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Specifications
(aL 0 7- "al( / 0,37 t (g DELT ,„„ ay- 0 P 14795 ORT S.W 7D AND OR AVENU r � % E:1# FIR INC 0 � .� E 503- 620 -4020 • FAX 5 � CCB# 64174' SA. ltti A e ui p1NG olvislON Fanno Creek Buildin g "A" Suite 100 DATA SUBMITTAL FOR FIRE PROTECTION SYSTEM DELTA FIRE, INC. August 31, 2007 Michael Stewart 06 -3534 FIRE PROTECTION CONTRACTORS � J • 9 Fanno Creek Building "A" — Suite 100 August 31, 2007 Page 2 of 2 TABLE OF CONTENTS Pipe & Fittings Allied Black Dynanow 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 Fl/FR'h" 155 Degree Pendent Reliable Model G/FR Quick Response %" 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 7 . • 14 Dyna High Strength Steel Pipe The original high- strength lightwall sprinkler pipe with hydraulics superior to Schedule -10. Dyna -Flow pipe is the `original" high - Specifications i strength lightwall sprinkler pipe. Dyna- • t^ Flow has outstanding hydraulic NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcsl Wt/Lift (21') WIllift (24') WMMLift (25') capabilities and is recognized as the In; mm In; mm Lbs/Ft; Kg /m Lbs/Ft; Kg /m Lift Lbs; Kg Lbs; Kg Lbs; Kg most popular alternative to Schedule -10 1' 1.191 0.830 1.31 91 1,586 1,812 1,888 - pipe. Lightweight, easy to cut and easy 25 30.3 1.2 1.95 91 719 822 . _ 856 to handle for installation. Dyna -Flow is a 1W 1.536 1.059 1.87 61 1,356 1,550 1,615 valuable addition to any fire protection 32 39.0 1.6 2.78 61 615 703 733 system. 11/2' 1.728 1.667 2.71 61 2,135 2,440 2,542 Superior Hydraulics 40 43.9 2.5 4.03 61 968 1107 1153 2' 2.203 2.104 3.79 37 1,634 1,868 1,946 With an inside diameter of up to 11% 50 56.0 3.1 5.64 37 741 847 883 . larger than Schedule -40 and up to 7% 2W 2.703 2.564 5.10 30 1,615 1,846 1,923 larger than Schedule -10, Dyna -Flow 65 68.7 3.8 7.59 30 733 837 872 pipe hydraulics are exceptional. Larger 3' 3.314 3.387 7.18 19 1,351 1,544 1,608 I.D.s enable Dyna -Flow, and related 80 84.2 5.0 10.69 19 613 700 729 components, to be down -sized within the 4' 4.310 4.473 10.86 19 1,784 2,039 2,124 system, thus increasing the potential for 90 109.5 6.7 16.16 19 809 925 963 job cost savings. For complete Hazen - Williams charts, refer to "Dyna - Flow Hydraulic Data Tables." Coatings & Fabrication Specifications & Approvals Additional Benefits Dyna -Flow products are coated with Dyna- Flow /Super Flo pipe is manufac- • Lightweight and easy to install, an environmentally approved and tured to meet ASTM A -795 Type E, resulting in more efficient use of your specially formulated modified - acrylic or Grade A and is in compliance with freight and labor dollars. water -based coating. This durable coating NFPA -13 and NFPA -14. All sizes of is paintable. The black coating acts as Dyna Flow /Super Flo are UL Listed, FM • Provides stability needed to comply Approved and ULC Listed. an excellent primer and is resistant to with standard hanger spacing (15 ft O.C.) per NFPA. weathering and U.V. degradation from outdoor storage. • ® el • Available in Standard lengths for your Metallurgical properties provide excellent Listed Approved Listed convenience, or can be ordered in fabrication characteristics for end prep custom lengths upon approval. finishes, welding and roll grooving. Dyna- Flow /Super Flo is UL/ULC Listed ' g g for use with roll grooved, plain -end • Fast cutting and welding, as well as There is no special process or equipment couplings, and welded joints for wet, dry, easy roll grooving and end preparation. 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 mill coating provides coated with our new Antibacterial listing and approval information. Dyna- longer "shelf life" and acts as an Formula, "ABF ". In scientific laboratory Flow /Super Flo is now available "hot- excellent primer for custom paint - test, ABS proved to have superior dip" galvanized and has been specifically applications. resistance to microbial colonization of approved by FM for dry systems uses. pipe walls, thereby delaying or possibly - preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. 'NCO /Flow Control T `J alliCed 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 TUBE & CONDUIT 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S2 - 3 .:, Dyna-Thread® o . Full Line Sch -40 Replacement Dyna - Thread offers the life expectancy of Sch40 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. Comparison to Schedule 40- • L Comparison to L.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. Corrosion Resistance Ratio (CRR) is a • Unlike lightwall threadable pipe, • 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 • wall thickness at the base of the first Dyna- Thread is approved for • The life expectancy of Dyna- Thread standard hanger spacing (15 ft. equal based on the exposed thread, assumed to be the and Sch-40 are a q weakest point of the pipe length. Dyna- O.C.), can be used as earthquake o calculated wall thicknesses per UL. Thread and Sch-40 have the same sway bracing, and is safe to use as • The consistent quality of steel used to calculated wall thicknesses at this point drops. 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. costs. • Dyna- Thread is more widely 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 Formula, "ABF". In scientific laboratory test, ABS proved to have superior Specifications & 'Approvals resistance to microbial colonization of (11) ® el pipe walls, thereby delaying or possibly Super 40/Dyna- Thread pipe is preventing the onset of manufactured to meet: ASTM A -135, Microbiologically Influenced corrosion Grade A and is in compliance with Listed Approved Listed NFPA -13. All sizes of Super 40/Dyna- (MIC) when the First Sprinkler System is first installed. Thread are rated at 300 psi working pressure. Super 40/Dyna- Thread is UL Specifications and ULC Listed for wet, dry deluge and pre - action sprinkler systems and FM NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ WVLift (21') WVLift (24') WVLift (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 2327 galvanized to meet FM requirement for 25 27.4 2.0 2.60 70 887 1013 1056 dry systems. Super 40/Dyna- Thread is 1 1.408 1.870 2.54 51 2002 2288 2384 approved for all threaded couplings and 32 35.8 2.8 3.78 51 908 1038 1081 welded outlets and is suitable for all 1' /z° 1.639 2.290 3.22 44 2115 2418 2519 roll - grooved, and plain -end fittings. 40 41.6 3.4 4.79 44 959 1097 1145 (See listing information). 2° 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 1037 *dICOl Flow Control n ^IIiecJ 16100 S. Lathrop • Harvey, IL 60426 Customer Service: `t 11350 Norcom Rd. •Philadelphia, PA 19154 (800) 882 -5543 TUBE 8 CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708- 339 -1806 S3 -3 • : Schedu e40®/Schedu e40® 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 products do not require separate approvals, Schedule -10 /Schedule -40 gives you the extra quality assurance you demand. Our Sch -10 (1' / "- 8 ") pipe and Sch -40 (1 "- 2' ") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. G Pipe • Sch -40 Specifications . , Schedule -10 /Schedule -40 product can be NPS Nominal I.D. Wt. Wt. (1120 Filled) Pcs/ WI/Lift (21') WI/Litt (24') Wt/Lift (25') 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 requirements for dry systems in 1° 1.049 1.680 2.05 70 2,470 2,822 2,940 accordance with the zinc coating 25 26.6 2.5 3.05 70 1,120 1,280 1,334 specifications ofASTMA -123. 1W 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 ::. - 1W 1.610 2.720 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 2W 2.469 5.790 7.86 19 2,310 2,640 2,750 without special preparation. 65 62.7 8.6 11.73 19 1,048 1,197 1,247 The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is SCh -1 Specifications coated with our new Antibacterial For- NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ Wt/Lift (2V) WI/Lift (24') Wt/Lift (25') mula, "ABF ". In scientific laboratory In; mm In; mm Lbs/Ft; Kg /m Lbs/Ft; Kg /m Lift Lbs; Kg Lbs; Kg Lbs; Kg test, ABS proved to have superior resis- 1' 1.097 1.400 1.81 91 2,675 3,053 3,185 tance to microbial colonization of pipe 25 27.9 2.1 2.70 91 1,213 1,385 1,445 walls, thereby delaying or possibly pre- 1 1.442 1.810 2.52 61 2,319 2,664 2,760 venting the onset of Microbiologically 32 36.6 2.7 3.75 61 1,052 1,208 1,252 Influenced corrosion (MIC) when the 11/2' 1.682 2.080 3.04 61 2,664 3,045 3,172 First Sprinkler System is first installed. 40 42.7 3.1 4.52 61 1,208 1,381 1,439 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 2W 2.635 3.530 5.89 30 2,224 2,542 2,648 and is available through distributors in 65 66.9 5.3 8.77 30 1,009 1,153 1,201 the USA, Canada and Mexico. 3' 3.260 4.330 7.94 19 1,728 1,975 2,057 Specifications & Approvals 80 82.8 6.4 11.82 19 784 896 933 4' 4.260 5.610 11.78 19 2,238 2,558 2,665 Schedule -10 /Schedule -40 pipe are in 90 108.2 8.3 1753 19 1,015 1,160 1,209 compliance with the following: 5' 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 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: • Welded Outlets (I) 41 :* 6 • Hydrostatic Pressure • Side Wall Rupture Listed Approved Listed • Vibration Test *qCOI Flow Control \7J `J a ll ie d 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S5 -3 i Standards and Specifications 0 i IN T[IIN •iION ♦I, ING 4 Dimensions Material Galvanizing Thread Pressure FederaUOther Rating M.I. Fittings , - Class 150 /PN 20 ASME 816.3• ASTM A -197 ASTM A -153 ASME 8120.1+ ASME 816.3• ASME 816.3" • Class 300 /PN 50 ASME 816.3• ASTM A -197 ASTM A -153 ASME 81 20.1+ ASME 816.3• M.I. Unions ` Class 150 /PN 20 ASME 816.39• ASTM A -197 ASTM A -153 ASME Bt 20.1+ ASME 816.39• ASME 816.39"' Class 250 ASME 816.39• ASTM A -197 ASTM A -153 ASME 8120.1+ ASME B16.39• Class 300 /PN 50 ASME 816.39• ASTM A -197 ASTM A -153 ASME 8120.1+ ASME 816.39• Cast Iron Threaded Fittings . Class 125 ASME 816.4• ASTM A -126 (A) ASTM A -153 ASME 81.20.1+ ASME 616.4• ASME 816.41I . Class 250 ASME 816:4• ASTM A -126 (A) ASTM A -153 ASME 81.201+ ASME 816.4• ASME 816.4111 • • C. 1. Plugs and Bushings . ASME 816.14• AST/AA- 126 (A) I ASTM A -153 ASME 81.20.1+ ASME B16.14. I WW -P -471 C. 1. Drainage Threaded Fittings ASME 816.12• ASTM A -126 (A) I ASTM A -153 ASME 81.20.1+ I ASME 816.12• ?! .. C.1.' Flanges and Flanged Fittings Class 125 (V-12') ASME 816.1• ASTM A- 126 (A) dr (8) ASTM A -153 -ASME 81.20.1+ ASME 816.1 ASME 816.1• Class 1'25- (14'-up) ASME 816.1• ASTM A- 126 (8) ASTM A•153 ASME 13120.1+ ASME 816.1 ASMEB16.1• Class 250 (11' - ASME 816.1• ASTM A- 126 (A) or (8) ASTM A -153 ASME 81.20.1+ ASME 816.1 ASME 816.1. Class 250 (14' -up) ASMEB16.1• ASTM A-126 ASTMA -153 ASME81 .20.1+ ASME816,1 ASME 816.1. . Forged Steel.Threaded Fittings , Class • • ' ASTM A105. . lass 2000. 3000. 0000 ASME 816.11• ASTM A182, ASME81.20.1+ ASME 616.11• . ASTM A350 .. . ' Pipe Nipples ' • Steel Pipe ASTM A733 ASTM A53 ASME 81.20,1+ WWN 351 - Welded Type F or Type E • Steel Pipe • - "Seamless ASTM A733 ASTM A106 Gr. 8 ASME 81.20,1+ WINN 351 (High Temp.) , Brass ASTM 843 ASME 81.20.1+ WWN 351 'The standard •an American National standard (ANSI) • +ASME 81.20.1 was ANSI 82,1 (♦Formerly WW -P -501 •'Formerly WW -P -521 • ••'Formerly WW-U-531 PF -149I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.02 • VICTAULICS IS 58 ISO 9001 CERTIFIED COMPANY Style 005 FireLock® Rigid Coupling with Vic -Plus® Gasket System VICp�a� PRODUCT DESCRIPTION FireLock Style 005 rigid coupling has a unique, patented angle -pad design which allows the housings ter° -. to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity „,' is obtained The FireLock couplings provide rigidity for valve connections, fire mains and long straight runs Support x 2 and hanging requirements correspond to NFPA 13 Sprinkler Systems Angle -pad design permits '•..._ -"•s f assembly by removing one nut/bolt and swinging the housing over the gaskeY,,�This reduces components to handle during assembly, speeds and eases installation on pipe grooved to . ' . Victaulic specifications r 1• Style 005 FireLock couplings with the Vic -PlusTM Gasket System are designed and recommended . -�" 1, 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 pipe systems. The I I1 0I Vic- PlusrN System (patented) is dry, clean, and non -toxic It reduces assembly time substantially and eliminates the mess and chance of over - lubrication Please refer to the latest copy of the Victaulic Field > Installation Handbook (1 -100) for supplemental lubrication requirements. l iii ® 4 ® `I C VdS 3 CPC and VdS Approved, i i Request v claulic see notes on page 2 Exayg::rated for ctarty publication 10.01 for details. DIMENSIONS Y -Z � Dimensions Pipe Size Inches/mm pail 41111 JUL 1 IIr ia7b Actual Max. Max. Allow. Nominal Outside Work M End Pipe End a Eloi Nut Aprx. 1 e ► ` 11 Diameter Diameter Press. §' Load' Sep. t No. - Size wgt Ea. _ `,� _ §,r,P Inches/mm inches/mm PSIIkPa LbsJN Initnm Inches/mm X Y Z Lbs.kg 1' /4 1660 350 755 005 2.75 4.50 188 12 Rated for wet and dry sprinkler 32 42 4 2413 3370 1.2 2 '7 a x 2 � ' 70 114 148 0,5 systems at 350 psi (2413 kPa) 1 ? 1 900 350 990 0 05 2 Vs X z , /4 300 4 75 1 sa 1 z for 1 - 4" (32 - 100 mm) sizes 40 98 3 2413 4415 1.2 76 121 148 0.5 Si 2068 kPa for 2 2 375 350 1550 0 07 , u X 2 _ / 3 50 5 25 1 88 1 6 and 300 p ( ) 50 60,3 2413 6900 1 7 89 133 148 0 7 4V 8° (108 - 200 mm) sizes; 2 2 875 350 2270 0 07 4,00 5 75 1 88 1.9 3 Schedule 10 roll grooved or 65 73.0 2413 10110 1 7 2 - /8 X 21/2 102 146 148 0 9 Schedule 40 cut or roll 3 000 350 2475 0.07 4.13 5 75 1.88 1 9 grooved steel pipe. Style 005 76.1 mm 76,1 2413 11010 1.7 2. X 2'6 105 146 148 0.9 is rigid and does not 30 0 1 7 6 6 ss 1 1 8 2 - 1 /4 X 2Vz 148 1.0 accommodate expansion, 80 88 ,9 2413 1a es contraction or angular 4 4 500 350 5565 0.16 5 75 7 25 2 13 3 1 deflection. 700 114,3 2413 24 4,1 2 - 3 6 X 2172 146 184 54 1.4 108,0 mm 4 250 300 4255 016 , 1/ X 2 , 7 5 63 7.25 2 13 3 1 • 108.0 2068 18940 4,1 s 143 184 54 1 1 5 5 563 300 7290 0 16 6 88 9 00 2 13 4 5 125 141,3 2068 32445 4,1 2 - 1 2 X 2 / ' 175 229 54 2,0 5 250 300 6495 0 16 6 63 9 00 2 13 4 5 133.0 min 133 0 2068 28900 4.1 2 - '/ j X 217 168 229 54 2 0 139,7 mm 5 500 300 7125 0 16 2 ;7 X 23/4 6 88 9 00 2 13 4 8 139,7 2068 31715 4 1 175 2 54 2,2 6 6 625 300 10340 0 16 800 10 00 2 13 5 0 150 168.3 2068 46020 4 1 2 ' /2 X 2 /4 203 254 54 23 159.0 mm 6.250 300 9200 0 16 2 . s/ X 4, /, 7 .63 10 00 2.13 5 5 159,0 2 40955 4.1 194 254 54 2.5 6 500 300 9955 016 8 15 1000 2 13 5 5 165.1 mm 1651 2068 44295 4.1 2 - '/2 X 237 207 254 54 2,5 _ 8 8 625 300 17525 0 19 10 50 13 13 2 63 11 3 200 219,1 2068 _ 78000 4 8 2 , Ii l X 4,18 267 334 67 5.1 ' lc 9 1 Refer to note :, on page 2. n REGISTERED TRADEMARK OF VICTAULIC - Q COPYPIGHT 2004 VICTAUUC - PRINTED IN U.S A - SKI) eFVCAS- 67.1HPN 1538 REV H 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 s� Victaulic America Latina • Phone 610-559-3300 • Fax: 610.559 -3608 • e -mail: vical@victaulic comm 9 Ct Q U l i C Victaulic Asia Pacific • Phone 86.21. 58855151 • Fax. 86 -21. 58851298 • e -mail: vicap@victaulic.com I 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 color code) FireLock products have been Listed 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 recommend the use of,Grade "E" Type A FlushSeal 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 FlushSeal gasket approved for dry pipe systems to -40 °F (- 40 °C). Based on 'typical" pipe surface conditions, supplemental lubricant is recommended for services installed below OF ( -18'C) and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water Supplemental lubrication may also be rquired on pipe with raised or undercut weld seams or pipe that has voids and /or cracks at the weld scams Victaulic continues to recommend the use of FlushSeal 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 and /or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals Rated Working Pressure - PSI Rated Working Pressure - PSI Rated Working Pressure - PSI Pipe Size Pipe Size Pipe Size Sch. Inches UL ULC FM Sch. Inches UL ULC FM Sch, Inches UL ULC FM 5 1 - 3 175 175 175 EL 1 - 2 300 N/A N/A MT 1 . 2 300 N/A N/A 1 - 4 350 350 350 ET 1' /, - 2 300 N/A N/A STF 1 - 4 N/A N/A 300 10, 40 Steady , 5 - 8 300 300 300 EZ 4 - 6 300# N/A 300 Thd 1/. - 2 N/A N/A 300 BLT 1'/. - 2 300 300 N/A FF 1 - 4 N/A N/A 300 TF 3 - 8 N/A N/A 300 DF 1 /1 - 4 300 300 300 GAL -7 1 - 2 300 N/A N/A WLS 1 /4 - 2 300 300 N/A DT 1 2 300 300 N/A MLT 1' /e - 2 300 N/A N/A XL 1 - 3 300 300 300 EF 1 4 175Cei N/A 175 MF 1 /4 - 4 300 N/A 300' ' FM approved for service in 1 - 4' pipe UL Listed for service up to 4' pipe only @UL Listed for service up to 3' only PIPE SCHEDULE NOTES: 5 refers to Listed /Approved Schedule 5 steel sprinkler pipe 10 refers to Listed /Approved 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 Usted/Approved Dyna Flow steel sprinkler pipe manufactured by Allied Tube & Conduct DT refers to Listed Dyna Thread steel sprinkler pipe manufactured by Allied Tube & Conduit EF refers to Listed /Approved Eddy Flow steel sprinkler pipe manufactured by Bull Moose Tube Co EL refers to Listed Eddylite steel sprinkler 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 EZ -Flow steel spnnkler pipe manufactured by Northwest Pipe & Casing Co FF refers to Listed Fire -Flo steel spunkier pipe manufactured by Youngstown Tube Co GAL -7 refers to Listed steel sprinkler pipe manufactured by IDOD Systems. LLC MLT refers to Listed steel sprinkler pipe manufactured by Wheatland Tube Company MF refers to Listed Mega -Flow steel sprinkler pipe manfactured by Wheatland Tube Company MT refers to Listed Mega- Thread steel spnnkler pipe manufactured by Wheatland Tube Company STF refers to Listed Steady Flow steel sprinkler pipe manufactured by AMS Tube Corporation Steady Thread refers to Appproved steel spnnkler pipe manufactured by AMS Tube Corporation TF i efers to Tex•Fiow steel sprinkler pipe manufactured by Tex -Tube Company WLS refers to Listed /Approved steel spnnkier pipe manufactured by Wheatland Tube Company XL refers to Listed XL or XL II steel sprinkler pipe manufactured by Allied Tube & Conduit Corp 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 For field installation only Firelock Style 005 couplings are essentially rigid and do not accommodate expansiONcontracuon '3 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 § Style 005 couplings are VeS and LPC Approved to 12 Bar (175 psi). WARNING Depressurize and drain the piping system before attempting to install, remove, or adjust any Viclaulic 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 incur' nag obligations. 2 Style 005 FireLock" Rigid Coupling IPS CARBON STEEL PIPE - GROOVED COUPLINGS 06.05 ___ _J i I1, i VICTAULIC • ISAN1509001 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. a �//i� ���ii� See Victaulic \\\ \ \� \ \\ \ \ \ \:f.. ... , publication 10.01 for details I I r / 1 r Exaggerated for clarity DIMENSIONS �Y� I. -Z�i Max Max Allow. Work End Pipe Deflect Fr. e BolfMut Dimensions Aprx. I Pipe Size t Ineheshttllllmetere Wgt tit /� rra 071 1 Nominal Actual Pres. Load End t Per Pipe No. -Size Each �I'1� Diameter Out Dia. PSI' Lbs.' Sep. Cpig. In /Ft inches Lbs. I (j1kI) �1 I� InJmm Inlmm kPa N InJmm Deg. mmhn mm X Y Z kg N ' 1 44"".. - .. - ..'"•' #f 1111 1 1 315 500 680 0 - 0 O6 2° - 43 0 57 2 xI X 2 2 38 4.27 1 77 1.3 25 33.4 3450 3025 0 - 1,6 48 61 108 45 0,6 1'14 1 660 500 1080 0 - 0.06 0.45 2.68 4.61 1 77 1.4 32 42.2 3450 4805 0 - 1.6 2° - 10 38 2 - I6 X 2 68 117 45 0.6 1'/2 1 900 500 1,420 0 - 0.06 0.40 2.91 4.82 1 77 1 5 40 48.3 3450 6320 0 - 1.6 1 ° - 56' 33 2 / s X 2 74 122 45 0.6 2 2 375 500 2,215 0 - 0.06 , 0.32 3.43 5.22 1.88 1.7 50 60.3 3450 9860 0. 1.6 1 ° - 31 26 2 - 3 /8 X 2 87 133 48 0.8 2'/2 2 875 500 3,245 0 - 0.06 0 26 3 3.88 5.68 1.88 1.9 65 73,0 3450 14440 0.1.6 1° - 15 22 2 - X 2 98 144 48 0,9 76.1 mm 3.000 500 3,535 0 - 0 06 1 ° -12, 0 26 2 . X 2 4.00 5.90 1.88 1 9 76.1 3450 15730 0 - 1.6 22 102 150 48 0.9 3 3 500 500 4.800 0.0 06 0.22 , 4 50 7 00 1 88 2.9 80 88,9 3450 21360 0 - 1.6 1 ° - 2 18 2 - /2 X 2 /4 114 178 48 1,3 3'1 4 000 500 6,300 0.0.06 0° - 54, 019 2 '/2 X 2'/4 5.00 7.50 1.88 2.9 90 101.6 3450 28035 0.1.6 16 127 191 48 1,3 4 4 500 500 7.950 0 - 0 13 1 ° - 36, 0.34 2 '/z X 23/. 5 80 8.03 2 13 4.1 100 114,3 3450 35380 0 - 3.2 28 147 204 54 1.9 108,0 mm 4 250 450 6.380 0.0.13 1 ° - 41, 0.35 2. 12 X 70 0 5.55 7.79 2.13 3.7 108.0 3100 28395 0 - 3.2 29 141 198 54 1.7 4'/2 5.000 450 8,820 0 - 0.13 1 ° - 26' 0.25 2 - 5 /a X 31/4 6.13 9.43 2.13 5.5 120 127.0 3100 39250 0.3.2 21 156 240 54 2.5 5 125 5 41 6 3 3100 48660 0 3 13 1 ° - 18' 0 2 . s / s X 3' 175 10 6 2 54 3 2,6 133.0 mm 5.250 450 9,735 0 -0.13 1 °_21 028 2- 16X82.5 6.55 937 2.13 6.0 133.0 3100 43325 0.3.2 24 166 238 54 2.7 139.7 mm 5 39 00 3 10,66 0 0 23 1° - 18' 0 24 8 2 - s /a X 3 6.80 24 4 2.1 2.9 152,4 mm 6 000 450 12,735 0.0.13 1 ° -1Y 0.21 2•s /eX3'l. 7.38 1048 188 62 152.4 3100 56670 0 - 3,2 18 187 266 48 2.8 • 6 6 625 450 15,525 0.0.13 0.23 s , 800 11 07 2 13 7 0 150 168,3 3100 69085 0 - 3.2 1 ° - 5' 18 2 - /8 X 3 /4 203 281 54 3.2 Table continued on page 2. 't @ Refer to notes on page 2 ® REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT 2003 VICTAULIC - PRINTED IN U SA. 1470 REV F Victaulic Company of America • Phone 1 -800- PICK -VIC (1 -400-742-58421 • Fax 610 -250 -8817 • e-mail plckvic@ victaulic corn Victaulic Company of Canada • Phone' 905 - 884 -7444 • Fax 905-884-9774 • e-mail viccanada @victauhc corn Victaulic Europe • Phone 32- 9.381.1500 • Fax: 32 -9- 330 -4438 • e-mail viceuro @victaulic.be Victaulic America Latina • Phone: 610-559-3300 • Fax 610 - 559 -3606 • e -mail: vlcal47 corn jctaullic° Victaulic Asia Pacific • Phone 65- 6235 -3035 • Fax 65 -6235 -0535 • e-mail vicaptd'victaulic.iom 06.05 DIMENSIONS I� ►I Max. Max Allow. Work End Pipe Fr. ® Dimensions Y I Z I Pipe Size CI. t Bo11/Nut Inches/millimeters Wgt I ; � I I rib I Nominal Actual Pres. Load End t Per Pipe No. - Size Each L � I i /I I/ I'1 /. Diameter Out. Dla PSI' Lbs • Sep. Cplg. In /Ft. Inches Lbs. Inhnm InJmm kPa N Inlmm Deg. mmlm mm X Y Z kg IMP 159,0 mm 6 250 450 13,800 0.0.13 - 1° 9' 0 24 2 - 16 X 82 7 63 10 49 2.13 6.8 159.0 3100 61405 0 - 3.2 20 194 266 54 3.1 165.1 mm 66501 3100 14.940 6646 0 s 1 ° - 6' 0.23 2 - 5 /e X 31/. 7.84 10.66 2.06 3.3 203,2 mm# ` « 8 20 0 3 0 2 0 3100 2 00-.03..123 0° - 54' 0736 2 - 3 /4 X 41/. 924772 13393 2 1 8 8.625 26.280 O 0.13 0.18 10.34 17 2.32 12 4 0° - 50' 2 - X 4'4 203 219.1 3100 116945 - 3.2 14 263 355 59 5.6 254,0 mms 10 000 2400 2 0 0 13 0° - 43' 0 t5 2 - 7 /a X 5'/2 1X96 15.81 26 3 29 8 1 304,8 mmk 304.8 2400 175775 0 0 13 0° - 36' 0.9 3 2 - 7 /e X 5 ' / 1 z 360 17.69 2fi 3 23 6 # 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" nitrile 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 /2 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 /. 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 installauon/assembly instructions Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incumng obligations 2 Style 75 Coupling 07 .01 1 No. 50 and No. 51 E Concentric/Eccentric Reducers " - t ° .- EtoE -1 Steel (except as noted) ..,..."- Thli 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. Inches/mm mm kg mm kg Inches/mm mm kg mm kg 1'1, X 3 /4 19 - - 4 X 2 300'0 2.4 4 00 d 3.3 32 X 20 0,9 - - 100 X 50 76 1,1 102 1,5 X 1 19 - - X 2'/2 3.00'd 27 4000 34 X 25 .\ 0,9 - - X 65 76 1,2 102 15 `h... 1'/2 X q 1 4 - - x 3 3 00' d 3 2 4 00 d 3 5 40 X 20 0,6 - - X 80 76 1,4 102 1,6 X 1 250'd 08 850 45 X 3'/2 3.00d 29 1000 80 X 25 64 0.4 216 20 X 90 76 1,3 254 36 X 1'14 250'd 1.0 - - 5 X 2 400 90 1100 52 X 32 64 0.5 - - 125 X 50 102 4,1 279 2 4 2 X 3 1, 2 50' d 0 9 900 2 0 X 2'/2 11.00 11 0 11 00 10 8 50 X 20 64 0,3 229 09 X 65 279 5,0 279 4,9 X 1 250'd 07 900 23 X 3 4.000 55 1100 111 X 25 64 0,3 229 1,0 X 80 102 2.5 279 5,0 X 1 250'0 12 9.00 46 X 4 3.50 d 43 5000 120 X 32 64 0,5 229 2,1 X 100 89 1.9 127 5.4 X 1 250'd 10 900 46 6 X 1 400'0 50 11.50 14.5 X 40 64 0.5 229 2,1 150 X 25 102 2.3 292 6.6 2 X 3 14 1 3 3 3 X 1 5 5 65 X 20 0.6 1,5 X 40 2.5 X 1 9.50 36 950 35 X 2 4.00'0 66 1150 145 X 25 241 1.5 241 1.6 X 50 102 3,0 292 6 6 X 1 250'd 33 950 X 2 400 6.4 1150 14.2 X 32 64 1.5 241 X 65 102 2,9 292 6.4 X 1 2.50'd 3.6 9.50 37 X 3 400'0 64 5500 150 X 40 64 1.6 241 1.7 X 80 102 2,9 140 6.8 X 2 2 50 0 39 9.50 43 X 4 4000 65 5.50d 170 X 50 64 1,8 241 2,0 X 100 102 2 9 140 7.7 3 X 3 / 4 15 45 X 5 4.00d 64 5 50 d 170 80 X 20 0.7 2,0 X 125 102 2 9 140 7.7 X 1 250'0 1.3 9.50 4.8 8 X 2 1600' 79 1200 261 X 25 64 0,6 241 2,2 200 X 65 406 3.6 305 11,8 X 1 30 4.8 X 3 5 00 d 9.3 1200 22.0 X. 32 1,4 2.2 X 80 127 4.2 305 10,0 X 1 2.50'd 51 950 5.1 X 4 5 00 d 104 1200 230 X 40 64 2.3 241 2.3 X 100 127 4.8 305 10,4 X 2 250'd 1.6 3 50 d 60 X 5 5.00d 116 1200 230 X 50 64 0.7 89 2 7 X 125 127 5.2 305 10 4 X 2'/2 2.50'0 18 3 50 0 70 X 6 5.000 119 6.000 240 X 65 64 0 8 89 3 2 X 150 127 5,4 152 10 9 X 76,1 mm 2 50 0 2.1 - - 10 X 4 600 0 19 7 1300 32 0 64 1.0 - - 250 X 100 152 8 9 330 14,5 3 X 3 2.50 d 2 0 9 50 7.0 X 5 34 3 34 6 90 X 80 64 0 9 241 3.2 X 125 15.6 15,7 4 X 1 3 00' d 3 0 1000 6.5 X 6 6.00 0 20.0 1300 36.9 100 X 25 76 1.4 254 2 9 X 150 152 9,1 330 16 7 X 1'/, 46 - - X 8 6 00 0 220 700 216 X 32 2.1 - - X 200 152 10 0 178 _ 9 8 X 1'/ 10.00 6.9 10 8 1 Tame continued on page 9 X 40 254 3,1 254 3,7 See notes on page 9. 8 Grooved End Fittings L No. 50 and N 51 E E y Concentric/Eccentric Reducers rto r- E to E-.t Steel (except as noted) ...•-■^- Thd 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 inches/mm mm kg mm kg 12 X 4 440 1400 480 18 X 14 1500 910 1500 910 300 X 100 20,0 356 21,8 450 X 350 381 41,3 381 41,3 X 6 7 00 d 24.6 1400 500 X 16 1500 91.0 1500 910 X 150 178 11.2 356 22 7 X 400 381 41 3 381 \ 41.3 X 8 7 00 0 52 0 1400 53 5 20 X 10 20 00 110 0 20 00' 177.0 X 200 178 23,6 356 24,3 500 X 250 508 49,9 508 80,3 X 10 700d 39.0 1400 570 X 12 2000 1200 2000 120.0 X 250 178 17 7 356 25 9 X 300 508 54 4 508 54.4 14 X 6 1300 65.0 1300 60.0 X 14 2000 1490 20.00 1490 350 X 150 330 29,5 330 27,2 X 350 508 67.9 508 67.9 X 8 13 00 65 0 1300 60.0 X 16 2000 120 0 2000 120.0 X 200 330 29 5 330 27 2 X 400 508 54 4 508 54 4 X 10 13 00 66 0 1300 65.0 X 18 20 00 136 0 20.00 136 0 X 250 330 29,9 330 29,5 X 450 508 61,7 508 61,7 X 12 13 00 68 0 1300 66 0 24 X 10 20 00 142.0 20 00 142 0 X 300 330 30 8 330 29 9 600 X 250 508 64 4 508 64 4 16 X 8 14.00 73 0 1400 73 0 X 12 20.00 150.0 2000 150.0 400 X 200 356 33,1 355 33,1 X 300 508 68.0 508 68,0 X 10 14.00 730 14.00 730 X 14 20.00 162.0 2000 1620 X 250 356 33 1 355 33 1 X 350 508 73.5 508 73.5 X 12 14 00 73.0 1400 73 0 X 16 2000 162 0 20 00 162.0 X 300 356 33,1 355 33.1 X 400 508 73,5 508 73.5 X 14 14.00 730 1400 730 X 18 2000 1620 2000 1620 X 350 356 33.1 355 33 1 X 450 508 73 5 508 73.5 18 X 10 1500 91 0 1500 91 0 X 20 20 00 151 0 20 00 190 0 450 X 250 381 41,3 381 41,3 X 500 508 68.5 508 86,2 X 12 15.00 91 0 15.00 91 0 X 300 381 41,3 381 41.3 (d) Ductile iron Contact Victaulic for details. 'Available with male threaded small end No 52. 8 Steel eccentric reducers available through 30' (750 mm). contact Victaulic for dimensions Grooved End Fittings 9 ®TOLCD wv a brand o FNIBC O . Revision 5/24/2001 • Fig. 2 - Adjustable Band Hanger O Fig. 2NFPA - Adjustable Band Hanger with Reduced Rod Size Range — Size 2' /2" thru 4" pipe. Material — Carbon Steel, Pre - Galvanized .1 Function — Recommended for the suspension of non - insulated' C pipe or insulated pipe with Fig. 220 shield. Fig. 2NFPA accommodates the reduced rod schedule of the / 1 National Fire Protection Association Pamphlet 13. I Approvals — Underwriters' Laboratories Listed in the USA (UL) / and Canada (cUL). Factory Mutual Engineering approved. I Conforms to Federal Specification B ; I WW -H -171 E, Type 10 and Manufacturers Standardization Society \-... ..... , f Ii SP - Type 10. !` Finish — Pre - Galvanized A •.• i Note — Available in Stainless Steel materials. - Order By — Figure number, pipe size and material — Dimensions • Weights Pipe Max. Rec. Approx Wt. /100 Size Rod Size A B C Load Lbs. Fig. 2 Fig. 2NFPA 2 1/2* 5 4 1 °/ 600 41 40 3 1/2• 6 4'4 1' /a 600 45 43 3'/, 112* 73/8 51/4 21/8 600 52 50 4 5/8' 7' /e 5 1% 1000 59 56 5 5/8 ** 9 6' /e 2'/, 1250 97 95 6 3/4 ** 9' /e 6' /2 1' /e 1250 139 105 • 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 Sampson Ave • Corona, CA 92879 • Ph 909 737 5599 • Fax 909 737 0330 Customer Service • 800 786 5266 www.tolcacom ® TOLCO - vvww.tolco.COm abrandof Revision 8/30/2002 Fig. 4 - Standard Pipe Clamp' Fig. 4F - Standard Pipe Clamp Felt Lined (),C) Fig. 4PVC - Standard Pipe Clamp PVC Coated -y Size Range — (Fig. 4) Size 1/2" thru 30" pipe. ./. �'' Size Range — (Fig. 4F) Size 1/2" thru 2 copper tubing / Material — Carbon Steel I Function — Recommended for the suspension of non - insulated pipe or insulated pipe i a with Fig. 220 shields. (Use Fig. 330 Weldless Eye Nut, Fig. 102 Eye Rod or Fig. 101 S Welded Eye Rod.) Also recommended for attachment of sway bracing up to 3' /2' pipe `�. o / size, for larger pipe sizes use Fig. 4A. Fig. 4F and Fig. 4PVC are designed to reduce , noise and vibration and /or prevent electrolysis. Approvals — Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) I Iii - 8 ", and approved by Factory Mutual Engineering, 3/4" - 8 ". Federal Specification C WW- H -171E, Type 4, 11/2" thru 24" and Manufacturers Standardization Society SP -69, Type 4. Included in our Seismic Restraints Catalog approved Fig. 4 by the State of California Office of Statewide Health Planning . „ --,.. . and Development (OSHPD). / ,;`j, I - -. ; Note — When the Fig. 4 is used as a sway brace, to ensure 1 ` '' , 1°1[ performance, the UL Listing requires that it must be used (. f { with other TOLCOTm brace products. ' Maximum Temperature — 750 °F \ , �r L_ Finish — Plain .•. ! N '- Note — Available in Electro- Galvanized and HDG finish or Stainless Steel materials. `” l Order By — Figure number, pipe size and finish. Fig. 4F Order Note — When ordering Fig. 4F allow for 3/16" felt on each half of clamp. Fig. 4PVC Dimensions • Weights Pipe Max. Design Load Lbs. Size A B C D For Service Temp. Approx. Bolt Size 650° 750 °F WtJ100 1/2 3 1/4 1' /e 1' /a 5/16 500 445 29 3/4 3 ° /,e 1/4 1 1' /. 5/16 500 445 31 1 We 1/4 1 1'he 5/16 500 445 35 1' /e 4 1/2 1 /e 1 "he 5/16 500 445 40 1'h 4 5 he 5/16 1 /e 1' /e 5/16 800 715 42 2' 5 5 /,e 1/2 2 2'/4 39 1040 930 93 2'h' 6 /, 9/16 2 2 1/2 1040 930 126 3* 7 5/8 2 3' /,e 1/2 1040 930 141 3' /2 7 "h 3/8 3' /a 3 /e 1/2 1040 930 154 4 8' /2 5/8 3 3 "he 5/8 1040 930 229 5 9 3/4 3' /a 4 /a 5/8 1040 930 261 6 11' /a 3/4 4' /a 5 3/4 1615 1440 537 8 13 1 5' /a 6 3/4 1615 1440 625 10 16'/ 1 7'/4 7 7/8 2490 2220 1378 12 18' /2 1 8'/. 8' /. 7/8 2490 2220 1574 14 20 1' /e 9 9 7/8 2490 2220 2103 16 23 1' /a 10' /, 10' /4 7/8 2490 2220 2314 18 25' /e 1' /. 11 117 1 3060 2730 3276 20 28 1' / 12 12'/2 1' /a 3060 2730 3863 24 33'/2 1 /a 15'/, 15' /. 1' /. 3060 2730 5222 30 41'/ 2 19 19 1' /. 3500 3360 10511 ® Main Office /Manufacturing Facility • 1375 Sampson Ave • Corona, CA 92879 • Ph 909 737 5599 • Fax 909 737 0330 Customer Service • 600 786 5:66 www.tolcacom ® TOLCD- www.tolco.com 3 brand of NIEICO . Revision 8/13/2001 Fig. 69 - Beam Clamp Retaining Strap ®c® 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 slot on the TOLCOTm Fig. 69R will provide a more secure B reliable installation. Approvals — Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our 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 Type Rod Size A Hole Size B 1 3/8 7/16 Specify -` 1/2 9/16 Specify = IT 2 5/8 11/16 Specify so 3/4 13/16 Specify 3 3/8 - 7/8 Specify Specify Longer lengths are available, consult factory. 1 •• ea Office/Manufacturing Facility • 1375 Sampson Ave • Corona, CA 92879 • Ph 909 737 5599 • Fax 909 737 0330 Customer Service • 800 786 5266 61 www. tolcacom (gITOLCO www.tolco.com a brand ofN IBCO. Revision 3/28/2003 Fig. 910 - Swivel Sway Brace Fitting QcQ Size Range — 1" and 1 bracing pipe. For brace pipe sizes larger than Component of State of 1'/:', use TOLCO Fi .980, California OSHPD Approved g Seismic Restraints System 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. D A Features — This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (1999 Edition) Table 6 -4.5.9 indicates clearly that fastener table load o values are based only on concentric loading. Universal swivel design allows Fig. 910 to be attached at any surface angle. All steel construction. NFPA 13 (1999 Edition) Table 6- 4.5.8: 1" Schedule 40 bracing pipe maximum 7'0 ". F 1 Schedule 40 bracing pipe maximum 9'0 ". Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). 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 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- tion as a critical component of a complete bracing assembly. To ensure performance. the UL Listing requires that the Fig. 910 must be used only with other TOLCO bracing products. .�t. Dimensions • Weights D Hole Max. Design Approx. Pipe Size A B C Size E F Load Lbs. Wt. /100 1 2 V/2 3 9/16 2°/„ 2 2015 88 1'/. 1' /,e 1'/,0 3 9/16 2 /,e 2'/.0 2015 99 158 Main Office/Manufacturing Facility • 1375 Sampson Ave • Corona, CA 92879 • Ph 909 737 5599 • Far 909 737 0330 Customer Service • 800.786 5266 www.totcacom RED HEM° • S Information o ANCHORING SYSTEMS e Trubolt Wedge INSTALLATION STEPS - ,T� 1. Using a bit whose diameter equals the anchor SPECIFIED FOR ANCHORAGE INTO CONCRETE I diameter, dn11 hole to a depth exceeding the Wedge anchors feature a type 18 -8 stainless steel split o : ,.: minimum embedment. Clean hole. •oo '•:oo expansion ring and a threaded stud bolt body and integral off s. -.t o cone expander, nut and washer. Anchor bodies are made of o`, �_ °" I i plated carbon stei I, hot - dipped galvanized carbon steel, type IIM 304 stainless steel or type 316 stainless steel as identified in 2. Assemble anchor with nut and washer so that • the drawings or other notations. the top of the nut Is flush with the top of the I II c" , • 0 •. anchor. Drive anchor through material to be . The exposed end of the anchor is stamped to identify anchor . a ` a . y o. : ••. fastened so that nut and washer are flush with length. Stampings should be preserved during installation for : ``p•= °L= ••°`• ,$ , u , . -pr 1. surface of material. any subsequent embedment verification. . - • • Use carbide tipped hammer drill bits- made in accordance to ANS18212.15- 3. Expand anchor by tightening nut 3 to S turns, 1994 to install anchors. - or to the SPiiific torque requirement Anchors are tested to ASTM E488 a nd listed by ICC (formerly ICBO) and . a{ o: El' ; Y the followin 0 (see se chart). SBCCI. Anchors are listed ti • agencies as 5 c;.0, ,j o: ' 9 9 required b Y the local - 6 t. ` building code: Ul, -FM, City of Los Angeles, California State Fire Marshal and. • °•cd.: °4. - _ - . . Cal Trans. . APPROVALS/LISTINGS LENGTH INDICATION CODE* _ Meets or exceeds U S. Government •G:S A. t000 LENGTH of ANCHOR CODE , LENGTH OF ANO(OH . Specification FF -S 7325 Group II, Type,4, Class 1 • A 1 1.1/2 <2 • (38.1 < s0e1 x' • J 6-1/2 <7 1165.1 < 1n.1 8 1 -ia, (50.8< 6131 .,l 17<7 -1n (1772 <190.51 Underwriters Laboratories ( 12.112 < 3 (63.5 < 76.21 M 1 7-112 <8 (1903 < 2032) 0 13 <3 -112 (76.2< 88.9) 11' 18 <8-1/2 - RO12 < I159) Factory Mutual E t3 -1a<4 (88.9 <101.6) 0 18 -1A <9 1215.9 <I28.6) ICC Evaluation Service, Inc =ER -1372 (formerly ICBO) F 14 < 5 (1 < 127.0 Q P 1 9 1/2 < 1 (241 < 2 Y � i4.1R<s (114.3<1n.a)• a 1- 9.1r2<lo rz41� <IS4.o1 (inducing seismic loading conditions) x i 5 <5.1/2 (127.0.< 139.7) 8 10 < 11- . • • (254.0 <279.4) • Metro-Dade County - #01.0504.12 I 15.1/2 <6 (139.7<152.41 S =11 <11 (279.4<304.81 1 16 <6-U2 (152.4 < 165.11 T_ 1 12 < 13 (304.8 < 3302) City of Los Angeles - #RR2748 •hoanamwoal (xo4+r► SBCCI Compliance Report - 49570 California State Fire Marshal Cal Trans - nwRamset/Red Head* 1 -800- 899 -7890 39 11 /03 ®H " Submittal lnformati ®n • ANCNOB /NS SY STEMS Trubolt Wedge Anchors Ultimate Tension and Shear Values (Lbs /kN) in Concrete* ANCHOR INSTALLATION EMBEDMENT ANCHOR I fc = 1000 P51(13.8 MPa) I Pc = 4000 PSI (274 MPa) I Pc= 6000 PSI (41.4 MPa1 DIA. TORQUE DEPTH TYPE TENSION SHEAR TENSION SHEAR TENSION SHEAR In. (mm) FL Lbs. (.4m) In. (nun) I Lbs. (MA) Lbs. (1TH) lbs. (8N) Lbs (8N) I Lbs. (b7) Lbs' Lbs: (411) 1/4 (6.4) 8 (102) 1 -1/8 (28.6) 1,180 (5.2) 1,400 (61) 1,780 (7,9) 1,400 (61) ( 1,900 (841 1,400 (6.2) 1 -15/16 (49.2) 2,100 1931 1,680 (7S) 3,300 (14.7) 1,680 (73) 3,300 (147) 1,680 (73) 2-1/8 (54.0) 2.260 (10.1) 1,680 1731 3,300 (14,7) 1,680 (7.51 3,300 (14.7) 1.680 (7S) 3/0' (9.5) 25 (333) 1.112 (38.1) 1,680 (7,) 2,320 (103) 2,240 (10.0) 2,620 (11.7) 2,840 (12.6) 3,160 (14.1) 3 (76.2) 9480 (15.5) 4,000 (17.8) 5.940 (26.4) 4.140 (18.4) 6.120 (27.2) 4.500 (20.0), 4 (1012) 4,800 Q1.4) 4,000 (172) 5,940 (26.4) 4,140 (18.4) 6320 (27.2) 4,500 (20.0) 1/2 (12.7) 55 (74.6) 2-1/4 (57.2) 4,660 (20.7) 4,760 (21.2) 5,100 (22.7) 4,760 (211) 7,040 (313) 1.040 (313) 4-1/8 11042) WS{atbon 4,660 (20.71 7,240 (322) 9.640 (42.9) 7,240 (321) 10.820 (48.)) 8.160 (36.3) 6 1152.4) WS G 5,340 (23.8) 7,240 (3211 9,640 (42.9) 7,240 (312) 10,820 (48.1) 4160 (36.3) 5/8 (15.9) 90 (122.0) 2 -3/4 (69.9) list Oi 6,580 (293) 7,170 (31.7) 7,180 (31.9) 7,120 (31.7) .9,720 (43.2) 9,616 (42.8) - 5-1/8 (130.2) 6.580 (2,93) 9200 (42.7) 14,920 (66.41 11,900 (52.9) 16.380 17291 12.520 (557) 7-1/2 (190.5) Galranind 7,060 (31.4) 9,600 (42.71 15,020 (66.8) 11.900 (52.9) 16,380 (72.91 12.520 (55.7) . to 3/4 (191) 115 (237.3) 3-1/4 (82.6) W19-304 7,120 (31.7) 10,120 (45.0) 10,840 (481) 13,720 (6101 .13,80 (59,2) 15,980. (11.1) 6-5/8 11683) 14980 (48.8) 20,320 (90.41 17,700 (787) 23,740 (105.6) 20.260 (90.1) 23,740 (105.6) 10 (254.0) or 10.930 (48,8) 20,320 (90.4) 17,880 (79.5) 23.740- (105.6) 23.580 (104.91 23,740 (105.61 1/8 (22.2) 250 (339.01 3.3/4 . 1953) SWW -316 SS. 9,520 (4231 13,160 (58.5) 14,740 (65.6) 16.580' (73.8) "17,420 . (77.5) 19,160 • (85.2) 6-1/4 (158.8) 14.660 (652) 20,880 (92.9) 20,940 (93.11 28.800. (128.1) I4,360 (108.4) 28,800 (1283) 8 . (20311 14,660 • (65.21 20,880 (92.9) 1,940 (93.1) 28,000 (128.1) 24,360 (108.4) 28,800 (128.1) 1 (25.4) 300 ' (408.7) 4-1/2 . 11143) 13.940 (62.0) 16,0E0 (713) ' 20.180' (39.8) '22,820_ (1015) ` 21,180: (94,2) .24.480 (100) 3.3/8 (1873) 14,600 154,9) 24680 (117.6) 23,980 (106.7) 37,940 (1688) 33,260 (148.0) 33,060 069.4) . • - - .9.1/2 - (2413) 18.700 013,3)' 28,680 (127.6) 26,540- (118,1) 37,940 (1688) 33,260 (14801 38,080 .(169.4) 1 - 1/4 (31.8) I 500 (677.9) 5;1/2 (139.7) - 18,140 (80.71' ' 23280 (103.6) 25,380 (1173) I 29,460 (1310) .33,640 ,1149.6) 33,760 (150 -3) 8 ' , (203.2) 27,340 (1I1.6). 35,080 (156.0) _ 03,300 (192.6) 44,260" (156.9) 45,540 120261 50.560 1224.9) • Mantle alum artImsedupona4M1ialtl y Non. Omdebt4 tat Amide lad ratan . . . Trubo - Ultimate Tension and Shear Values (Lbs /kN) in Wedge Anchors. Lightweight Concrete* 'AN0)OR `." ' INSTALLATION 'EM_BEDMENT ANCHOR - - - LGHIWEIGHTCINCIETE ' LOWER FLUTE OF STEEL DECTTH (19 OIL `TORQUE DEPTH TYPE ft= 2000PS1(20.716Pa) LLGH1WE(GHT CONCRETE ALL In. (mm) • Ft lbs. 01m) • 10. (ma) 6= 3000 PSI (20.7 MPa) TENSION SHEAR TENSION -SHEAR ' . Lbs (tN) LI».(tlq, Lbs:(tN) Lbs -(kN). 1/8 (9.5) ' '25 • •(33.9) 1 -1/I . •(33.1) Ws al naz ' "4120 (9.43 3,720 (165) 1,900 ••(85) 3,160 (14.1) 3 . (762) W es_ 2.940 (13.1) 4,240 (18.9) '2,840 (12.6) 4,000 (17.8) 1/2 (12.7! • SS (74.6) I -1/4 (57.2) Rot lipped '3,600 (160) . 7,040 (31.3) - ' -3,400 (1S.1) • 5,380 : (23.9) 3 (76.2) - 4d114niud- 4,720 (21.0) 6420 (29.4) 4,460 ' (19.9) 6,620 (29.4) . • 4 (101.6) • 6,920 (308) 4200 - (21.4) 6.440 1216 5/8 (15.9) 90 (122.01 3 (76.2) y1W -)0455 6,000 (26.7) 9240 141.11 4,720 (21.0) 5,500 04.5) ' 5 (127,0) 5,960 06.51 9,280 1413) 6,580 • (293) . 9,140 •(40.7) 3/4 (191) 17S (237.3) 3.1/4 (82:61 a 7,160 (31.9) 12,800 156.0) 5,840 (76.01 l 8,880 (39.5) 5.1/4 (1314) ( 5Y/19-316 5.5. 8900 (39.6) 15,970 (70.8) 7,040 (31.3) • Allow* Wm are baud upon 44Wl safety luus.D tbr4toat4radefoutvaiuet. mw Ra . mset/Red Head" . 1 -800- 899 -7890 40 11/03 BRED HEAD° S I ANCHOR /N0. SYS Trubolt Recommended Spacing and Edge Distance Wedge Anchors Requirements for Shear Loads* ANCHOR EMBEDMENT ANCHOR EDGE DISTANCE MIN. EDGE MIN. EDGE DbTANCI SPACING MIN. ALLOWABLE DIA. DEPTH TYPE REOUIREDTO DISTANCE AT WHICH AT WHICH THE REQUIRED TO SPACING BF(WEEN In. (nun) In. (mm) OBTAIN MAX. THE LOAD FACTOR LOAD FACTOR OBTAIN MAX. ANCHORS In. (nun) WORKING LOAD APPUED =.60 APPLIED =.20 WORKING LOAD LOAD FACTOR In. (mm) In. (mm) In. (mm) In. (mm) APPLIED =.40 1/4 16.4) 1.1/8 (28.6) 2 (50.81 I 1- 5/16 (33.3) - - 3 -106 (100.41 2 ,150.8) 1-15/16 (4921 1 -15/16 (49.21 I 1 115.4) - - 3 -7/8 (98.41 1-15116 (491) 3/3 193) 1.1/2 (38.1) 2-5/8 (663) I 9.3/4 (445) - - I 3.1/4 (133.4) 7.5/3 (66.7) 3 (762) , WS- Carbon 3.3/4 (9531 3 (762) 1 -1/2 (38.1) 6 (152.4) 3 (761) 1/2 (117) 2-1/4 (57.2) m 3 -1S/16 (1000) 2- -e0/16 (65.1) - - 7 -7/8 (200.0) 1.15/16 (100.01 4 -1/3 (10413) W5.G 5.3/16 (131.81 3.1/8 (79.4) 1-9/16 (39.7) 6-3/16 (157.2) 3-1/8 (79.4) 5/3 (15.9) 2 -1/4 (69.9) Hot- Gipped 1.13116 (1212) 3.18 (794) - - 9.5/8 (2445) 4 -11/16 (1221) 5-1/8 (1301) 6aitratrmed 67116 (163.5) 3-718 (9841 1.15/16 (491) 7 -11/16 (19131 3.7/8 (914) 3/4 119.1) 3-1/4 (821) 5.11/16 (140) 3-3/4 (9531 - - 11 -3/8 (233.9) 5-11/16 (1443) 6.5/8 11683) or 6-5/16 (1603) 5 (127.0) 2-1/2 1633) 9-15/16 12514) 5 (127.0) 7/8 (221) 3 - 3/4 (953) VAT-104 S.S. 69/16 (1661) I 4-5/16 ()095) - - 13.1/3 (333.4) 6-9/16 (166.7) 6.1/4 1158 .81 or 8-I/2 (215.9) 6-1/4 (158.8) 3-1/8 (79.4) 12 -1/2 - (3173) 64/4 (1583) 1 (25.4) 4.1/4 1108.01 5154-31653. 7.7/3 (2000) I 5. 1130.2) - - 15.3/4 (400.1) 7.7/8 (200.0) 7.318 (1873) 10-1/16 - (255.61- 7.118 (187.3) 3 -11/16 193.7) 14-3/4 (314.7) 7-3/8 ' 118731 1 -1/4 (312) ' 5.1/7 (139.7) 9-5/3 (24431 6-114 (158,81 - - 19-1/4 (489.0) 9-5/3 (244.5) 8 (20311 _ • 11.7/16 (7905) 3 (203.2) 4 1101.6) ' 16 • '(406.4) 8 (203.21 • Swap and Nqc dermas Cue be dMdded by 0.79 e4ro+now am gum to ma[ni Wc *: exam. Linear itaerpdacton may be zed 141 mtemedlbte tpacmq aed edge Baas. Trubolt' Recommended Spacing and Edge Distance Wed Anchors Requ irements for Tension Loads* • ANCHOR EMBEDMENT ANCHOR ' 'EDGE DISTANCE MIN. ALLOWABLE SPACING REQUIRED MIN.AILOWABLE " DIA. • DEPTH TYPE. REQUIRED TO EDGE DISTANCE AT TO OBTAIN MAX. ,SPACING AT WHICH In. (nun) In. (mm) - ' 'OBTAIN MAX. ' • WHICH THE LOAD . • WORKING LOAD THE LOAD FACTOR 'WORKING LOAD FACTOR APPLIED a• 65 In. (mm) APPLIED= .70 - ' In. (nun) -. In. mml - . - In.(atm) 1/4 (6.4) 1.1/8 (2841 2 • 150.81 1 (25.4) 3 -15/16 . (100.0) 2 (508) 1 -15/16 (493) 1.15118 ( I (214) 3.7/3 (98.4) 1 -15116 (49.2) 2 -1/8 (54.0) . 1•S/8 (413) 13/16 (20.6) 3-3/16 (810) 1.518 44131 3/8 (93) I.1/2 (381) 7-5/8 (663) 1 - 5/16 (333) 5 (1 33.4) 2 -38 (667) I (76.21 3 (16.2) 1 -1/2 (38.1) 6 (152.4) 3 (73.21 4 (101.6) 3 (762) 1 -1/2 (38.1) 6 (152.4) 3 (762) 1/2 (17.7) 2-1/4 (57.2) 3 -15/16 (10001 2 150.8) 7-7/8 (2000) 3-15/16 (100.01 4.1/8 (104.8) _ WS-Carbon co 3.18 (79.4) 1.9/16 1393) 6-3/16 (1571) 3-1/3 (79.4) 6 (1524) WS-G 4-1/2 1114,3) 2-1/4 ISM 9 (22.8U) 4-1/2 (114.3) 5)3 (15.91' 2-3/4 (69.9) HcR•Oipped .4.13/16 (122.2) 2 -7/16 (61.9) 9-513' (2443) 4.13/16 (1222) 5.18 (130.21 3-7/8 (984) 1 -15/16 (49.2) 7-1/16 (1953) 3-7/8 (914) • 7.1/2 (19031 - 5-5/8 (1419) 2.11/16 (71.4) 11 -164 128591 5-5/8 (142.9) 314 (1931 3.114 (82.61" YhV•304SS - 5-11/16 (1443)- 2-78 • (73.01 11.38' (238.9) 5-11/16 ' "(1445) 6.5/3 (1633) 5 (127.01 2-1/2 (63.5) 9 -15/16 (252.4) 5 (121.0) 10 (254.0) 4r 7-1/2 (190.5) 3.3/4 195.31 15 (381.0) • 7.112 (1903) 7/8 (222) 3-3/4 (95.3) ST/T/- 11555• 6-9/16 (166.1) 3.5/16 (84.1) 13.1/3 (3314) 6.9(16 (166.7) 6.1/4 (158.81 6-1/4 (1588) 3.18 119.41 12 -1/2 (317.5) 6-1/4 (158.8) 8 (203,21 , 6 (157.4) 3 17621 12 (104.81 6 (1514) 1 (25.4) 4-1/2 (111.3) 7 -78 (200.0) 3-15/16 (100.0) 15.3/4 (40031 7.7/8 (210.0) 7-3/8 (187.3) 7-3/8 (137.31 3-11/16 (93.7) 14-1/4 (374.71 7.38 (1873) 9-1/2 (2413) s 7 -1/8 (161.01 3- 9/16 (90.5) 14-1/4 (36101 7.18 (181.8) 1 -1/4 (31.8) S-112 (1391) 9.5/3 (2445) 4-13/16 11221) 19.1/4 (489.0) 93/8 (2443) a (203-11 - 8 12032) 4 110161 16 (406.41 8 (20171 • soaring am cap dksaxmatd be dwmrd401S cram authors art discs( on sc a m(dc ktweapn wncrew 3me4r mc°po4cian quy be cad tar in meedlau man; and edge dtsattoe4 Combined Shear and Tension Loading -for Trubolt Anchors Allowable toads for anchors subjected to combined shear and tension forces are determined bp . the following equation: (P4/141 + (1bMt )" 51 Ps = Applied tension load Vs= Applied shear load Pt = Allowable tension load Vt m Allowable shear rrffRainset/Red Head° 1 -800 -899 -7890 41 11/03 L 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 Flush Drop -In Anchor NDI -P: Item No.: 00243554 '. Click to enlarge (Technical Data i l Anchor length 3/4 In. Drill bit diameter 1/2 in. i Material composition Carbon steel with zinc plating i Metal composition Carbon steel I Base materials Concrete block (solid), Concrete deck (hollow), Stone (t Additional product Short embedment for pre-cast hollow slabs 'Information Applications - Reliable fastenings in hollow core panels , precast plar slabs Hilti. Outperform. Outlast. HUB — registered trademark of Hilt! Corp., FL -9494 Schaan, Principality of Uechtensteln © 20D1 - 2006, Right of technical and programme changes reserved, S.E. & 0. http: //www.hilti.com/holcom /modules /prcat/prca_fuse jsp ?RANGE OID=10772 4/26/2006 SIDEWINDE.RSTM 1- 10ftILC) \TAL MOU` \T food Nut Driver 1/4 8018957 4016 SWG 100 1/4 X 1 25 9.38 125 it Use #14SW Nut Driver 1/4' 8019957 300 SWG 200 1/4 X 2 . 25 10.00 125 for Sidewinders and 1/2 Sammys 3/8" 8020957 18 SWG 10 1/4 X 1 25 7.50 125 i .* 3/8' 8021957 19 SWG 20 1/4X 2 25 8.75 125 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 Iteel 3/8' 8050957 39 SWD 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 Pert #8114910 3/8" 8052957 41 SWD 20 1/4 X 2 25 8.13 125 Item # 101 1 3/8' 8053957 42 SWD 516 5/16 -18 X 1 -1/4 25 8.75 125 3/8 " 8054957 46 SWDR 1 - 112' 1/4 -20 X 1 -1/2 25 9.06 125 * 3/8' 8055957 43 SWDR 1' • 1/4-20 X 1 25 8.75 125 A * 3/8" 8056957 44 SWDR 516 5/16 -18 X 1 -1/4 25 10.31 125 3/8" 8057957 45 SWT 15 12 -24 X 1 -1/2 25 7.81 125 loncrete 1 /4" 8062957 1900 SWC 200 5/16 X 1 -1/2 25 9.38 125 '•r 3/8" 8061957 65 SWC'20 5/16 X 1 -1/2 25 9.38 125 • Most Items Available in Stainless Steel illi NEW! NEW! NEW! NEW! NEW! NEW! NEW! NEW! NEW! NEW! * Use with 3/8" Rod Sammy Swivel Head' Approvals Pert # Item # Model Screw Box Weight Case Descriptions Qty. (per 125) Qty U.S. Patent No. • 17 deflection from vertical 6.443.680 • Accommodates up to 8139957 4702 SH-GST 20 1/4 x 2 25 9.38 125 3-1/2 x 12 pitch roof ¢ 8140957 4703 SH -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 30SS 1/4 x 3 25 10.94 125 '�" 8137957 4700 SH -DSTR 1 1/4-20 x 1 25 9.38 125 1 * 8138957 4701 SH -DSTR 1 - SS 1/4 -20 x 1 25 9.38 125 - Ro e•Me>at Dire�Y , Patent Pending SAMMY X- PRESS � G �• Steel Screw Box Weight Case Hang Approvals Part # Item # Model Descriptions 25 Deck 8 punin • i Qty. (per ) Qty. i 1/4-20 x 1 -1/8 J I 1 . \C?., . 22 20 8150922 500 XP 20 Sammy X -Press 20 25 10.3 125 • .— -- l 1 f>_ 1/420x11/8 3 ,— 18 -16 8153922 503 XP 35 Sammy X -Press 35 25 10.3 125 Uninstalled • 1 1R _ Sammy X -Press It ,,• _ . 1 8151910 501 XPIT Installation Tool 1 1.02 1 � R�$$ T~ (Kit includes: Sleeve. Bit Receiver. Hex Wrench, and 25/64' Drill Bit) Installed 8152910 502 XPDB 25/64" Drill Bit 1 0.14 1 • DIVISION 13 13910 BASIC FIRE SUPPRESSION MATERIALS & METHODS The following information p FLEXI - FlexHead® Industries with /•. the permission of Reed I N D U S T R I E S'L∎ Commercial Construction Data. Holliston, MA it i Sprinkler Founded In 1992. FlexHead Industries is dedicated to y._ Connection providing safe, leading edge technologies that pro- .0,.,„. S)''' mote increased Installation and maintenance of auto- ?r .N, matic sprinkler systems. ,,,, ' Product Description & Applications I Flexhead manufactures flexible stainless steel hose assemblies that connect sprinkler heads to the branch lines. These systems install In a quarter of the time of .�. — hard pipe armovers, and sprinkler heads can be easily ' -° ,4 `. relocated, inspected and maintained. With no rigid j 51.1 � joints between the branch line and the head the flexi- ""' i Y • be connection e Impervious to building motion, even 5 - , in seismically active areas. It remains completely water- - tight even under the most rigorous conditions. - `� "' With any contractor installed sprinkler head of ,„ M �� choice, this pressure /leak tested system Is available in is f +3, 2'-6' (0.6 -1.8m) hose lengths, making it ideal for any %. commercial, inst lutionak, duct or cleanroom'applica- f ,i k! tion. In addition FlexHead both minimizes the cost and 11 simpllfles the labor required to bring unsprinklered build 1- ; ` ings up to code. it installs In minutes, even in the most :e4: V' -•. -`" restrictive of spaces. ' - F�eatures ■ & Advantages i Exhaus t' - DUC - ` II ... . . FlexHead sprinkler connections provide engineers, archttects, contractors and building owners with a level Sprinkler of fl previously unavailable, Including: .C r - " - + • Reduced labor costs and callbacks , • Expedites retrofitting of buildings with confined ''"'`:`- . / gF ' spaces • Predictable Installation - eliminates bidding problems I - ,,, , ,_51 and scheduling delays `" _. = '', • Fast -track construction for rapid occupancy L • Compatible with any FM /UL approved sprinkler head • 1 CO% leak - tested system — - - -- • Industrial grade, all welded, no 0 -ring construction — " • Adjustable height and sprinkler alignment/ center -of- tile uniformity • No additional hangers required +` W • Compatible with BlazeMaster° Fre Sprinkler Systems I -- Properties & Performance • All products meet NFPA 13 Guidelines Inst • Commercial products are approved for use with - i light, medium and heovy load grids (ASTM C 635, _A Sprinkler • All products are rated up to 175 or 300 psi (12 or 2067 `� Connection kPa) 4, • All products are International Building Code compli- ant for sprinklers installed in seismic design classes C, s; : °. D, E and F , • Commercial product Is FM approved and UL listed for ; %. / suspended ceiling and gypsum board ceiling instal - --- t-..,• ,, ; \., ,r' Construction, Materials & Finishes ® - Every FlexHead sprinkler connection comes complete - with the flexible hose and attachment bracket. Construction, Materials & Finishes SPEC ry rub s PS CATAL 800.829 -6975 or 508-893 -9596 Fax 508-893.6020 Op =R I Ct{r C12 Email' info@flexhead.com www.flexhead.com @ www.ReedFlrstSource.com BkreMosrer Is a reostered trodemark of Noveon IP Holdings Corp. Reed Corutrtztron Vara All tRrynts Reserved SPEC BASIC FIRE SUPPRESSION MATERIALS & METHODS 13910 � - FlexHead Industries, Inc. F LExI D® •Fl exible design provides versatility for changes d floor plan or occupancy • Compat i ble with any FM /UL approved i sprinkler head ., ti • 100% leak tested system INDUSTRIES "Industrial grade, all welded, no 0 -ring con- struction, uses all stainless steel components Commercial 1. Product Name v. 'Adjustable height and sprinkler alignment/ v, _ FlexHead Commercial Sprinkler Connections center -of -tile uniformity Sprinkler •Rated up to 300 psi (2066 kPa) with no N . Connection 2. Manufacturer additional hangers required '' FlexHead Industries, Inc. '`' 'Easy friction loss /water pressure calculations .?,-;' 56 Lowland St. •Multiport bracket provides uniformity with any 5 : Holliston, MA 01746 suspended or gypsum board ceiling system (800) 829-6975 'Compatible with BlazeMaster'M Fire Sprinkler (508) 893-9596 p p Fax (508) 893 -6020 Systems 111 3 Head,com 'Approved for use in suspended ceiling sys _ ' _ a. E-mail: Fax (508) 8) 893-6020 . > . tems with light, medium and heavy � � ' ~ ° ., www.flexhead com . �rr r Vs R� load grids (ASTM C635, C636) , , „ ��$ • 4 - ; ' ` ; •True -bore 1 (25.4 mm) Internal corrugated �d `w . � -' 3. Product Description hose diameter, which produces friction loss s At:l!. - _ s, 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 connect sprinkler heads to the branch lines, •2003 IBC and SEI /ASCE 7 -02 compliant Every FlexHead connection comes complete 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, allowing for rapid Instal- classes C and DIE /F et. Each connection is made from 100% facto - lotion or relocation of sprinkler heads in sus- ry tested Type 304 stainless steel. The hose nip - pended ceilings. f ® pies are also 304 stainless steel and are fully Each FlexHead unit comes with a mounting /� welded using a proprietary welding process bracket and a 1- piece, leak tested sprinkler ., , =BM= (no 0- rings). FlexHead is leak tested to 175 psi drop. The mounting bracket is compatible (1205 kPa). It has burst pressure of over 2000 with any suspended or gypsum board ceiling SYSTEM COMPATIBLE psi (13,780 kPa). system. With any contractor Installed sprinkler head - of choice, this pressure /leak tested system is ' available in 2' - 6' (0.6 - 1.8 m) hose lengths, `. ° making it ideal for any commercial applica- ''= � tion. In addition, FlexHead both minimizes the ,� -, ' cost and simplifies the labor required to bring._ � � ` � unsprinklered buildings up to code. It installs in _ j " minutes, even in the most restrictive of spaces. All FlexHead commercial sprinkler connec- ` sF Lions are Factory Mutual (FM) approved and UL listed and are manufactured in an FM /UL audited facility. °, BENEFITS ��� ° • Reduced labor costs and callbacks - Expedites retrofitting buildings with con- -`. fined spaces $�! - Predictable Installation eliminates bidding 8 , problems and scheduling delays Fast -track construction for rapid building ` -- ,,° , V ; occupancy Gypsum board ceiling Installation V `�-'d�y SPEC.DArA'�crd WM.'aPEC aft) repstelec rmaernc s or i?e, -.f E�e:1ar inc. ire fen pc,' SrEC.DafA &.rnar cor e-rns'e ine mi,',fncl safe '�/ or The Comtruc'r n Sp9a Ino0lu;e ene 3 uvM rmin ft rrr L_rmusron The 'r inurcorurer it rascr n3,.e tot tecnrJcol eeeutecv .; ,lend Construe'an Data All Purr, i939r.nC SPEC 0 BASIC FIRE SUPPRESSION MATERIALS & METHODS 13910 . 3 , , - A FlexHead Industries, Inc. The bracket system is made from galva- nized sheet metal and is approved and com- patible for use with light, medium and heavy _ _ .... -- load grids (ASTM C635, C636) or gypsum board ceiling systems. { !`;;:� SIZES . FIQxHead Is available in 2', 3', 4'. 5' or 6' (0.6, 0.9, ' . = 1.2, 1.5 or 1.8 m) hose lengths. ' r.,.._ 4. Technical Data �. APPLICABLE STANDARDS American Society of Civil Engineers (ASCE) - - _ ": SEI /ASCE 7 -02, Section 9.6 Architectural, "�� ° ° "� Mechanical, and Electrical Components and - ,,, 34 Systems 4.-- >_ '. - i ASTM International "Iiitt' • ASTM C635 Standard Specification for the' Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay - 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 Association (CISCA) PHYSICAL /CHEMICAL PROPERTIES from the manufacturerrs technical support • Recommendations for Direct -Hung Acoustical Test reports are available to design profes specialists. Installation must comply with the Tile and Lay -In Panel Ceilings, 2002, Seismic sionals upon request. requirements of applicable local, state and Zones 0 - 2 national code jurisdictions. • Guidelines for Seismic Restraint Direct Hung 5. Installation Suspended Ceiling Assemblies, 2002, Seismic 6. Availability & Cost Zones 3 and 4 PREPARATORY WORK AVAILABILITY Installation should only be performed by qual- International Code Council (ICC) For information on product availability or to ified and licensed technicians In the fire pro- • ICC International Building Code (IBC), 2003 - locate an authorized FlexHead distributor, Sections 803.9 Acoustical Ceiling Systems; tection field. Consult NFPA, FM, UL and state contact FlexHead Industries, Inc, 1621 Architectural, Mechanical, and and local guidelines prior to installation, COST Electrical Component Seismic Design METHODS Requirements; and 1622 Non - building Each FlexHead ceiling sprinkler connection Budget installed cost information may be Structural Seismic Design Requirements includes a multipart mounting bracket and a obtained from the manufacturer upon •ICC Uniform Building Code (UBC), 1997 - 1- piece, leak tested FlexHead sprinkler drop. request. Standard 25-2 Metal Suspension Systems for Attach the bracket to the t -bar ceiling grid; Acoustical Tile and for Lay -in Panel Ceilings then attach the FlexHead sprinkler to the sub- 7. Warranty FM Global Technologies LLC (FM) - FM main Secure the sprinkler to the bracket Test FlexHead Industries, Inc„ warrants that its Class Number 1637 Approval Standard for installation of sprinkler system for any leaks products will be free from defects in materials pp per NFPA guidelines, and workmanship under normal conditions of FlexibleSprinkler Hose w/Threaded End Fittings use and service for a period of 1 year from National Fire Protection Association (NFPA) PRECAUTIONS date of sale. The obligation under this warran- •NFPA 13 Standard for the Installation of Consult the manufacturerfs installation instruc- ty is limited to repairing or replacing any prod - Sprinkler Systems tions for complete installation information. uct that is returned with transportation •NFPA 13D 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 Dwellings and Manufactured Homes inspection of FlexHead product, the facility FlexHead shows to their satisfaction to have •NFPA 13R Standard for the Installation of fire protection system must be inactive, Do been defective In materials or workmanship, Sprinkler Systems in Residential Occupancies not attempt relocation or maintenance of under normal conditions of use and service up to and Including Four Stories in Height FlexHead product while fire protections sys- The decision as to whether to repair or to tem is live. V SPEC DATA ' NANU•S%EC'' •'99 rig 'e;Gd rcd4rlc4s !1 R9 Eh6v7.1 rrc Ins Ion F+rn SC FC 0,4 TA form Tr cor k) ,'4, . ' ;•fe . s> :, r79 Consruch.n SL :.n: orkns rnsi1•ule in Is u:.•d 1.9m m9c psimisslan. m9 mam ,s r nsjL is for •+cnnn:u accuncr !NOW Rrewl Cor•Pwac:, Colo all rro1115 Re!9; Vctl SPEC 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 maintenance information. ‘,. 9. Technical Services Design assistance and technical support are available upon request from the manufactur- er's trained staff. 10. Filing Systems MANU- SPECTM' First Source CAD Additional product information is available from the manufacturer upon request. FGG /BM ?' System Compatible indicates this product has been tested and Is monitored on an ongoing basis to assure chemical compatibility with FlowGuord Goldno, BlazeMasterrtil, and Corzanim pipe and fittings. FGG /BMr ;"FlowGuard Goldr. and Corzanw are registered trademarks of '���, Noveon IP Holdings Corp. SPECZArA MAW SPEC' rra r??u'alcd ,traumas of Rem Eho,or Inc. no i n cod SPEC-04nn soon? ; cnronro ro '7.o 9CGC^J sn or Mr Co.shvc'ion 5cecMccllons frnhhrre cnc R wee i■h rhwr porn:Von ina m,nurorlur.r k frspontIXo for lecnn of CCCUriCY ' 24)Cf` oeC',iffiNC .9n Coto 43 Rights RRdcrsec. Bulletin 136 Rev.M ® Model Fl FR Model Fl FR Recessed Quick Response CI Sprinklers CD K Model Fl FR Spiinlder Types Standard Upright ' = % � Standard Pendent �° f , Conventional �z Vertical Sidewall =� � Horizontal Sidewall `'� �, . '' - HSW 1 Deflector Model Fl FR Recessed Splinlder Types Recessed Pendent Recessed Horizontal Sidewall Upright Pendent - HSW 1 Deflector °,°` Listings & Approvals ' � k , , 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) �_ " t;; 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 UL Listing Category Vertical Sidewall Conventional q4":.°4:7:1.-;f417: .::/. Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV N. ,, Appl " 4 4 Model Patents: F1 FR US Patent Vertical S 6374920 Sprinklersies to . - Product Description Horizontal Sidewall Recessed Pendent Reliable Models Fl FR and Fl FR Recessed Sprinklers are HSW 1 Deflector (Model FP Shown) I 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 Fl FR and Fl FR 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 Fl FR and Fl FR 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 manu- 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: Model D Sprinkler Wrench Installation Data: Sprinkler Type K Factor Sprinkler Sprinkler Identification Standard - Upright (SSU) and Pendent (SSP) Metric Hei Organization Number (SIN) Deflectors Marked to Indicate Position SSU ssp }2" (15mm) Standard Orifice with NPT (R)' Thread 5.6 80 2.2' (56mm) 1,2,3,4,5,6,7 R.5 R3615 'l," (20mm) Large Orifice with 3;" NPT (R3/4)Thread 8.0 115 2.3" (58mm) 1,23,4,7,8 R3622 R3612 /A' (17mm) Small Onfice with y," NPT (R}z) Thread 4.2 60 2.2' (56mm) 1,2,8 R3623 R3613 %" (10mm) Small Orifice with y," NPT (R)) Thread 2.8 40 22' (56mm) 12,8 R3621 R3611 10mm Orifice XLH with F" Thread 4.2 60 56mm 4,6,7 R3624 R3614 Conventional- Install in Upnght or Pendent Position 10mm Orifice XLH with 839 Thread 4 2 60 56mm — R3674 15mm Standard Orifice with, " NPT (8X) Thread 5 6 80 56mm 4,6,7 R3675 20mm Large Orifice with 3/4' NPT (R3/4)Thread 8 0 115 58mm 4,7 R3672 ti ( ..--:11> , -7: „: - irli4X, 4, 035Ve ( ril ''' :.--I I' .4''' ',/ f 1 ti + Upright Pendent Conventional Model Fl FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Thread K Factor Sprinkler Approvali Sprinkler Identification Orifice Size US Metric Height Organizations Number (SIN) }z" (15mm) }2" NPT (R' /) 5.6 80 2.2' (56mm) 1,2,3,4,5,7,8 R3615 ' %2" (20mm) 3;" NPT (R3/4) 8.0 115 2.3" (58mm) 1,2,3,8 R3612 y, (11mm) y" NPT (R'h) 4 2 60 2.2' (56mm) 1,2,8 R3613 V (10mm) }' " NPT(R'h) 2.8 40 2.2" (56mm) 1,2,8 R3611 10mm FI-X 4 2 60 56mm 4,7 R3614 (I) Refer to escutcheon data table for approvals and dimensions Z I / +' NOTE Da "-.— 2 5/8' DIA 1 —mi.= HOLE IN C IL,NC 1 15/16' Du L • 1 5,/76' OL4 (58.7m] .... ~ (+Y?mml ' COP r =vv r' • r /?" REDUCEP NRN COLLAR i " T !/1 " REDUCER UNNL TC.Nr 1- AGuNSi SPRHLA LER WRENCH GOS5 \ 1 I � \ l - - I I i I1 0/ C -_ - — /• ,_u �i - , Fxr Or :,rr v TO GE/LrNC --ss- ADJUST-UM T'1 , 1 CETL OIMLW$iW ' � i O Mt.. 1 Irr AAi I t F 00 Vei ,' FACE OF Fi 7rl:G 7 �- A FACE OF CEILING I JO 1 .27/12 CAA ADJU - ■ i I) RI7 R TO FI J F? ES.CuTCNEON DATA TA-RC FOP AFFRI'VALS AND CIDENS!ONS (r) ,orpEP r0 FP ESCuTCHEJS D4'4 MOLE , CS APF'RCVAL5 AND O'MENSIONA 2. . Model Fl FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Thread K Factor Sprinkler Approval Sprinkler Orifice Size US Metric Height Organizations Number Numbber er ( (SSIN) 1 /2" 12" NPT (R1/2) 56 80 2.2 " (56mm) 1,2,3,6,8 R3685 15mm 1/2" NPT (R' /2) 5 6 80 2.2" (56mm) 4 i (1) LPC Approval is for Pendent poson only. 1 . Orientation Deflector to Ceiling Dimension (Min. - Max.) n54J rico Upright 4" - 12" (102mm 305mm) Pendent 6" - 12" (152mm - 305mm) IRrTILVF t"r Vertical Sidewall I US Patent No. 6,374,920 Model Fl FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizations K Factor and Type of Approval Sprinkler Nominal Thread Sprinkler Identification Light Ordinary Number (SIN) Orifice Size US Metric Length Hazard Hazard )"(15mm) }2" NPT(R') 5 6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 R3635 NOTE: UL, ULC and MI=A Listing permits use with F1 or F2 recessed escutcheon. 136FG04 E r ) FAC£ OF FITTING To —+ -r WALL DIMENS1Ol4 . � I 1,�4 " MIN li .,v, r 0 6mmJ { ;, f 1/4 HOLE —? r /aOLf MA . /F , 4 ._ 6 . ij J ft t eu . r k 1 [S7ImmJ , 132mmJ rl01 corm- 1SZ.LmmJ • ,, ,� 7 ? CE'LINC ro � I A 1 /2" REDUCER — D£ r 1 _. •# h f 7 -�_�1 -- • j - � l - r -- , � - -1 1 7 15/16' D:A. ) ' - !:.11._:_: - Horizontal Sidewall 49.2m7 — ", - . 7 y {_, �a (722mmJ 1 L_. j r 11 TURN COLLAR UNTIL 11:7 l.CAIN5T SPRINKL EF wRENC,4 6055 k1 ) (1) REFEN 10 ESCU'I+CE'OU DA I TABLE 1-OP Au '( ')NILS AND DIMLNSICNS 3. Installation • - Quick response sprinklers are intended for installation as cleaning fluids. Remove dust by using a soft brush or gen- specified in NFPA 13. Quick response sprinklers and stan- tie vacuuming. Remove any sprinkler which has been dard response sprinklers should not be intermixed. painted (other than factory applied) or damaged in any . The Model Fl FR Recessed Quick Response Sprinklers are to way. A stock of spare sprinklers should be maintained to be installed as shown. The Model Fl or F2 Escutcheons illus- allow quick replacement of damaged or operated sprin- tfated are the only recessed escutcheons to be used with the klers. Prior to installation, sprinklers should be maintained Model Fl FR Sprinklers. The use of any other recessed escutch- in the original cartons and packaging until used to mini - eon will void all approvals and negate all warranties. mize the potential for damage to sprinklers that would When installing Model Fl FR Sprinklers, use the Model D Sprin- cause improper operation or non -operation. Icier Wrench. When installing Model Fl FR 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- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER Conventional SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- Sidewall (Vertical, Horizontal HSW1) moval of the protectors before this time may leave the bulb vul- Recessed Pendent nerable to damage. RASCO wrenches are designed to install Recessed Horizontal Sidewall HSW1 sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS Finishes m m TO REMOVE THE PROTECTORS. Standard Finishes Temperature Sprinkler Escutcheon emperature Ratings Bronze Brass Sprinkler Max Ambient Bulb Chrome Plated Chrome Plated (3) Classification Temperature Temp. Color White Polyester Coated White Painted (3) °C °F Ordinary 57 135 100°F (WC) Orange Special Application Finishes Ordinary 68 155 100°F (38°C) Fled Sprinkler Escutcheon Intermediate 79 175 150°F (WC) Yellow Bright Brass Bright Brass Intermediate 93 200 150'F (66"C) Green Black Plated Black Plated High ) 141 286 225'F (107'C) Blue Black Paint Black Paint (t) Not available for recessed sprinklers. Off White Off White Escutcheon Data Satin Chrome Satin Chrome Escutctieon "A" Face of Filling (r) Other finishes and colors are available on special order. Approvals Adjustment �rr n to Ceiling or Consult the factory for details. model Wail Din ( FM Approvals is limited to bronze and brass, chrome or black 1y " plated finishes only. Max Recess (38.1mm) YIe "- '3'e" ( FP Push-on/Thread-off escutcheon F7 1 2, 4 , 8 Min Recess y;" (5mm -24mm) (19.1mm) Ordering Information 1/ Recess (38.1mm) Vie -'Y,e Specify: F2 1,2,3,4,5,7,8 M' Max. n Recess Ir " (5mm -17mm) 1. Sprinkler Model (24mm) 2. Sprinkler Type FP 1,2 Max Recessed r1; 1Y "(38.1mm) 3. Orifice Size Push -on/ ( 11 mm) N 4. Deflector Type Thread-oft 1,2 Min Recessed (24mm) e 11, (25.4mm) 5. Temperature Rating No Dimensional Figure for FP 6. Sprinkler Finish 7. Escutcheon Type Maintenance 8. Escutcheon Finish (where applicable) The Models F1FR and F1FR Recessed Sprinklers should be Inspected quarterly and the sprinkler system Note: When Model F1FR Recessed sprinklers are maintained in accordance with NFPA 25. Do not clean ordered, the sprinklers and escutcheons are packaged sprinklers with soap and water, ammonia or any other separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances wnenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries Manufactured by ReIiabIi0 The Reliable Automatic Sprinkler Co., Inc. ® R � yc P IeO (800)431-1588 Sales Offices (800)848-6051 Sales Fax Revision lines indicate updated or new data (914)668 -3470 Corporate Offices www.reliablespnnkler.com Internet Address EG Printed In U S A 7105 PlN9999970027 Bulletin 131 Rev. H 11.111111.11111.1111111111111111111.11.11111111 03 Reliable Model GFR Recessed Quick Response j Sprinklers Model GFR Sprinkler Types UL ListingCategory Sprin klers, Au to matic & Open Standard Upright Quick Response Sprinkler 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 fusible sol der type auto matic spin klers. Intermediate Level Pendent These sprin klers have dem on strated re sponsetimes in laboratory tests which are five times faster than standard Conventional re sponsesprin klers. Model GFR Recessed This quick response enables the Models GFR and GFR Re cessed Sprin klers to ap ply wa ter to a fire much Sprinkler Types faster than standard response sprinklers of the same tem peraturerating. Recessed Pendent Application Recessed Horizontal Sidewall Quick response sprin klers are used in fixed fire pro tec- HSW1 Deflector tion systems: Wet, Dry, De luge or Preaction. Care must be exercised thattheor i fice size, temperature rating, de A rovals flec tor style and sprin klerspac ing are in ac cor dance with 1. U nderwriters Lab o ra tories, Inc. (UL) the latest published stan dards ofthe National Fire Pro tee 2. Underwriters' Laboratories of Canada (U LC) tionAssociationor the ap proving 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 ageand stan dard wa ter den sitiesas 7. NYC MEA 258 -93 -E specified in NFPA 13. Quick response sprinklers and standard re sponse'sprin klers should not be in ter mixed. • I 2 ) ,t _\ r a - 01 .i'-'-'1-' i ' ' '"' '' • Y Ceti • Upright Pendent Intermediate Intermediate Small Orifice Up right Level Pen dent Level Up right .Y �� �. w. �_ �.. � tom,. , V . , Conventional HorizontalSidewall Recessed Recessed Pendent HSW 1 Deflector HorizontalSidewall HSW1 Deflector The ReliableAutomaticSprinlderCo., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model G FR Quick Response Upright, Pen dent & Con ven tional Sprin klers . . , . k ) i ii iIt._ .. _ ,,, , ._ k .:-.. _ - v --„c3-4.,....f., _ :. 1 , 1 ,--. 1 _ , - mt ;w 1 Upright Pendent Conventional SmallOrificeUpright Installation Wrench: Model D Sprin kler Wrench Installation Data Sprinkler Identification Nom i nal K Factor Number(SIN) Sprinkler Type US Metric Sprinkler Height Approvals SSU SSP Stan dard-Upright (SSU) and Pen dent (SSP) Deflectors Marked to Indicate Position Y2"( 15mm) Stan dard Orifice with Y2 "NPT(RY)Thread 5.6 80 2Y (73mm) 1,2,3,6,7 R3125 R3115 % "(11mm) Small Or i fice with Yz" NPT (RYz) Thread (11mm) 4.2 60 3X (81mm) 1,2,3.7 R3123 R3113 ' /6" (10mm) Small Orifice with Y2" NPT (RY2) Thread (10mm) 2.8 40 3X6" (81mm) 1,2,3,7 R3121 R3111 10mmOri rice XLH with R Thread 4.2 60 73mm R3124 R3114 '$2" (20mm) Large Orifice with 3/4" N PT(RN) Thread 8.0 115 2';4" (77mm) 1.2,3,7 R3127 R3117 Conventional-Install in Up right or Pen dent Position 10mm Or i fice XLH with R'6 Thread 4.2 60 73mm R3174 15mm Stan dard Or i fice with Y2" NPT (RYz) Thread 5.6 80 73mm R3175 Model G F RQuick Response Up right & Pen dent In ter me di ate Level Sprin klers 4- Vi Ob. 4-fir 4-fir ab. (t 14, m,iJ f Kam/ r a �� a & ebd At s iii b Nog —_ Y _ .Shedd �'� or • VIM i 41 V' PaOrmni BM z i rier wy LTv rrueo-s Upright Pendent InstallationWrench: Model D Sprin kler Wrench Installation Sprinkler Identification Nom i nal K Factor Number (SIN SprinklerType US Metric Sprinkler Height Approvals SSU SS Stan dard Up right (SSU) and Pen dent (SSP) Deflectors Marked to Indicate Position Yz "(15mm) Stan dard Ori rice with Yz "NPT (RY2) Thread 5.6 E0 2'X" (73mm) 1,2,3,7 R3195 R3115 ' 2 "( 20mm)LargeOrificewithl/. "NPT(R ) Thread 8.0 115 2,4" (77mm) 1,2,3,7 R3197 R3117 NOTE —The protective shield must be as sem bled in the field per the as sem bly drawings 2. Model GFR Quick Response Horizontal SidewallSprinkler Deflector: HSW1 _ Installation Wrench: Model D Sprin kler Wrench Installation Data NominalK ApprovalOrganization Sprinkler '"r , ti Factor and Type of Approval Ident. + Nominal Sprinkler Light Ordinary Number Orifice Thread Size US Metric Height Hazard Hazard (SIN) r. Yz" (15mm) 1/2" NPT (RYZ) 5.6 80 3Y." (84mm) 1,2,3,7 1,2,3,7 R3135 Xs" (11mm) Yz" NPT (RYz) 4.2 60 3Y." (84mm) 1,2,33 — R3133 X" (10mm) Yz "NPT (RYz) 2.8 41 33'8" (84mm) 1,2,3,7 — R3131 "4" (20mm) 4/4" NPT (RY2) 8.2 119 3) (84mm) 1,2,3,7 — R3137 f Identified by pintle extending above de flec tor. Model GFR Quick Response Recessed PendentSprinklers Installation Wrench: Model GFR1 Sprin kler Wrench Installation Data _ NominalK Sprinkler Factor Sprinkler Identification , b.r,mnsd er. Sprinkler Type US Metric Height Approvals° Number(SIN) *" ° ` "O Yi' (15mm)StandardOnfice 5.6 80 2A (73mm) 1,2,3,7 R3115 ,iw,p�' 1-'1=-1 WO th W' NPT (RYz) Thread '� Xs" (11mm)SmallOrificewith 4.2 60 3We (81mm) 1,2,3,7 R3113 ,I t 1 YeNPT(RYz)Thread t/A' =_ j' p... ..... A './ % "(10mm)SmallOrificewith 2.8 40 336 (81mm) 1,2,3,7 R3111 ' y1° ' r a „- u z � W' NPT (RYz) Thread 7; 10mmOnficeXLH with R; 4.2 60 (73mm) — R3174 ORy ,.c, r Thread ",_ (20mm) LargeOr i fice 8.0 115 2'/6 (75mm) 1,2,3,7 R3117 -- with YP NPT (RAY.) Thread ' gar m Re ferto 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 Approval Nomino A o Sprinkler Thread Factor r Type vpe of of AD prove! Identification Nominal Size Sprinkler Light Ordinary Number Orifice NPT US Metric Height Hazard Hazard (SIN) "" � i � -.._ L' _ mat g Yt' (15mm) Yz "(RYz) 5.6 81.0 3)(6" 1,2,3,7 1,2.3,7 R3135 1E11 '/, "(11mm) W RYz) 4.2 61.0 3Y+ "(84mm) 1,2,3,7 — R3133 Tr � � • %" (1 0mm) Y'(RYz) 2.8 40.6 3/8 "(84mm) 1,2,3,7 — R3131 I 1 � _ 1 r '( (20mm) 3/4"(R1/2) 8.0 118 2 3n+ "(84mm) 1,2,3,7 — R3137 i I_ I� L • "' Refer toes cutch eon data table for specificescutch eon approvals and di men sions. t I t_ A r • 100.0 1111014 3. Model GFR & GFR Re cessed Quick Re sponse Sprin klers Installation ' Finishes" " Quick re sponse sprin klers are in tended for stan dard area Standard Finishes coverage and standard water densities as specified in Sprinkler Escutcheon - NFPA -13. Quick response sprinklers and standard re- sponse sprin klers should not be in ter mixed. Bronze h m Brass s P P Chrome Plated Chrome Plated The Model GFR Recessed Quick Response Sprin kier is to Spe cial Application Finishes be in stalled as shown. The Model Fl or F2 Es cutch eons if lustrated are the only recessed escutcheons to be used Sprinkler Escutcheon with the Model GFR Pen dent or Hor i zon tal Side wall Srin- 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 approvals as a quick response sprinkler and ne gate all m Other finishes and col ors are avail able, con suit fac tory for de tails warranties. W All sprin klers have black painted sol der links When installing Model GFR Sprinklers, use the Model D Sprinkler Wrench and when installing Model GFR Re- Temperature Ratings cessed Sprin klers, use the Model GFR1 Sprin kier Wrench. Any other type of wrench may cause sprin kler dam age. Sprinkler Maximum Ambient Classification Rating Temperature Maintenance ° F °C T °C The Models GFR and GFRRe cessed Sprinklers should be 165 74 100 38 inspected quarterly and the sprin kler system maintained in Ordinary 212 100 150 66 accordance with NFPA 25. Do not clean the sprinklers with soap and wa ter, ammonia or any other clean ing flu ids. Re move any dust using a soft brush or gen tie vac u um ing. Es cutch eon Data Re move any sprinkler which has been painted (other than Face of Fitting fac tory a plied) or dam aged in any way. A stock of spare Escutcheon Approvals Adjustment To Ceiling or sprinklers should be maintained to allow quick replace- Model Wall Dimension ment of dam aged or op er ated sprin klers. Prior to in stal la F1 1,2,3 y"(19mm) e •'y (Smm -24mm) don, sprinklers should be maintained in the original cartons F2 1,2,3, Y2" (13mm) 3Sa"•'iar (5mm•18mm) and packag ing until used. This min i mizes the potential for damageresulting inim properoperationornon- operation. Ordering Information: Specify 1. Sprin kler model 2. Sprin kier type 3. Orifice size 4. Tern peraturerating 5. Sprinkler finish 6. Es cutch eon type 7. Escutcheon finish (where ap pli cable) Note: When Recessed Model GFR/F1 or F2 are ordered, sprinkler and escutch eon are packaged separately. Sprinkler Types Standard Upright Standard Pendent Sidewall — HorizontalHSW1 Deflector Conventional Recessed — Pen dent — Hor i zon tal Side wall HSW 1 Deflector Intermediate Level — Up right — Pen dent The equipment presented in this bul lean is to be installed in accordance with the latest per 0 nent Stan dardsofthe Na tional Fire Pro tec tion As so ci a uon, Fac tory Mutual Researc hCorpora bon, cc other sim i lar or ga ni za uons and also with the pro vi s ons of gov ern mental codes or or dnanceswhen everap plica ble. Prod uctsman u fac Lured and distnb uted by Reliable have been protecting life and prop ert for over 80 years, and are in stalled and serviced by the most highly qual i lied and rep u to blespnnkler con trac tors located through out the United States, Canada and foreign coun vies. Man ufactured by ® Recycled The Reliable Au to matic Sprin klerCo., Inc. ( 800) 431 -1588 Sal orateces Offices Paper fleHabIi Of ( (800) 848 -6051 Sales Fax Cotp orate Revision lines in te updated orneuvdata 914)668 -3470 www reliablesprinkler corn Internet Ad dress EG Printed in U S.A 7/02 P/N9999970024 • IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.1$ - a , VICTAULIC' IS AN ISO 9001 CERTIFIED COMPANY Series 705W FireLock® 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 EPDM disc coating. The body is coated with a heat fused !� polyphenylene sulfide blend to meet FM requirements and the new coating requirements for the 5th i , edition of UL -1091. For fire protection services, Series 705W valve is UL Listed and FM Approved for 300 psi (2065 kPa) service. Flow performance exceeds UL Specification 1091 and FM Approval Standard ti 1112 - A Weatherproof Actuator ' " -, t� f , Supervisory switches that monitor the valve in the fully open position for valves are available 2 - 12° � r, . (73,0 - 323,9 mm) pre -wired (PW). 1. ,,_ I 2 -6° Sizes Supply -side Tap Series 705W valves are available with a 1 /4' NPT supply side tap designed to allow direct water supply - SI connection to Victaulic FireLock actuated fire protection valves. See separate drawings below. This is an t1 : \ optional feature and must be clearly noted on all orders. Contact Victaulic for additional information on tapped valves. . . 8.12' Sizes 0 44 1> See viclaulic publication 10.01 for details. DIMENSIONS - II ICI , II I i - oil o il o a. i � .. o .': NPT II I I l� G t - ' O R/- �� TA P • II i ,� _Lr/1� NI I I F I E 1 J ► - •N - M - ►I - NPN - 1 I '4 H - 1.- I A • P A I4- Series 705W Series 705W with Tap Valve Size Dimensions -Inches/millimeters Nominal Actual Aprx. Diameter Out. Die. E to E HgL Wgt. Ea. Incheslmm Inches/mm A B C D E F G H J K L 0 M N P Lfulkg 2 2.875 3 77 9.80 1.80 3.92 - 2.88 6.97 5.45 7.02 0 97 2 31 4.50 144 0.60 1.03 9.1 65 73,0 96 249 46 100 - 73 177 138 178 25 59 114 37 15 26 4.1 76,1 mm 3 -000 3.77 9.80 1 80 3.92 - 2.88 6 97 5 45 7.02 0.97 2.31 4.50 1.50 0.60 1.03 9.1 76 1 96 249 46 100 - 73 177 138 178 25 59 114 38 15 26 4,1 3 3.500 3 77 10.48 2.14 4 22 0 08 3 50 7 61 5 45 733 0.97 2 31 4 50 1 75 0 00" 0.80 9 8 80 88,9 96 266 54 107 2 89 193 138 186 25 59 114 45 0 20 4 4 4 4500 463 1189 271 5.09 007 601 905 545 859 097 279 450 260 073 122 153 100 114,3 118 302 69 129 2 153 230 138 218 25 71 114 66 19 31 6,9 139,7 mm 5 500 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 0 139,7 149 326 79 143 11 153 253 138 218 25 100 114 - - - 9 1 5 5.563 5 88 12 82 3 12 5 61 0 43 6 01 9 98 545 8 59 0.97 3 92 4.50 - - - 20 0 125 141.3 149 326 79 143 11 153 253 138 218 25 100 114 - - - 9,1 165,1 mm 6 500 5 88 13 74 3 61 6 06 100 720 10.92 5 45 905 0.97 3 96 4 50 3 25 1 25 1 50 25 0 165.1 149 349 92 154 25 163 277 138 230 25 101 114 83 32 38 11,3 6 6.625 5 13 74 3 61 6 06 100 7 20 10.92 545 9.05 0.97 3.96 4 50 3.32 1.25 1.50 25.0 150 168.3 149 349 92 154 25 183 277 138 230 25 101 114 84 32 38 11,3 - 8 8 625 533 16 92 4.88 794 1 27 1020 14 06 8 28 13.30 2 05 2.66 6 00 5 10 0 18 0 91 52.0 200 219,1 135 430 124 202 32 259 357 210 338 52 68 152 130 5 23 23,6 Table continued on page 2. See notes on page 2 S REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT 2004 VICTAULIC - PRINTED IN U SA 2466 RE'J 0 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(vlctaulic com Victaulic Europe • Phone -9 -381 -1500 • Fax 32 -9- 380 -4438 • e -mail: viceuro@ivictaulic be Victaulic America Latina • Phone. 610 -559 -3300 • Fax 610-559 -3608 • e-mail vical@victaulic.com jctaulid' Victaulic Asia Paolo • Phone 65 -6235 -3035 • Fax 65- 6235 -0535 • e -mail vicap©victaul c.com 10.1 DIMENSIONS - ► ; K• - • , i , ' � �� Dila . I I ) . 1 0'0l 1 B� I '. %NPT Iri l ,l G , :(l D . • 1 Supply Tap II j NI F —+i L -A L M I.— 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/mm A B C D E F G H J K L 0 M N P LbsJkg 10$ 10750 640 19.14 5.84 869 172 1220 1577 10.09 1619 2.05 320 900 - - - 800 250 273 0 163 486 148 221 44 310 400 256 411 52 81 229 - - 36,3 12$ 12750 6.50 21.54 704 1000 266 1425 18.28 1009 1722 2.05 3.25 900 - - - 1020 300 323,9 165 547 179 254 68 362 464 256 437 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 with Victaulic Style 07 Zero - Flex* Style 005 FireLock or Style HP -70 Rigid Couplings If Victaulic flexible couplings are used, additional support may be required. 2 Valve must not be installed with disc in full open position. Disc must be partly 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 Senes 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 10.18 8 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 Feethn Diameter Diameter Feet/r Inches/mm Inches/1nm of Pipe Inches/mm Inches/mm of Pipe 2'/2 2.875 5 6.500 8 65 73,0 1.6 165.1 mm 165,1 2,5 76,1 mm 3 000 5 6 6 625 8 76 1 1,6 150 168,3 2.5 3 3 500 5 8 8 625 11 80 88,9 1,6 200 219,1 3,4 4 4.500 12 10 10.750 12 100 114,3 3,7 250 273 3.7 139,7 mm 5 500 12 12 12 750 14 139,7 3,7 300 323,9 4,3 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: pp = O' Where: 2 C r . 0 = Flow (GPM) Cv = Flow Coefficient O = C x 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/mm Inches/mm (Full Open) Inches/elm inches/mm (Full Open) Inches/mm Inches/mm (Full Open) 2 2.875 5.500 8 8 625 65 73,0 325 139, 7 mm 139,7 1150 200 2191 3400 76,1 mm 3 000 325 5 5 563 1150 10 10.750 5750 761 125 141,3 250 273 3 3 500 6 500 12 12 750 80 88,9 482 165,1 mm 165,1 1850 300 323,9 8300 4 4.500 6 6 625 100 114 3 600 150 168 3 1850 Series 705W FireLock® Butterfly Valve 3 i 10.18 . I ___ _- SWITCH AND WIRING Supervisory Switch 2'/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 #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 at the valve installation. Switch #1 S1 Switch #2 S2 Normally Closed (2) Blue S 4 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 USTED ` JUNCTION 60X CONDUIT e, f "1 _ ■r rt ® u CONDUIT CONNECTORS Ilk, % WIRE NUTS W.A . '''''.4"""'"' mr 0:0141.10. WI WC SOCATIM CarKUCT 11■190 IL m•rmwc B o"o ��� ■ •w.= Yet .1* we wslad NOTE: Connecting to Common Terminals (Yellow S 1 and Yellow with Orange Stripe - S2), and Normally Closed Terminals (Blue St 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 out Cap off 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 1 12 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 product shall be manufactured ov Victaulic Company All products to be installed in accordance with current Victaulic installation /assembly instructions Viclauiic reserves the nght to change product specmcat ons. designs and standard equipment without nonce and without mcurnng obligations. 4 Series 705W FireLock@ Butterfly Valve IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES • 10.08 '\ ± i VICTAULIC IS AN ISO 9001 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 E single disc design incorporates a spring assisted feature for non - slamming operation. For systems requiring a Riser Check option refer to section 10.09. The 4° (100 mm) and larger sizes are provided 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 ' ', ` leak -free sealing unr conditions as low as five feet of head. Each valve is factory tested to 500 psi � unifier Seev,chw� (3440 kPa). The 2 and 3° (65 and 80 mm) sizes are UL /ULC Listed and 4° (100 mm) sizes and larger are pubhcahon 10.01 UUULC Listed and FM Approved for services up to 250 psi (1725 kPa) Sizes 4 - 8 °1100 - 200 mm (except Sizes 21/2 - 3" tortleta'I 165,1 mm size) are VdS approved Grooved ends allow fast, easy installation with just two Victaulic couplings or the valve may be mounted AK lc to flanged (ANSI CL.150) equipment using either to Victaulic Style 741 Vic - Flange or Style 744 FireLock s- flange adapters on either end. See Victaulic v' . publication 10.01 for details. Sizes 4 - 12" DIMENSIONS 1 4- A -il 1B ->►I Valve Size Dimensions- Inches/millimeters I I I Actual Approx. 1[31 0 i Nominal Outside Wgt. Lbs. Ea. Diameter Diameter Lb eter E to E Lt InJmm In/mm A B C 0 E J K P R kg Typical 2'h - 3" 2'/2 2 875 3 88 4 26 3.57 - - - - - - 3.6 yp 65 73,0 99 108 91 - - - - - - 16 76.1 mm 3 000 3 88 4 26 3.57 - - - - - - 3.6 761 99 108 91 - - - - - - 1,6 A ■ 3 3 500 4 25 5.06 4.17 - - - - - - 4 5 R N - c I 80 88 9 108 129 106 - - - - - - 2 0 ;Pig t II . r� } 4 1 4 500 9.63 6 00 3.88 2.75 3 50 200 4 50 3 50 3 35 20 0 I� C 100 114,3 245 152 99 70 89 51 114 99 85 9,1 I ql E 5 t 5 563 10.50 6.80 4.50 4 17 2.15 5 88 4 08 3 98 27.0 E 125 141.3 267 173 114 106 55 149 104 101 12,3 0 I 5.500 10.50 6.80 4.50 - 4.17 2.15 5 88 -1.08 3 98 27 0 N-- -1 J 0 139,7 mm i 139,7 267 173 114 - 106 55 149 104 101 12 3 ® W NPT Upstream Drain 6 1 6 625 11 50 8 00 5 00 - 4 50 2 38 6.67 4.73 3 89 38 0 ® 14' NPT Downstream Drain 150 168.3 292 203 127 - 114 61 169 120 99 17.2 0 2 NPT (Drain Optional) 165,1 mm 6 500 11.50 800 5.00 - 4 50 2 38 6 67 4 73 3 89 38 0 165,1 292 203 127 - 114 61 169 120 99 17 2 Typical 4 - 8" 8t 8625 1400 988 606 505 565 215 885 5.65 5.75 640 200 219.1 356 251 154 128 144 55 225 144 146 29,0 A 10 10.750 1700 12 00 7 09 5 96 6 69 2.15 10 92 6.73 - 100 0 - 250 273,0 432 305 180 151 170 55 277 171 - 45.4 - cyi P ' 12 12750 1950 1400 806 6.91 764 251 12.81 773 - 1400 j _.4. - _ - - 1 - t 300 323.9 495 356 205 176 194 64 925 196 63,5 D ___t E 1 VdS Approved LT-Z1 0i j0 B J,4- - O h' NPT Upstream Drain 0 w NPT Downstream Drain Typical 10 - 12" 0 REGISTERED TRADEMARK OF VICTAUUO - 0 COPYRIGHT 2001 V1CTAUUC - PRINTED IN U.S A. - S,(U IWCAS A6VPXF 1479 REV 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 corn 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 jctaulic® Victaulic Asia Pacific • Phone.86 -21- 58855151 • Fax: 86- 21- 58851298 • e -mail, vicap@vittaulic.com J 1 10.08 S FLOW CHARACTERISTICS NOTE Placement of check valves too SERIES 717 close to sources of unstable flow will 6 . 0 shorten the life of the valve and t t 1 4 potentially may damage the system 5.0 - ROW C) T - 111 WEIFAI Marani„ installed a reasonable To extend nd valve life. valves should be 4 0 _ AT 60°F (166°°C) stalled reasonab distance 3.0 •iii VALVE my .,,'�' ins d a r from le pumps elbows. F expanders, reducers or other wilder devices Sound piping practices rp dictate a minimum of five (5) times the pipe diameter for general use 2.0 A I I7 oy r Distances between three (3) and five (5) diameters are allowable provided co the flow velocity is less than eight (8) 1111 feet per second (2 4 mps) Distances 1A , less than three (3) diameters are not recommended arid will violate the 4 �� ° -���4 09 V.uIW V Wi•■'1UM JI•AW U Victaulic product warranty cc 0,8 _.u. / ■r.11W/11111/4•1.1- MWMANIIMII w 06 �11 �1 ■ME�/A�1 �►iII/II�I� ■I,� ■I� /I��� cc 0.5 ��!;MIIANII,11 ■► /III ■MI1 W 0.3 ��iii1M•APAIPF uui GZ P1110 ) 0.1 II 10 20 30 40 60 80 100 200 300 400 600 1,000 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 to ASTM A -536, grade 65 -45 -12 Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request 2 - 3" (65 - 80 mm) sizes PPS coated 4 - 12' (100 - 300 mm) sizes painted black enamel. Body Seat: 2 - 3" (65 - 80 mm) sizes PPS coated. 4 - 12" (100 - 300 mm) integrally welded on nickel alloy Disc Seal or 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. '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 Discs: 2 - 3" (65 - 80 mm) Aluminum bronze conforming to ASTM B -148 with Grade "E" Seal. 4 - 12° (100 - 300 mm) ductile iron conforming to ASTM A -536. grade 65- 45 -12. fully encapsulated in Grade "E" elastomer. Shaft: 2 - 3" (65 - 80 mm) Type 416 stainless steel 4 - 12" (100 - 300 mm) Type 316 stainless steel. Spring: All sizes Type 302/304 stainless steel. Shaft Plug: 2i/2- 3" (65 - 80 mm) only, SAE Hex Socket Type conforming to ASTM A -576, cadmium plated • to military specifications - P -416A, class 3 type 2 4 - 12° (100 - 300 mm) only, carbon steel zinc plated to ASTM B -633. Pipe Plug: 4 - 12" (100 - 300 mm) only, carbon steel zinc plated to ASTM B -633 This product shall be manufactured by Victaulic Company All products shall be vstailed in accordance with current Victaulic installatiorvassembly instructions Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without inclining obhgaticns 2 Series 717 FireLock Check Valves IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.17 • y , 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 that is UUFM rated for 350 psi (2410 kPa) service in all sizes. Available with grooved or threaded ends (NPT), the valve body and >,!' �, gearbox are brass die cast. The ball is chrome plated brass with a ------ -,74 � ' a brass stem. TFE seats aid ease of operation and provide a ‘ N , ' _ R ` y , corrosion -free seat. The streamlined design provides excellent flow t 4 '\ a characteristics, which exceed UL Specification 1091 and FM \ `p Approval Standard 1112. t See Victaui c publication 10 01 ', -�" • for details. DIMENSIONS 14-K-+i 4 J - I K''1 H h H4 I I -16-1-41FA, 111 g P riEr - V A 0 i-.: ' -11111 -M.12- --; / �� � • 1, 0 n lilti 1_____i___ 400 L -+ L F F Grooved X Grooved Threaded X Threaded Dimensions- Incheslmillinteters Aprx. SIZE - - - Wgt Each Nominal E to E Height 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 Gry 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 Plpe Nominal Inches Feet/meters of Pipe 1 Thread X Thread U 1 Groove X Groove D 1 Thread X Thread 1.0 1 Groove X Groove 1 0 0.3 0.3 1 Thread X Thread 1 7 2 Groove X Groove 1.2 0.5 0.4 • 2 Thread X Thread 0.5 0.2 'Calculated using Hazen - Williams with C 120 e REGISTERED TRADEMARK OF VICTAUUC - C COPYRIGHT 2003 VICTAUUC - PRINTED IN USA 2228 REV a Victaulic Company of America • Phone 1- 800 - PICK -VIC (1- 800 - 742 -5842) • Fax 610.250 -8817 • e-mail pickvic@ victaulic can Victaulic Company of Canada • Phone 905 - 884 -7444 • Fax 905 -984 -9774 • e-mail viccanada @viclaulic corn Victaulic Europe • Phone.32-9-381 .1500 • Fax 32 -9- 380 -4438 • e -mail viceuroCvictaulic he ' �l u ' ' �o Victaulic America Latina • Phone 610 - 559 -3300 • Fax 610 -559 -3608 • e -mall. vital/ victauiic corn L Victaulic Asia Pacific • Phone. 65 -6235 -3035 • Fax 65- 6235 -0535 • e -mail vicap @victaulic corn , 10.17 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 Normally Closed:(2) Blue S1 Normally Open: (2) Brown I Common: (2) Yellow Normally Closed: Blue with Orange Stripe S2 Normally Open. Brown with Orange Stripe Common: Yellow with Orange Stripe UL LISTED FIRE MARY . ENDOF� NE RES STOR, • JUNCTION BOX CONTROL PANEL OR NE7R NOICATOR SUPERVISORY CONDUIT ,, CIRCUIT AI CONTTING ON =I MO ®I T NPT V i CONDUIT CONNECTORS lb NM OR 441 1 VOLTAGE SOURCE H ORN l MOWN 1: 2 b.ds pc b•mintl s WIRE NUTS Swatch 7:, Ind par terminal NOTE: The above diagram shows a connection between the common terminal (yellow -S1) and yellow - with- orange stripe -S2) and the normally closed 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 Victauiic Company All products to be installed in accordance with current Victauhc installation/assembly instructions Victauhc 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 . f ,. 2- Piece, Standard Port, - , Bronze Ball Valves . �s : , r : � .. - .� t':::- i 1 Sizes: 1/4" - 4" (8 - 100mm) ' Series B6000, B6001 2- Piece, Standard Port, Bronze Ball Valves O tIOnS 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 01NT- Virgin Teflon® seat material service for a wide range of liquids and gases. SS 316 stainless steel ball and stem LH- Locking lever handle OV- High profile safety oval handle Features OVLH- Oval locking handle ) for lastin • Durafill® (carbon/glass filled PTFE) seats for sizes IA" — I/z' RH Round Handle (8 — 15mm) and 1W — 4' (32 — 100mm) and Uniseal® (enhanced BS Stainless steel handle and nut PTFE) seats for sizes 3 /a' & 1' ( 20 & 25mm) BS- Balancing stop a np lasting service for XH Extended handle a wide range of liquids and gases TH Tee handles W - 2' (8 - 50mm) • Chrome plated brass ball is wiped clean during each operation of GS- Ground Washer the valve CC- 14' (20mm) hose thread outlet. Hose thread outlet has cap & chain. Inlet sizes: W and X1(15 -20mm) NPT. Also W and W (15 -20mm) • Minimal pressure drop due to large ports solder inlet connection • Blowout proof, pressure retaining stem CL Chain lever kit W (20 - 25mm) ' /a' — 3' 8 — 80mm) pressure rated at 600psi (41 bars) WOG SC Rough chrome Y - 2' (8 50mm) • ( ) P P ( ) Z15- Less lever and nut non - shock; 150psi (10 bars) WSP. 4' (100mm) pressure rated at 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) - Natural/Manufactured 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 W — 3' (8 — 80mm), 600psi (41 bars) WOG non - shock; 150psi (10 bars) WSP B6000 W — 4' (8 — 100mm) threaded NPT end connections 4' (100mm), B6001 Ye' — 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 (W — 1 /z' & 1' /a° — 4') or Uniseal® seats 04" 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- . ball. Valves with top loaded stems or valves without adjustable pack Pasture solders will damage the seat sold ANSI t ors is 200 psi that the P 1 P 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). W WATTS® Durafill® is a registered trademark of Cargill, Limited. Uniseal® is a registered trademark of Uniseal, Incorporated. REGULATOR 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 .114 Valve Seat Rating A ban p11 -% 41 600 SIZE CV OPERATING B (ON) RATING TORQUE C 34 In. mm MII. in./lbs. Nm e 0 1 28 400 '/4 8 6 60 6.8 COMM) V8 10 6 60 6.8 o 21 300 1/2 15 ® 60 6.8 ® H I G - 1 a 14 zoo a °` V4 20 ® 90 10.2 ® 1st _- 1 25 40 150 16.9 ® to E - , H r 100 l'/4 32 50 175 19.8 F 4 , 11_11 1'k 40 ® 200 22.6 , J 3 100 200 300 400 500•6 2 50 110 250 28.2 33 93 149 204 260 •c 21/2 65 260 500 56.5 A Handle Nut Zinc Plated Carbon Steel 3 80 400 600 67.8 B Handle Zinc Plated Carbon Steel with Vinyl ., Temperature 00 � i 1 • : I I 90.4 Insulator C Packing Nut Brass ASTM B16, C36000 Pressure Drop vs. Flow D Stem Packing Glass Reinforced PTFE ii.a pol E Thrust Washer Glass Reinforced PTFE MINN r : I s e " F Stem Brass ASTM B16, C36000 6918 . G Body Cast Bronze ASTM 8584, C84400 s H Seats Durafill® ( - W & 1 W - 4') 28 4 =�711.unw .w.rn 4p a r•earii&r Uniseal® (W & 1 °) n 21 a allil IIII /AI / ■r /Ilil'1I /,�•►INI'I'll� Ball Chrome Plated Brass ASTM B16, C36000 0 ,4 z Nm■IIIquwAr pr,i ►/ isFua11 J Adapter Brass ASTM B16, C36000 I ■„"NIV „'�'I'�!;�' ill!! K Body Seals PTFE (1W - 4' only) - Not shown ___ d 5.5 .1 ���- iiiiii�� %�iii%i�iilir.�i%�ii.:iiiiM 4.1 .6 aaa�aa� '/ a0 11 1 1r a' 1 /'�.411I4''4a��/I�Ial..alaaaaa� �I ■111111 %�I7P , /I ■�IO� Dimensions - Weights 2. . 4 ���►AI H, AWnAUiU ■II�AWI UIuI I 9 _ H i 1111.111111IUdWAV,II!!IIIWM/11■ me 1.4 :Z IM■IIIII4I UMFI1,1111T9hhh111111• •111 .1 U /U►1P�r//,N1111I.J/111IIIU■ c �lu - sasgs - tog B IKo el i1,��.It - ^° _ N v em a B �a us s g g o 3 I j 1. l j li M . l J Flow 86000 i SIZE ON DIMENSIONS WEIGHTS • C E H I 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. mm in. mm lbs. kg. A 8 13/4 45 11/48 27 33/48 78 alb 10 - - 2'/18 52 - - 0.6 0.3 % 10 13/4 45 1'/18 27 3'/18 78 1/4 10 - - 21/2e 52 - - 0.6 0.3 1/2 15 1 45 11/48 27 3%4 95 1/2 13 - - 21/4 58 - - 0.6 0.3 3 14 20 2 51 1r/ie 36 33/4 95 "/,8 17 - - 2 72 - - 1.0 0.5 1 25 23/4 57 1'Vie 43 41/2 114 % 22 - - 3r/4 87 - - 1.6 0.7 1% 32 21/2 64 1'58 49 3 97 1 25 - - 3% 99 - - 2.2 1.0 11/2 40 3 76 2% 54 51/2 140 1'%4 32 - - 4'% 108 - - 3.2 1.5 2 50 SU 84 23/48 62 51/2 140 11/2 38 - - 4t 122 - - 4.9 2.2 21/2 65 4 102 Ws 81 83/4 206 2 51 - - 61/2 165 - - 13.2 5.9 3 80 43/4 108 3rY1e 87 83/4 206 21/2 64 - - 6'18 173 - - 17.5 7.9 4 100 4 122 33/4 98 11 279 3 76 - - _ 7'he 195 - - 29.3 13.3 86001 Y 10 11/2 38 11/4e 27 3 95 Ye 10 1/2 13 21/48 58 3 18 9 0.5 0.2 1/2 15 1 44 1' /ie 27 3%4 95 1/2 13 % 16 21/4 60 12 13 0.6 0.3 3 /4 20 2 51 1 /1s 36 3%4 95 1 l/8 17 % 22 3 84 V4 19 1.1 0.5 1 25 2'% 57 1% 44 41/2 114 % 22 1% 28 3%4 95 r 22 1.4 0.6 1% 32 21/2 64 2'% 57 3 97 1 25 11/4 35 41/2 114 1 25 2.0 0.9 11/2 40 3 76 21/2 64 51/2 140 13/4 32 1% 41 5 127 1'/ie 27 3.3 1.5 2 50 NO 84 31/2 80 51/2 140 11/2 38 21/2 54 61/4 159 1 34 5.2 2.4 - 21/2 65 4 102 3 "/e 93 81/2 206 2 51 21/2 67 7% 194 1'/18 36 13.2 6.0 3 80 41/4 108 4Y1e 103 81/2 206 21/2 64 31/2 80 8 /e 208 l'/16 43 15.6 71 • See Solder Instructions on front. VO WATTS® 9001 CERTIFIED 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. VSR -F PO VANE TYPE WATERFLOW ® The Symbol of Protection ALARM SWITCH WITH RETARD UL,ULCandCSFMListed,FMand LPCBApproved,NYMEA Accepted, CE Marked ma y' Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow RateforAlarm:10 GPM (38 LPM) Maximum Surge: 18 FPS (5,5 m /s) = ContactRatings: Two sets of SPDT (Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive "A; Conduit Entrances: Two knockouts provided for 1/2" conduit ;£'. Environmental Specifications: • Suitable for indoor or outdoor use with factory installed f „ gasket and die -cast housing. " • NEMA 4/IP54 Rated Enclosure - use with appropriate conduit fitting. s • Temperature Range: 40 °F /120 °F, 4,5 °C /49 °C �" �a • 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 The require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm he unit contains two single pole, double throw, snap action ±2mm). All other sizes require a hole with a diameter of 2" ±1/8" switches and an adjustable, instantly recycling pneumatic re- (50mm arm). tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. Clean the inside pipe of all growth or other material for a dis- The flow condition must exist for a period of time necessary to tance equal to the pipe diameter on either side of the hole. overcome the selected retard period. Roll the vane so that it may be inserted into the hole; do not bend ENCLOSURE: The unit is enclosed in a general purpose, die- or crease it. Insert the vane so that the arrow on the saddle cast housing. The cover is held in place with two tamper resis- points in the direction of the waterflow. Install the saddle strap • tant screws which require a special key for removal. A field in- and tighten nuts alternately to an eventual 50 ft -lbs. (68 n -m) of stallable cover tamper switch is available as an option which torque (see Fig. 2). The vane must not rub the inside of the pipe may be used to indicate unauthorized removal of the cover. See or bind in any way. bulletin no. 5400775 for installation instructions of this switch. Specifications subject to change without notice. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800 -325- 3936 /Canada 888 - 882 -1833 • www.pottersignal.com PRINTED IN USA MKT. #8800001 - REV W PAGE 1 OF 2 MFG. #5400761 - 7/02 VSR -F P POTTER VANE TYPE WATERFLOW - a The Symbol of Protection ALARM SWITCH WITH RETARD FIG. 1 FIG. 2 SWITCH TERMINAL CONNECTIONS OPTIONAL TAMPER SWITCH DO NOT LEAVE COVER OFF FOR CLAMPING PLATE EXTENDED PERIOD OF TIME TERMINAL RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) ``K''11� � �` TIGHTEN NUTS FOR DESIRED TIME DELAY. USE THE MINIMUM / i /. ALTERNATELY TO AN AMOUNT OF RETARD NECESSARY TO PREVENT �'i I EVENTUAL 50FT. -LBS (68 n -m) FALSE ALARMS. A 13" SETTING IS USUALLY "' � OF TORQU .il),„ ADEQUATE FOR THIS. FACTORY IS SET TO "a-. � t Iso ��fYi / / / __ PIPE SIZE HOLE SIZE � TO INSTALL DRILL HOLE AS INDICATED: \ \ O �+" OM /925 - 2" to 2 1/2" 1 1/4" +1/8" -1/16 MOUNT ON PIPE SO (50mm to 65mm) (33mm t2mm) `, 1 � ��► ARROW ON SADDLE 3" to 8� 2" t1 /8" OF WATERFLOW CAUTION: V � POINTS IN DIRECTION An uninsulated section of a (80mm to 200mm) 50mm *2mm) ROLL PADDLE IN single conductor should not r OPPOSITE DIRECTION be looped around the teRT1i- Cover Tamper OF WATERFLOW (with cover in place) nal and serve as two sepa- rate connections. The wire if3SIFI DIRECTION OF must be severed, thereby WATERFLOW I providing supervision of the C 0 (� ' \` . APPROX. RETARD SETTINGS (IN SECS.) connection in the event that ()ABM the wire becomes dislodged " o 1 0-25 20-40 35 -55 50 -70 60 -90 from under the terminal. DWG. #761-30 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- ,,,,, operate a central station, pro- outs, not in the center. " a 'c rac P COW n prietary or remote signaling A ° a unit, while the other contact is tI v �:I III ' i l 1 i G': ICI I I�� I I I used to operate a local audible = I — — I. or visual annunciator. ' I ' 'I h • Oa NC . � � 2. A condition of LPC Approval of I / m m I oos x this product is that the electri- /// ai oR POT "0 O cal entry must be sealed to —�, IIIC .off a K O PO.1 exclude moisture. ' � MI '3' r° 3. For supervised circuits see a� "Switch Terminal Connec- tions° drawing and caution owc. /76 -. 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 P POTTER PBA -AC & PBD -DC 0 The Symbol of Protection UL Listed, FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC l ,v , 120VAC 12VDC (10.2 to 15.6) Polarized ®ronea 24VDC (20.4 to 31.2) Polarized Service Use FireAlarm EL: General Signaling BurglarAlarm c Environment: Indoor or outdoor use (See Note 1) -40° to 150 °F (-40° to 66 °C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK -1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (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. AT 10 FT. (mm) (3m) (2) (3m) (1) 6(150) 12VDC P80126 1706012 .12A 85 76 8 (200) 12VDC P60128 1708012 .12A 90 78 10(250) 12VDC P801210 1710012 .12A 92 76 6 (150) 24VDC PBD246 1706024 .06A 87 78 8 (200) 24VDC P80248 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 78 8(150) 120VAC P8Al206 1806120 .05A 92 82 8(200) 120VAC PBAl208 1808120 .05A 99 82 10 (250) 120VAC P8Al2010 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 Y , 13 BELLS POTTER PBA -AC & PBD -DC The Symbol of Protection DIMENSIONS INCHES (mm) FIG. 1 BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE r - _ , et ( _ f�11 5 3 /q• O _ 3 3/8' 6' B (146) (88) ( (200) 6• (150) 0 1 I `TT 1 5/8' ■ (86) (41) 4 1/4' 2 11/16 (68) DWrG. /776 -I (108) DWG. /776 -2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS RED (IN) RED (OUT) WTI N+) WHITE (MUT) FROM ooNTROL PANEL TO BELL FROM CONTROL PAIL ` I' oR ( r i oR om- oP -Lac oR • PRECEDING BELL RESISTOR PRECEDING BFU ' BuoN (IN) �, 13A x (our) BLAOC ON) J euac (ouT) WHEN ELECTRICAL SUPERVISOR IN REQUIRED USE IN AND OUT LEADS AS SHOWN. WHEN ELECTRICAL SUPERVISOR IN REQUIRED USE IN AND OUT LEADS AS 9WOWN. NOTES NOTES: 1. OBSERVE POLARITY TO RING D.C. BELLS. 1, WHEN USING A.C. BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY 2. RED WIRES POSITIVE (4) AFTER LAST BELL 1 BLACK WIRES NEGATIVE ( -) 2. END- OF -UNE RESISTOR 6 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. Remove the gong. - 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 - REV O PAGE 2 OF 2 MFG. #5400776 -12/01 ■ REC V E AUG 31 2007 CITY OF TIGARD BUILDING DIVISION DELTA INC FIRE PROTECTION CONTRACTORS 14793 91, 12.51, P00I1ij , OR 4124 (503) 620 -60 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 r ti 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 Fl /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 O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. • 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 Water Supply Curve (C) DELTA FIRE, INC. Page 2 FANNO CREEK BUILDING "A" L3 Date 070207 City Water Supply: Demand: Cl - Static Pressure : 106 D1 - Elevation : 14.942 C2 - Residual Pressure: 102 D2 - System Flow : 185.538 C2 - Residual Flow : 1807 D2 - System Pressure : 59.319 Hose (Adj City ) Hose ( Demand) : 100 D3 - System Demand : 285.538 Safety Margin : 46.549 150 140 130 p 120 R110 Cl E 100 - — _ _,s C2 S 90 S 80 u 70 D4 R 60 E 50 3 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N " 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary DELTA FIRE, INC. Page 3 FANNO CREEK BUILDING "A" 13 Date 070207 Fitting Legend Abbrev. Name % % 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 f Pressure / Flow Summary - STANDARD • cd ` 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. S101 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 i 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 f Final Calculations - Hazen - Williams 4 _ 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 IT 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 1T 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 IT 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 44.592 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 Vet = 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" L Date 070207 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt PfIFt 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 VeI = 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 IT 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 Factor = 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 Vel = 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 Vel = 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 r 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 VeI = 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 Vet = 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 1 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 Vel = 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 1T 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 1 E 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 Vel = 4.18 13 0.0 6.16 1 E 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 VeI = 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 RECEIVE* AUG 3 1 2007 CITY OF TIGARD BUILDING DIVISION INC. DELiTit ‘, annwszazonamgm FIRE, FIRE PROTECTION CONTRACTORS 14195 LI, 11.M, PO,RIUillO, 09 91221 (5 3) 02.0-020 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. Page 1 FANNO CREEK BUILDING "A" 13 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 - - - -- System Type Sprinkler /Nozzle Density - .10 (X) Wet Make RELIABLE D Area Per Sprinkler - 225 ( ) Dry Model Fl /FR E Elevation at Highest Outlet - 31' -2" ( ) 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 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: 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 O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Enca p 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 Water Supply Curve (C) DELTA FIRE, INC. FANNO CREEK BUILDING "A" L3 Page 2 Date 070207 City Water Supply: C1 - Static Pressure : 106 C2 - Residual Pressure: 102 Demand: C2 - Residual Flow : 1807 D1 - Elevation 13.495 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-_ _ IIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 140 n 130 IIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII p 120■-__ R 110 ,:�W E 100 I- `� S 90 ■-__ S 80 i■- u 70 111111111111111111111111111111111111111111■1111111111111111111111111 IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIINII R 60 n � D2 __ E 5° 11111111111111111111111111111111111111111111111111■11111111111111111111111111111111.1 30 ■__ 20 a n 1° 111111111111111111.1111.111111111111111111111111111111111111111111111111111.11111111111111. 200 400 600 800 1000 1200 1400 1600 FLOW (N ^ 1.85) 1800 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r • 1` h Fittings Used Summary • DELTA FIRE, INC. FANNO CREEK BUILDING "A" L3 Fitting Legend Page 3 Abbrev. Name - Date 070207 1 1% 1% 2 2% 3 3% 4 5 6 8 Generic Butterfly Valve 10 12 14 16 1g 2U 24 G Standard Elbow 0 0 0 0 0 0 7 10 0 12 9 10 12 T 90' Flow Thru Tee 2 2 2 3 4 3 4 5 6 5 6 7 8 10 12 14 i 21 0 0 0 T 0 Generic Flow Switch 2 2 8 10 12 15 17 20 15 52 40 1 2 3 4 5 6 7 8 10 12 14 18 22 60 35 40 91 45 50 101 621 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 r Pressure / Flow Summary - STANDARD • DELTA FIRE, INC. FANNO CREEK BUILDING "A" L3 Page 4 Date 070207 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. D001 32.5 5.62 18.03 na 22.5 0.1 17 32.5 30.18 na 225 7.0 18 32.5 30.45 na 32 32.5 30.41 na 31 32 5 30.31 na 30 31.16 K = K (d3 EQ01 17.08 na 22.88 29 31.16 K = K @ EQ01 18.87 na 24.05 5 32.5 24.52 na ` 31.16 K = K (g EQ01 23.39 na 26.78 28 31.16 K = K @ EQ01 23.4 na 26.78 25 32.5 29.56 na 24 32.5 29.92 na 23 32.5 32.05 na 33 32.5 30.49 na 34 32.5 30.34 na 8 32.5 31.61 na 15 32.5 31.6 na 36 34.5 30.4 na 35 34.5 30.22 na 16 32.5 29.09 na 28 32.5 29.06 na 19 32.5 30.46 na 20 32.5 32.05 na 21 32.5 32.07 na 22 32.5 32.12 na HOSE 0.0 52.65 na 100.0 1 31.16 K= K ©EQ01 16.51 na 22.5 2 32.5 16.81 na 3 32.5 17.4 na 4 32.5 19.27 na 6 32.5 24.02 na 7 32.5 24.03 na 39 34.58 28.74 na 40 34.58 29.42 na 9 32.5 31.67 na 10 32.5 31.77 na 11 32.5 31.91 na 12 32.5 32.27 na BOR 1.66 48.66 na TOR 32.16 37.91 na 13 32.5 38 54 na 14 32.5 38.6 na DDVC 0.0 53.12 na TEST 0.0 58.2 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 W 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 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 Vel = 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 Factor = 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 1T 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 Vel = 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 IT 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 BUILDIN Page 6 ` Date 070207 Hyd. Fittin Ref. Qa D g P ipe Pt Pt Point Qt Pf /Ft or Ftng's Pe Pv •••.... a ' ' Eqv. Ln. Total Pf Pn Notes 0.0 26.78 25 12 19 1442 24.029 K Factor = 5.46 to 4E 14.864 146.660 29.558 9 120 4T 29.728 44.592 12.19 0.0110 0.0 191.252 .0.0 0.0 2.113 Vel = 2.39 12.19 24 11.35 1.442 31.671 K Factor = 2.17 • to 4E 14.864 146.330 29.920 120 4T 29.728 44.592 10 11.35 0.0097 0.0 190.922 0.0 1.850 Vel = 2.23 0.0 11.35 23 -11.56 1.442 31.770 __ K F 2.01 to 3T 22.296 133.330 32.055 120 0.0 22.296 33 -11.56 -0.0100 0.0 155.626 0.0 33 7.98 1.442 -1.561 Vel = 2.27 to 4T 29.728 102.120 30.494 --- - -- 120 0.0 29.728 34 -3.58 - 0.0011 0.0 131.848 0.0 14.99 1.442 - -- . -- =0,151 Vel = 0.70 3T 22.296 137.830 30.343 to 120 0.0 22.296 1 1 _ - 11.41 0. 1 0098 __ 0.0 160.126 0.0 0.0 1.566 Vel = 2.24 11.41 8 -14.31 2.635 31.909 K Factor = 2.02 to 120 0 ' 0 11.620 31.608 1 5 __ -14.31 ______ 0.0 0 ' 0 0 Q 15 - 0 . 0 11.620 -0.009 Vel = 0.84 0.0 1.442 2T 14.864 7.580 to 120 0.0 14.864 30.866 36 -14.31 - 0.0149 -0.866 0.0 22.444 _ -0.334 36 0.0 1.442 0.0 11.750 30.399 -- _ - Vel = 2.81 to 120 35 .31 - 0.0149 _14 0.0 0.0 0.0 0.0 11.750 -0.175 Vet = 2.81 35 0.0 1.442 2T 14.864 119.660 to 120 0.0 14.864 30.266 16 -14. 31 __ - 0.0149 0.866 16 0 . 0 134.524_ -2.002 0.0 2.157 0.0 11.620 Vel = 2.81 to 120 29.088 -- 28 - -14.31 -0.0021 0.0 0.0 0.0 0 . 0 11.620 -0.024 28 93.33 2.157 0.0 10.000 Vel = 1.26 to 120 20.064 0.0 0.0 0.0 25 79.02 0.0494 25 -12.19 2.157 0 =�� 000 _ 0.494 - - Vel = 6. 0.0 10.000 94 -- to 120 29.558 24 66.83 1 0362 0.0 0.0 0.0 24 _ _ .. 0.0 10.000 0.362 -11.35 2.157 0.0 10.000 Vet = 5.87 - - - to 120 29.920 _ 17 55.48 0.0257 0 ' 0 0.0 0.0 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 1 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 Vel = 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 1T 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 IT 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 VeI = 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. FANNO CREEK BUILDING "A" L3 Page 8 Date 070207 ' • Hyd. Qa Dia. Fitting Pipe Pt Pt • Ref. " or Ftng's Pe Pv *"**** Notes ****** Point Qt Pf /Ft Eqv. Ln. Total Pf P 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 40 0.0 1.442 2T 14.864 7.660 29.417 Vel = 5.83 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 9 12.18 2.635 - - Vel = 2.59 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 11 11.41 2.635 IT 16.474 2.870 31.909 Vel = 3.97 to 120 0.0 16.474 0.0 12 78.92 0.0186 0.0 19.344 0.360 12 44.07 2.635 2E 16.474 55.330 32.269 Vel = 4.64 to 120 0.0 16.474 13.357 BOR 122.99 0.0422 0.0 71.804 3.033 BOR 0.0 2.635 1E 8.237 32.160 48.659 Vel = 7.24 to 120 1B 9.61 26.084 - 13.210 TOR 122.99 0.0423 1Z 8.237 58.244 2.461 TOR 0.0 4.26 6E 79.002 111.870 37.910 Vel = 7.24 _ to 120 0.0 79.002 -0.147 13 122.99 0.0041 0.0 190.872 0.776 13 0.0 6.16 1 E 20.084 95.000 38.539 Vel = 2.77 to 140 0.0 20.084 0.0 14 122.99 0.0005 0.0 115.084 0.059 14 100.00 6.16 1E 20.084 275.000 38.598 Vel = 1.32 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 TEST 222.99 0.0015 0.0 50.000 Q.076 *Fixed loss = 5 • 0.0 Vel = 2.40 222.99 58.200 K Factor = 29.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087