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Specifications ,666 O 2 1 Z 9— 0 7 LOCKWOOD ENGINEERING LLC FIRE PROTECTION ENGINEERING SERVICES 9370 SV1/6i Rd Q 10149A SW Barbur Blvd. Portland, Oregon 97219 Ph: 503/546 -0628 Cell: 503/805 -6857 RECEIVED ED Fax: 503 /445 -6388 � !�� �!� FEB 2 2009 February 24, 2009 CITY OF TIGARD Jason Sampson BUILDING DIVISION Fire Systems West 600 SE Maritime Avenue, . Suite 300 Vancouver, WA 98661 Project: Sprinkler System Review Grant Building 9370 SW Greenburg Road, Suite 0 Portland, OR Project No. 2009 -078 Dear Jason: The design documents (Drawing Sheet 1, hydraulic calculations and materials) for the subject fire sprinkler system have been review and found to meet the minimum requirements of the Oregon International Fire Code and 2007 Edition of National Fire Protection Association (NFPA) Standard No.13. No exceptions were noted. Thank you for the opportunity to work with you on this project. • S. cerely, Dee Lockwood Fire Protection Engineer x+ iti ;01 • . -4 L OG S [: nr rS 42. 31- . . , . • . - A quaFlat . . • The Leader in Flexible Sprinkler Drops Aqua Flex has been tested and approved by Factory Mutual for use in Wet, Dry and Preaction IR ;4 p., --- ,..--- . - . , .10 - 11-,..„.-- -- systems per NFPA 13, 13R, & 13D. Factory ------- Mutual safety testing included .pressure cycling, . A ' . llif corrosion resistance, flow characteristics, Vibra- 0 • , tion resistance, leakage and mechanical as well 00 1 as hydrostatic strength. i,10 .-‘.... V /4 1 9 . - :..: ! 1" Schedule' 40 (feet)..Chart i &agoosggiiiittqttt 11ii9i0litilWidlea0 5 115 2025 10: 35 411:1 i • lit ,' • -huoi Q ' ; r - . ' Outlet Eriiiiiialekteigtkiritlevaiitiiiiiitiotti p Metlel No Lerida, . ARRITT. :.w NA" 14 10:. • - 11' . 12; :101 '-'t NI; 16:.. • . . .rtlii Afigiel .0' . l'a . . - 16:;:.1a: 19: 20 :22. a 20 4$414 k,:ii iitt (' - AFF4.0T. ,. 40! . 3/4 - - 1:0:, . .48 . 1$ ..10.. 22 .15: 0 ' • - 'AElifie - 60.? .112' - -• 20 /2: 0: 'ilti 2 :11 • AFOR6OT . :-60' .34' :- 20 . - 2 . 2 a . 0 ...W.. j%ls .21 . , Aquaflei ."FlOes!',:aneta0Corpiikodates 0.814721=1 72 1/2 • 23.: 25' '28 30 ;;- 12:: • ' autornatiolly for movement in ceiling height :081472T 7 : 2 : , V i i : . 13 ; a . 'a .. 0 ' . 4z,:.14: OZ ! : Or buildihg..$hift: ,-• L - - L – • " — . Equivalent length Includes three 90 deg bends. D.minimum bend tatIlui. Standard stationery tiard-pipeciinstalialiOns-.60`nnOt "Flex" - - • - • ; : • , , and may allow ceiling tiles, due to building shifts or ceiling stress, to drop below the sprinkler head: creating a ..01i ‘ 1g.P . : - ' 1 . potentiafisi hazardous fire condition. 1 ' : ii - .10 III. 11 1 .--- • Working Pre Li.r.e: -200 P:SIG :NV -2 1 1 Maximum Head Temperature 225°F 'q'.- Heads Semi-Recessed, FlPsh.41COncealed I 1 Systems : Wet, Orr 41;Preatlion ...el .. . - 41 , . AM 1 If . 4 AO. 3 lif0 imakimmerst .. .. . Accple'g fop Use 1 111 g city:of:New York :,.. :a. .. . I bept. of Buildings _ APP11011) MEA fib-65-E manvr4ogio,t Comes complete with yOur.-.Chole,e: • Kolubo'Do.. LTD sai25(47 EBL 4" End Bracket Tall or Eft 2» 'End • • BS25 . 25" Elar BS5CY:5,0 rPdi I te PatiVme‘ Material Qty. itetnaill ii.........—........... 0 1 Fleiibld Tube STS304 1 ' - Oa . qua Flex 2 'No . -S1QC 2 Zlit Plate . 3 tscilmioiTRIng NWOnG6 2 4 G'01(6t• EP.OM 2 - 503 Drive 5 ReOlitOr &jK:370. 1 2;110* Bensenville IL 60106 6 NIOP.Ii: -STN 1 7,1gRa to,' • Tel: 8 750 811A / 13(ielitt,A STEEL 1 Zillt:PlatO ' Fax 847 750 31.15 fi . 0.t . fatOt-tp ,$TO. 2 Ziit(Ptate • E-mait.: info.paquailexusa:com q qfporgl3fir pipipE I • -iiip?Wk • ; , . www.aquarlexusa:corn 10 Eiriiiii fS304 1 I : . 1 1 . • . • . , . - ' . . • 1 • ' • - - .- . , , ••• ,.. ,%,„'-'",:-:••:" ;' :: - " ' I ..;:; . - s' . 7 '' ,.. - ' ' : - ' ' . ' . .'•.: ; f :: . `Z: : .'1... : '... . ' . '.. ' ' - ' • - ',. :- . :- 4t ,•=:•.,,,' ,".; : - .. , . . . • !:, ,.-,.,:. ‘ 4 ef . ..:;.' .: • ....z ... .. ', : • , .- ' .' • • ." ;,', Inf . , . . • . . :. 1. 1 7 -...e..' 1 , ' :' • - ' . . • ,..."' - . • . - , ..,. 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'..11 .' • ' .' :. . :''-;;:j.''''<.,#•.\;,:, 'ft' '''' .. ,'-'1? . ; .,-• 5 , ,,..''' ' ' ■ `-''' % - i;''''' - .41 .!t■ ' t.'it ati:F ir ' ' ' ,1 (.;.4. 1 i..4.S' . ..: ', - . - . 1 .1r. 4", , \ .* .:t1-....-,1" ;'''''' s‘..'72- . - i,, , A„,'"TI-., . , .1 1- ''.. .Z.-:) . !!;. ,- ";'' -,- - cl ,-.,=.'' ;r`'''''''' • ' '. ,-' , , ..., , . , . ,--- 2 II, ":- '--,--, -... ,, ,4• - • ,-:,••;--.,:: . -. ... : -...,•. '--: , L , -:,- ; -. ,,, : :,.-— ,, .. - kili'et.: ' .. -,t, ::• , ".• - " , * - , 4, : , ":,,•:,, ,, :s-• ' • - .. ,.:,‘.. ,•,-. . -,- , '''■:, .;.`' 4 1 . ' • ' . .. '' '' s \ ' - ' i Schedule-1O®/Scheclule=40® F ully Listed and FM Approved Sprinkler P I CED 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 -]0 /Schedule -40 gives you the extra quality assurance yoFEBni4 2009 Our Sch -10 (1 8 ") pipe and Sch -40 (I"- 2 % pipe have passed the same thorough lab testing as our other listed i e products, and receive periodic mill inspections' from both UL and FM agents to ensure consistent quality. CITY® . BUILDING DIVISION ' "' • Galvanized Pipe ' • . Sch -40 Specifications . Schedule - l0 /Schedule -40 product can be NPS Nominal I.D. Wt. WI. (H20 Filled) Pcs/ WI/Lilt (21') WI/Lilt (24') WI Lift (25') In; mm In; mm Lbs /Fl; 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 of ASTM A -123. i 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 11/2 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 without special preparation. 2W 2.469 5.790 7.86 19 2,310 2,640 2,750 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 $Ch -10 Specifications • products up to 4.5000" in diameter is coated with our new Antibacterial For- NPS Nominal I.D. Wt. WI. (H20 Filled) Pcs/ Wt/Lilt (21') WI/Lill (24') WI/Lilt (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- 1W 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 1'/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" requiremeht 2'/ . 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 -I0 /Schedule -40 pipe are in 90 108.2 8.3 17.53 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 s • tringent requirement for the following 200 209.5 24.5 59.75 7 1,100 1,256 1,309 rests: • Welded Outlets 0 4* 41 • Hydrostatic Pressure • • Side Wall Rupture Listed Approved Listed • • Vibration Test *LUCID /Flow control ^ 16100 S. Lathrop • Harvey, IL 60426 Customer Service: T I 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 TUBE 8 CONDUIT 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S5 -3 . I: C.I. THREADED FITTINGS - STAR °PIPEPRODUCTS V L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 Cast iron threaded fittings are UL, ULC listed and factory mutual approved for 300 psi service. Gray iron per ASTM Al26 class B. Dimensions conform to ANSI B16.4 class 125 _ except plugs conform to ASME B16.14. Threads are NPT per ANSI /ASME B1.20.1. a �T A - j - . g - 1 s 1 • CAST IRON STRAIGHT TEE • CAST IRON 90 DEGREE ELBOW NOMINAL ITEM ' • MAX. • DIMENSIONS WEIGHT ! NOMINAL ITEM MAX. DIMENSIONS WEIGHT SIZE CODE WORKING EACH SIZE CODE WORKING EACH (INCH) # P.S.I. A B PIECE • (INCH) # P.S.I. A B PIECE 1 CT333 300 1.50 1.50 1.21 1 CB90033 300 1.50 1.50 0.95 11/4 CT444 300 1.75 1.75 1.87 . 11/4 CB90044 300 1.75 1.75 1.34 • 11/2 CT555 300 1.94 1.94 2.51 11/2 CB90055 300 1.94 1.94 1.80 2 CT666 300 2.25 2.25 3.96 . 2 CB90066 300 2.25 2.25 2.90 21/2 CT777 _ 300 2.70 2.70 6.45 • 21/2 CB90077 300 2.70 2.70 4.75 }•, • �)' 1 C \ 1 ) CAST IRON RED. COUPLING ' • :1 =� ..:- . NOMINAL ITEM MAX. DIMENSION WEIGHT • SIZE CODE WORKING EACH CAST IRON 45 DEGREE ELBOW (INCH) # P.S.I. A PIECE NOMINAL ITEM MAX. DIMENSIONS WEIGHT 1X1/2 CRCO31 300 1.70 0.62 SIZE CODE WORKING EACH • 1X3/4 CRCO32 300 1.70 0.80 (INCH) # P.S.I. A B PIECE _ _. a ,_ j 1 CR45033 300 1.12 1.12 0.84 ! 11/4 CB45044 300 1.29 1.29 1.40 r • 1 1/2 CB45055 300 1.43 1.43 1.80 1. 2 CB45066 300 1.68 1.68 2.79 • CAST IRON RED. 90 DEG. ELBOW NOMINAL ITEM MAX. DIMENSIONS WEIGHT = - r • SIZE CODE WORKING EACH (INCH) # P.S.I. A B PIECE T i • 1X1/2 CB90031 300 1.26 1.36 0.64 1X3 /4 CB90032 300 1.37 1.45 0.87 CAST IRON PLUGS • 1 1/4X1/2 CB90041 300 1.34 1.53 0.96 NOMINAL ITEM MAX. DIMENSION WEIGHT • 1 1/4X3/4 CB90042 300 1.45 1.62 1.13 1 1/4X1 CB90043 300 1.58 1.67 1.16 SIZE CODE WORKING EACH 1 1/2x1 1/2 CB90051 300 1.41 1.66 1.17 (INCH) # P.S.I. A PIECE 1 1/2x3/4 CB90052 300 1.52 1.75 1.28 1/2 CPL001 300 0.94 0.10 • 1 1/2X1 CB90053 300 1.65 1.80 1.51 3/4 CPL002 300 1.07 0.17 1 1/2X1 1/4 CB90054 300 1.82 1.88 1.62 1 CPL003 300 1.25 0.28 2X1/2 CB90061 300 1.49 1.88 2.00 11/4 CPL004 300 1.36 0.44 2X3/4 CB90062 300 - 1.60 1.97 2.05 1 1/2 CPL005 300 1.45 0.62 2X1 CB90063 300 1.73 2.02 2.10 2 CPL006 300 1.56 0.91 • 2X1 1/4 CB90064 300 1.90 2.10 2.30 ! 2X1 1/2 CB90065 300 _ 2.02 2.16 _ 2.60 Page 19 I . , . . . • A GROOVED COUPLINGS STAR®PIPE PRODUCTS A • VC UL 44>r) LISTED LISTED APPROVd-ELEVE - -• For fire protection services request submittal GRS 1.3 FEB 2 6 2009 The C-4 rigid coupling is designed for ... . ,!.. " rigid piping applications. Cast in place - i . i!'::.,:-.1- ' '' i . tr. , CrrY OF TIGARD teeth bite into the pipe/fitting shoulder to '':!--... '''---: iri it BUILDiN 0 DFVISION C-4 RIGID COUPLING NOMINAL ACT UAL UL or FMMAX. MAX. ALLOW. NUTS/BOLTS DIMENSIONS -Inch/mm APP R OX. SIZE PIPE WOR KING END PIPE END (INCH) WEIGHT IN. SIZE P .S.I./• LOAD SEP. QTY.. SIZE A B C EACH IN. ::1-,- ;i.i a: Lbs .44i IN.Dirn: Lbs .0, 1 1/4 1.660 300 1623 0 - 0.06 2 3/8x2 4.20 2.55 1.70 1.48 : • 4 122 . . , 7i7: /219 3.1.5 ] 9: , 5f; • 1 1/2 1.900 300 2126 0 - 0.06 2 3/8x2 4.44 2.81 1.70 1.66 :•!5 11 2 2.375 300 3323 0 0.06 2 318x2 1/4 4.88 3.28 1.76 1.85 ' 2 "..:.'F!1 0 124 33 4.5 OA 2 1/2 2.875 300 4869 0 0.06 2 3/8x2 1/2 5.53 3.78 1.76 2.11 t.', - lb KU '4F4 4'4 1 t.1 3 O.D. 3.000 300 5301 0- 0.06 2 3/8x2 1/2 5.93 4.00 1.76 2.21 •.'.3.1 _... 2Jn5 r?.:5 1`..' . .., 1;•,1 102 •!•5 1.0 3 3.500 300 7216 0 - 0.12 2 3/8x2 1/2 6.38 4.40 1.76 2.41 2a15 . 420')7 ;.3.2 1b2 1 1;: 45 "1.1 4 4.500 300 11928 0 0.12 2 3/8x2 1/2 7.68 5.59 1.98 3.17 wo 1 1 .: 2 5305: 0 , ;;, 1 42 50 1.1 5 5.563 300 17014 0 0.12 2 1/2x3 9.06 6.93 2.06 4.50 !•4:: 1 - i 2 7;:5 /6 0 .30 1 '' C 6 6.625 300 24130 0 0.12 2 112x3 10.75 7.87 1.98 5.84 ; E03 !ZE.3 2.13b:: 12330 J-3 2 •,`71 703 2.0 3.5 6.5 0.0. 6.500 300 23228 0 0.12 2 1/2x3 10.25 7.99 2.06 5.82 1312. :2.3.2 '4'.! .31,13 2.t; 8 8.625 300 35056 0 - 0.12 2 5/8x3 1/2 13.44 10.21 2.22 10.82 .., I .: ■ ?::.t.:, 1 5539 I,. 3 4 '.12 - 10 10.750 300 45381 0 - 0.12 2 718x5 16.70 12.88 2.62 21.50 .:, 5 ? . ':21 12 12.750 300 51071 0- 0.12 2 7/8x5 1/2 18.50 14.89 2.62 27.36 • 30 327-' 2 227164 J32 r.: C, 573 F37 1 2 4 . - 1. Working pressure and/or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. • 2. One time field test pressure may be increased to 1.5 times the.figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. ' Contact Star Pipe Products for actual listings on specific pipes • r ••••;.--.F2.:-.-, • .. I . ,.: The C-3 coupling is a flexible light weight style which • , is ideal for fire protection services and other services 'j4 • 1 ' P 1 .^r- ";•1 . r• ,t., where low pressure and ambient temperature conditions ' :IV,.. --" y.4.. are expected. • 1 . f:"-- ' • C-3 LW FLEXIBLE COUPLING NOMINAL ACT UAL UlorFMMAX. MAX. ALLOW. NUTS/BOLTS D E F L E C T I O N DIMENSIONS -Inch/min APP R OX. SIZE PIPE WORKING END PIPE END (INCH) DEG.P(R PIPE WEIGHT IN. SIZE P .5 .I./• LOAD SEP. QTY. SIZE COUP LING IN./F I. A B C EACH IN. i•ri: :, ;id F.i Lbs.:N; IN.ii;l:!) :::101.•fl Lbs .crc::: 1 1/4 1.660 300 649, 0- 0.13 2 3/8x2 4° - 19' 0.90 3.82 . 2.53 1.65 1.16 • 3.w. 2.1.:r... 2a: r.? • 3.2 '3 01 ^ ' -:-.- 1 1/2 1.900 300 851 0 0.13 2 3/8x2 3° - 46 0.79 4.06 2.78 1.65 1.16 • 1 :.':3C•4 37• i - 3.2 C. - ,113 .2 ., 2 2.375 300 1329 0 0 .13 2 3/8x2 1/4 3° - 01' 0.63 4.78 3.25 / 1.71 1 .59 ; 5t1 51.: :Mr; 591 1 fi • 2 12'1 c.' 7 ' 2 1/2 2.875 300 1948 0 0.13 2 3/8x2 1/4 2° - 29' 0.52 5.29 3.75 1.71 1.82 . :3 t.` 41371 8 3. 1 43 • 3 4 t.'!: 3 3.500 300 2886 0 - 0.13 2 3/8x2 1/2 2° - 03' 0.43 5.94 4.39 1.71 2.23 :::: 1c.. . 1 .?i3":. I „ • . V .S... .f.'".. !;:, 1 112 .3 1 I) . 4 4.500 300 4771 0- 0.25 2 1/2x2 3/4 3° -11' 0.67 7.68 5.81 2.06 4.42 - " - ' - . ..... 2 7 • . 3 ti 4 :.i.• i 0$ 1 0; :,2 2.i., 6 6.625 300 10342 0 - 0.25 2 518x3 1/4 2° -10 0.45 10.75 8.09 2.06 7.00 • 1E,k, ?::., i 603 . . , 4,4 :3 ..:::.: :■2. 3 / 8 8.625 300 17528 0- 0.25 2 3/4x4 1/4 1° - 40' 0.35 13.44 10.43 2.06 13.00 .::..-.: .;.:; :.:06.3 !Ii.rii ,) 6 , 1 2c 141 250 52 5 9 • Contact Star Pipe Products for actual listings on specific pipes Page 5 • • KB 5/8 X 4 3/4 MC (90 pieces) 03437493 QUOTE ONLY 1 KB 5/8 X 8 1/2 00304590 QUOTE ONLY 15 KB 5/8 X 8 1/2 MC (60 pieces) 03412537 QUOTE ONLY 1 KB 5/8 X 10 00387519 QUOTE ONLY 15 . . . . KB 3/4 X 5 1/2 00387520 QUOTE ONLY 10 KB 3/4 X 5 1/2 MC (80 pieces) 03437497 QUOTE ONLY 1 • KB 3/4 X 8 00387521 QUOTE ONLY 10 _ - • • . KB 3/.4 X•8 (60 pieces) 03437498 QUOTE ONLY 1 _ . . . . . KB 3/4 X 10 . 00387522 QUOTE ONLY 10 • KB a/4 X 10 MC (40 pieces) 03412541 _QUOTE ONLY 1 • . . • Hilti. Outperform.. Outlast. Hilti = registered trademark of Hilti Corp., FL-9494 Schaan, Principality of Liechtenstein © 2001 - 2008, Right of technical and programme changes reserved, S.E. & 0. . . . . . • • • • . . . . • • • • • • • • • • • • • //WWW. us. hi Iti.com/holus/modules/prcat/prca_printpage.jsp?RANGE_ID=r3437 1/28/2009 GROOVED COUPLINGS I I TAR®P1PEPRODUCTS U L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 .0 The RC -1 reducing coupling allows z1: ' r 1 _ -i connecting two different pipe sizes on `. ;.. + . the same run. This coupling - °- ` , .c ',- I v +P a! replaces a r and two couplings. : 4' RC -1 REDUCING COUPLING NOMINAL ACTUAL t MAX. ALLOW. NUT S/B OLT S nF FIFCTJON DIM FNSIr1NS- Iorh /mm APPROX. SIZE • PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT IN. SIZE P.S.I. / LOAD SEP. QTY. SIZE COUPLING IN./FT. A B C EACH IN :. 1 I hs.;•: IN.:..,,.. jrri,;:m: LhC ■••;: 2x1 1/2 2.38/1.66 inn 1551 0 - 0.14 2 3/8x2 11 - 53' 0.40 4.88 3.30 1.85 2.05 .... 1i.I, , 0 32 124 ?. 2 F 2 1/2x2 2.88/2.38 300 2272 0 - 0.14 2 3/8x2 11 - 33' 0 5.75 4.04 1.85 2.84 • 1 IN'. 0 - 4 i '.4rj 43 1. 3x2 3.50/2.38 1n9 3367 0 - 0.14 2 1/2x2 3/4 li - 17' 0.26 6.42 4.54 1.85 3.65 3x2 1/2 3.50/2.88 in • 3367 0 - 0.14 2 1/2x2 3/4 11 - 17' 0.26 6.42 4.54 1.85 4.26 4x2 4.50/2.38 inn 5567 0 - 0.25 2 1/2x2 3/4 21 - 38' 0.55 7.82 5.75 2.00 5.36 :�x1.<': :• -1 .: 2 Ji,:, r,._.; 4x2 1/2 4.50/2.88 30,0 5567 0 - 0.25 2 1/2x2 3/4 21 - 38' 0.55 7.82 5.75 2.00 5.42 r'•+•;:..., - 1.1.. . r: 2.. ii,' :1.. 4 An 1 i 4x3 4.50/3.50 inn 5567 0 - 0.25 2 1/2x2 3/4 21 - 38' 0.55 7.82 5.75 2.00 5.62 11 .1:.i P .. , 71• 1r 5x4 5.56/4.50 'Inn 8498 0 - 0.25 2 5 /8x3 1/4 2i - 05' 0.44 9.56 6.80 2.14 6.50 1: . ,1n:• :i.in,., ,:, . ;I o• r,; 17 74, %.1 6x4 6.63/4.50 300 12065 0 - 0.25 2 5/8x3 1/4 11 - 44' 0.36 10.88 8.00 2.06 6.94 I . i.,. _ .. - ... n.ri.1 Yr: 3 `ii 31 8x6 8.63/6.63 300 20449 0 - 0.25 2 7/8x5 11 - 15' 0.26 13.51 10.31 2.37 19.54 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. • • Contact Star Pipe Products for actual listings on specific pipes U L ® _ 0 • (, L y • .Y kaL D - E � O LISTED APPROVED � . I s; l y I The SF -1 Flange enables class 125/150 flange end components to be : °$ �._ connected directly into a grooved end piping system. A special gasket "t " I 5; LI - provides a permanent seal between the pipe and the mating flange. _ A .,1 __ d ;--- Integral closing tabs on the O.D. of the flange facilitate assembly. SF -1 GROOVED FLANGE ADAPTER NOMINAL ACTUAL ULORFMMAX MAX. FLANGE NUTS/ DIMENSIONS - Inch /mm APPROX. ' SIZE PIPE WORKING END BOLTS (INCH) MAX MIN WEIGHT IN. SIZE P.S.I. /• LOAD OT Y. SIZE A B C BORE SURFACE EACH IN. ir:rr: Lbs4N1 D • . E Lbs.r =,c::. 2 2.375 300 1329 4 5/8x2 3/4 6.00 4.75 0.75 2.375 3.270 3.20 21/2 2.875 300 1948 4 5/8x3 7.00 5.50 0.88 2 3.770 4.60 :t? 1 ,:1 22 ::iG 95.i: 3 3.500 300 2886 4 5/8x3 7.50 6.00 0.94 3.500 4.395 5.70 ' ,r: : ":rl. :.:1.•i '29; -;:1 24 :i9 ` 11111 4 4.500 300 4771 8 5 /8x3 9.00 7.50 0.95 4.500 5.395 7.90 l i It . : 2':., 21221 22 j.i : 14.3 6 6.625 300 10342 8 3/4x3 1/2 11.00 9.50 1.00 6.625 7.520 10.00 8 8.625 300 17528 8 3/4x3 1/2 13.50 11.75 1.13 8.625 9.875 15.70 i , ,� , i :i. :7: =7 i��i %`I 71 ^�'; .',Sri. /; i Note: The effective sealing area of the mating flange must be free from gouges or deformities of any type to ensure proper sealing of the gasket. • 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 limes the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. 4. Required flange bolts to be supplied by installer. 5. See F -1, page 9, for additional technical information. • Contact Star Pipe Products for actual listings on specific pipes Page 7 1 G • STAR°PIPEPRODUCTS GROOVED COUPLINGS Vg U N. RECEVED LISTED LISTED APPROVED FEB 2009 For fire protection services request submitlal,GW o F T IGARD BUILDING DIVISION The model C -1 is our standard coupling designed for a broad range of piping applications. It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes, settling or seismic action as well as dampen noise and vibration. . C -1 FLEXIBLE COUPLING NOMINAL ACT UAL ULaFMMAX MAX. ALLOW. NUT S/B OLT S DEFLECTION DIM ENSIONS•Inch /.r:r APPR OX. SITE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT IN. 512E P.S.I. /' LOAD SEP. as 1'. SIZE COUPLING IN./F I. A B C EACH Li� IN,,-... :.:'' Lbs. IN.:, Lbs,:,;, A-"".-'-'• ■ . 1 1/4 1.660 300 2164 0 2 318x2 40 -19' 0.90 ' 4.20 2.75 1.78 1.40 1 1/2 1.900 ' 300 2835 0 - 0.13 2 318x2 30.4'1' 0.79 4.44 3.03 1.78 1.48 A ; i`? �I i::.•.:' 5. ' 115 I Gai • 2 r 2.375 300 4430 0 - 0.13 2 318x2 38 -01' 0.63 4.88 3.46 1.84 2.00 � yi 21/2 2.875 300 6492 0 -0.13 2 318x2 21$.29' 0.52 5.53 412 1.85 2.25 f ., / 1 • 3 O. 3.000 300 7069 0 0:13 2 3/8x2 20 -29' 0.50 5.50 4.00 1:84 2.25 ' D. I 3 3.500 300 9621 0 - 0.13 2 1/2x2 3/4 20 •03' 0.43 6.38 4.62 ' 1.84 2.70 • 4 4 300 11928 0 - 0.25 2 112x2 3/4 30 41' 0.67 7 5.81 2.06 4.42 ` 5 5.563 300 17014 0 70.25 2 518x31/4 20 •35' 0 54 9.68 742 2.06 6.26 '! t ' L. 4x'' .n r • 6 6.625 300 24130 0 • 0.25 2 518x3114 20 •10' 0 10.75 8.09 2 7.00 , 1 T,-- r"�•�' IA : 6.5 O.D. 6.500 300 23228 0 - 0.25 2 5/8x3 114 20 •10' 0.46 10.50 8.00 2.06 7.00 ' - b" ;.::'' 2.5 .. .: 5} � � _ ' 8 8.625 300 35056 0 • 0.25 2 314x4 1/4 111 -40' 0.35 13.44 10.43 2.38 13.00 10 10.750 300 45381 0 • 0.25 2 718x5 1/2 10 •20' 0.28 16.00 13.25 2.59 23.00 12 12.750 300 51071 0 -0.25 2 7/8x5 1/2 r 10 07' 0.23 18.50 15.38 2.59 28.39 • 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. • Contact Star Pipe Products for actual listings on specific pipes Model C -7 couplings are available in sizes 3/4 -24 and are ideal for applications within industrial and commercial construction, power plants, - mining, process piping and hydraulic elevator piping. It is a flexible style which provides allowance for controlled pipe movement caused by . thermal changes, settling or seismic action as well as dampen noise and vibration. DIMENSIONS - WEIGHTS • C -7 FLEXIBLE COUPLING • NOMINAL ACTUAL ULaFMMAX. MAX. ALLOW. NUTS/B OLTS DEFLECTION DIMENSIONS•In /rin APPROX. - M -- T- - SITE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT " "' • IN. SIZE P.S.I. /' LOAD SEP. IT V. SITE COUPLING IN./FT. A B C EACH i , r ' ---- I-:' IN., :; ........% Lbs..'; 114.:., -' ,.z,;a. Lbs;K :: l; - 3/4 1.050 500 865 0 -0.13 2 318x2 60.46' 1.42 3.63 2.13 1.75 1.3;' 1 1. 50 1358 0 0.13 2 318x2 50 • 26' 1.14 3 2.38 1:75 1 i I ' 1 1/4 1.660 500 2164 0 - 0.13 2 112x2 112 40 - 19' 0.90 4.63 2.63 1.75 2.1 1112 1'900 500 2835 0 0.13 2 112x2 30 -46' 0.79 5.00 3.00 1.75 2.3 l� 3 . ..... . . D ,J IA, J - ♦:�) .] �1 5 e, 2 2.375 500 4430 0 -0.13 2 1/2x2 112 30 • 01' 0.63 5.63 3.63 1.75 2.7 1 3.. - - h: 1: '.7 • 2 112 2.875 500 6492 0 -0.13 2 112x2 314 20 - 29' 0.52 6.25 4.25 1.75 3.8 " 3 3.500 500 9621 0 -0.13 2 112x2 314 20 •03' 0.43 7.00 5.00 1.75 4.2 - : •t.f -':r P: is : 1 , c 12 . .. ';'''T4 ';'''T4 _ 0 4.500 500 15904 0 - 0.25 2 518x3 114 311 • 11' 0.67 8.50 6.38 2 7.0 ; "�r:'• t%" :Z • '. 5 5.563 500 24305 0 -0.25 2 3/4x4114 20. 35' 0.54 10.25 7.63 2.00 11.5 C � 4•.. � 6 6.625 500 34471 0 -0.25 2 314x4 114 20 • 10' 0.45 11.50 9.00 2.00 13.5 ' : :'j'r ' 8.625 500 46741 0 •0.25 2 718x5 1n • 40' 0.35 14.50 11.38 2.38 23 8 0 - :1 �. .., :..:r3 .,. ♦ fir• '::" .%iJ ':'1 I!..: rl'•:. , .' . r 10 10.750 500 72610 0.0.25 2 1x6 10.20' 0.28 16.75 13.50 2.50 31.0 2 1.1 2 7.2'.• r 121. 12 12.750 500 102141 0 -0.25 2 1x6 1/2 10.07' 0.23 19.00 15.50 2.50 35.0 • 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. . 3. Working pressures on other pipe schedules may be found on page 54. ' Contact Star Pipe Products for actual listings on specific pipes I ; Page 6 II r Hilti USA !' ! ,� (866) 445 -8827 • Catalog Adhesive & Mechanical Anchoring Metal Kwik Bolt TZ Expansion Anchor For more information, contact Hilti at (866) 445 -8827. KB -TZ Kwik Bolt TZ Expansion Anchor 2003 and 2006 IBC compliant high - performing medium -duty expansion anchor. Especially suited for seismic and cracked concrete applications. ICC -ES ESR -1917 supports ACI 318 design. tl ltliiL., qt 1 !.d Features and Benefits Especially suited for seismic and cracked concrete (tension zone) applications Conforms to IBC 2003 and 2006 design requirements Small minimum edge distance and spacing Provides greater design flexibility Anchor size is same as drill bit size Easy to install Applications Attaching structural steel, facade, hand rails, racks, mechanical equipment, pipe supports, elevators etc. to cracked and non - cracked concrete. Particularly suited for seismic and safety relevant applications. _ y � �x } � • � ,J C J }� Vii, �, ' 41 1 lyJ '!1!7:4 • Description Item No. Price / Package quantity • (Click on name of product below for technical details) Package - -_ • KB -TZ 1/2 X 5 1/2 MC (160 pieces) •-- ----- •--- ----- •- •-• - - -- - - - -_ - -__---- •— •-- --- - -- 03436004 QUOTE ONLY — •-- •-- - ---• 1 - - -•-- l KB -TZ 3/8 X 3 00387509 QUOTE ONLY 50 I I KB-TZ 5/8 X 6 MC (90 pieces) 03412536 QUOTE ONLY 1 KB-TZ 3/8 X 3 MC (400 pieces) 03437370 QUOTE ONLY 1 KB -TZ 3/8 X 3 3/4 00387510 QUOTE ONLY 50 KB -TZ 3/8 X 3 3/4 MC (400 pieces) 03437371 QUOTE ONLY 1 KB - 1/2 X 3 3/4 00387512 QUOTE ONLY 20 KB -TZ 1/2 X 3 3/4 MC (160 pieces) 03435802 QUOTE ONLY 1 KB -TZ 1/2 X 4 1/2 - -_ 00387513 QUOTE ONLY V - - _ 20 KB -TZ 1/2 X 7 00387515 QUOTE ONLY 20 KB -TZ 1/2 X 7 MC (120 pieces) 03436005 QUOTE ONLY 1 KB -TZ 5/8 X 4 3/4 00387516 QUOTE ONLY 15 l I / /www.us.hilti.com/holus/ modules / prcat /prca printpage.jsp ?RANGE_ =r3437 1/28/2009 1 C.I. THREADED FITTINGS STAR °PIPEPRODUCTS U LISTED LISTED APPROVED • I For fire protection services request submittal GRS 1.3 • - " 7 .. CAST IRON r......�:,. J „_ • NOMINAL ITEM MAX. DIMENSIONS WEIGHT 1,\ EcE D • 3 i 1 SIZE CODE WORKING EACH . -. _ -�- _ T (INCH) # P.S.I. A B PIECE 11 /4 C X0 4 a 300 1. FEB 1009 • A f 1.75 1.75 2.40 . E - i. • r 1 1/2 CX055 300 1.94 1.94 3.10 cCITY OFTIGARD . 2 CX066 300 2.25 2.25 4.00 BUILDING DIVISION 1 1/4X1 CX043 300 1.58 1.67 2.05 1 1/2X1 CX053 300 1.65 1.80 2.40 , 2X1 CX063 • 300 1.73 2.02 2.75 13 A ---1 CAST. IRON REDUCING TEE • NOMINAL ITEM MAX. DIMENSIONS WEIGHT • ` SIZE CODE WORKING EACH i I (INCH) # P.S.I. A B C PIECE • . . ,,. y CT331 300 1.26 1.26 1.36 0.95 • 1X1X3/4 CT332 300 1.37 1.37 1.45 1.10 ` 2 ""' 1X1/2X1 CT313 ' 300 1.50 1.36 1.50 1.08 1X3 /4X1 CT323 300 1.50 1.45 . 1.50 1.18 1X1X1 1/4 CT334 300 1.67 1.67 1.58 1.52 1X1X1 1/2 CT335 300 1.80 1.80 1.65 1.73 1 1/4X1X1/2 CT431 300 1.34 1.26 1.53 1.17 - . 1 1/4X1X3/4 CT432 300 1.45 1.37 1.62 1.38 1 1 /4X1 X1 CT433 300 1.58 1.50 1.57 1.47 1 1 /4X1X1 1/4 CT434 300 1.75 1.67 1.75 1.80 1 1/4X1X1 1/2 CT435 300 1.88 ' 1.80 1.82 2.05 - 1 1 /4X1 1/4X1/2 CT441 300 1.34 1.34 1.53 1.37 1 1/4X1 114X3/4 CT442 300 1.45 1.45 1.62 1.54 1 1/4X1 1 /4X1 CT443 300 1.58 1.58 1.67 1.65 • 1 114X1 1/4X1 1/2 CT445 300 1.88 1.88 1.82 2.21 . 1 1/4X1 1/4X2 CT446 300 2.10 2.10 1.90 2.55 1 1/2X1X1/2 CT531 300 1.41 1.34 1.66 1.41 1 1/2X1X3/4 CT532 300 1.52 1.37 1.75 1.65 1 1/2X1X1 CT533 300 1.65 1.50 1.80 ' 1.65 • 1 1/2X1X1 1/4 CT534 300 1.82 1.67 1.88 2.00 1 1/2X1X1 1/2 CT535 300 1.94 1.80 1.94 2.30 • 1 1/2X1 1/4X1/2 CT541 300 1.41 1.34 1.66 1.58 1 1/2X1 1/4X3/4 CT542 300 1.52 1.45 1.75 1.72 1 112X1 1/4X1 CT543 300 1.65 1.58 1.80 1.85 1 1/2x1 1/4x1 1/4 CT544 300 1.82 1.75 1.88 2.22 1 1/2x1 1/4x1 1/2 CT545 300 1.94 1.88 1.94 2.45 • 1 1/2X1 1/4X2 CT546 300 2.16 2.10 2.02 2.80 1 112X1 1/2X1/2 CT551 300 1.41 1.41 1.66 1.76 1 1/2X1 1/2X3/4 CT552 300 1.52 1.52 1.75 1.87 1 1/2X1 1/2X1 CT553 300 1.65 1.65 1.80 1.94 1 1/2X1 1 /2X1 1/4 CT554 . 300 1.82 1.82 1.88 2.29 1 1/2X1 1/2X2 CT556 300 2.16 2.16 2.02 3.28 2X1X2 CT636 300 2.25 2.02 2.25 3.40 2X1 1/4X2 CT646. 300 2.25 2.10 2.25 2.80 2X1 1/2X1/2 CT651 300 1.49 1.41 1.88 2.09 2X1 1/2X3/4 CT652 300 1.60 1.52 1.97 2.40 2X1 1!2X1 CT653 300 1.73 1.65 2.02 2.54 2X1 1/2X1 1/4 CT654 300 1.90 J 1.82 2.10 2.85 2X1 1/2X1 1/2 CT655 300 1.49 1.41 1.88 2.24 2X1 1/2X2 CT656 300 2.25 2.16 2.25 3.75 2X2X1/2 CT661 300 1.49 1.49 1.88 2.60 2X2X3/4 CT662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 . 2X2X1 1/2 CT665 300 2.02 2.02 2.16 3.72 2x2x2 1/2 CT667 300 _ 2.60 _ 2.60 2.39 5.10 Page 20 • • GROOVED FITTINGS I STAR® PIPE PRODUCTS . U L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 •'S'• Series products are specifically designed for use in fire protection applications where economy is a factor. All products are UL & ULC listed as well as factory mutual approved. Maximum working pressure for these products is 300psi. • .. y f , n s s .v a ��""77 L 0.0 • • r s. , e y� .. IT a„ , lM 1 I u V !S� Ld' -yo- : $ '- 4:- J �i ? r '� ' Ry .46'Ign`! 7F y . " 4 -."^- j� , y .. ' , 5 .4, ; xr�r rat t ,,,I L'.1,111;:, v _ °- FEB 2 8 1000 ■ Y , • ;GARD FIRE PROTECTION FITTINGS SK -1 GROOVED) ' fib IIVggg ®N SE -1 90° ELBOW SE -245° ELBOW ST -1 TEE NOMINAL END APPROX. NOMINAL CENTER APPROX. CENTER APPROX. CENTER APPROX. SIZE to WEIGHT SIZE to WEIGHT to WEIGHT to WEIGHT IN. END EACH IN. END EACH END EACH END EACH (Ni. IN.;:,. --:i Lbs.a‹�:: 11/4 0.87 0.32 IN. .. , . Lbs., .. IN. irn:0: Lbs.. .', IN...... Lbs.ti!..i t; . 2 2.75 1.50 2.00 1.29 2.75 2.27 ...t; i .'1 1 , ; 1 1/2 0.87 0.39 • 21/2 3.00 2.14 2.25 2.00 3.00 3.30 2 1.00 0.54 .. ; 7:; _ A. ii. 1 1,0 .;i 3 3.38 3.60 2.50 3.06 3.38 5.04 21/2 1.00 0.75 ' • ... ... 1. "i 2 /__i) n:: ..3 • 4 4.00 5.78 3.00 4.89 4.00 7.86 3 1.00 1.23 .. :2 7L _.i' 10_ 7. 1 el .., u • 6 5.50 11.78 3.50 9.95 5.50 19.05 4 1.06 1.95 - i=i• :: .34 89 . :': Ir:G 5.6e 0 2'1 8 6.81 21.10 4.25 15.40 6.94 33.30 6 1.06 4.58 :i 17 ': :: Fittings are cast steel per ASTM A 958 or ductile iron per ASTM A536. ? 1 8 98 ' • SE -5 GROOVE X THREAD REDUCING 90 ELBOW NOMINAL O.D. Thread A B Weight - `' Size • i IN. (IN) (NPT) (IN) (IN) (lbs.) 1Y, x Va 1.900 %, - 14 1.75 1.38 0.63 I 1 '/, x % 1.900 '/. - 14 1.88 1.38 0.70 I I 1% x 1 1.900 1 - 11.5 2.03 1.50 0.80 2x %, 2.375 1, -14 1.75 1.63 0.84 � i 2 x % 2.375 %- 14 1.88 1.63 0.93 iII o.o. II IS' � 2x1 2.375 1 -11.5 2.03 1.75 1.04 I 2 %x% 2.875 % - 14 1.75 1.81 1.18 I r ' 8 2'/,x'/. 2.875 '/. -14 1.88 1.81 1.30 ) I® I 2% x t _ 2.875 1 - 11.5 2.03 1.94 1.50 \ NPT • A SE -9 DRAIN ELBOW DIMENSION - WEIGHTS - . NOMINAL Approx. - ..:, ,,, F? . f: O.D. Thread C-E A PP , .� fi F .. Size Weight '!k= 1: (IN) (NPT) (IN) (IN) 3_y ��.t 2 2.375 1 -11.5 2.75 2.16 1.70 ;; 2.5 2.875 1 -11.5 3.00 2.16 2.45 � ___� l 3 3.500 1 - 11.5 3.38 2.16 3.50 c1 . 4 4.500 1 - 11.5 4.00 2.25 5.25 6 6.625 1 -11.5 5.50 2.25 14.00 , : �..r� j • Page 8 I I : l I • GROOVED FITTINGS STAR ®PIPEPRODUCTS e U L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 €., =• `. � • .• ` 4� '{ } `�` `: ``' , ham ' - ._ - � 5 , S :, ;,; '.' c Ar ' G ' kcw <'1 i ° �'' '" 19 7,'r. , 3 •1-- t:, - 1 s<T»�r .. v+arn:S--LI} _ru 'z' - " = 'Cr _.J;1 c 1>" 1 E -1 90° ELBOW I E -2 45° E -3 22 112° E-4 11 114° E•9 DRAIN ELBOW I ELBOW (SW] I ELBOW w ELBOW (SW NOMINAL CENTER APPROX. CENTER APPROX. CENTER APPROX. CE NT ER APPROX. CENTER APPROX. SIZE to WEIGHT to WEIGHT to WEIGHT to WEIGHT 10 WEIGHT IN. END EACH END EACH END EACH END EACH END EACH IN ■1•r,,r Lbs : - ',. I N Lbs IN.. �' .. Lbs IN,;:.n: Lbs :...": IN ••- • •. Lbs.•!:. 11/4 2.75 1.1 1.75 0.8 1.75 0.8 1.37 0.5 2.75 1.2 1112 2.75 1.2 1.75 0.9 1.75 1.0 1.37 0.7 2.75 1.8 2 3.25 2.0 2.00 1.5 2.00 1.6 1.37 0.9 3.25 2.3 2 112 3.75 2.9 2.25 2.2 2.00 2.1 1.50 1.5 3.75 3.0 3 O.D. 3.75 3.1 2.25 1.9 N/A N/A N/A N/A WA N/A 3 4.25 4.3 2.50 3.2 2.25 3.1 1.50 2.0 4.25 3.6 4 5.00 #.3 3.00 5.7 2 87 5.4 135 3.3 5.00 17 5 5.50 11.9 3.25 8.2 2.88 7.8 2.00 5.0 5.50 4,3 ' 6 6.50 18.2 3.50 11.0 3 8.3 2.00 6.5 6.50 10.7 .. !9 is _.. a, 6.5 0D. 6.50 15.0 3.50 11. .. N/A N/A N/A N/A N/A N/A �r:..1 _ ,- .. ... SW = Segmentaly Welded Steel 8 7.75 32.2 4.25 20.4 3.87 17 2.00 10.0 7.75 20.8 • Forge Steel .'1 _.: r. ., c ,, 10 9.00 49.0 4.75 31.5 4.75 30.0 2.12 14.5 9.00 29.0 Drain elbow has a standard 1" i,1 `' ., ` I'" '.. ", 1,i Female NPT outlet 12 10.00 70.0 5.25 44.1 4.87 40.4 2.25 16.7 10.00 33.0 a •°' 1 • Drain elbow is SCH 10 steel pipe • lt•-- CtaE- -�- CtDE -- `�- E t3 E -- � I ! EtoE - i E aC• E � s { . ,• 9 f r . .i yb ■ .. Rk' * 1 1 I •i-•n.' ' -1n!;' tC^��� 3i t z i. aeli,f J.. 0 ` emu �� ti I a Rates - -/- • 150 lb. steel flanged I 1 1/4" - 12" 14" - 24" • T -1 TEE F -2 FLANGE NIPPLEtswl K-1 GROOVED CAP NOMINAL CENTER APPROX. NOMINAL END APPROX. NOMINAL ACTUAL END APPROX. • SITE to WEIGHT SIZE to WEIGHT SIZE PIPE to WE IGHT IN. END EACH IN. END EACH IN. SIZE END EACH .... , IN.:. :: Lbs ,f,;. .. IN.,., r, Lbs::;.,: IN, , - , .,.1 IN , -1,1 1.13s./,..... 1 1 2.75 1.7 11 /4 4 2.8 11/4 1.660 1.00 0.40 11/2 2.75 1.8 11/2 4.00 3.2 11/2 1 1 0.51 2 3.25 2.9 2 4.00 5.2 2 2.375 1.00 0 25 21/2 3.75 4.6 21/2 4.00 8.0 2112 2 100 0.99 3P- 375 4.3 3 4.00 10.2 3 O.D. 3000 1.00 0 t ,O. , 3 • 4.25 6.9 • 4 6.00 17,2 3 3,500 1 1,54 ! • _i 4 5.00 10.9 5 6.00 21.4 4 4.500 1.06 2 _ 5 5.50 17.8 6 6.00 26.0 5 5.563 1.06 4 6 6.50 2 8 6.00 38.4 6 6,625 1.06 6.64 6.5 0. D. 6.500 100 5.50 6.5 O.D. 6.50 2d.5 10 8.00 65:0 I r : I I �" 8 7.75 42.1 12 8.00 91.0 ' 8.625 1.19 11.28 10 9.00 69.0 10 10.750 1.25 21.00 12 10 00 91.0 12 12.750 1.25 35.50 SW = Segmentaly welded steel I * Forged steel Page 9 . .. • , A GROOVED FITTINGS , STAR° PIPE PRODUCTS A. two UL •Z• RECEWED LISTED LISTED APPROVED For fire protection services request submittal GRT-tb 2 6 2009 ciTy oF TIGARD - • c• h. c , • c tu C - T REDUCING TEE (SW) G DIVISION f : • .- . .i.: •.:-..-..• .. NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. NOMINAL CENT ER APPROX. SIZE to WEIGHT END EACH SIZE to WEIGHT END EACH SIZE 10 WE IGH T. IN. IN. IN. END EACH 1.;• ''.•: -.: ,..'.;t:-`!'::: ! ' .1 •••'.1Z-; IN.:. . ,.., - LbsiKc: r' IN. me , LbS.,., cr,./r: IN. Lbs.: ,. . I 3 1 1 / 4 0 1 1 / 4 0 1 2.75 lif.1: 4040 2 5.00 10.1 8 0 8 x 2 1/2 7.75 36.4 L., 3: • :,',. , '.. 1".) ,1): , !1(1,..C1 2, 6, z.., A ziC. -.■;; B.': '11 ■ 1 1/2 x 1 1/2 x 1 2.75 1.8 4 x 4 x 2 1/2 (d) 5.00 10.3 t 181,1: 7.75 36.5 .-------- 1:• vl ..:: : : ';.•.5 10C1.- 4 )24 1 I 1 1/2 x 1 1/2 0 1 1/4 3.25 2.0 . 4 x 4 x 3 (d) 5.00 10.2 8 x 8 x 4(d) 7.75 43.5 lui 1:7 , I... ":1•X• "Y1 1 5. 2 0 2 0 1 ( d ) 3.25 2.?, 5050 1 5.50 14.0 8080 5 7.75 36.8 :4 .-,; r 21. 6., . lif, 1.2, • Si, 110 55 i .-rg: ,0:: IN I0 20 x 1 „ 1 / 4 3.25 2.6- 5x 5 x 1 1/4 5.50 14.1 8 x 8 x 6 (51) 7.75 42.5 5.) •:•:4 ) .... e.■ 12'; , I2C 4 '!.,•. i 2'.r.:•t2a , VI. ,0 3 2 02x 1/2 3.25 2.7 1 : 115 . 011/2 5 .5 0 14.3 10010x2 9.00 57.1 ?-3 . ., 1 .1) /_: 5 05:.)42.1): .1.71 2 1/2 x 2 x 1 3.75 4.1 5 x 5 x 2 5.50 14.5 10 x 10 x 2 1/2 9.00 . .,7.? •1•.)..,.5,2.:". 05 .. Q i:::•' 2 14.1 C % 21'!.. v : t") 'i 2 1/202 1 / 2 x 1 1 / 4 3.75 4.2 5 x 5 x 2 1/2 5.50 14.8 10 0 10 x 3 9.00 57.4 .:-':-.:•:: ::: •,;: IA, ''''.•• 54, 5...,) ... • :, : 2 1/2 x 2 1/2 x 1 1/2 3.75 4.2 5050 3 5.50 15.2 10 x 10 x 4 9.00 57.6 • ...:3 7 1 . 2'; •c , 21: ,.3.) 1 i:. ,, c 2':1 4Y2Zi. ... 11.h.: 27•? 1 0 i 2 1/2 x 2 1/2 x 2 (d) 3.75 7.5 505 x 4 5.50 15.8 10 x 10 x 5 9.00 57.8 . 05 .5.Y.:5•.), : , t" c , 25 :111 12:1 1' :Cr: •, 2.5.1. , if,' 2. : 3 03 x 1 4.25 5.1 6 0 6 0 1 1 / 4 6.50 26.0 9.00 58.0 Ii)- %.-' I.3:. 'ID:...2 155 1' 2 c ) . , : ::."' 2'4, 3 03 x 11/4 4.25 5.2 6060 1 1/2 6.50 2 10 x 1008 9.00 58.4 , ...- , : , 4 E:. :•14 10 ,1 •.•:.) 1).6432 , L , •• SI.Y.).42.';'.4 • 2';'. . 3 0 3 0 1 1 / 2 4.25 5.3 60 6 x 2 (d) 6.50 22.7 12 x 12 x 3 10.00 80.2 • '451 7. ■ ':::,' 152...i: 15, 13 'P.'. ) 391 S '5 25, 35.1 3 x 3 x 2 4.25 5.5 6 x 6 x 2 1/2 (d) 6.50 22.6 12 x 12 x 4 10.00 80.5 4 57 71, 1571150.4u 17t IC, .Y.r,.'l il:C: , 251) :,5.5 3 x 3 x 2 1/2 (d) 4.25 8.5 6 x 6 x 3d) 6.50 24.2 12 x 12 x 5 10.00 80.7 4,'107700 f;'? 3" 1W 1•4 Ill) :4 125 2N. .5 4 x 4 x 1 3.75 6.7 6 x 6 x 4 (d) 6.50 2 12 x 12 x 6 10.00 80.9 im lo.'i. •,:i iro, ■••,;0::.,1 ::rA).: :.T.: Y , 2F4.4 .3 7 SW = Segmentaly welded 404011/4 5.00 0.1 ,...,2 xp S(d) 6.50 25.6 .,1"3:::"MI'3 10 00 91.4 - steel I rri, iir g .,... i2 .., 1.:,.. 11:i 7514 4 0 4 0 1 1 / 2 5.00 9.9 8 x 8 x 2 7.75 36.2 12 x 12 X 10(d) 10.00 101.6 (d) Ductile iron 11 • 1,4'. 11 121 2 • 2•X 4, ':d"; '" '0.... .1. .1.:4,2'.:11 71 45.' • , . • 7-3 REDUCING TEE/THD (SW) ,. NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. C to E --4-- C. m "E.--1 SIZE to WEIGHT SIZE to WEIGHT SIZE to WEIGHT ! I IN. END EACH IN. END EACH IN. END EACH ' . . ' ..., .9,e• - #`,,,, Prit IN.,111 LbSif:( 1:5+71: 11 Lbs fF.... IN:,.,1 Lbs.rx, ,,1 11/4 x 11/4 x 1 2.75 1.1 4 4 x 2 5.00 101 8 x 8 x 3 7.75 36.5 1 EVI: :, ...:Y:7 1 •".7. , ',„,41.3 ni.: :,..., r 2! •T 1 .': :! A ,;!": x Yir: I.:7 A 6 ■T 7, i:I. l(17 I. •^ , " 3 2••■• • -•.,, 4 ', r-..'• '. ' , • 1 1/2 x 1 1/2 x 1 2.75 1.8 4 x 4 x 2 1/2 5.0 10.3 8 x 8 x 4 7.7 36.6 . ..., 1'44 r ,.' '-■ ..". X Al , a 45- 79 0 a , 54 g ;ra: 6 g.1. 1' 7-44, 202 ‘' 11 ''• • " ■ .1 ... £ 1 1/2 x 1 1/2 x 1 1/4 3.25 2.0 4 x 4 x 3 5.00 10.5 8 x 8 x 5 7.75 36.8 I.. 5 C.) .1: 5 A0 x 31 C•0 0.S IV, lr.1)* 411 12: .1.4 7 ,1: 12.F• I a.)..le••......4 I 2o 2 x 3/4 (d) 3.25 2.5 5050 1 5.50 14.0 8 x 806 7.75 37.0 ,.,,,,,,J..-= t 5: x 5o x 2t S. ' ' •).5 d '125 25 1.40 " 02. - 151 12.F 1 i 2 x 2 x 1 (d) • 3.25 2.5 5 x 5 x 1 1/4 5.50 14.1 10010x2 9.00 57.1 , 11:1 a 1 /, 2). r ,, : ! in g i.,:f., ... 32 14, b•11 aro g: g 5.1 :121 25.1 • • 2 x 2 0 1 1/4 3.25 2. 5 x 5 x 1 1/2 ' 5.50 14.3 10 x 10 x 2 1/2 9.00 57.3 !.,•:, x F0 x 22 6:z . 1;:5 x 125 •• 4: :a.: 2r.0 :4 ) .d 2 x 2 x 1 1/2 3.25 2..7 5 x 5 x 2 5.50 14.5 10 x 10 03 9.00 57.4 51I y f.,; y .1.: f !.', 0 ;2!, t 2,' 141 o t• 2.)::: :a i.,; i... ;!* rAc 2 1/2 x 2 1/2 x 1 3 4.1 5 x 5 x 2 1/2 5.50 1,1', 10 x 1004 12 57.6 :. 6.0:.a2.1. 1 C In r 12'. .4 t.f. :di) 25r. )• '4:0 15 •• ,., • 2 1/2 x 2 1/2 x 1 1/4 3.75 4.2 5 x 5 x 3 5.50 15.2 100 10 0 5 9.00 :!:41 7' 9:' 111 .:•::.. 7 140 :I:: ,...5,1Y :an ,., 12 • • 2 1/2 x 2 1/2 x 1 1/2 3.75 4.2 5 x 5 x 4 5.50 15.8 10 0 10 0 6 9.00 58.0 •- CS- 61', JO 45- i i '7:,. ,S113 1.10 ' ' 250 Y :755 " 15, 211: 713 1. 2 1/2 x2 1/2 x 2 3.75 2. 5 4.3 6:6011/4 6.50 26.0 10 x 1008 9.00 58.4 r.._;". 0 E: ' :10 2 4 10 y. 120 4 5.2 14.1 11.il ,1) :51 .4 ...., 22: 2).5 • 3 x 3 x 1 (d) 4.25 6.6 6 x 6 x 1 1/2 6.50 26.2 12 x 12 0 3 10.00 80.2 . 05 Y. 4:11 z 21: 52 34 :0 5 i17-2 A 1i2 146 • :r,,,,t4; ..: ol 21,4 '1 30 3x 11/4 4.25 5.2 6 x 6 x 2 6.50 26.3 12 • 12 0 4 10.00 80.5 . 112.5C0), 3i. 171 2 1511:5C0 S 32 145 11.9 1. x . 3;;:. v 1;11" 25 51.5 3x3011/2 4.25 5.3 6 0 6 0 2 1/2 6.50 26.5 12 x 1206 10.00 80.7 e.: g ec Y. '-C 1'44 24 160‘1:1,43 1.41 15-.I' 104 0 - 919 v ITT- 2114 M.., ' 3 x 3 x 2 4.25 5.5 6 x 6 x 3 6.50 26.5 1201206 10.00 80.9 t: >20 , in .....5 1:-.2 g :a, 14- lia 122; -777 X if:g 211-, 26 'i • 3x 3x 2 1/2 4..P 5.8 6 x 6 x 4 6.50 26.6 12 x 12 o8 10.00 91.4 I V: , t...,!:, ... ,. • , "1".•4,•. 16:. 155, 4),) • :1.:-.:) 224 411 : 4 0 4 0 1 ( d ) 3.75 10.0 6 x 6 x 5 6.50 27.0 12 x 12 x 10 10.00 91.8 SW = Segmentaly welded 4 x 4 x 1 1/4 5.00 9.8 80 8 x 2 7.75 36.2 •:.,., .11 41:4. 1;17 , 1 '2-1):: '4. 210 4 a. 1.11 • steel 404011/2 5.00 9.9 8x 8 x 2 1/2 7.75 36.4 (d) = Ductile iron , 0 • ;:.• 4 -,•■ 17 d.:: :211 ..270 A 6 111/ 1 1 ; 1 ' 1 Page 10 , 1 I i 1 1 1 . . . . STARc PIPE PRODUCTS , GROOVED FITTINGS .... w 1 i U a L LISTED Ila LISTED APPROVED . . ■ For fire protection services request submittal GRS 1.3 - • -- ir: V.: , 2 ' - _ . ,,T. ipvt , r. • ,.k; Cf.kq ' -• - T ', .. .r.t? 4 , i' d ..; .asmi..a.. bA.. • • . ..,-- A& R-1 CONCENTRIC REDUCER(sw) R-2 ECCENTRIC REDUCERsw) • NOMINAL END APPROX. NOMINAL END APPROX. NOMINAL END APPROX. NOMINAL END APPROX. SIZE To WEIGHT SIZE IN WEIGHT SIZE to WEIGHT SIZE to WEIGHT IN END EACH IN. END EACH IN. END EACH IN. END EACH IN w,•-. Lbs.s..r ',,,,: IN::'.'. Lb s...',:: :,, IN M.r, I Lb S ,":,'• ...,r1 IN. i,-1 Lbs ,:. 1 . 14411 , 1 3.31 0.60 502 1/2 3.50 4.5 1 1/4x1 8.50 0.80 5x2 1/2 11.00 7.8 . .4 51:',2. .:. = ,.. 1 V 3 0i75 1W, 350 1. 1 1/2x1 %..../‘; 9.00 0.90 5x3 11.00 9.0 '3:. :, r:.: 1 1/201 1/4 3.31 0.73 1 .V : 3,s0 1.5 1 inv 1/4 9 iP 0 1;0 5 x4 11.00 11 2,,1(4) 3 0.69 : .:x,(d) 4.00 5.0 .311, 9.00 1.2 :•2 .,:. 602 ■Cd.::: 11.50 15.0 2011/4 (d) 3 0.65 602 1/2 4.00 6 2;1 1/4 9.00 1.3 '-SU :I 01 6M142 11.50 1 2y12 (d) 3.31 0.83 6x3 4.00 1.6 2x1 9.00 1.4 1.).c-1., 11.50 16.0 2 /711 3 :a . 1 9■V :2,,4.:. 60(d) 4.00 :11 2 A:.: 1/2„x1 _f 9.00 1.7 i.11 c:• 6x4 (d) 11.50 13.6 ::r1-1 :-(,) 331 2 1f2x1 1/4 1 ?I .T? , r1:. 4.00 5.8 2 112111/4 9.50 1 d- 7 : I ::..0t7.1 11 1 2 1/2 3. 0..9,7 , 1...?., 5.00 12.2 :, i., 2 1/201 1/2 9.50 1 8x2 .431,e, 12,00 21„5 2 1/202 3. 0.9 ., 8 1 ? s.13,0 1 2...132x2 9 : - ....?: 7 ?i? 8 To 2,2 c.1.451. 301 3 1,?, ..A (d) d) 5.00 1?,.0 301 9.50 2.0 04 803 :-nr,:, 12.60 21.5 .• 341 144 3 1.2 8x4 (d) 5 . , - . ?? ?-! 3)(1 NO =:1: 7 !iP 2.1 .A1..:x, 1200 21 41 3.31 1.2 88 5.00 , 11 3:i 9 1 0 2.7 885 • 1 2 : 00 22.5 ..I ."r ".,PI": .3,11FI!d) 3.31 8x6 (d) 5.00 11.7 ?”, 9.50 2.3 816 :,...: 12.00 23.5 34.2 1/2 (d) 3,31 cl..c5 1,121 6.00 2.;1,..9 3?5,7Y2/37 9.50 4.0 '24; (A '.:Igif in 1 36 0 4 ' 4 ,r1 3.38 2.2 1005 ; 6.00 21.6 ,'10.- 01 10 4.9 -..91 13.00 36.5 ..5 40 1 3.38 2.2 ;.1..9ii§. 6.00 21 4w2,..1t1 1 P;,9. ° 4 ) . ! 211.......:, 1 37? T132 (d) 3 2.7 ::12,91 6410 1 '11:ti:211,? 10.00 4.9 3::3: 1300 1)5.0 40(d) 3.30 : 2. , 6 12x4 7.00 28.0 1, 4A 10.00 3.1 1204 11 t7.0 - i.,,,,,.... 2:.;4 !/. 1: 43.2 1/2(0 3.38 :20.. 417V2! 7.00 29.0 4041 I 1 7 10.00 3.4 . t. : 00 10.0 IT.. ' r. 13: ', : c ulF,f§. 1 .;!, 403 (dl 3 (2i6 : 11. 7.0 30.0 4x3 (d) 10.00 9.0 4.1 5.V. 14 1 V1T 51'‘:•11:1:? 3 4.6 12x8 7.00 28.0 5 3 .60 .,5 11!4,,14? 11.00 7.5 12x 31.0 1=, 13 ,..-xer,,, 14.00 St 6y2 . 3.50 4.6 13 15 9.= 7.00 33.0 RA,9 , _ 1 .1:!° 9 , , 7 3:3. 1 C: i ?•? 11.00 7.5 ;C: 113. .14 SW = Segmentaly welded steel SW = Segmentaly welded steel (d) = Ductile iron (d) = Ductile iron R-3 CONCENTRIC REDUCER/THD(sw) NOMINAL END APPROX. NOMINAL END APPROX. SIZE to WEIGHT SIZE to WEIGHT IN. END EACH IN. END EACH - E to E - • IN ,.= -:', Lbs •■-::.; IN ':71r5, Lbs ,-::.: 1 1/2x1 371 0.73 302112 3.31 1.2 -1 , . e., . - ' ; ' ,1 ' , 11 ,:: , ., 4.: ?(1 (d) 2x1 1/4 21Q 2 1/2x1 r.,f.yzi 2 1/2x1 1/4 3 ;: li ,9 N 3.31 0..8! 4x1 112 3,38 2.3 .. II 1 1 1 0 ..P? 3.31 0.81 3.31 0.92 I T:. ;;;f3:: 4x2 1/2 3.38 3,38 3.38 2.3 2.2 4. i 11 2.3 • 0 ' I i 4x3 3.38 2.6 II!•: :IA C.:2 .!3 2 1/2x1 1/2 3.31 0.92 5x4 1 3.50 4.5 21 ',IQ '1= . • 2 1/202 3.31 0.92 681 3 .50 5.9 (,....v.4. 3 3 ,.._ ,,. 3 , ..., 34 . 3x 1 3.31 t2 6x2 2.50 6.0 3 .. 1!2 3.31 1.2 6x3 3.50 6.0 3x2 (d) 3.31 1.1 6x4 3.50 , 'Lc ..• r: " I Page 11 1 l'. • GROOVED FITTINGS/ MECHANICAL TEES STAR °PIPEPRODUCTS c U L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 - F. isE - - r - 7 . - f 1 ^^'- Co0 -- CmF • ' N -1 .- N -2 N -3 N-4 ' �t�,r T 1 GxMPT GxB GxG GxH a ' EQ 6' 2009 N-1 N -2 N -3 N-4 !' a .I W % ; : OF �a D C I ADAPTER NIPPLES HOSE NIPPLE ig; 4 j BUILDING DIVISION NOMINAL END APPROX. NOMINAL END APPROX. ( .. S IZE to WEIGHT SIZE to WEIGHT IN. END EACH IN. END EACH ..1,r-1i IN. • Lbs.(i•:1, .,!..(.. IN.:r•v :i: Lbs..., •. X-1 1 3.00 0.40 1 3.25 0.40 CROSS(SW) 11/4 4.00 0.80 11/4 3.62 0.70 NOMINAL END APPROX. SIZE to WEIGHT • 11/2 4.00 0.90 11/4 4,00 0.80 IN END EACH Ir.,.. (: •. IN. IN. urn-,) Lbs.t.. 4 4.00 1.20 2 4.62 1.3 11/4 3.75 2.0 i , . . .. ., 21/2 4.00 1.90 21/2 5.50 2.1 1112 3.75 2.2 3 4.00 2.50 3 6.00 3.3 2 3.75 3.0 e Irk 1:.. ( 4 6.00 5.50 4 7.25 5.5 2 11 2 3.75 5.0 5 6.00 7.40 5 9.75 8.1 3 4.25 .1 t;,) Ir • 6 6.00 9.50 6 11.00 13.2 4 5.00 1 7 ,1; 1.9 • 8 6.00 14.20 8 12.50 24.0 .' 5.25 7.1 10 8.00 27.00 10 14.00 29.00 6 6.50 7.5 1'3:1 765 12 8.00 33.00 12 16.00 46.00 8 7.75 47.0 SW = Segmentaly welded steel 10 9.00 68.0 i (d) = Ductile iron 12 10.00 107.0 Model MT -3 & MT -9 Mechanical tee serves the same function as MT -1 & MT -8 but . uses a steel electro plated u -bolt to save space and for easier installation in tight places. It is ideal for direct connections with sprinkler heads and drop nipples. HOUSING: Ductile iron ASTM A536 grade 65- 45 -12. C - E --- COATING: Zinc electroplated U - BOLT: Carbon steel SAE grade 2. zinc plated. NUT: Carbon steel ASTM A194, zinc plated. yc =; G PI ASKET: EPDM (- 30...F to + 230...F) i - i lib THREADS: MT -3 NPT per ANSI /ASME B1.20.1 1 �� V! a B A rE� �� MT -9 British standard parallel (BSP) per BS21 „ � I __ AI MT -3 & MT -9 MECANICAL TEES r \i I NOMINAL MAI(. NOIt DIM [N 510N5•Inc N /:'1.' AVRROX• _ Ib � \ SIZE WORMING Slit WEIGH! IN. 0 .I./ IN. A e [ 0 t [ ACA D 1 1/4.112 900 1.19 2.14 1.64 3.50 1.21 2.25 0.83 11/4 L - 314 300 1.19 2.14 1!64 3.50 1.21 215 0.67 I i 1 114 1 380 1 2.77 1.61 3..50 1 2.25 1 1 1/2 712 900 1.19 2.16 1.76 3..P 1.77 I 0.87 i 1 1 /2a 3/4 300 1.19 2.26 1.76 3.50 1.33 2.25 0,67 : • - r 1 1/2 i1 300 1.19 2.39 1.73 3,50 1.33 2.25 1.06 1" ' A : , r . , 's 2 300 1.19 251 2.01 375 1.56 2,25 0.87 • •5 1 a 314 300 119 7.51 1.0 7 1 75 1.56 2 .75 094 `1 1X I ''' I I •.•. ,1r, r. . ..: fi 2a1 300 1.19 2.64 1.98 3.75 1 2.25 109 ,. t :''•;'-'18E• 'I .] a 3 V•.r • 2 1/2 , .112 300 1 276 2.26 4.25 1.81 2.I5 0 1 � , ��• .,� I .,,ti .� # :k: . 7 117 a ]q 300 1.19 2.76 2.26 4.25 1.01 2.25 0.98 } '�1 ' i . 2 112 a I 300 1.19 1_88 2.22 4.25 1.81 2.25 1.14 1 1 / `I ■ 30,9.x1/2 300 1.19 2.82 232 4.25 1.88 2.25 0.89 'IL ;2 { 3 O.D.a314 300 1.19 2.82 2.32 4.25 1.88 2.25 0.98 ti 30.2,1 300 1.19 2.95 2.29 4.25 108 2.25 1.14 Page 12 .e40 9— 0o7 7 , Bulletin 117 Rev S M odel F1 ll ° ® r Model Fl Recessed • Standard Response Sprinklers • The Designer Model Fl Sprinkler ... --....„, Al Standard Upright RECEIVED '� •` . Standard Pendent 11 V � " 1 .. Extended Coverage Pendent > 4'>' >, • Conventional FEB 2 0 2009 . E " , Vertical Sidewall -; ': Horizontal Sidewall CITY OFTIGARD v "'Y°° • - HSW1 Deflector --.-_,,;,% '� ® BUILDING DIVISION Upright Pendent ' The Designer Il Model Fl Recessed Sprinkler • Recessed Pendent L N .-1, Recessed Extended Coverage Pendent t.? "�.q.,:.. �" Approval Organizations ; 1. Underwriters Laboratories Inc. ) S . 4 �' • 2. Underwriters' Laboratories of Canada - .44 44 4 1 PL;3 t,. 3. Factory Mutual Research Corp. # ; 4. Loss Prevention Council , • 5. NYC BS &A No. 587 -75 -SA 6. Pleniere Assembles Vertical Sidewall Conventional 7. Verband der Schadenversicherer . i 8. NYC MEA 258 -93 -E UL Listing Category ,- ' l Sprinklers, Automatic & Open (VNIV) n T� ' ; N. � 1 t , , J , + Patents: U.S. Patent No. 6,374,92 -` I I Applies to Model Fl Vertical Sidewall Sprinklers. "W I Product Description Horizontal Sidewall Recessed Pendent The Fl Glass Bulb Sprinkler combines the durability of a standard sprinkler with the attractive low profile of yg -_ . i a a decorative sprinkler. Whether installed on exposed ` a - nom. 1411-- �rt!C" .:. - _-_A•.�: �. LK j : piping or in an office ceiling, it is functional and . ( €T 1 ! attractive. The Horizontal and Vertical Sidewall r I r. Sprinklers provide an equally attractive appearance .: when ceiling piping cannot be used. .'t - `'` Beautifully versatile is the description for the Reliable I Model F1 Recessed Designer glass bulb sprinkler. g I �� Extended Coverage Recessed Extended , Recessing The Designer enhances its already low Pendent Coverage Pendent ' 1 I profile decorative appearance, and facilitates a rapid • and perfect installation. At normal temperatures, the glass bulb contains the Model F1 Recessed Designer's escutcheon is highly fluid in both the liquid phase and in the vapor phase. • adjustable. The two piece construction makes field The vapor phase can be seen as a small bubble. As ; installation a very easy and rapid task. This also allows heat is applied, the liquid expands forcing the bubble I I • ceiling panels to later be removed without shutting smaller and smaller as the liquid pressure increases. ! . down the fire protection system, thus facilitating Continued heating forces the liquid to push out against maintenance of above ceiling services. the bulb, causing the glass to shatter, opening the I ! The Designer Automatic Sprinkler utilizes a frangible , j waterway and allowing the deflector to distribute the glass bulb. The glass bulb consists of an accurately discharging water. ; ' controlled amount of special fluid hermetically sealed The Fl Sprinkler temperature rating is identified by I inside of a precisely manufactured glass capsule. This the color of the glass bulb capsule as well as frame ! � ' . • glass bulb is specially constructed to provide fast color where applicable. thermal response. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York, 10523 r. li • Model Fl Upright, Pendent & Conventional Sprinklers • Installation Wrench: Model D Sprinkler Wrench i 1 ii • ' ` _�. {_�, I livr. ice; q `- . F d4 r �� • Y _ l mot o i''E Upright Pendent Conventional i t ' 1; Installation Data: Nominal Nominal K Factor Sprinkler Approval Sprinkler Identification Numbers Orifice Thread Size ^_.__— ___._._ —_._ --- Height Organization -- -- —' -- — ' US Metric Upright I Pendent - Standard - Upright (SSU) and pendent Deflectors Marked to Indicate Position ' . /.•' NPT 2.2' (15min) (R1/2) 5.6 80 (56rttnt) 1,2.3.4,5.6,7 R1725 01715 17/32' %' NPT I 8.0 115 2 ' 3 1.2,3.4,7.8 R1722 { ' r R1712 (20mm) { (R3/4) (58mm) '/i NPT 2.2' (15mm) (01/2) 5.6 80 (56mm) 7 17/32' W NPT 2.3' (20rnm) I (R3/4) 8.0 115 7 (58mm) ; 1116' 1/2' NPT 4.2 60 . IIlm l) (R1/21 (56rnrn) 1.2,8 R1723 I Rt713 3/8' %' NPT 2.54' (10mm) (R I/2)t`1 2.8 40 (65ntm) 1,2,8 I R1721 R1711 1Omin XLH J R3/8 — 4.2 60 56.1mm — 4.6.7 1 R1724 01714 ! I Conventional- Install in Upright or Pendent Position I 10mrn XLH R3/8 4.2 60 56.1mm --- - - - - -- R1774 i I 15mm ( R N2; 5.6 80 56.1mm 4.6,7 R1775 3 /.' NPT 20mm (R3/4) 8.0 115 58.1mm 4.7 I R1772 I (1) LPC Approval up to 286 °F (141°C) I. (2) FM Approval for SSU up to and including 200 °F (93 °C) only. • ' (3) (F1S5) VdS Approval for Intermediate Response 155 °F (68 °C) only. (4) Polycoated upright UL and ULC listed corrosion resistant. 1: I - I . 2. I II • 'I i - Model Fl Recessed Pendent Sprinkler j ' Installation Wrench: Model GFR1 Sprinkler Wrench • I 1 . 1--- s; i�.,,,/ I B i i -,,w.Nii, , i 41 ,--- - - ;2Y,,,, 7f. . a[ � I ��'TT'Y- TERN : LL<P r �/ �"{ ' AGAINST SP.q'.mLL[A . . Y 7.,St - 4 �� 11P[NCN SOS$ f I I • ` ��r.-i L__J F�1 �J i 1 � 15/hr �/ • (�l 0] V8 (? .3.emm) • Recessed Pendent 09.,„,...) _ ' ( � �� � � A /3.2f ,- (71 4mm) I ,SSrGOU - 2 17/!7' O4 n51-GO -- (72.2») • (1) When installed directly into a tee, the escutcheon dimension's • adjustment will be reduced. i Installation Data: i . Nominal Nominal K Factor I Approval Sprinkler Identification Orifice Thread Size US Metric Sprinkler Height Organization Numbers (SIN) '/i %a' NPT 2.2' • (I5mm) (R1/2) 5.6 80 (56mm) 1,2,3,4,5,7 R1715 17/37 'X NPT i (20mm) (R3/4) 8.0 115 (58mm) 1,2.3,4.8 R1712 I V. W NPT [ 2.2' j — • (15mm) "I (R1 /2) '.6 80 (56mm) L 7 17/37 .- NPT 2.3' • (20mm)r'r (R3/4) 8.0 1 15 (58mm) 7 7116' %' NPT • 2.2' I 11mrn 4.2 60 I —_ 1.2,8 — __ R1713 ` (___) (R1 /2) ____ _ (56mm) + 3/8' _ -- — f{ NPT 2.8 -- 40 2.2 1,2,8 R1711 (10mm) (R1/2) (56mm) • 10mm R3/8. 4.2 60 56.1mm 4,7 R1714 (2) FM Approval • • Light Hazard - No Limitations . • Ordinary Hazard - Groups 1 & 2, Wet Systems only. (3) LPC Approval is for 57 °C through 93 °C ratings. (4) VdS Approval for Intermediate Response 155F (68 °C) only. • • I ' II 3. I • Model Fl Vertical Sidewall Sprinkler — ;.. , Installation Wrench: Model D Sprinkler Wrench H. ''; . , 1 '. Installation Position: Upright or Pendent r ° }` Approval Type: Light Hazard Occupancy 1 p c- t.. U.S. Patent No 6,374,920 ' r •.. }� -. - Sprinkler Type Deflector to Ceiling Distance - (Min. - Max.) ._- __ - _ Upright — - 4 (102mm) - 12' (305mm) — Vertical Sidewall Pendent 4• (102mm) - 12' (305mm) . Installation Data: Nominal K Factor _ ____ Sprinkler ! ; Nominal Orifice Thread Size — - Sprinkler Ap prova l Identification : I 1 US �— Metric Height Organizations Numbers ISIN) I Yi (15rnm) '/. NPT (R 1/2) I - - - -- 5.6 - - -- 8.0 2.2' (56.1mm) 1,2,3,4.6,8 R1785 (1) LPC Approval is pendent only, 57 °C through 141°C ratings. i i:. Model Fl Horizontal Sidewall Sprinkler Deflector: I -ISW 1 Installation Wrench: Model D Sprinkler Wrench ' i I I/. I rid- (ln+.>mm- ,s1+.,,,.,/ ' : . . � r o-a _ x /: arnucr,' — I OCfLFCYOP , i J I # `ly - ; . s � . I ds'. l � I --' ,- ' .i f� >. .•i i'.f r t i 1 !7/5.01 �l l 1 1 1 7 _ 1 = b- 1, l I J- ■ 1 17/11 OU i 1 I 4.11. (:11m "` ,y I II TvEni ccuaR um¢ - I ,, RENT:N BOSS I 1 Horizontal Sidewall — I (' f a'j q :u�SrA irr+! i i Installation Data: _ 1 Nominal K Factor Approval Organizations I Sprinkler I Nominal I Thread Size : Sprinkler I I Orifice Hei ht Ordinary Identification US Metric 9 Light Hazard Hazard Numbers (SIN) I ; '6 (15mm) i i V ( P R . NP112)1. I 5.6 80 2.63• (67mm) 1.2 1.2,5 I R1735 Note: UL and ULC Listing permits use with F) escutcheons, light hazard only : ! I I 4. I i i i I l Model Fl Extended Coverage Pendent Sprinkler Deflector: EC Pendent � ; 1 Installation Wrench: Model D Sprinkler Wrench °-. • i6i.::::,' fir. Approval Type: Extended Coverage - Light Hazard Occupancy ,St'!t•': Coverage Area ,1'•t. r i • 3 Pressure ■! ∎� �, V Flow Rate - - - Nominal i Max. Area `' N. . - - - - -- Width x Length �,.. • , - 14=8.0 (115) K =5.6 OIL_ i 43 . gpm 1../min psi _ bar _ psi _ bar I ft. x ft. m x m -- - -. ' e6 99.4 10.6 0,7 21.6 1.5 16 x 16 4.9 x 4.9 E Coverage Pendent j 33 125.0 17.0 1,2 34.7 2,4 18 x 18 5.5 x 5.5 g 40 151.4 25,0 1,7 51.0 3,5 20 x 20 6.0 x 6.0 • Installation Data: • _ .. • Nominal K Factor Temperature Rating Sprinkler Nominal Thread Sprinkler Approval Orifice Size US Metric Height Organizations ° °C Identification Nummbers bers (SIN) SIN) r 17/37 3 /.' NPT I (20mm) (R314) 8.0 115 2.7 (56mm) 1,2,8 135 155 57. 68 R1742 (151nrn) RN2) 5.6 i - 80 2.2' (56mm) 1,2,8 135, 155 57, 68 R1745 Model Fl Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model GFR1 Sprinkler Wrench _ - . ar Approval Type: Extended Coverage - Light Hazard Occupancy ".�"' - 14 3 /4 i } ` a r I r "l • s- V• IT ha. .4 ! i 0 Mpg . Y r "';,. 'y ' uvSI SvSwlr.' I VI I • h •,.:„.' . 1 \ 1 1 F �' �' u f 'i .r ,� - -"-t,. .3 . _7 1 I 1 • - ,d^l ..yy yr• JIM lu:-nir r•s I�� lira - 3-* ,1.1.. [____ kid I:- 4_1_1 1. A rr1,,,,I ! I „trees, 2 nps a I. n(.rT.iI Extended Coverage • Recessed (1) When installed directly into a tee, the escutcheon dimension's adjustment will be reduced. - -- Coverage Area - Pressure Flow Rate _ Nominal Max. Area I Width x Length 1 i • - -_ - -- -_ K =8.0 (115) K =5.6 (80) gpm limin psi bar psi bar ft. x ft. m x m 26 98.4 10.6 0,7 21.6 1,5 1 16 x 16 4.9 x 4.9 r 33 125.0 17.0 1,2 34.7 2.4 18x18 5.5x5.5 40 151.4 25,0 1.7 51.0 3.5 I 20 x 20 6.0 x 6.0 i t Installation Data: • Nominal Thread Nominal K Factor Sprinkler I Approval Temperature Rating Sprinkler Identification ! ! Orifice Size - US - 1 Metric Height Organizations - °F °C Numbers (SIN) . 17/37 I . NPT I 1 I (20min) I (R3 /4) 8.0 I 115 2.2' (56mm) 1.2.8 135, 155 57, 68 I R1742 (15mm) �+ NPT 5.6 80 2.2' (56mm) 1.2.8 135. 155 57, 68 I R1745 (R1/2) . 5 II I Model Fl & Fl Recessed Sprinklers Ordering Information , Application Specify: I- 1 r i Model F1 and F1 Recessed sprinklers are used in 1 Sprinkler Model fixed fire protection systems: Wet, Dry, Deluge or 2. Sprinkler Type • Preaction. Care must exercised that the orifice size, 3. Orifice Size temperature rating, deflector style and sprinkler type 4 Deflector Type are in accordance with the latest published standards 5 Temperature Rating of the National Fire Protection Association or the 6. Sprinkler Finish approving Authority Having Jurisdiction. 7. Escutcheon Finish (where applicable) ' Installation Temperature Ratings _ . Model F1 sprinklers are standard response sprinklers Maximum intended for installation as specified in NFPA 13. They Sprinkler Ambient Bulb C lassification Temperature must also be installed with the Model D Sprinkler Temperature Color Wrench specifically designed by Reliable for use with °F °C °F °c these sprinklers. Ordinary 135 57 100 38 Orange The Model Fl Recessed Sprinklers are to be installed Ordinary 155 68 100 38 Red with a maximum recess of 3 / inch (19mm). The Model Intermediate 175 79 150 66 Yellow Intermediate 200 93 150 66 Green • F • l Escutcheon illustrated is the only recessed High" 286 141 225 107 Blue escutcheon to be used with the Model F1 Pendent and Extra High " 360 182 300 - 149 Mauve I . i EC Sprinklers. The use of any other recessed (1) Not Available for Fl Recessed . ■ escutcheon will void all approvals and negate all warranties. When installing Model Fl Recessed Patents: U.S. Patent No. 6,374,920 l Pendent and EC Pendent Sprinklers, use the Model Applies to Model Fl Vertical Sidewall Sprinklers. GFR1 Sprinkler Wrench. Any other type of wrench may . damage these sprinklers. Finishes Glass bulb sprinklers have orange covers to protect Standard Finishes the bulb during the installation process. REMOVE THIS • PROTECTION ONLY AFTER THE SYSTEM HAS BEEN Sprinkler Escutcheon HYDROSTATICALLY TESTED AND, WHEN APPLICABLE, Bronze Brass Chrome Chrome I . , • THE ESCUTCHEONS HAVE BEEN INSTALLED. RASCO White Polyester coated' t x White Painted wrenches are designed to install sprinklers when Special Application Finishes covers are in place. Sprinkler Escutcheon • • Maintenance Bright Brass Bright Brass • Black Plated Black Plated The Models F1 and F 1 Recessed Sprinklers should Black Paint '' Black Paint be inspected quarterly and the sprinkler system Off White''' Off White • maintained in accordance with NFPA 25. Do not clean Satin chrome Lead Plated li � Satin Chrome I sprinklers with soap and water, ammonia or any other WaxCoatedl' cleaning fluid. Remove any sprinkler which has been wax Over Leau t painted (other than, factory applied) or damaged in any (1) Other colors and finishes are available on special order. Consult • way. A stock of spare sprinklers should be maintained factory )20 for details. , • quick replacement of damaged or operated (2) 200°F (s3 °C) maximum. to allow q p 9 p (3) UL and ULC listed, and NYC approved only. sprinklers. Prior to installation, sprinklers should be (4) 155°F to 200 °F (68 °C to 93°C) ratings only. • { maintained in the original cartons and packaging until (5) 286 °F (141 °C) sprinklers may be coated for ambient conditions not potential for damage to sprinklers exc 150°F listed . used to minimize the p 9 p (6) UL and ULC listed corrosion resistant SIN numbers: R1721, R1722. that would cause improper operation or non - operation. R1723 and R1725. i I Note: For 1/2" orifice pendent FM approved white polyester coated and UL approved white polyester _ corrosion resistant sprinklers refer to Bulletin 013. I • • The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever i : applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most • • highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. ii Manufactured by The Reliable Automatic Sprinkler Co., Inc. ® Recycled Paper IeIiabI� (800) 431-1588 Sales Offices i l (800) 848 -6051 (914) 829-2042 Sales Fax Corporate Offices Revision lines indicate updated or new data www.reliablesprinkler corn Internet Address E.G. Printed in U.S.A. 3/07 P/N 9999970011 I i i ;I I i . , Aqua Fiex° ' III • . The Leader in Flexible Sprinkler Drops AquaFlex has been tested and approved by ;,t '•"uli� Factory Mutual for use in Wet, Dry and Preac_tion - ,,y - r[ 1 rti; . / systems per NFPA 13, 13R, & 13D. Factory . . • Gt r '. / Mutual safety testing included pressure cycling, • • t corrosion resistance, flow characteristics, vibra- k0 tion resistance, leakage and mechanical as well r as hydrostatic strength. . I � ® 1" Schedufa :40;FquivalentLength (feet):Chatt = Whete Cz120 atA� t, Gattpps .P.grminutettropghsprinl�71r e34 ®1 5 1G 15; 20' 25 50: 3,5. 40: A O / - Motlel:.Na tenth • :0"ulletStie tgiihrelent reet'oF7'"St ` ifiite;46. ! � A68k331H 31" 1.12" 11 .1a. .ti 12. 1:9 t$. .{ fit At AF.BR31T. 31> M 10 '1:1 X12 13 15 :1's`: ,16, :ARM 98 i12.. iri . '22: 23:2i .., / .0.11R48T 8' 3 4:1 '.. - 16; ? e. 11 .;20: - 22 :.25. 0/,'.: �. .. _ . 4F8f16QH V.'' 112" . - 2Q : . , -28 :29 - 0 .. 'X AE8R60T 60' 1/4' - :20• 22: 25 ;28 29: 30 X29 • AquaFlex "Flexesi':and accommodates AF8R72H 72 1/2 • •23::25 25 Vt. :32 34 32 automatically for in ceiling height AF8Rl2T 72 '314 - : ••23: 25 28: 3t1, 32.34• 32. ! , or building shift. Equivalent length includes three 90 deg. bends. 6' minimum bend radius • Standard stationery herd- piped .installations= cannot "Flex , and may allow ceiling tiles, due to building shifts or celilng fill . : stress, to drnp below the sprinkler head creating a L h p otentially hazardous fire condition. 1 0 . 1 1 Working Pressure::200 PSIG i a 0.2 : . Maximum Head 225°F 4. . II 1 ; ! : - Heads:.Semi- Recessed,. Flush &Concealed Systems: Wet, Dry & Preaotion i 7 n d A L i lilt& i / I 4 • 4 . 9!i 3 WO i i 400 Accepted for Use t III 9 I .8 City of New York l Dept. of Buildings - 1 s i ' APPROVED MEA 60.05•E • • AlacrAdrAd by Coates complete with your choice: . Villtbo,Ca. LID 3b2507 ;3b2507 EBL 4" End Tall or EBL 2• ii End. Bracket Short BS25 25" Bar Stock or 8550 50° Bar Stock i Item No. Part Name Material Qty. Remark i : Attila o 1 Flaiihle Tube STS304 1 0.31 i F l ac 2 Nut BLOC 2 Zinc Plate i ?, .::: _ 3 I NV1005 2 503 Industrial Drive 4 Gasket EOM 2. • 5 Rc Bensenville IL 60106 iAiicer MVO 1 Zinc Plate • Tel: 847 750 81 14 G Niflpli: STPG370 1 Zinc. Plate i ' • 7 Bracket -A STEEL 1 Zinc Plate ! Fax: 847 750 8115 8 0rac ei -8 S EEI. 2 Zinc:Plate E -mail: info9aquaflexusa.com 9 5Ci are:IB,ar GtP►PE 1 Zinc Plate �n�ww.aquaflexusa.com 10 Braid STS304 1 1 ii; ' _ _- � --_--- -- -- - _ _.— __ _— _--�—_--- _-- • .. . - — -- -- - - '_ -' '-- _-_- ----_ ^ . . . • . . • ' , ; ; • l • ,ili : -: ..._ ---.- — 7 - 7-. 7 .- - ,. - - -. A t"itr-±_.:11—T";:71.":',,—;;IL:,:c't-1-1:i--,4,:',..L', 4, ..... :it.. f ". • • • 7: 4 : d?"'' ' i;ri'- 't .1.: . ' '' A ' '' ''''' .9 '''' ' ' IA ''''',.i!'"' ''''- 4:t. t.'k -...,. .t .. .,. ,.. ;:‘ aii ,,,,,,,....;_ i ..: ... . ... _. - . ,, .. Schedule-1O®/Schedule-40® . Fully Listed and FM Approved Sprinkler Pipe • When you specify Schedule -l0 /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. • O • ur Sch -10 (1' / "- 8 ") pipe and Sch -40 (I"- 2 '4") 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. _ t. Galvanized Pipe Sch -40 Specifications Schedule product can be NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ Wt/Litt (21') WI/Lill (24') WI/Lift (25') • In; mm In; mm Lbs /Ft; Kg /m Lbs /Ft; Kg /m Litt Lbs; Kg Lbs; Kg Lbs; Kg "hot -dip" galvanized to meet FM 1' 1.049 1.680 2.05 70 2,470 2,822 2,940 is requirements for dry systems in . accordance with the zinc coating 25 26.6 2.5 3.05 70 1,120 1,280 1,334 specifications ofASTM A -123. 11/4° 1.380 2.270 2.93 51 2,431 2,778 2,894 ' • 32 35.1 4.36 4.36 51 1,103 1,260 1,313 Superior Coating 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 without special preparation. 2 W 2.469 5.790 7.86 19 2,310 2,640 2,750 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 $Ch -10 Specifications products up to 4.5000" in diameter is coated with our new Antibacterial For NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ Wt/Lift (21') WI/Lill (24') WI/Litt (25') mula, "ABF ". In scientific laboratory In; mm In; mm Lbs /Ft; Kg /m Lbs /Ft; Kg /m Litt 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 Lance 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' /W 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 1W 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 21/2' 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 90 108.2 8.3 17.53 19 1,015 1,160 1,209 Schedule-10/Schedule-40 pipe are in compliance with the following: 5 5.295 7.77 17.33 10 1,632 1,865 1,943 i 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 0 4 4* 0 . • Hydrostatic Pressure i • • Side Wall Rupture Listed Approved Listed • Vibration Test • , Y F/ow Control n 16100 S. Lathrop • Harvey, IL 60426 Customer Service: / `-/ die 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 I TUBE 8 CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S5 -3 I - i C.I. THREADED FITTINGS STAR ®PIPE PRODUCTS LISTED L V L LISTED APPROVED For fire protection services request submittal GRS 1.3 . Cast iron threaded fittings are UL, ULC listed and factory mutual approved for 300 psi service. Gray iron per ASTM Al26 class B. Dimensions conform to ANSI B16.4 class 125 except plugs conform to ASME 816.14. Threads are NPT per ANSI /ASME 81.20.1. i B ' • r CAST IRON STRAIGHT TEE CAST IRON 90 DEGREE ELBOW NOMINAL ITEM MAX. DIMENSIONS WEIGHT I NOMINAL ITEM MAX. DIMENSIONS WEIGHT SIZE CODE WORKING EACH • SIZE CODE WORKING EACH (INCH) # P.S.I. A B PIECE (INCH) # P.S.I. A B PIECE 1 CT333 300 1.50 1.50 1.21 1 CB90033 300 1.50 1.50 0.95 11/4 CT444 300 1.75 1.75 1.87 11/4 CB90044 300 1.75 1.75 1.34 11/2 CT555 300 1.94 1.94 2.51 11/2 CB90055 300 1.94 1.94 1.80 2 CT666 300 2.25 2.25 3.96 2 CB90066 300 2.25 2.25 2.90 21/2 CT777 300 2.70 2.70 6.45 21/2 CB90077 300 2.70 2.70 4.75 • .1 ! ' 1 > . . CAST IRON RED. COUPLING r .- ! NOMINAL ITEM MAX. DIMENSION WEIGHT • SIZE CODE WORKING EACH CAST IRON 45 DEGREE ELBOW (INCH) # P.S.I. A PIECE NOMINAL ITEM MAX. DIMENSIONS WEIGHT 1X1/2 CRCO31 300 1.70 0.62 SIZE CODE WORKING EACH 1X3/4 CRCO32 300 1.70 0.80 (INCH) # P.S.I. A B PIECE _ y •-• 1 CB45033 300 1.12 1.12 0.84 1 1/4 CB45044 300 1.29 1.29 1.40 11/2 CB45055 300 1.43 1.43 1.80 /,`" I 2 _ CB45066 300 1.68 1.68 2.79 ..., CAST IRON RED. 90 DEG. ELBOW NOMINAL ITEM MAX. DIMENSIONS WEIGHT (- SIZE CODE WORKING EACH . (INCH) # P.S.I. A B PIECE 1X1/2 CB90031 300 1.26 1.36 0.64 - r. 1X3/4 CB90032 300 1.37 1.45 0.87 CAST IRON PLUGS 1 1/4X1/2 CB90041 300 1.34 1.53 0.96 NOMINAL ITEM MAX. DIMENSION WEIGHT 1 1/4X3/4 CB90042 300 1.45 1.62 1.13 1 1/4X1 CB90043 300 1.58 1.67 1.16 SIZE CODE WORKING EACH • • 1 1/2x1 1/2 CB90051 300 1.41 1.66 1.17 (INCH) # P.S.I. A PIECE ' 1 1/2x3/4 CB90052 300 1.52 1.75 1.28 1/2 CPL001 300 0.94 0.10 • 1 1/2X1 CB90053 300 1.65 1.80 1.51 3/4 CPL002 300 1.07 0.17 ' 1 1/2X1 1/4 CB90054 300 1.82 1.88 1.62 1 CPL003 300 1.25 0.28 • . 2X1/2 CB90061 300 1.49 1.88 2.00 11/4 CPL004 300 1.36 0.44 2X3/4 CB90062 300 1.60 1.97 2.05 11/2 CPL005 300 1.45 0.62 2X1 CB90063 300 1.73 2.02 2.10 2 CPL006 300 1.56 0.91 2X1 1/4 CB90064 300 1.90 2.10 2.30 2X1 1/2 CB90065 300 2.02 2.16 2.60 Page 19 I• i' • C.I. THREADED FITTINGS �j STAR ° PIPE PRODUCTS c V L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 ! • " CAST IRON CROSS . - • ' t NL IT EM MAX. DIMENSIONS WEIGHT Jr -� , �� NOM IA ' ff ( I -----) SIZE CODE WORKING EACH (INCH) # P.S.I. A B PIECE ' 1 . CX033 300 1.50 1.50. 1.54 B I .• ) 1 114 CX044 300 1.75 1.75 2.40 t / r 1112 CX055 300 1.94 1.94 3.10 • 2 CX066 300 2.25 2.25 4.00 1 1/4X1 CX043 300 1.58 1.67 2.05 1 112X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 2.02 2.75 a. - . " ". CAST IRON REDUCING TEE NOMINAL ITEM MAX. DIMENSIONS WEIGHT • i ,,.„ SIZE CODE WORKING EACH . r . _ _ r f (INCH) # P.S.I. A B C PIECE � - -� - =< 1X1X1/2 CT331 300 1.26 1.26 1.36 0.95 1X1X3/4 CT332 300 1.37 1.37 1.45 1.10 1X1/2X1 CT313 300 1.50 1.36 1.50 1.08 ; 1X3 /4X1 CT323 300 1.50 1.45 1.50 1.18 1X1X1 1/4 CT334 300 1.67 1.67 1.58 1.52 1 X1X1 1/2 CT335 300 1.80 1.80 1.65 1.73 1 1 /4X1 X1 /2 CT431 300 1.34 1.26 1.53 1.17 . 1 1/4X1X3/4 ' CT432 300 1.45 1.37 1.62 1.38 1 1/4X1 X1 CT433 300 1.58 1.50 1.57 1.47 1 1/4X1X1 1/4 ' CT434 300 1.75 1.67 1.75 1.80 1 1/4X1X1 1/2 CT435 300 1.88 1.80 1.82 2.05 1 1/4X1 1/4X1/2 CT441 300 1.34 1.34 1.53 1.37 1 1/4X1 1/4X3/4 CT442 300 1.45 ' 1.45 1.62 1.54 1 1 /4X1 1/4X1 CT443 300 1.58 1.58 1.67 1.65 • 1 114X1 114X1 1/2 CT445 300 1.88 1.88 1.82 2.21 1 1/4X1 1/4X2 CT446 300 2.10 2.10 1.90 2.55 1 112X1 X1 /2 C 531 300 1.41 1.34 1.66 1.41 1 1 /2X1X3 /4 CT532 300 1.52 1.37 1.75 1.65 1 1 /2X1 X1 CT533 300 1.65 1.50 1.80 1.65 1 • 112X1X11/4 CT534 300 1.82 1.67 1.88 2.00 • 1 1/2X1X1 1/2 CT535 300 1.94 1.80 1.94 2.30 1 112X1 1/4X112 CT541 300 1.41 1.34 1.66 1.58 i 112X1 1/4X3/4 CT542 300 1.52 1.45 1.75 1.72 1 1/2X1 1/4X1 CT543 300 1.65 1.58 1.80 1.85 1 112x1 1/4x1 1/4 CT544 300 1.82 1.75 1.88 2.22 1 1/2x1 1/4x1 1/2 CT545 300 1.94 1.88 1.94 2.45 . 1 1/2X1 1/4X2 CT546 300 2.16 2.10 2.02 2.80 ! j 1 1/2X1 1/2X1/2 CT551 300 1.41 1.41 1.66 1.76 1 112X1 1/2X3/4 CT552 300 1.52 1.52 1.75 1.87 1 1/2X1 1/2X1 CT553 300 1.65 1.65 1.80 1.94 r 1 1/2X1 1/2X1 1/4 CT554 . 300 1.82 1.82 1.88 2.29 1 1/2X1 1/2X2 CT556 300 2.16 2.16 2.02 3.28 ! 2X1X2 CT636 300 2.25 2.02 2.25 3.40 2X1 1/4X2 CT646 300 2.25 2.10 2.25 2.80 2X1 1/2X1/2 CT651 300 1.49 1.41 1.88 2.09 2X1 1/2X3/4 CT652 300 1.60 1.52 1.97 2.40 2X1 1/2X1 CT653 300 1.73 1.65 2.02 2.54 2X1 1/2X1 1/4 CT654 300 1.90 1.82 2.10 2.85 • 2X1 1/2X1 1/2 CT655 300 1.49 1.41 1.88 2.24 • 2X1 1/2X2 CT656 300 2.25 2.16 2.25 3.75 2X2X1/2 CT661 300 1.49 1.49 1.88 2.60 2X2X3/4 CT662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 • 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 • 2X2X1 1/2 CT665 300 2.02 2.02 2.16 3.72 2x2x2 1/2 CT667 300 2.60 2.60 2.39 5.10 Page 20 'LM�, (866) USA • +- . 1866) 445 -8827 it Catalog Adhesive & Mechanical Anchoring Metal Kwik Bolt TZ Expansion Anchor For more information, contact Hilt' at (866) 445 -8827. KB -TZ Kwik Bolt TZ Expansion Anchor 2003 and 2006 IBC compliant high - performing medium -duty expansion anchor. - Especially suited for seismic and cracked concrete applications. ICC -ES ESR -1917 supports ACI 318 design. �c z, 1 +;1 I . t 1 •4--..: . Features and Benefits Especially suited for seismic and cracked concrete (tension zone) applications Conforms to IBC 2003 and 2006 design requirements Small minimum edge distance and spacing Provides greater design flexibility • Anchor size is same as drill bit size Easy to install Applications Attaching structural steel, facade, hand rails, racks, mechanical equipment, pipe supports, elevators etc. to cracked and non - cracked concrete. Particularly suited for seismic and safety relevant applications. it • 4 i.Y rRFT S ave ` " i x \\ s t ii aili`> .. Description Item No. Price / Package quantity (Click on name of product below for technical details) Package KB -TZ 1/2 X 5 1/2 MC (160 pieces) 03436004 QUOTE ONLY 1 _ i KB-TZ 3/8 X 3 00387509 - QUOTE ONLY 50 KB -TZ 5/8 X 6 MC (90 pieces) 03412536 QUOTE ONLY 1 : • KB -TZ 3/8 X 3 MC (400 pieces) 03437370 QUOTE ONLY 1 KB -TZ 3/8 X 3 3/4 00387510 QUOTE ONLY 50 KB -TZ 3/8 X 3 3/4 MC (400 pieces) 03437371 QUOTE ONLY 1 KB-TZ 1/2 X 3 3/4 00387512 E .... . . .. ............ QUOTE ONLY 20 - KB -TZ 1/2 X 3 3/4 MC (160 pieces) 03435802 QUOTE ONLY 1 KB-TZ 1/2 X 4 1/2 00387513 QUOTE ONLY 20 KB -TZ 1/2 X 7 —_--- � ------- .------ .- --__----------- - - - -- 00387515 QUOTE ONLY - - - 20 - - -- KB -TZ 1/2 X 7 MC (120 pieces) 03436005 QUOTE ONLY 1 KB -TZ 5/8 X 4 3/4 00387516 QUOTE ONLY 15 I //www.us.hilti.com/holus/modules/prcat/prca_printpagejsp?RANGE ID =r3437 1/28/2009 ' - | KB-TZ 5/8 X 4 3/4nc (90 03437493 KB'Tas/aXoz/2 --- --------'------- 00304590 -----------------'- -- 15 ��� �____----_'_--_! QUOTE ONLY ---'--___--_-_- Ke-TZs/oX81/2 MC (60 piecepieces) 03412537 QUOTE ONLY 1 ______ 5/8 Vns87s19 QUOTE ONLY 15 KB-TZ 3/4 X 5 1/2 00387520 QUOTE ONLY 10 ^ ^ KB-TZ 3/4 X 5 1/2 MC (80 pieces) 03437**7 QUOTE ONLY , �� .ao'rZs/*xo_ 00387521 0ooTsnwLr /o KB 3/4 X 8 MC (60 pieces) 03437498 QUOTE �ONLY ) 1 • ' KB 3/4 X 10 00387522 QUOTE ONLY 10 KB-TZ 3/4 X 10 MC (40 pieces) oa4o54z _�ooTsowc/ 1 • • ' Hilti. Outperform. Outlast. Hilti = registered trademark of Hilti Corp., FL-9494 Schaan, Principality of n ! �§aou/ - 2008, n�mm�cxn�a/andpmgn,mmccxanmes,�en�u's.��mo • • • • ( . ' � • ' / | ` ( . � | | | • . | | | , || • Yvvwnw.u0.}ilti.conn/holoo/modul japYRAN(]E_}D=r]437 }/28/}009 GROOVED COUPLINGS • .I STAR °PIPE PRODUCTS U L • LISTED LISTED APPROVED ", For fire protection services request submittal GRS 1.3 . The C -4 rigid coupling is designed for 1 rigid piping applications. Cast in place ,� ' Vi c : . . 0 teeth bite into the pipe /fitting shoulder to N. yh firmly restrict movement. 6" . C-4 RIGID COUPLING NOMINAL ACTUAL UL or FM MAX. MAX. ALLOW. NUTS/BOLTS DIMENSIONS - Inch /rnrri APPROX. SIZE PIPE WORKING END PIPE END (INCH) WEIGHT IN. S12E P.S.1. /' LOAD SEP. QTY. SIZE A B C EACH IN.: Lbs.:,.: IN.; , .:i Lbs.:i . ;; 1 1/4 1.660 300 1623 0 - 0.06 2 318x2 4.20 2.55 1.70 1.48 1 1/2 1.900 300 2126 0 - 0.06 2 3/8x2 4.44 2.81 1.70 1.66 • 2 2.375 300 3323 0 - 0.06 2 3/8x2 1/4 4.88 3.28 1.76 1.85 2 1/2 2.875 300 4869 0 - 0.06 2 3 /8x2 1/2 5.53 3.78 1.76 2.11 3 O. D. 3.000 300 5301 0 - 0.06 2 3/8x2 1/2 5.93 4.00 1.76 2.21 • • 3 3.500 300 7216 0 - 0.12 2 3/8x2 1/2 6.38 4.40 1.76 2.41 4 4.500 300 11928 0 - 0.12 2 3/8x2 1/2 7.68 ' 5.59 1.98 3.17 ii 5 5.563 300 17014 0-0.12 2 1/2x3 9.06 6.93 2.06 4.50 6 6.625 300 24130 0 - 0.12 2 1/2x3 10.75 7.87 1.98 5.84 6.5 O.D. 6.500 300 23228 0 - 0.12 2 1/2x3 10.25 7.99 2.06 5.82 8 8.625 300 35056 0 - 0.12 2 5/8x3 1/2 1144 10.21 2.22 10.82 10 10.750 300 45381 0 - 0.12 2 718x5 16.70 12.88 2.62 21.50 12 12.750 300 51071 0 - 0.12 2 7 /8x5 1/2 18.50 14.89 2.62 27.36 • . a z•: 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. _ • 2 One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. • Contact Star Pipe Products for actual listings on specific pipes ■ tee- ror The C -3 coupling is a flexible light weight style whic . is ideal for fire protection services and other services c 4 t �; . I • I where low pressure and ambient temperature conditions - a ` are expected. � r ` 1 s - - C -3 LW FLEXIBLE COUPLING NOMINAL ACT UAL UL or FM MAX. MAX. ALLOW. NUT S/BOLT S DEFLECTION DIMENSIONS- Inch /min APPROX. SIZE PIPE WORKING END PIPE END (INCH) DEG. PER PIPE WEIGHT IN. SIZE P.S.I. /• LOAD SEP. QT Y. SIZE COUP LING IN. /F T. A B C EACH IN. ., Lbs. IN. Lbs..,<..: 1 1/4 1.660 300 649 0 - 0.13 2 3/8x2 4° -19' 0.90 3.82 2.53 1.65 1 2:: 1 1/2 1.900 300 851 0 - 0.13 2 3/8x2 3° - 46' 0.79 4.06 2.78 1.65 1.16 • 2 2.375 300 1329 0 - 0.13 2 3/8x21/4 3° - 01' 0.63 4.78 3.25 1.71 1.59 I • 2 1/2 2.875 300 1948 0 - 0.13 2 3/8x2 1/4 2° - 29' 0.52 5.29 3.75 1.71 1.82 • • 3 3.500 300 2886 0 - 0.13 2 3/8x2 1 /2 2° - 03' 0.43 5.94 4.39 1.71 2.23 ' . • 4 4.500 300 4771 0 - 0.25 2 1/2x2 3/4 3° -11' 0.67 7.68 5.81 2.06 4.42 6 6.625 300 10342 0 - 0.25 2 5/8x3 1/4 2° -10' 0.45 10.75 8.09 2.06 7.00 8 8.625 300 17528 0 - 0.25 2 3/4x4 1/4 1° -40' 0.35 13.44 10.43 2.06 13.00 • • Contact Star Pipe Products for actual listings on specific pipes Page 5 GROOVED COUPLINGS I 4. STAR °PIPE PRODUCTS w V L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 The model C -1 is our standard coupling designed for a broad range of piping applications. It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes, settling or seismic action as well as dampen noise and vibration. Cl - FLEXIBLE COUPLING . NOMINAL ACT UAL ULaFMMAX MAX. ALLOW. NUT S/BOLI S DEFLECT ION DIMENSIONS. Inch /.. :I, APPR OX. SIZE PIPE WORKING END PIPE END (INCH) DEG. PER PIPE WEIGHT IN. SIZE P.5.1.1' LOAD SEP. QT Y. SIZE COUPLING IN./F T. A B C EACH IN • Lbs. . IN. . Lbs..,..: r h i fl' --.1 . 1 1/4 1.660 300 2164 0: 0.13 2 3/8x2 48 -19' 0.90 4.20 2.75 1.78 1.40 1 1/2 1.900 300 2835 0 - 0.13 2 318x2 311 - 4' 0.79 4.44 3.03 1.78 1.48 1 2 2.375 300 4430 0 - 0.13 2 3/8x2 30 -01' 0.63 4_88 3 1.84 2.00 + aj 2 1/2 2.875 300 6492 0 - 0.13 2 3/8x2 28 -29' 0.52 5.53 4.12 1.85 2.25 =W I 3 O.D. 3.000 ' 300 7069 0: 0.13 2 3/8x2 20 -29' 0.50 5.50 4.00 1.84 2.25 � 3 3.500 300 9621 0 - 0.13 2 1/2x2 314 211 -03' 0.43 6.38 4 1.84 2.70 4 4.500 300 11928 0: 0.25 2 1/2x2 3/4 30 41' 0.67 7.68 5.81 2.06 4.42 - +,° 5 5.563 300 17014 0 - 0.25 2 5/8x3 1/4 20 -35' 0.54 9.68 7.12 2.06 6.26 r '. •'. 6 6.625 300 24130 0 - 0.25 2 5/8x3 114 20 •10' 0.45 10.75 8.09 2.06 7.00 � -- { 6.5 O.D. 6.500 300 23228 0 - 0.25 2 5/8x3 1/4 20 •10' 0.46 10.50 8.00 2.06 7.00 8 8.625 300 35056 0.0.25 2 3/4x41/4 10.40' 0.35 13.44 10.43 2.38 13.00 ' T - 1 ! -}`' 10 10.750 300 45381 0 -0.25 2 7/8x5 1/2 10 -20' 0.28 16.00 13.25 2.59 23.00 • ' 12 I 12.750 300 51071 0 - 0.25 I 2 7/8x5 1/2 111 07' 1 0.23 18.50 15.38 2.59 28.39 . 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. ' Contact Star Pipe Products for actual listings on specific pipes • Model C -7 couplings are available in sizes 3/4 -24 and are ideal for applications within industrial and commercial construction, power plants, . mining, process piping and hydraulic elevator piping. It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes, settling or seismic action as well as dampen noise and vibration. • DIMENSIONS - WEIGHTS C -7 FLEXIBLE COUPLING NOMINAL ACTUAL ULVFMMAX. MAX, ALLOW. NUT S/B OLTS DEFLECTION DIMENSIONS- Inch /mn APPROX. :.. ..__..�..____ ,_ SIZE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT i I IN. SIZE P.5.1.1' LOAD SEP. QT Y. SIZE COUPLING IN. /F T. A 8 C EACH IN • Lbs. IN • .. Lbs -. • • 3)4 1.050 500 865 0 - 0.13 2 318x2 611 •46' 1.42 3.63 2.13 1.75 1.3 1 1.315 500 1358 0 - 0.13 2 3/8x2 50 - 26' 1.14 3.88 2.38 1.75 1.4 -1 11/4 1.660 500 2164 0 -0.13 2 1/2x2 1)2 411.19' 0.90 4.63 2.63 1.75 2.1 _ : 1 1/2 1.900 500 2835 0 - 0.13 2 112x2 1)2 311 - 46' 0.79 5.00 3.00 1.75 2.3 2 2.375 500 4430 0 - 0.13 2 112x2 1)2 30 - 01' 0.63 5.63 3.63 1.75 2.7 !x„ - „ S`a? 2 1/2 2.875 500 6492 0 - 0.13 2 1/2x2 3)4 211 - 29' 0.52 6.25 4.25 1.75 3.8 3 3.500 500 9621 0 - 0.13 2 112x2 3/4 211 -03' 0.43 7.00 5.00 1.75 4.2 4 4.500 500 15904 0 - 0.25 2 5180 114 30.11' 0.67 8.50 6.38 2.00 7.0 = '-. 1 r/ •5 5.563 500 24305 0 -0.25 2 314x4 114 20 - 35' 0.54 10.25 7.63 2.00 11.5 : 7 :• 1r c� ? • • 6 6.625 500 34471 0 - 0.25 2 314x4 114 20 - 10' 0.45 11.50 9.00 2.00 13.5 f 8 8.625 500 46741 0.0.25 2 718x5 16.40' 0.35 14.50 11.38 2.38 210 10 10.750 500 72610 0.0.25 2 1x6 10- 20' 0.28 16.75 13.50 2.50 31.0 3 �' %`• 12 12.750 500 102141 0 -0.25 2 1x6 112 10.07' 0.23 19.00 15.50 2.50 35.0 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. . 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. I i 1 Contact Star Pipe Products for actual listings on specific pipes Page 6 GROOVED COUPLINGS i ll STAR ©PIPEPRODUCTS c U L ® • LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 The RC -1 reducing coupling allows Y • 5 - •ti 4-71 connecting two different pipe sizes on r , ' • ` { , • the same run. This coupling y '1 , - replaces a reducer and two couplings. - ,. ; `g' W RC -1 REDUCING COUPLING NOMINAL ACT UAL ULQ(FM.MAX. MAX. ALLOW. NUTS/BOLTS DFFIFCTJr1N nIMF NSIONS.- Inrh /n5M APPROX. - SIZE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT IN. S12E P.S.I. /' LOAD SEP. QT Y. SIZE COUPLING IN./FT. A B C EACH IN .,... I hs.• IN....:,.: 1 hs „•,•, 2x1 112 2.38/1.66 inn 1551 0 - 0.14 2 3/8x2 11 - 53' 0.40 4.88 3.30 1.85 2.05 2 1/2x2 2.88/2.38 300 2272 0 - 0.14 2 3/8x2 1 i - 33' 0.32 5.75 4.04 1.85 2.84 • 3x2 3.50/2.38 inn 3367 0 - 0.14 2 112x2 3/4 11 - 17' 0.26 6.42 4.54 1.85 3.65 3x2 1/2 3.50/2.88 inn 3367 0 - 0.14 2 112x2 3/4 1i - 17' 0.26 6.42 4.54 1.85 4.26 4x2 4.50/2.38 inn 5567 0 - 0.25 2 112x2 3/4 21 - 38' 0.55 7.82 5.75 2.00 5.36 • 4x2 1/2 4.50/2.88 300 5567 0 - 0.25 2 1/2x2 3/4 21 - 38' 0.55 7.82 5.75 2.00 5.42 i i 4x3 4.50/3.50 3/M 5567 0 - 0.25 2 112x2 3/4 21 - 38' 0.55 7.82 5.75 2.00 5.62 5x4 5.56/4.50 inn 8498 0 - 0.25 2 5/8x3 1/4 2i - 05' 0.44 9.56 6.80 2.14 6.50 6x4 6.63/4.50 300 12065 0 - 0.25 2 5/8x3 1/4 1i - 44' 0.36 10.88 8.00 2.06 6.94 8x6 8.63/6.63 300 20449 0 - 0.25 2 7/8x5 11 - 15' 0.26 13.51 10.31 2.37 19.54 • 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. - 3. Working pressures on other pipe schedules may be found on page 54. • ' Contact Star Pipe Products for actual listings on specific pipes • • T1: E G • LISTED APPROVED a +'''` • • • The SF -1 Flange enables class 125/150 flange end components to be I ` • connected directly into a grooved end piping system. A special gasket f provides a permanent seal between the pipe and the mating flange. - A • •l ._I Integral closing tabs on the O.D. of the flange facilitate assembly. SF -1 GROOVED FLANGE ADAPTER NOMINAL ACT UAL ULORFMMAX MAX. FLANGE NUTS/ DIMENSIONS - Inch /,nm AP PR OX. SIZE PIPE WOR KING END BOLTS (INCH) MAX MIN WEIGHT IN. SIZE P.S.I. /• LOAD QTY. SIZE A B C BORE SURFACE EACH IN,:•• - Lbs.:•. D E Lbs. : 2 2.375 300 1329 4 5/8x2 3/4 6.00 4.75 0.75 2.375 3.270 3.20 . 21/2 2.875 300 1948 4 5/8x3 7.00 5.50 0.88 2.875 3.770 4.60 3 3.500 300 2886 4 518x3 7.50 6.00 0.94 3.500 4.395 5.70 4 4.500 300 4771 8 5/8x3 9.00 7.50 0.95 4.500 5.395 7.90 , 6 6.625 300 10342 8 314x3 1/2 11.00 9.50 1.00 6.625 7.520 10.00 8 8.625 300 17528 8 3/4x3 1/2 13.50 11.75 1.13 8.625 9.875 15.70 .. J .,;f! 1. Note: The effective sealing area of the mating flange must be free from gouges or deformities of any type to ensure proper sealing of the gasket. 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. - . I 2. One time field test pressure may be increased to 1.5 times the figures listed above. I 3. Working pressures on other pipe schedules may be found on page 54. 4. Required flange bolts to be supplied by installer. 5. See F -1, page 9, for additional technical information. • Contact Star Pipe Products for actual listings on specific pipes • Page 7 i i1 I I 1 : . 1 I . GROOVED FITTINGS I, STAR ° PIPE PRODUCTS A U LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 • "S" Series products are specifically designed for use in fire protection applications where economy is a factor. All products are UL & ULC listed as well as factory mutual approved. Maximum working pressure for these products is 300psi. • `t , l�"e j t F +y •i' y Y A; If F' c -1 J ' 'r' �''1_ _ • •- - 1-- ._......__It I • FIRE PROTECTION FITTINGS SK -1 GROOVED CAP SE -1 90° ELBOW SE -245° ELBOW ST -1 TEE NOMINAL END APPROX. NOMINAL CENTER APPROX. CENTER APPROX. CENTER APPROX. SIZE to WEIGHT SIZE to WEIGHT to WEIGHT to WEIGHT IN. END EACH IN. END EACH END EACH END EACH IN. ;:.:1 Lbs.(K,,: I IN. :•,..• Lbs..< • IN. ir. ?:: Lbs.'...: IN.:::::., Lbs.ii:-,: 11/4 0 0.32 2 • 2.75 1.50 2.00 1.29 2.75 2.27 1 1 _ ■ t .. 0.87 0.39 :. i 21/2 3.00 2.14 2.25 2.00 3.00 3.30 2 1.00 0.54 3 3.38 3.60 2.50 3.06 3.38 5.04 21/2 1.00 0.75 4 4.00 5.78 3.00 4.89 4.00 7.86 3 1.00 1.23 6 5.50 11.78 3.50 9.95 5.50 19.05 4 1.06 1.95 8 6.81 21.10 4.25 15.40 6.94 33.30 6 1.06 4.58 1 • Fittings are cast steel per ASTM A 958 or ductile iron per ASTM A536. 2 8 , 1,19 8 : 98 • SE -5 GROOVE X THREAD REDUCING 90 ELBOW j NOMINAL I O.D. Thread A B Weight a i Size i IN (IN) (NPT) (IN) (IN) (lbs.) 1 / x %, 1.900 %, - 14 1.75 1.38 0.63 ' 1% x % 1.900 % - 14 1.88 1.38 0.70 1 11.5 ' [ 1 %x1 1 .900 1 .5 2.03 1.50 0.80 2 x %, 2.375 %, - 14 1.75 1.63 0.84 -'1 -. 2 x % 2.375 % - 14 1.88 1.63 0.93 OD • \ � 2 x 1 2.375 1 - 11.5 2.03 1.75 1.04 ill 2% x '/, 2.875 %, - 14 1.75 1.81 1.18 I i B Oil 2% x %.. 2.875 V. - 14 1.88 1.81 1.30 f l. O;( - 2% x 1 2.875 1 - 11.5 2.03 1.94 1.50 \ NP7 , A SE -9 DRAIN ELBOW DIMENSION - WEIGHTS NOMINAL 0.0. Thread C -E A Approx. ' x0" Size Weight ; r { 0 IN. (IN) (NPT) (IN) (IN) (Ibs.) ' SC 3Y 2 2.375 1 -11.5 2.75 2.16 1.70 - . 2.5 2.875 1 - 11.5 3.00 2.16 2.45 L_.= • 3 3.500 1 -11.5 3.38 2.16 3.50 w ., 4 4.500 1 -11.5 4.00 2.25 5.25 I I ° 4 ? 1 L f 6 6.625 1 • 11.5 5.50 2.25 14.00 !' --'-� I. L: Page 8 I GROOVED FITTINGS - l; • STAR ®PIPE PRODUCTS V L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 - �. 4 U • , . t. a T.�-' . : ,1 ;�C # : ;' . • *) I 1 I I ELBOW I ELBOW I 12° I E-4 11 114° I ELBOW DRAIN ELBOW ELBOW w NOMINAL CENTER APPROX. CENTER APPROX. CENTER APPROX. CENTER APPROX. CENTER APPROX. SIZE to WEIGHT to WEIGHT to WEIGHT to WEIGHT to WEIGHT IN. END EACH END EACH END EACH END EACH END EACH IN •. • Lbs..:. IN, :, Lbs.::':: IN, • . : Lbs.: IN, :.'t::: Lbs. • : IN, •: Lbs..::: ' • 1114 2.75 1.1 1.75 0.8 1.75 0.8 1.37 0.5 2.75 1.2 I 1 112 2.75 1.2 1.75 0.9 1.75 1.0 1.37 0.7 2.75 1.8 2 3.25 2.0 2.00 1.5 2.00 1.6 1.37 0.9 3.25 2•3 ' 2 112 3.75 2.9 2.25 2.2 2.00 2.1 1.50 1• 5 3.75 3.0 3 O.D. 3.75 3.1 2.25 1.9 N/A N/A N/A N/A N/A N/A . 3 4.25 4•3 2.50 3.2 2.25 3.1 1.50 2.0 4.25 3.6 4 5.00 8.7 3.00 5.7 2.87 5.4 1.75 3.3 5.00 3.7 5 5.50 11.9 3.25 8.2 2.88 7.8 2.00 5.0 5.50 4.3 6 6.50 18.2 3.50 11.0 3.12 8.3 2.00 6.5 6.50 10.7 6.5 0.0. 6.50 190 3.50 11:2 N/A N/A N/A N/A N/A N/A 2 SW = Segmentaly Welded Steel 8 7.75 32.2 4.25 20.4 3.87 17.9 2.00 10.0 7.75 20.8 • Forge Steel 10 9.00 49.0 4.75 31.5 4.75 30.0 2.12 14.5 9.00 29.o Drain elbow has a standard 1" 12 10.00 70.0 5.25 44.1 4.87 40.4 2.25 18.7 10.00 33.0 Female NPT outlet • Drain elbow is SCH 10 steel pipe '-- -- -! CtoE - C loE- - I- EtoE - ETDE z.. 9 1 1 (::: • .„ .•:. :•5::1 I. gb .. r ...±-, ._. 411 .. , :" r -- • 150 lb. steel flanged 1 1/4" - 12" 14" - 24" T -1 TEE F -2 FLANGE NIPPLE(sw) K -1 GROOVED CAP NOMINAL CENTER APPROX. NOMINAL END APPROX. NOMINAL ACTUAL END APPROX. SIZE to WEIGHT SIZE to WEIGHT SIZE PIPE to WEIGHT • IN. END EACH IN. END EACH IN. SIZE END EACH ... IN. • Lbs: IN, „ Lbs.. .... IN. ... -. IN Lbs :• : 11/4 2.75 1.7 11/4 4.00 2.8 1114 1.660 1.00 0.40 11/2 2.75 1.8 11/2 4.00 3.2 11/2 1.900 1.00 0.51 - 2 3.25 2.9 2 4.00 5.2 2 2.375 1.00 0.68 21/2 3.75 4.6 21/2 4.00 8.0 21/2 2 1 0,99 ! 3 O.D. 3.75 4.3 3 4.00 10.2 3 O.D. 3.000 1.00 0.94 , • 3 4.25 6.9 4 6.00 17,2 3 3.500 1.00 1.54 ! 4 5.00 10.9 5 6 21.4 4 4.500 1.06 2.72 • 5 5.50 17.8 6 6.00 26.0 5 5.563 1.06 4.43 6 6.50 25.0 8 6.00 38.4 6 6.625 1.06 6.64 6.5 0.0. 6.50 24.5 10 8.00 65.0 6.5 O.D. 6.500 1.00 5.50 8 7.75 42.1 12 8.00 91.0 8 8 1.19 11.28 10 10.750 1.25 21.00 f0 9.00 69.0 12 10.00 91.0 12 12.750 1.25 35.50 • • SW = Segmentaly welded steel * Forged steel Page 9 . GROOVED FITTINGS I i STAR ° PIPE PRODUCTS • LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 . • • "` ` T -2 REDUCING TEE (sw) > • NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. ! SIZE 10 WE IGHT SIZE to WEIGHT SIZE 10 WE IGHT. , 1 IN. END EACH IN. END EACH IN. END EACH u IN. Lbs :•:.: IN.: -•: ; Lbs.:•.. ^ IN Lbs:l;:. `-1 1 1/4 x 1 1/4 x 1 2.75 1.1 4 x 4 x 2 5.00 10.1 8 x 8x2 1/2 7.75 36.4 v .... 1 ?:,!:c:..: ..,.. < (' 1 1/2 x 1 1/2 x 1 2.75 1.8 4 0 4 x 2 1/2 (d) 5.00 10.3 8 x 8x 3 7.75 36.5 11/2x11/2x11/4 3.25 2.0 4 x 4 x 3(d) 5.00 10.2 808x4(0) 7.75 43.5 25251(d) 3.25 2.2 50501 5.50 14.0 8x8x5 7.75 36.8 .....:;> 2!. ,. :,,! „ '4 ..,- .....,:• .'•:3:'. 202x11/4 3.25 2.6 505511/4 5.50 14.1 Bx856(d) 7.75 42.5 : .- ; ... : :"< 2C.5.' ;.:, ,: 2."xi"1 :T:. If:;: : • :•, 202x11/2 3.25 2.7 505x11/2 5.50 14.3 1001052 9.00 57.1 , :•4 .., 2 :v') ..i'. . . 2:' I 21/2x21/2 x1 3.75 4.1 505x2 5.50 14.5 10010521/2 9.00 57.3 21/2x2 3.75 4.2 5x5x21/2 5.50 14.8 1001003 9.00 57.4 . -:-,. 1 ..-- 4 - 2 I/2 x 2 1/2 x 1 1/2 3.75 4.2 S x 5 x3 5 .50 15.2 . 1 , 9x . & 9.00 57.6 21/2x21/2x2(d) 3.75 ' 7.5 5x5x4 5.50 15.8 10x > 1 > Ox5 9.00 57.8 .... .. ..,. .:., 2:i`.. 2)0 ...... 3x301 4.25 5.1 6x 6x11/4 6.50 26.0 10x1006 9.00 58.0 3x 3x 11/4 4.25 5.2 606x11/2 6.50 26.2 1051058 9.00 58.4 303x11/2 4.25 5.3 50602(d) 6.50 22.7 1201253 10.00 802 • 3x3x2 1 4.25 5.5 606x21 /2(d) 6.50 22.6 12x1204 10.00 80.5 ... ..,. ., ,,. :.2c s'i': < . °?:•. u.. 2:.. 3 x 3 x 2 1/2 (d) 4.25 6.5 6 x 6 x 3(d) 6.50 24.2 12 x 12 x 5 10.00 80.7 . , .. .. :a V:I i',1, ,.!1: <i1r•:. .. 732 .. 45451 3.75 6.7 6x694(,d) 6.50 23.6 12012x6 10.00 80.9 SW = Segmentaly welded 404x11/4 I ?.' 9.8 6065(0) 6.50 25.1. 1 20 1 2x8 1 91.4 steel .... !1' ;. ., x ..:. x z- . ':�a:• : 35.: 4.:. (d) = Ductile iron 4 04x11/2 5.00 9.9 808x2 7.75 36.2 12x12x10(d) 10.00 101.6 T-3 REDUCING TEEIFHD (SW) -- C tD E -7 G E - NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. • SIZE to WEIGHT SIZE to WEIGHT SIZE to WEIGHT . IN. END EACH IN. END EACH IN. END EACH i:,:.. IN.::.,+'• Lbs.;.: n . 1 IN.', -.•:: Lbs.:.c .,. » : IN. ; Lbs;x.11 I ' ".` 11/4511/451 2.75 1.1 45452 5.00 10.1 858 7.75 36.5 , "_1 r.::":... =. ..I - ._)" : ,1' C:: ::, ^y:r;l c;!: .le '2':;.i: 1::: 1 : , ; -' % •• ! 11/2 x1/2 x 1 2.75 1.8 4 x4 x 21/2 5.00 10.3 85854 7.75 36.6 .. f '!c . ". W ; . ..k 2.. :: (1 3:!x 1,::1.',r, ., , '• 'Y>: i:C 1v ■i t '7 } I 2 1 1/2 x 1 1/2 x 1 1/4 3.25 2.0 45453 5.00 10.5 - 80855 7.75 36.6 • ._ _ ... _._- -_ 2 0 2 03/4 (4) 3.25 2.5 5 o 5 x 1 5.50 14.0 8 0 8 x 6 7.75 37.0 • 25201(d) 3.25 . 2.5 505011/4 5.50 14.1 1051052 9.00 57.1 .. ..> 1:. .. .: : .: x ... 252511/4 3.25 2.6 5 0 5 0 1 1/2 5.50 14.3 105 10 0 2 1/2 9.00 57.3 ' r..: :. :v : :%.2' 4n : 4v u•. 2.`1: a23i. i :1 - :, _;1,; 2x 2 x 1 1/2 3.25 2.7 . x 5 x 2 5.50 14.5 1051053 9.00 57.4 , 21 /2521 /251 3.75 4.1 555521/2 5.50 14.8 10510x4 9.00 57.6 2 1/2 x 2 x ., 1 1/4 3.75 4.2 55553 i s 5.50 15.2 ' 10 > 5 10 x 5 9.00 57.8 • • 4 . 21/2 x 2 1/2 x 11/2 3.75 4.2 55554 5.50 15.8 , 10 x 10 x 6 9.00 58.0 Ir 1:: r... ;I -....E. ,. > 1.1.', 1.1.', _ 2.1 22 _ v 1 . .21 21/2x21/2x2 3.75 4.3 606x1 1 /4 6.50 26.0 • 1 0 010x8 9.00 58.4 353 4.25 6.6 656511/2 6.50 26.2 12 10.00 80.2 ..•.- !:1, 1111 ; '121., • . :ti :•ii.. '' . :::0 ..,..^> : :!i^ 'f „ n 353511/4 4.25 5.2 - 656x2 6.50 26.3 125 1254 10.00 80.5 _ 51...a;3'.... n . • . - .r- , ('.:2 td, 118 X 1';,7X`7 IC%.: '1,e 'Y1:•, 353511/2 4.25 5.3 606521/2 6.50 26.5 1251205 10.00 80.7 c;rTl >_, ..n 2' ';!Y '.22, 160 1;.:: rh''x1:!v I'2'. ^'r: '3 30352 4.25 5.5 606x3 6.50 26.5 120125 6 10.00 80.9 1-.'12,;•1..; -,• :. 1.: 1%> :: 1_,: ',: :, ' '::: ";J 3 '2 1: 353521/2 4.25 5.8 60604 6.50 26.6 1251258 10.00 91.4 ! 45451(d) 175 100 65655 6.50 27.0 12x12510 10.00 91.8 SW = Segmentaly welded 454511/4 5.00 98 85852 735 36,2 ^. steel 4 x 4x 1 1/2 5.00 9.9 858521/2 7.75 36.4 • (d) = Ductile iron _ -,.,.. ' I,2 II? 14.21 Page 10 GROOVED FITTINGS STAR °PIPE PRODUCTS A. V L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 . - • - E to _ - - E to E -• -= ill 1 ' ., . • ..N. t: -." -.1: '': '•-s.: . R -1 CONCENTRIC REDUCER(sw) R -2 ECCENTRIC REDUCER(sw) ' NOMINAL END APPROX. NOMINAL END APPROX. NOMINAL END APPROX. NOMINAL END APPROX. SIZE to WEIGHT 512E to WEIGHT SIZE to WEIGHT SIZE to WEIGHT IN. END EACH IN. END EACH IN. END EACH IN. END EACH IN.: ■ Lbs..... •,, IN. , Lbs:..: /- IN.....• Lbs.• ..._., IN,::,;, +, Lbs;•: 11/4x1 3.31 0.60 5x21/2 3.50 4.5 11/4x1 8.50 0.80 5x2112 11.00 7.8 11/2x1 3.31 0.73 5x3 3.50 4.0 11/ 1 9.00 0.90 „ 5x3 . 11.00 9.0 1 1/2x1 1/4 3.31 0.73 5x4 3.50 4.5 11/2011/4 9.00 1.05x4 11.00 11.0 2x1 (d) 3.31 0.69 6x2 (d) 4.00 5 _0 2x1 9.00 1.2 6x2 11.50 1 • 2x11 /4 (d) 7.31 0.85 6x21/2 4 6.0 2x1 1/4 9.00 1.3 61(2 11.50 157 201 1/2 (d) 3.31 0.63 603 (d) 4.00 4.6 2, 9.00 1.4 6x3 11 16.0 2 1/2x1 3,31 0.81 6x4 (d) 4.00 6.2 2 9.00 1.7 , 6x4 (d) 11 13 2 1/201 1/4 3.31 0.92 6x5 4.00 5.8 2 1/201 1/4 9.50 1.7 65 11.50 16.5 21/2x11/2 3.31 0.92 8x2 5.00 12.2 2 1/251 1/2 9 1.8 8x2 1 215 21/2x2 3.31 0.92 8x2 1/2 5.00 12.1 211202 9.50 2.0 - 8 12 21.5 ' 301 3.31 1.2 8x3 (d) 5.00 10.0 3x1 9.50 2.0 8x3 12.00 21.5 3x1 1/4 3,31 1.2 644 5.00 9.5 3 9.50 2.1 8x4 12.00 21.5 3x1 1/2 3.31 1.2 8x5 5.00 11.3 301 1/2 9.50 2.2 8x5 , 12.00 22.5 3x2(d) 3.31 1 8x6 5.00 1 322 9. 50 2.3 Bx6 12.0 23.5 3 x 2 1/2 (d) 3.31 1.5 10x4 6.00 21,9 3x21/2 9.50 4.0 / 10 0 4 13.00 35.0 401 3.38 2.2 1005 6.00 21.6 • 4x1 10.00 4.9 10x5 13.00 3,... 4011/4 3.38 2.2 1006 6.00 21.1 4x11/4 10.00 4.9 10x6 1 37.0 • 401 1/2 (d) 3.38 2.7 10x8 6.00 19.5 401 10.00 4.9 10x8 13.00 45.0 4x2 (0) 3.38 2.5 12x4 7.00 28.0 4x2 10.00 31 12x4 14.00 4740 4021/2(4) 3.38 2.6 12x5 7.00 29.0 4x21/2 10.00 3.4 12x 14.00 48.0 4 (d) 3.00 2.5 1206 7.00 30.0 49 10.00 9.0 12x6 14.00 49.0 5x11/2 3.50 4.6 1208 7.00 28.0 5 11.00 7.5 1 208 14.00 5 1.0 502 3.50 4.6 12010 7.00 33.0 5x2 1100 7.5 12x10 14.00 53.0 SW = Segmentaly welded steel SW = Segmentaly welded steel (d) = Ductile iron (d) = Ductile iron R-3 CONCENTRIC REDUCERITHD(sw) . NOMINAL END APPROX. NOMINAL END APP ROX. SIZE to WEIGHT SIZE to WEIGHI IN. END EACH IN. END EACH ' - E to E IN, Lbs IN: Lbs..' 1 1/2x1 3.31 0.73 3021/2 3.31 1.2 1 I 2x1 (d) 3.31 0,61 4x1 3.38 2.2 2x1 1/4 3.31 0.81 4x1 1/2 3.38 2.3 I ± - . P 7 I 221 1/2 3.31 0.81 4x2 3,38 2.3 1;Cfj: 21/2x1 3.31 0.81 4x2 1/2 3.38 2.3 , 21/2x1114 3.31 0.92 4x3 7.78 2.6 2112x11/2 3.31 0.92 5x4 3.50 4.5 21/2x2 3.31 0.92 6x1 3.50 5.9 3x1 3.31 1.2 6x2 3.50 6.0 - 3x1 1/2 3.31 1.2 6x3 3.50 6.0 , 3x2 (d) 3.31 1.4 6x4 350 5.9 ■ Page 11 I If GROOVED FITTINGS/ p STAR °PIPEPRODUCTS MECHANICAL TEES 1 ® U L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 C[oE d OE - L.11 ll i - - . - • � N -1 ... N -2 N -3 N -4 = " -#=,. GxMPT GxB GxG GxH w-ih. 1- -;',. • • N -1 N-2 N -3 N-4 ADAPTER NIPPLES HOSE NIPPLE C to E.` 1. NOMINAL END APPROX. SIZE to WEIGHT NOMINAL END APPROX. t �:a = =: SIZE to WEIGHT IN. END EACH IN. END EACH IN..;-.:•,•:: Lbs.•:1-0. ..':■.1 IN.+ Ip , I,; Lbs1e; x - 1 1 3.00 0.40 1 3.25 0.40 CROSS(SW 11/4 4.00 0.80 11/4 3.62 0.70 NOMINAL END APPROX. - I: SIZE to WEIGHT 11/2 4.00 0.90 11/4 4.00 0.80 IN. END EACH .: 7 a;i I : :? :=1li17) IN.! r , . Lbs Ad. 2 4.00 1.20 2 4.62 1 1/4 3.75 2.0 « , .3 0 , 21/2 4.00 1.90 21/2 5.50 2.1 11/2 3.75 2.2 • 3 4.00 2.50 3 6.00 3.3 : n 3,75 3.0 I4 4 6.00 5.50 4 7.25 5.5 21/2 3.75 5.0 ?:5 5 6.00 7.40 5 9.75 8 3 4.25 7.1 � 1 01 ;.2 6 6.00 9.50 6 11.00 13.2 4 5.00 11.9 , 4;1 ua: I�.' I . I 8 6.00 14.20 8 12.50 24.0 5 5.25 17.1 • • ';) .:f.:, 1_.. ,37 is 10 8.00 27.00 10 14.00 29.00 6 6.50 27.5 . ti ; 12 8.00 33.00 12 16.00 46.00 8 7.75 47.0 . 2, 1; 71 .3 2; : , - 11 / -. J • SW = Segmentaly welded steel 10 9.00 68.0 i • 7t•1 ip t (d) = Ductile iron 12 10.00 107.0 Model MT -3 & MT -9 Mechanical tee serves the same function as MT -1 & MT -8 but 3,--., 2 5 f = , uses a steel electro plated u -bolt to save space and for easier installation in tight places. It is ideal for direct connections with sprinkler heads and drop nipples. HOUSING: Ductile iron ASTM A536 grade 65- 45 -12. C E COATING: Zinc electroplated U - BOLT: Carbon steel SAE grade 2, zinc plated. NUT: Carbon steel ASTM A194, zinc plated. ;� - • GASKET: EPOM (- 30...F to + 230...F) . . , 111 /�j 1II1 1 11 11 1 (AK4 �� IM THREADS: MT -3 NPT per ANSI /ASME B1.20.1 i / B A IMP MT -9 British standard parallel (BSP) per BS21 � � = M T -3 & MT -9 MECANICAL TEES �__ • � NONIN AI NA %. NOI[ OIM [NSIONS•IncN /:.:� pppp0 %, . SIZE WORKING SIZE WEIGHT IN. P.S.I./ IN. A 8 C 0 E EACH I .r•.�J D Lbs -. 1 1/4 a 112 300 1.19 2.14 1.64 3.50 1.71 2.25 0.83 1 114 a 314 300 119 2.14 1.64 3,50 1.21 2.25 0.87 1 114 a 1 300 1.19 2.97 1.61 3.50 1.21 2.2 9 1 1/2 a 1/2 300 1.19 2.26 1.76 3.50 1.33 2.25 0.83 1 1/2 a 3/4 300 1.19 2.28 1.76 3.50 1.33 2.25 0.87 . 1 117 a 1 300 1.19 2.39 1.73 ].50 I .33 2.25 1.06 1' ∎ . ■ 3 112 300 1.19 2,51 2.01 9,75 1,56 2.95 0.87 `p .• E 2:711 300 1.19 2.51 7.01 ].75 1.56 9.15 0.94 -' ' I' IJ .e r 2:1 300 1.19 7.94 1.98 3.75 1.56 2.35 9.09 ; .".,..,L,.i,, y '+y}� 21/2K 112 300 1.19 3.76 2.16 4.25 1.81 215 0.89 : 1"'"" ::,!.:" •.. . _ ? '" 21/2 :3 /4 300 1.19 2.76 2.26 4.25 1.81 2.25 0.98 y -' 2 10 a 1 300 1.19 2.88 2.22 4.25 1.81 2.25 1.14 3 O.D.a1 /2 300 1.19 2.82 2.32 4.25 1.88 2.25 0.89 ' • • � 3 0.043/4 300 1.19 2.82 2.32 4.25 1.88 2.I5 0.98 7 3 O.D. 1 300 1,19 2.95 2.29 4.25 1.88 2.25 3,14 \ �. Page 12 �. -_. . FIRE SYSTEMS WEST, INC. 0�6rl, / - � �� 7 600 S.E. MARITIME AVENUE, SUITE 300 VANCOUVER,WA 98661 HYDRAULIC CALCULATIONS FOR M EWED GRANT BUILDING F 8 2 0 2009 PENDENT SPRINKLERS artif OF TIGARD FILE NUMBER: 1119753 -2 BUILDING DIVISION DATE: FEB 17, 2009 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: 0.10 gpm /sq. ft. AREA OF APPLICATION: 1145 sq. ft. COVERAGE PER SPRINKLER: 225 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 188.5 gpm TOTAL WATER REQUIRED (including hose): 288.6 gpm FLOW AND PRESSURE (@ RB): 188.5 gpm @ 42.8 psi SPRINKLER ORIFICE SIZE: 1/2 inch 5.6K NAME OF CONTRACTOR: ROBERT TODD CONSTRUCTION DESIGN /LAYOUT BY: JASON SAMPSON AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 49732 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50090582 ) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/17/2009 C: \HASS78 \HASSDATA \1119753 -2.SDF JOB TITLE: GRANT BUILING WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. , (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 78.0 7470 2295.5 77.9 288.6 49.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 288.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 188.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 15.0 K= 4.78 22.2 22.5 :j 2 15.0 K= 4.78 22.7 22.8 3 15.0 - - - - 24.5 - - - 4 15.0 - - - - 25.1 - - - 5 15.0 K= 4.78 24.9 23.8 6 13.0 - - - - 30.8 - - - 7 15.0 K= 4.78 22.3 22.6 8 15.0 K= 4.78 22.8 22.8 N 9 15.0 - - - - 24.6 - - - 10 15.0 - - - - 25.3 - - - 11 15.0 K= 4.78 25.0 23.9 12 13.0 - - - - 30.9 - - - 13 15.0 - - - - 27.5 - - - 14 15.0 K= 4.78 27.5 25.1 15 15.0 - - - - 27.9 - - - I 16 15.0 K= 4.78 27.5 25.1 17 13.0 - - - - 31.4 - - - 18 13.0 - - - - 35.8 - - - RT 13.0 - - - - 36.8 - - - i RB 0.5 - - - - 42.8 - - - A -3.0 - - - - 44.8 - - - B -3.0 - - - - 48.8 - - - 1 •SRC -3.0 SOURCE 49.4 188.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2 /17/2009 C: \HASS78 \HASSDATA \1119753 -2.SDF JOB TITLE: GRANT BUILING PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. . END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -22.5 1.380 PL 12.00 PF 0.5 ".1 15.0 4.8 22.2 22.5 4.8 120 FTG - - -- PE 0.0 G 2 15.0 4.8 22.7 22.8 0.043 TL 12.00 PV Pipe: 2 -45.3 1.380 PL 12.00 PF 1.9 2 15.0 4.8 22.7 22.8 9.7 120 FTG - - -- PE 0.0 3 15.0 0.0 24.5 0.0 0.155 TL 12.00 PV Pipe: 3 -45.3 1.380 PL 4.00 PF 0.6 3 15.0 0.0 24.5 0.0 9.7 120 FTG - - -- PE 0.0 4 15.0 0.0 25.1 0.0 0.155 TL 4.00 PV Pipe: 4 23.8 1.380 PL 6.00 PF 0.3 4 15.0 0.0 25.1 0.0 5.1 120 FTG - - -- PE 0.0 5 15.0 4.8 24.9 23.8 0.047 TL 6.00 PV Pipe: 5 -69.1 1.380 PL 2.00 PF 4.7 . 4 15.0 0.0 25.1 0.0 14.8 120 FTG 2T PE 0.9 6 13.0 0.0 30.8 0.0 0.339 TL 14.00 PV Pipe: 6 -22.6 1.380 PL 12.00 PF 0.5 7 15.0 4.8 22.3 22.6 4.8 120 FTG - - -- PE 0.0 8 15.0 4.8 22.8 22.8 0.043 TL 12.00 PV Pipe: 7 -45.4 1.380 PL 12.00 PF 1.9 8 15.0 4.8 22.8 22.8 9.7 120 FTG - - -- PE 0.0 9 15.0 0.0 24.6 0.0 0.156 TL 12.00 PV Pipe: 8 -45.4 1.380 PL 4.00 PF 0.6 9 15.0 0.0 24.6 0.0 9.7 120 FTG - - -- PE 0.0 10 15.0 0.0 25.3 0.0 0.156 TL 4.00 PV Pipe: 9 23.9 1.380 PL 6.00 PF 0.3 10 15.0 0.0 25.3 0.0 5.1 120 FTG - - -- PE 0.0 11 15.0 4.8 25.0 23.9 0.048 TL 6.00 PV Pipe: 10 -69.3 1.380 PL 2.00 PF 4.8 . 10 15.0 0.0 25.3 0.0 14.9 120 FTG 2T PE 0.9 "12 13.0 0.0 30.9 0.0 0.341 TL 14.00 PV . Pipe: 11 0.0 1.380 PL 12.00 PF 0.0 • :3 15.0 0.0 27.5 0.0 0.0 120 FTG - - -- PE 0.0 14 15.0 4.8 27.5 25.1 0.000 TL 12.00 PV Pipe: 12 -25.1 1.380 PL 6.00 PF 0.3 14 15.0 4.8 27.5 25.1 5.4 120 FTG - - -- PE 0.0 15 15.0 0.0 27.9 0.0 0.052 TL 6.00 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/17/2009 C: \HASS78 \HASSDATA \1119753 -2.SDF JOB TITLE: GRANT BUILING PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. ' END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 25.1 1.380 PL 6.00 PF 0.3 15 15.0 0.0 27.9 0.0 5.4 120 FTG - - -- PE 0.0 • 16 15 - 4'.8 • 27.5 25.1 0.052 TL 6.00 PV Pipe: 14 -50.2 1.380 PL 2.00 PF 2.6 15 15.0 0.0 27.9 0.0 10.8 120 FTG 2T PE 0.9 17 13.0 0.0 31.4 0.0 0.188 TL 14.00 PV • Pipe: 15 -69.1 2.635 PL 10.00 PF 0.1 6 13.0 0.0 30.8 0.0 4.1 120 FTG - - -- PE 0.0 12 13.0 0.0 30.9 0.0 0.015 TL 10.00 PV Pipe: 16 -138.4 2.635 PL 8.50 PF 0.4 +, 12 13.0 0.0 30.9 0.0 8.1 120 FTG - - -- PE 0.0 17 13.0 0.0 31.4 0.0 0.053 TL 8.50 PV Pipe: 17 -188.5 2.635 PL 26.00 PF 4.5 17 13.0 0.0 31.4 0.0 11.1 120 FTG TL PE 0.0 18 13.0 0.0 35.8 0.0 0.093 TL 47.97 PV Pipe: 18 -188.5 4.260 PL 63.00 PF 1.0 18 13.0 0.0 35.8 0.0 4.2 120 FTG 6L PE 0.0 RT 13.0 0.0 36.8 0.0 0.009 TL 110.40 PV Pipe: 19 -188.5 4.260 PL 14.00 PF 0.5 RT 13.0 0.0 36.8 0.0 4.2 120 FTG CB PE 5.4 RB 0.5 0.0 42.8 0.0 0.009 TL 58.77 PV Pipe: 20 -188.5 4.220 PL 50.00 PF 0.5 RB 0.5 0.0 42.8 0.0 4.3 140 FTG 2L PE 1.5 A -3.0 0.0 44.8 0.0 0.007 TL 70.00 PV Pipe: 21 FIXED PRESSURE LOSS DEVICE B -3.0 0.0 48.8 0.0 4.0 psi, 188.5 gpm A -3.0 .0.0 44.8 0.0 Pipe: 22 -188.6 4.220 PL 50.00 PF 0.6 B -3.0 0.0 48.8 0.0 4.3 140 FTG TG PE 0.0 SRC -3.0 SRCE 49.4 (N /A) 0.007 TL 87.00 PV NOTES (HASS): . (1) Calculations were performed by the HASS 7.9 computer program under license no. 50090582 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 .. j SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/17/2009 C: \HASS78 \HASSDATA \1119753 -2.SDF ► JOB TITLE: GRANT BUILING ' (2) The system has been calculated to provide an average imbalance at each node of 0.012 gpm and a maximum imbalance at any node of 0.263 gpm. (3) Total pressure at each node is used in balancing the system. ' MaximunCi ater velocity is 14.9 ft /sec at pipe 10. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 16.47 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet - (in) E T L C B 'G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 • • • ci t3:1 H th WATER SUPPLY ANALYSIS • 1- 3 •• . H 100.0 Static: 78. 00 psi Resid: 74. 00 psi Flow: 2295. 5 gpm r LEGEND t1 t • Available pressure 0 No 77. 91 psi © 288.6 gpm o Required pressure z � 2 49. 38 psi @ 288.6 gpm A. Source Supply Curve G 80.0 1* B. System Demand Curve , m A H ro U • G G z X E t" t� P 60.0 R m E 3 S 2 S K 0 U E 40 0 H n ( ai • P m � s — K 1 m to � ) 20.0 d to 0.0 B w ro 01 • M U] (D U Q -14.7 I 1 1 I I 1 I I 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) ' 1 V SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/17/2009 C: \HASS78 \HASSDATA \1119753 -2.SDF JOB TITLE: GRANT BUILING WATER SUPPLY CURVE 84+ *0 \ \ \ \ \\ -.. 77+ _ . \ \ \ \ \ \ \\ \ \ \ \ \ \\ * < -74.0 psi @ 2296 gpm Flow Test Point 70+ 63+ I � I I. I i P 56+ E I S I S 49 +X U I R I -. E I 42+ • I S 135+ ) 28+ 21+ 14+ LEGEND I X = Required Water Supply 49.38 psi @ 288.6 gpm 7+ I 0 = Available Water Supply " 77.91 psi @ 288.6 gpm 0 + + - - + + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/17/2009 C: \HASS78 \HASSDATA \1119753 -2.SDF JOB TITLE: GRANT BUILING 'Utility Report: Equivalent K- Factor Calculator • Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name . K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor • 1 5.60 7.00 1.080 30.00 2ET 40.37 120.00 4.78 0 FIRE SYSTEMS WEST, INC. 600 S.E. MARITIME AVENUE, SUITE 300 VANCOUVER,WA 98661 HYDRAULIC CALCULATIONS RECEIVED FOR FEB 2 2009 GRANT BUILDING CITY OF TIGARD UPRIGHT SPRINKLERS BUILDING DIVISION FILE NUMBER: 1119753 -1 DATE: FEB 17, 2009 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: 0.10 gpm /sq. ft. AREA OF APPLICATION: 1145 sq. ft. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 11 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 177.2 gpm TOTAL WATER REQUIRED (including hose): 277.1 gpm • FLOW AND PRESSURE (@ RB): 177.2 gpm @ 24.7 psi - SPRINKLER ORIFICE SIZE: 1/2 inch 5.6K NAME OF CONTRACTOR: ROBERT TODD CONSTRUCTION DESIGN /LAYOUT BY: JASON SAMPSON AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 49732 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50090582 ) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/17/2009 C: \HASS78 \HASSDATA \1119753 -1.SDF JOB TITLE: GRANT BUILING WATER SUPPLY DATA • SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D I NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 78.0 74.0 2295.5 77.9 277.1 31.3 . AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 277.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 177.1 GPM �. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 15.0 K= 5.60 7.0 14.8 2 15.0 K= 5.60 7.2 15.1 3 15.0 K= 5.60 • 8.1 15.9 4 15.0 - - - - 8.7 - - - 5 15.0 K= 5.60 8.6 16.4 6 13.0 - - - - 13.5 - - - 7 15.0 K= 5.60 7.1 14.9 8 15.0 K= 5.60 7.3 15.1 ,9 15.0 K= 5.60 8.2 16.0 10 15.0 - - - - 8.8 - - - 11 15.0 K= 5.60 8.7 16.5 12 13.0 - - - - 13.6 - - - 13 15.0 K= 5.60 9.4 17.2 14 15.0 K= 5.60 9.7 17.5 15 15.0 - - - - 10.3 - - - 16 15.0 K= 5.60 10.1 17.8 17 13.0 - - - - 14.0 - - - 18 13.0 - - - - 18.0 - - - RT 13.0 - - - - 18.9 - - - RB 0.5 - - - - 24.7 - - - A -3.0 - - - - 26.7 - - - B -3.0 - - - - 30.7 - - - .SRC -3.0 SOURCE 31.3 177.1 c SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/17/2009 C: \HASS78 \HASSDATA \1119753 -1.SDF JOB TITLE: GRANT BUILING j PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. . . NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -14.8 1.380 PL 12.00 PF - 0.2 '1 15.0 5.6 7.0 14.8 3.2 120 FTG - - -- PE 0.0 . 2 15.0 5.6 7.2 15.1 0.020 TL 12.00 PV Pipe: 2 -29.9 1.380 PL 12.00 PF 0.9 2 15.0 5.6 7.2 15.1 6.4 120 FTG - - -- PE 0.0 3 15.0 5.6 8.1 15.9 0.072 TL 12.00 PV Pipe: 3 -45.8 1.380 PL 4.00 PF 0.6 3 15.0 5.6 8.1 15.9 9.8 120 FTG - - -- PE 0.0 • 4 15.0 0.0 8.7 0.0 0.159 TL 4.00 PV Pipe: 4 16.4 1.380 PL 6.00 PF 0.1 4 15.0 0.0 8.7 0.0 3.5 120 FTG - - -- PE 0.0 5 15.0 5.6 8.6 16.4 0.024 TL 6.00 PV I . Pipe: 5 -62.2 1.380 PL 2.00 PF 3.9 . 4 15.0 0.0 8.7 0.0 13.3 120 FTG 2T PE 0.9 6 13.0 0.0 13.5 0.0 0.279 TL 14.00 PV Pipe: 6 -14.9 1.380 PL 12.00 PF 0.2 7 15.0 5.6 7.1 14.9 3.2 120 FTG - - -- PE 0.0 8 15.0 5.6 7.3 15.1 0.020 TL 12.00 PV Pipe: 7 -30.0 1.380 PL 12.00 PF 0.9 8 15.0 5.6 7.3 15.1 6.4 120 FTG - - -- PE 0.0 9 15.0 5.6 8.2 16.0 0.073 TL 12.00 PV Pipe: 8 -46.0 1.380 PL 4.00 PF 0.6 9 15.0 5.6 8.2 16.0 9.9 120 FTG - - -- PE 0.0 10 15.0 0.0 8.8 0.0 0.160 TL 4.00 PV Pipe: 9 16.5 1.380 PL 6.00 PF 0.1 I. 10 15.0 0.0 8.8 0.0 3.5 120 FTG - - -- PE 0.0 11 15.0 5.6 8.7 16.5 0.024 TL 6.00 PV Pipe: 10 -62.5 1.380 PL 2.00 PF 3.9 10 15.0 0.0 8.8 0.0 13.4 120 FTG 2T PE 0.9 •12 13.0 0.0 13.6 0.0 0.282 TL 14.00 PV Pipe: 11 -17.2 1.380 PL 12.00 PF 0.3 '13 15.0 5.6 9.4 17.2 3.7 120 FTG - - -- PE 0.0 14 15.0 5.6 9.7 17.5 0.026 TL 12.00 PV Pipe: 12 -34.6 1.380 PL 6.00 PF 0.6 14 15.0 5.6 9.7 17.5 7.4 120 FTG - - -- PE 0.0 15 15.0 0.0 10.3 0.0 0.094 TL 6.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/17/2009 C: \HASS78 \HASSDATA \1119753 -1.SDF JOB TITLE: GRANT BUILING PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 17.8 1.380 PL 6.00 PF 0.2 15 15.0 0.0 10.3 0.0 3.8 120 FTG - - -- PE 0.0 16 15.0 5.6 10.1 17.8 0.028 TL 6.00 PV • Pipe: 14 -52.4 1.380 PL 2.00 PF 2.9 15 15.0 0.0 10.3 0.0 11.2 120 FTG 2T PE 0.9 17 13.0 0.0 14.0 0.0 0.204 TL 14.00 PV Pipe: 15 -62.2 2.635 PL 10.00 PF 0.1 6 13.0 0.0 13.5 0.0 3.7 120 FTG - - -- PE 0.0 12 13.0 - 0.0 13.6 0.0 0.012 TL 10.00 PV • I Pipe: 16 -124.8 2.635 PL 8.50 PF 0.4 12 13.0 0.0 13.6 0.0 7.3 120 FTG - - -- PE 0.0 17 13.0 '0.0 14.0 0.0 0.043 TL 8.50 PV Pipe: 17 -177.2 2.635 PL 26.00 PF 4.0 17 13.0 0.0 14.0 0.0 10.4 120 FTG TL PE 0.0 18 13.0 0.0 18.0 0.0 0.083 TL 47.97 PV Pipe: 18 -177.2 4.260 PL 63.00 PF 0.9 18 13.0 0.0 18.0 0.0 4.0 120 FTG 6L PE 0.0 RT 13.0 0.0 18.9 0.0 0.008 TL 110.40 PV Pipe: 19 -177.2 4.260 PL 14.00 PF 0.5 RT 13.0 0.0 18.9 0.0 4.0 120 FTG CB PE 5.4 RB 0.5 0.0 24.7 0.0 0.008 TL 58.77 PV Pipe: 20 -177.2 4.220 PL 50.00 PF 0.4 -RB 0.5 0.0 24.7 0.0 4.1 140 FTG 2L PE 1.5 A -3.0 0.0 26.7 0.0 0.006 TL 70.00 PV Pipe: 21 FIXED PRESSURE LOSS DEVICE B -3.0 0.0 30.7 0.0 4.0 psi, 177.2 gpm A -3.0 0.0 26.7 0.0 Pipe: 22 -177.1 4.220 PL 50.00 PF 0.5 B -3.0 0.0 30.7 0.0 4.1 140 FTG TG PE 0.0 SRC -3.0 SRCE 31.3 (N /A) 0.006 TL 87.00 PV NOTES (BASS): -(1) Calculations were performed by the HASS 7.9 computer program under license no. 50090582 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/17/2009 C: \HASS78 \HASSDATA \1119753 -1.SDF JOB TITLE: GRANT BUILING . (2) The system has been calculated to provide an average imbalance at each node of 0.019 gpm and a maximum imbalance at any node of 0.425 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.4 ft /sec at pipe - 10. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 16.47 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet . (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 • • • o › , U1 H [rI WATER SUPPLY ANALYSIS 100.0 Static: 78. 00 psi Resid: 74. 00 psi Flow: 2295. 5 gpm 1-3 \ LEGEND m I •• Available pressure m 1 77.92 psi @ 277.1 gpm o Required pressure z 1° 2 31. 25 psi @ 277.1 gpm G 80.0 A. Source Supply Curve B. System Demand Curve 1 - 1 H • A ro G z E r P 60.0 R � E � 3 s ~c U • 40.0 - ( 2 v y m m ) 20.0 H • b N r _ J . 0 B W gi I w • CO (n (D ro m -14.7 } I I I I { I I 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW ( GPM) • • • r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/17/2009 C: \HASS78 \HASSDATA \1119753 -1.SDF JOB TITLE: GRANT BUILING WATER SUPPLY CURVE 84+ 1 0 \ \ \ \ \ \\ 77+ \ \ \ \ \ \ \\ - - 1 \ \ \ \ \ \\ 1 * < - 74.0 psi @ 2296 gpm 1 Flow Test Point 70+ 1 1 1 63+ 1 1 P 56+ R I E 1 S I S 49+ U I R 1 .E I 42+ ( 1 ▪ P 1 S I I 35+ 1 1 X 1 28+ 1 1 1 21+ 1 1 1 14+ LEGEND 1 I X = Required Water Supply 1 31.25 psi @ 277.1 gpm 7+ ▪ I 0 = Available Water Supply " 1 77.92 psi @ 277.1 gpm " I 0 + +- +--- + - - - -+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) • RECEIVED FEB 2 0 2009 CITY OF TIGARD TUALATIN VALLEY WATER DISTRICT Test #: 584 BUILDING DIVISION FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: 1S1W26D5HSO Location: Hall & 91st Ave Date: 6/13/2005 Test made bj Ryan, Herb Witness: Time: 3:45 Project name: Flow Equation: 29.83(C)(D'2)(PA1/2) C= Hydrant coefficient= 0.9 D = Inside dia. of outlet = 3.513 inches P = Pitot reading = 48 p Pitot 2 = 0 psi Q = Observed flow rate = 2295.5 g p m Flow method: HOSE MONSTER Static pressure: 78 psi Residual pressure: 74 psi Flow at 20psi residual pressure (calculated): 9728 gpm !e/ G Location map: To be attached to test report and to show which hydrants were • used to monitor residual pressure and flow. Gage information: Static and residual pressure gage: 120997 -2C Pitot gage: 011402B1 Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 1S1W26D5HSO 1972 WATEROUS see map for location Read hydrant: 1S1W26D1HSO 1977 WATEROUS see map for location Remarks: The mapping, flow or pre information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system and/or because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. J_ S ` V WEI% �. "'�'°' lirlill �. 1 r :, 0 ' � CEO � : ST. l 7 4 ! Lli 1111 0 ��ly✓ ai EFT M *"\ - 40 b 1111111Mill . ai 11 L Et CO c - - .&. • 40.- ...... w .1 6 , , A, A „,,,_ c . i. - w al .. 'iil [-- ;.1) 1 .111 LLi C 4t? C: r a I a i f'. _,.. 6: (O tk -1 D (e TUALATIN VALLEY WATER DISTRICT 1S I via) 9/ FIRE HYDRANT FLOW TEST REPORT 5. - S 2 Location: cp3 0 .s t.J l` - 1-rer43 It's Date: ,1' 9 7 Test Made By: (Company & Individual) /w i ,/ Witness: Witness: W p—..4 Time: it) / Purpose of Test: # #2 #3 #4 Total Flow Hydrant Ports ,/ GPM C = Hydrant Coefficient «C. w D = Inside Dia. Of Outlet, 1 / - " / ,L � in.. L L P = Pitot Reading 3(0 • Q =GPM /00 Flow equation: Q = 29.83 C D (P) ; Use C = 0.9 for hydrant pitot flow gauge See Hydrant Monster data for flow equation; Use C = 0.8 for Hydrant Monster Flow tubes Used? Yes . >4_. No Hose Monster Used? Yes No u No. of ports flowed at a time: Static Pressure '76 psi Residual Pressure 70 psi Flow at 20 psi Residual Pressure (Calculated) 5 3 67 / psi J �/ / z r qi Remarks Location Map: Show on map which hydrants were flowed and which were used to monitor residual pressure. Label ports #1, #2, etc. Note: The mapping, flow, or pressure information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representations as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the District's system and/or because flow and pressure may vary by time of day and season. 4FHleslform doc . - . . . , . . . . . i I . I I 1 i ! I 1 ! . . 1 .• . I 12 V 12%, 'RS i i -......_._._.-1.11 I ..■-_.- .- .......--. --..-- -__..... . .. I 1 I I ■ I . 1 i II . • , il i I • . t - : . . I 1 I : . . , 1 il c RD i • . • . i et . . , . I .• i ' . ' • - • . ! I I . . . . • • . . . . . I ' ! . . ! • ! ! I . • . . : .• :' - ; - ' ! '-. . . - . • , 4.....— ____ ' • I Ao , 7,c.R0 t CO frit/ ii00//,3 g I -, • i viz c . ' f c.1 g' .. . .1'. - fS , 1 • ! pREENBURG RD. ( 4,17 ... I . .S : I ! ! ... , T, .._ .„ i 1 ,,I.,6` ' K : . I i . - _ c ' > I z I _____- z I ! Li' • , _ . \---- - 6---