The URL can be used to link to this page

Report (79) 14795 SW 72nd AVENUE , � �, c . �L LJ PORTLAND, 97224 PHONE: 503.6.6 20.4020 FFIQE COPY FAX: 503.620.1058 FIRE , INC. WWW.DELTAFIE E.COM .n..wM CCB# 64174 COMPASS ONCOLOGY- LINAC WESTSIDE CANCER CENTER TIGARD, OREGON DATA SUBMITTAL FOR FIRE PROTECTION SYSTEM July 15, 2019 DELTA FIRE, INC. PROJECT 18-5884 FIRE PROTECTION CONTRACTORS TABLE OF CONTENTS Pipe & Fittings Steel Pipe Ductile Iron Screwed Fittings Victaulic Mechanical Tee 920/921 Victaulic Mechanical Tee 922 Hangers PHD Ring Hanger Top Beam Clamp Retainer Strap Threaded Rod Powers Snake Anchor Sammy XP-20 Toggle Anchor Sprinkler Heads Reliable Model F1 FR-EC, 3/", 155 degree, Chrome, Pendent Reliable Model F4FR-NF, 1/2", 155 degree, White VicFlex Braided Flexdrop, 'A2" x 48" VicFlex Braided Flexdrop, 3/" x 48" FIRE PROTECTION CONTRACTORS 14795 SW 72"AVENUE DELT.A. PORTLAND, OR 97224 PHONE: 503.620.4020 FAX: 503.620.1058 FIRE , INC. WWWDELTAFIRE.COM CCB#64174 PIPE & FITTINGS FIRE PROTECTION CONTRACTORS _ 1-7_1 =1-Pipe and Supply Corp- Pipe Specification A135 Specification A135 NPS 1/4 -- 30", Schedules 10, 40 and XL THD, Lightwall Scope Covers two grades of electric resistance welded steel pipe. Grade A is adapted for flanging and bending and is suitable for welding. Purpose for which pipe is intended should be stated on order. Kinds of Steel Permitted Open-hearth Basic-oxygen For Pipe Material Electric-furnace Permissible Variations The minimum wall thickness at any point shall not be more than 12.5%under the nominal wall thickness specified. in Wall Thickness Threadable,lightwall(XL)must meet manufacturers minimums. Chemical C max% Mn max% P max% S max% Requirements Seamless or ERW Grade A 0.25 0.95 0.05 0.06 Grade B 0.30 1.20 0.05 0.06 Tensile Grade A Grade B Requirements Tensile Strength,min.,psi 48,000 60,000 Yield Strength,min.,psi 30,000 35,000 NDE& Hydrostatic inspection test pressures for plain end and threaded are specified. Hydrostatic pressure shall be maintained Hydrostatic for not less than 5 seconds for all sizes of electric resistance weld pipe. Non-destructive electric test should be in accordance Testing with practices E213,method E227 or practice E213. Permissible Variations Plus or Minus 10%schedule 10 in Weights per Foot Plus 10%minus 3 1/2%schedule 40 Permissible Variations Plus or minus 1% in Outside Diameter Mechanical Tests Tensile Test--Transverse returned on pipe NPS 8 and larger. Specified Flattening test--Three steps required with weld located 0°or 90°from the line of direction of force required. Number of Flattening and tensile on one length of pipe from each lot of 400 lengths or less of a style. Tests Required Lengths Pipe shall be furnished in 38'with a minimum of 20 ft. Pipe furnished to schedule 10 shall be in a specified length between 16 and 22 ft. Required Markings Rolled,Stamped or Stenciled(Mfgrs.Option) on Each Length Name or brand of manufacturer. (On Tags attached to Kind of pipe,that is,electric-resistance welded A,electric welded B,same schedule wall thickness,schedule 10 or 40,NL each Bundle in case ASTM A135 of Bundled Pipe) Length of pipe. General End finish may be plain end beveled or plain end square cut. Information 900 ELBOW (7210,1,49sAiviL ( (SPF/Fr4i Ductile Iron MATERIAL SPECIFICATIONS .„... -1,. .4..f...,:.-, . ..., Ductile iron threaded Fittings are UL& ULC Listed & ):I FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65,45-12, . , . , . .. .... Dimensions conform to ASME B16.3 . ,„. Threads are NPT per ANSI/ASME 81.20,1. NOTICE:Dmtile iron liningl hove higher lenstie*length than thaf ofteni pipe.The-relate,over h9httening eon douse damage to pipe&read.wiSal may cause knIkage.Ductile iron Atli9s should be fi Nonni three turns' si ' beyond hand tight,but no mare thou lour turns, CO ft AC> UM APPROVED 90c' ELBOW Fox lAbvadkIPMval 0.14410 anti Ong/tom. mill ow webste it www,ainverti om a osraso MI Af.,,e 5,Aitd,RoprowittPrt ML: Working Dimensions Approx. Nominal Size ,1' xressureA =MI El Vit Forl" ",.."1—A-- k Nal ntaPei In.taw At 000 ito.ap 1 , 00 1.50 1,50 0.62 ,. . . . . . IM500 175 1,75 0,90 500 ME : 1 94 1,20 r . 500 1 85 11.111 A-WOric.... ing Preswrn itotinip nm'For refaranco ordy and bow!on WI 40 pipe For n.lotoo UlfUlk 0110 Iv.Pros,"rOtln9,vviddl.pipe ci-decli.t..,please visit ariviiinit Olin arcorviCKH yo ut local Anvil Represenintive. „-- - 450 ELBOW (71r.i.ArinfiL J.--------- CS_,7/FUNI Ductile Iron MATERIAL SPECIFICATIONS , 1 ...N,4, ' N Ductile iron threaded fittings ore Lk& ULC Listed & . - FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 6545-12. Dimensions conform to ASME B16.3 Threads are NPT per ANSI/ASME B1.20.1. NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe.Therefio(e,over tightening on#cue elomoge to pipe&omit.*4116 may cause leokoge.Ductile iron fittiNs should be tightened three turns incycend hand tight but no more thres lour turns, C®all 44> WED APPROVED Ft*tisoriptiAprovai SAM*and IIMIVMS. 45° ELBOW adn osv**bane it itnmanohnn pm a wow roffitrth seith Reoerothwr M * ax. Working Dimensions Approx.. tiomincil Site Pressured,. 1111.1111 6 Wi.Emil hi On) 67'OW lg.Om) ''' A7...r,171) th$,(kg) _„... ' ' 1 SOO 112 112 046 114 500 1.29 1.29 0.73 \ q ,i4.4.1 $7.16 11111111 500 1,43 ., ,..., 1.43 0,92 3612 2,4? # t I 1 i , ME500 IlEi 1.48 1-50 A-Working Proil.urc 4161)94 ore for reference only ond howl on Sch 40 pipe.For the thiesi U1/ULC, Cod fM pressure ratings versus pOc sehedele,pleose visit ortAirel.corn or confect your beat Anvil eAtftwelerdotive. STRAIGHT TEE (4 .,.....AW.11-.; ,0 CpF,eptiwit.f.l. Ductile Iron .... MATERIAL SPECIFICATIONS , .., Ductile iron threaded fittings ore UI& ULC Listed & -.• ,-, 4./ FM Approved for 500 psi service. $ Ductile iron per ASTM A536 Class 65-45-12. '' , .„. // Dimensions conform to ASME B16,3 Threads are NPT per ANSI/ASME B1,20.1. ,.. .. -/ . , NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe.Therekre,over lighiening eon covse domoge k,pipe ei ——which may cause leakage.Ductile iron fittings should be tightened three turns beyond hand light but no.mart than kur form 0®OS 41C.10- WM APPROVED STRAIGHT TEE Fir 024.11VAPATMV NO^and Lunuaram cualaml an Mal°sum Rumaturammt Max,Working Dimensions 1 Approx. HonWno1 Size PressureA ME= B V. Farb , $1.°mit/ NM. 111.°Intl kA 4r4 °I:Cic9r1 4 I i'04„..:,i; Mill 500 1.50 1,56 0 85 B '....,.. 34 IMII 5°° r 111MI 1,75 NEM t "..** 140 i A—4-1.. A—.-I Mlt. 500 21114111.25 IIIIMIIIIIIIIIIIIIrlli A-Working Pressure livings are for reference only and bowl on Sr 4 pipe,For the low LIVULC, atrd FM pressure ratings versin p4,0$thociole visit tnti Pepresentothie. °P6'1* awv" •c°"'"contact vat,-local And :-\ 1 , - BUSHINGS ,:lir,,IINVIL Ductile Iron MATERIAL SPECIFICATIONS 'tif:4 Ductile iron threaded Fittings are UL& ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B16,14 Threads are NPT per ANSI/ASME B1.20,1. _..._ NOTICE:Ductile iron fittings harm higher*envie strength than that of pipe,Therefore,*vier tightening oan come damage to pipe&mock which may cause lectkoge.Ductile iron fittiNs should be tightened three turins beyond bond light,but no!owe thon 6,Jr turns, tees 44> DM APPROVED 1111111111111111111E=23111111111111___ km tways,Appv4 tmtaft kw 44.4144+4,4 q6501 rAr rietwo.4'4,wavororkoll corn or 044.1444 Ori Arwe SA44#,Fitc.R.,11AIW, Max.Working Dimensions Approx., Dimino!Size Style Pressing A B ( Wl.Each A.(en) PSI Oa) fix falti k*0 k Tffili) ihs.i'Agi 14-C-11 B .., 1 x'h 500 0.75 0.25 1.42 Outside,. 0,22 1 1--,..4.il I 34: ''•f'S Os 349 1 x V; 500 015 0.25 142 Outside 0.17 A ,0 S430 ;905 ei 33 1,<s 1 500 0.80 028 ' 1.76 Outside 0.28 Inside Head '2i2v 2'.37 /'? 44,10 1!7;x 1 500 0.83 0.31 2.01 Outside 0.45 fd 1f.4 33 6"?.? CT I A x 13S 500 , 0.83 0.31 2.00 Outside 0.30 ." C--"-1 1 i n 40x 32 ,, . ..,.?01 1.3.'14 h.'?50 O.,'1'4 Ell BEM= B 2 x 1 500 0.88 0.41 1.95 Inside 0.67 --T- -- 5,0 A t.',3;.. --- - ,... 2 x 11/2 500 0.88 0.34 2.48 Outside 0.73 35 863i 4.2,9P 0 33 Outside Head . 2 x 11/2 500 0.88 0.34 2.48 Outside 0,61 40 ,;:":,,': R t.,:ii i.'",": ri::',' ,a.-Working Pressure Rohl-vs are for reference oily and based on Sch.4.0 pipe.For the low UL/ULC, o'sd FM pressure rothigs verses pipe schedule,please visit onvilineconi*r contoo your loco!Anvil e,iprei,eolotiye, 1 CAP L' 1:11t'ilANM... t_. ,,,,, 7iFm4-- -----,.._ Ductile Iron kt(c.s MATERIAL SPECIFICATIONS •zi-,;.;,al...11,A - Ductile iron threaded fittings are UL& ULC Listed & . FM Approved for 500 psi service. • Ductile iron per ASTM A536 Class 65-4512. Dimensions conform to ASME B16.1 4 Threads are NPT per ANSI/ASME Bl.20.1. NOTICE:ductile iron finings,hove higher ten. silt streng,0 pthipleita_n that awif isitued,l Ing eon case d'"Yvi9e° htenecrree turns pipe.Therseetek'ogoVutretlirm,foiin,hould be tig nay cause lighl,but no more lbOn lour Was, eg4 4:1> LISTED APPROVErr For LlU oprowir one*:sod Lon4410-6 CAPal 54 ore%row°e proetrArovreo corn or c an'rev"saes,artotreerwr* Approx. Nominel Size Max.Working Dimensions Pressure,. IIIIEIMII Wt.Foch in.( i P$I(141 1111M31111 64-0.0 SOO ,11.50 1416 1111110.32 i A 500 IMIll mri i,28 ?1,5? 0,43 ci r t ) i 1111111 500 ,.„ MIMI 0,60 EMI 5000,91 MEM kit luvutc nly and boW on$th 40 PiPo For Fho 01 ii , A-wucturog Pressurt ikeings oro Fr re,kfrOD_or__*it 0.4,4(04i,or cArdoct your ken old FM rOlin9 vOrW4 Pc*'cn""* ,'P"Kbc ' Represaraarnoa. 1 COUPLING ..„--- Ductile'' Iron . .. MATERIAL SPECIFICATIONS _ ...... Ductile iron threaded fittings are UL &ULC Listed & FM Approved for 500 psi service. ••...,t,. ' '*'•.t.:111.4' Ductile iron per ASTM A536 Class 654512. 4_ ,„,.,.., tt-tf, 1,,,,,44-.' . Dimensions conform to ASME B16,14 ..;:" 4: '.'' -*;= * ..",1*,i ,.:'Jt ''',':-:=Z1i!.:4' : Threads are NPT per ANSI/ASME B1.20.1. *:.* NOTICE:Ductile iron Finings have higher Sensite strength than Otos ofp1 dcoTo9e 10 pipe pipe '11"Goverreti9huch lernge iron cirein cr should be tighteneci three turns may leokoge.Dnig c bend tight,but no more lbw,four hem. tem '4> UM APPROVED Fei ewer&Woere U **COUPLING . 4 . Ort*Ar EA*F44;044444644444, Approx. Nominal Sire Max.Working Dimensions Pre5sureA A Wt.Each n) ....___C--4, 1., O19 ON AZ.(0471,' big I:kj",: 1 coc 1.67 0.40 l --11- - • - 500 1.93 037 l 14 500 235 0.75 4',:: 3459 .54 ri 1 0 34 2 500 2.53 1.15 A Wng Pessrngore for refonenon nd ba `on Sch.40 pipe.For the taw UVULC, - 04:irot itertis i: l,P6C2 1 Ay,:,,,,0,,,,,M..con,or 4ontod your local Anvil and FM prowinc totingverse % s pipe eh sriely. Rew*enbtioe. ... 1 ,-- - CROSS It-tirl.AraviL ..„.._ j , 9.6“..rall'Airo“. (0C-0 -1=0F/PINVU---- Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore UL & ULC Listed & '-• , ''',44,44.1•""?:..r,"_`4 , ,,,.,I FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 6545-12. ,..ti,,- 1,.. .•.:-Iks; 1, Dimensions conform to ASME B16,3 ,, ,, Threads are NPT per ANSI/ASME B 1.20,1, , .. ,, ",4,•'*"-,.-,'Y NOTICE:Ductile inars fittings have higher lens&strength than that of steef pipe.Therefore,over ging ran cause doge to pipe Ewoech',Aide may couse leakage.Ductile won Nerve,s should be tightened three tunro beyond hood tight but no mare thon 6.1r ItIrri$, C ON 443>" Me APPROVED km tostrodirrA9 NI4405 and imftive8 CROSS ,,,,..„,—.....,..„...m.c.m.x amulet on Anne sane Rfemeonufrof DiMegiDRS Approx. Nominal Sire Max.Working PressuroA A E WI.Each b.am) PROM Or ratoo 4,1(0191) _ 416,..go - 4 1 500 1.50 130 0.98 . 8 — —8 11/4 500 1.75 1.75 1.50 32 3450 4i45 444' 1v, 500 1.94 1.94 1.90 — --. ‘.-- -I 44 3430 ,22. A 2 500 2.25 2.25 2.95 1 vi x 1 500 138 1.67 1.27 A : 1,', :• ,W;3 474' , 4 k I P4 X 1 500 ' 1.65 1.60 145 2 x I 500 1.73 2.02 2,10 A-Waking Pretsure'. .t.ore for refereree only and boxed an Sch.40pe.For the law Dilli1C, and FM pressure ratings versus pipe schedule,please visit aiwntbeern or contact your keel Anvil Representative, REDUCING 900 ELBOW (-7/f Arkinfli.; Ft4V___K:ip Ductile Iron MATERIAL SPECIFICATIONS .. Ductile iron threaded fittings are 1..11.& ULC Listed & / ;i„ FM Approved for 500 psi service. /lb - ) Ductile iron per ASTM A536 Class 65-45-12, . . •-, , ........ „... Dimensions conform to ASME B16.3 , ...'., Threads ore NPT per ANSI/ASME B1.20.1. NOTICE:Ductile iron fillings hove higher tensile strength thon that of. pipe.Therefo4e,over tightening eon too*efornoge to pipe Cleo&whirl may(GUM ieokoge.Ductile iron fittings sitotild be tightened three turns beyond hand tight,but no rig*re*Km krUr here, ON <> Win APPROINO kg Usteesdriergete Wee end LP'L REDUCING 90° ELBOW egg our reeve at orrow.angere cern or Woo rin Aeve 544,4 1400***Mtnot Max.Working Dimensions Approx. Nominal Site Pressures A g Wt.loth XL OW 51 ate h.(luttl h.On) do.(4) . . . . 1x A 500 1.26 1,36 0A4 1 x0.4 500 1,37 1.45 0.52 ''•I I , 77 1''.4 X V; 500 1.34 1.53 0.64 -f Di x 3/4' 500 1.45 1.67 0.72 A , t 11.41 4441 1 1 500 1.58 1.67 0.75 . _ i 3.i X 1 500 1.65 1.8 0,92 t4.1 A:96 2450 ' ' 114x1Y; 500 1.82 U; 1.08 7 x'it 500 1.49 1, ; 1,08 7 x14 500 1.60 1,17 1.24 40 4: 440 ' 2 x 1 500 1,73 2.02 140 • 2 zzlik_ 500 - 1-111- 2.10 1.52 2 x Ph 500 2.02 2.16 1.65 A-Wortiner Pressure Rohns tire For reference only and loosed oo Sok 40 pipe.For the 6test til.,/y1K, arid FM pre's'ottre ratings verso I.:.,sckodule,pleve visit onvilintl.corri or contact your local Anvil Roprosontorivo. REDUCING COUPLING csi=0F/Rtvv. .. Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore LK& ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12, Dimensions conform to ASME B16.3 Threads ore NPT per ANSI/ASME B1.20.1 NOTICE:Duch le woo firings have higher tensile strength than that of s pipe.Theodora over tightening con coin*darnolge to pipe ivreords svbich may cause leakage.Ductile iron fittings should be tightened three turns beyond hand hest,but no more than tpur c® AI> tTt /4PPROwn thorgvApp,,o00,..,lormat(r6 REDUCING COUPLING websi.x, rove*.inehrt zan ttoilias col 5,tift Rwiselignat, Max.working Dimernions Approx. NO1114101 Si20 PreSltPlA A WI,Each (erni PSI aft/ (4) 11116.111 I 1x4 500 149 0.39 1.4 0 429$ 1x% 500 1.69 0.53 nir 7T1 MR) 17 4'2 ,t WAN)Pressure RoCngs ore 6r reference only and based on Sch.40 pipe.For the totes,UL/ULC, mid FM pressure ratings versus pipe schedule,please visit aiwilinttorn or contact your loccil Anvil koprnentative, REDUCING TEE (. dwgvti.; 1,401.....AVAir. . Ductile Iron - - . . MATERIAL SPECIFICATIONS t mins Ductile iron threaded fittings are Ut & ULC Listed & FM Approved for 500 psi service. I -TDuctile iron per ASTM A536 Class 65-4512. i : I - ".• ---- ----- 1: 0 . 1 . , Dimensions conform to ASME B16.3 1-.--A -'-i-..--B-.1 Threads are NPT per ANSI/ASME B1.20.1. REDUCING TEE NOTICE:Duch ic iron fittings hove higher geosife strength than that of stool pipe.Tiverede4e,over tielnening non 4crese damage to pipe Oneoith whiff Max. Dimensions may ethrse leakoge.Ductile iron fittiNs should be tightened three turns Domino'Size Working ' Approx. beyond hood riplu,bur no more than Four roma Each PressuseA A B ; C WI, sC)os <> Ia.(.3,1 „ PSI af.0 k Irat Inorr7 k Tato° 1k(kg) WEE APPROVED 1 x 7.,x 1 SOO 130 1.36 1.50 0.64 Fo,Ltstylrg4pir:,,64,tkiiAA'A 0,All trtr,atoro. Aisit Du'watesAk,A,f.tow%art*i.1"1,03m,or corop an 14rAf.SAWA FAA,010-4ArnAA.A. I X 1/4 X 1 500 1,50 1.45 ' 130 0.73 1 y.1 x:./.:, 506 1.76 1.76 ; 136REDUCING TEE 5t0 0,71 1x1x:i', Sip 1.37 1.37 •• 1.45 1.76, Max. Dimensions ...,.; .. ,,,. .... Nominal Size Walking Approx. WI,Loch 1 x 1 x 1Yr SOO 1.67- 1.67 1.S8 0.98 . PressureA, A 8 ( 1..x 1).).7, 500 1.80 1.80 , 165 ' 1.16 in.Can) PSI ikIW tit(1* IA*111 41.(1.1"/ 85;110 PI " 1 ' ' 1171.x 1 x A 500 , 1.34 1.26 1.53 0.82 7; 502 132 1:52 1;25 1-24,4„ .7,- .. ' l'i'.;x 14 x 1 500 1.65 1.65 ' 1.80 1.30 11.4;x1x4r 5,60 1,45 1.37 ' 1.61 0;90 1x1x1 500 1.56 1.50 1 .; 14 x 14 x 17, 502 1.82 1.82 1.88 1,48 41 ,67 i.p 1;ix 1 x14 500 1.75 1.67 . l'h xi",x 7 5002.16 2.16 '. 2,02 1.98 7 1.75 1,I,I .• „r,:, ,..,., , 0 47 14 x i x 14 500 1:88 1.80 1487 1,42 2x 1x2 500 225 7,44, 2.02 225 2.15; Ci, 1 x 17i x , 500 1.34 1.34 153 ?x11,4 x'2 500 2.25 2.10 2,25 7,30 4r 4; - , 0.86 --- ,•: 52, ' ,,,,:`,,,,`, ,"2;": .: L'''' ,: *CCI-Cc- ! :C. 4 500 1.49 1A1 I`I l',4x 11 2x 11/4.X 1. 1.501x:A 500 1.45 1.45 ' L62 0.92 2x1,4'x , 5073 ' 1.f7 1.62 - 1;4,x 1.4 x 1 500 1.58 138 , 167 0.95 i 4;4E'. 'I X X' ' ,14': 1:-' ": '- ' •::- ' ‘..;' 2x;1 500 ' 1.73 1.65 2.02 1.64 1 x Fri x 14 500 1.88 1.88 1.82 1.45 55, 4:,' , _„ 2 x 14 x 11/1 500 1.90 182 2.10 1.80 14,x 13/4 x 2 500 7,10 2.10 ' 1,90 1,75 ;;.; , -4 ,,150 J,'•„'' 4r,,,' ..•2,1 , „ 4E.,.•''t• L'/9 2 X 1 X i SOO 2.022.021.94 ' 2,16 2.00 1Welxi6 500 141 P/ 1.84 l'64 ' 11,9. '', • • ,7" 7-7 ' ... .', 47,'i` ',,,r , 14 x I x 500 1.52 c 1.37 135 2 x I V,x 2 5CY2 2.25 2,16 275 2.35 ;44 1.14 500 1,49 1 49 1 88 1.60 17;xi xl SOU 1.65 1.50 - 1780 1.17 ,-, 44, ;. , 2X2XV4 . 500 1.60 1,60 1.97 1.68 Pi.x 1 x)A ; 500 1.82- 1.67 1.88 1.34 ;4., ...., . • . .1? 2x 2x 1 5i2 133 1.73 2.02 1.85 14,x 1 I 14 soci 1.44 1.8o 1,94 1.45 ' 2 x 2x 1i 50 1.90 1.90 ' 2.10 7.04 14 x191 sr 4 500 1.41 1,34 1.66 1,05 ,, ..:.5_, ,,',1-.' 24 dc, .r: ::- i:C. ',‘,,,'•., 2 x 2 x 14 . 500 2.02 2.02 2.16 2.18 14x1Vr xi1 500 1.52 1.45 , 135 1.15 61 , ,,,,.. ,,,..'1 ,: '• 7x2 x 24 500 2.39 3. liii x 1 Vi x 1 500 1,65 1,58 : 2.60 2.60 . 1.60 1,25 . 24 x 2 x3/4 500 134 1.60 2.37 228 P.6 x 14 .x 2 500 2.16 . .10 . 2.02 1,90 . -:;:,„ ,.;.:• =,..i.. _- : , ..: 1 . 4,-..i ,• 55 5';555 1.4 25 3.'53 5,,..- ,.64% 11/4 X1K X1/4 SOO 1,41 1,41 1 1.16 1.15 l„....A-WCAdn°iKilitcrlr°,2,4T Rating'we 1"'n4‘.rence'71Y cnd lx1r4x1(N.'Sch: Pi:/7. Frthe 1 ' ;4 i4 4i q 1 x C.P'' i ,C',' 1..r.i.. '''''".1''''''`'''''''','"..", 'l'A PrC&U're n'itirV'W$44 poi sslieckx10,.ptuase vlsrt onvolontl.corn e 43 ar 4n r,, 34,..r ,c.., - c -c-' totik,C1 your local Afivii Rtpevenikalire. tr ■ ,. Bolted Branch Outlets c) ® ® [yds] LPCB VNIIPO SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N Victaulic Mechanical-T®Outlet provides a direct branch connection at any location a hole can be cut in pipe.The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently.A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size,with the same or differing branch size connections. NOTE:Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded STYLES 920 AND 920N STYLE 920 CROSS outlet.Specify choice on order. Units are supplied painted with plated bolts.Galvanized hous- PATENTED ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule 10 and 40 carbon steel pipe.They may also be used on high density polyethylene or poly- butylene(HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating.Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90°angle when permanently attached to the pipeline surface. Additionally,the Vic-Tap Ile hole cutting tool,which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit.See page 8 for further information. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536,grade 65-45-12,with orange enamel coating. Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request. • Optional: Hot dipped galvanized Gasket: (Specify choice*) • Grade"E" EPDM EPDM (Green color code). Temperature range—30°F to+230°F/-34°C to+110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids,oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold+86°F/+30°C and hot+180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade"T"nitrile Nitrile(Orange color code). Temperature range—20°F to+180°F/-29°C to+82°C. Recommended for petroleum products,air with oil vapors,vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over+150°F/+66°C or for hot dry air over+140°F/+60°C. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. �CtaUfIC` REV N 13.Ci BON STEEL OLE CUT PRODUCTS .L .1 A./G ' 9 i .T R Bolted r t STYLES 920 AND 920N DIMENSIONS Style Max.Work Approx. Size No. Pressure@ Dimensions Weight Each x > . V t# V$ , aurin ' T** Thd. r nr In p�" Inches inches t , s In- - 24. I a Lbs. a Y r < z � kPa: � mm mm 1-' - Awb.; „ 1'' 4 I-.: akg NM tx 2 a)n 920N 500 1 50 ' 2.00 _ 2.53 _ 1.61 5.35 2.75 3.1 �A=11V 50 0 3450 38.1 51 64 41 136 70 IGI r1 IRS i /(`)J 920N 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 3450 38.1 50 64 41 136 70 15 920N 500 1.50 1.85 2.53 : 1.61 5.35 2 75 3.0 0 0 0 I I I hill ,.., + l 6 I 21 3450 381 47 64 41 36 70 4 ;�l to 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 GROOVED OUTLET 3450 44.5 52 70 76 41 136 76 1.7 1.5 1/2(d)tR 920N 500 1.75 2.03 2.75 • 3.12 1.61 5.35 3.25 3.6 , 3.2 40 3450 44.5 52 70 79 41 136 83 1.7 1.5 a Y .4-_z )] 21/2 x '/z(a)§II 920N 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 65 15 3450 38.1 1 56 70 46 143 70 1.4 , lil Pig 3/4 a §A' 920N t O 500 50 218 2.74 1.82 5.64 2.75 3.0 V = = TW20 3450 38.1 55 70 46 143 70 1.4 ldRl �� lel 7 1(a)§a 500 1.50 2.06 2.74 1.82 5.64 2.75 2.9 F>-� dl; 25 920N2 3450 38.1 52 70 46 143 70 4 ._ W I�I 11/2 t(a)a 920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 �1 32 3450 44.5 58 76 83 46 160 76 1.7 ' 1.5 FEMALE THREADED OUTLET 11/2 t(a)a 920N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 ' 3450 50.8 58 76 83 46 159 83 1.7 1.6 76.1 x /2(a) I 920N 300 1.50 2.22 2.75 2.25 6.46 3.18 3.9 15 2065 38.1 56 70 57 164 81 1.8 • Provides a direct branch connection at ..,. °(a) 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 39 any location where a hole can be cut 20 2065 38.1 56 70 57 164 81 1.8 in the pipe 1 (a) 920N 300 so 2.07 2.75 2.25 646 3.18 3.8 25 2065 381 53 70 57 164 81 1.7 • A pressure responsive gasket provides '1Y40)a 920N 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 the seal 32 3450 44.5 58 76 84 49 160 76 1.6 i 1.5 11/2(a)a 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 • Request Publication 11.03 for 40 920N 3450 50.8 58 76 84 49 160 83 1.6 i 1.5 , Mechanical-T cross assemblies 3x Y2(a)a 920N 500 1.50 ' 2.52 3.05 2.28 6.15 2.75 3.4 80 15 3450 38.164 78 58 156 70 1.6 i • Pressure rated up to 500 psi/3450 kPa 3/4(3)''' 920N 500 so 2.49 3.05 3.28 6.15 i 2.75 3.4 on steel pipe; also available for use 203450 38.1 63 78 58 156 70 1.6 with HDPE pipe a) 920N 500 1.50 2.38 3.06 I 2.28 6.15 2.75 ( 3.3 25 3450 38.1 i 61 78 58 156 70 ' 1.6 `I • Sizes from 2 x 1/2"/50 x 15 m m 11/2(a)to 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 ; 3.7 through 8 x 4"/200 x 100mm 32(b) 3450 44.5 65 83 90 58 156 76 1.8 1.8 11/2(a)to 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40(b) 3450 50.8 71 89 90 58 156 83 1.9 i 1.8 2(a)a 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 31/2 2 1 500 2.50 3.00 ' 3.75 2.44 6.72 3.88 I 3.8 90 x 50 l 920N 3450 63.5 76 95 62 171 99 ' 1.8 IMPORTANT NOTES: TABLE CONTINUED ON PG.3 Style 920 and Style 920N housings cannot be **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). mated to one another -Available with grooved or female threaded outlet.Specify choice on order. to achieve cross connections. # Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT"clearly on order. (b)For 76.1 mm threaded outlet,specify 21/2"BSPT clearly on order. §Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. �Ctal Ul1C® 11.02 2 REV NI CARBON STEEL PIPE - HOLE CUT PRODUCTS 1 1. .U L • r r ffe. -T® Bolted Branch Otitlets STYLES 920 AND 920N DIMENSIONS I Style Max.Work Approx. Size No. Pressure@ Dimensions Weight Each h x Branch., Hole 'Nominal Size U 7 finches or psi es f! , hese-.who's tritbes tbs." `tbs. < Y > < 7 > ' ;Fnun 920N kPa .s.^_� m ..,._�� ,,, m mm mm kg kg , TABLE CONTINUED FROM PAGE 2 � 1111111 i4 x 72(a)n 920N 500 1.50 3.03 3.56 2.69 7.01 2.75 3.7 --iii �� s s in 100 15 3450 381 77 90 68 178 70 1.8 3/4(a)n 920N 500 50 3i00 3.56 2.69 7.01 2.75 3.7 " ` ;/v, 20 3450 381 76 90 68 178 70 1.8 -NA 1(a)n 920N 500 50 2.88 3.56 _ 2.69 7.01 2.75 - 3.6 25 3450 ! 38.1 73 90 68 178 70 1.8 GROOVED OUTLET 13/4(a)to 920N 500 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 36 32(b) 3450 44.5 78 96 102 68 178 76 1.9 1.8 11/2(a)to 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 40(b) 3450 50.8 83 102 102 68 178 83 2.0 1.9 Y > K z > 2(a)to I 920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 r PR 50 3450 63.5 83 102 102 68 178 99 2.3 21 V 21/2(a)t; 920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 ,iii 410 ~ Silk 7 [ ]1 65 3450 699 73 102 102 68 186 118 , 2.6 2.3 ' 4 u 500 2.75 2.88 4.00 2.69 7.34 6.4 761 mm 920 3450 699 73 102 68 86 118 2.9 y vi f-1 3(a)t , 920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 FEMALE THREADED OUTLET 80 3450 889 84 114 105 68 196 130 ! 3.8 2.9 108.0 x 1/a(a)°1 920N 500 1.75 3.08 3.78 2.63 7.64 3.05 5.0 32 3450 44.5 78 96 67 194 78 • 2.3 i,,. ., 1 Yz(a)n I 500 2 00 3.28 4.00 2.63 7.64 3.25 5.0 • Provides a direct branch connection at 40 920N 3450 50.8 83 102 67 194 83 2.3 any location where a hole can be cut 2(a) 920N 500 2.50 3.25 4.00 2.63 764 4.00 4.0 in the pipe 50 3450 63.5 83 102 67 194 102 1.9 920 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 • A pressure responsive gasket provides 3450 69.9 73 102 102 67 194 109 3.6 3.5 the seal 3(a) 920 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 ! 84 114 114 67 194 124 3.1 3.0 • Request Publication 11.03 for 5 11/2(a)5 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 ' 7.6 Mechanical-T cross assemblies 125 x 40 920 1 3450 50.8 102 121 121 80 246 94 3.4 3.4 2(a)t 500 2.50 4.00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 • Pressure rated up to 500 psi/3450 kPa 50 920 3450 63.5 102 121 121 80 246 111 3.7 3.6 on steel pipe; also available for use 21(al t 920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 ; 8.3 7.9 with HDPE pipe 65 3450 69.9 92 121 121 80 246 118 3.8 3.6 76.1 mm n 920 500 2.75 3.75 _ 4.75 3.16 9.70 4.63 8.0 • Sizes from 2 x 1/2'/50 X 15mm 3450 69.9 95121 80 246 118 3.6 _... _ through 8 x 4"/200 x 100 mm 3(a)t 920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 4.0 33.0 x 2 1 920N 500 2.50 3.75 4.50 3.17 8.00 3.88 8.0 50 1 3450 63.5 95 114 81 203 99 3.6 3 920~ 500 3.50 3.81 5.00 3.00 9.46 5.31 8.0 80 3450 88.9 97 127 76 240 135 3.6 TABLE CONTINUED ON PG.4 IMPORTANT NOTES: **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet.Specify choice on order. mated to one another # Center of run to end of fitting. to achieve cross connections. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT"clearly on order. (b)For 76.1 mm threaded outlet,specify 21/2'BSPT clearly on order. §Vds approved for fire protection services n LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. �Cit'clt 1111 C° 14FV N CARBON STEEL PIPE- HOLE CUT PRODUCTS I 1.UL 'eche lcal-r BoltedBranch Outlets STYLES 920 AND 920N DIMENSIONS Style Max.Work Approx. Size No. Pressure@ Dimensions , Weight Each - F emaie .i Y > esL L I TABLE CONTINUED FROM PAGE 3 �� V ' 139.7 x 1+�t 920N 500 2 00 3 78 4.50 3.30 8.23 3.25 7.0 a' r1 sis \ z�r / 0 3450 50.8 96 114 84 209 83 3.2 25011 t 500 2 50 3.75 4.50 3.30 8.23 3 88 9.0 ~ 44 V 50 920N 3450 63.5 95 114 84 209 99 4.1 �_ y mi 6 1 Ya(a) 500 75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8 150 x 32(b) 920N : 3450 44.5 112 130 130 ! 96 232 83 2.3 I 2.2 GROOVED OUTLET 11/2(a)to 920N 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 ! 5.1 40(10) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2(a)to 920N ' 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 Y > Z > 50 ' 3450 63.5 111 130 130 96 232 99 2.7 2.5 r PR t ------ 2+/ 920 500 2.75 401 5.13 5.12 369 10.51 4.63 83 7.6 65 7 3450 69 9 0 30 30 94 267 8 3 8 3.4 VI rtRl �� Gtl Cl ti Il 761 mm a' 920 500 2.75 4.15 , 5.21 3.69 10.51 . 4.63 I 8.4 i 3450 699 105 132 94 267 118 3.8 - 3(a)t 500 ; 3.50 4.31 + 5.50 ! 5.13 , 3.69 10.51 ! 5.31 9.9 8.4 d\iiimi • w v 80 920 ' 3450 ' 88.9 110 I 140 130 94 267 ' 135 4.5 3.8 V l 4(a)to 500 4.50 3.81 5.75 5.38 3.69 10.51 ' 6.25 10.1 ' 10.1 100 920 3450 1143 97 146 137 94 267 i 159 4.6 4.6 FEMALE THREADED OUTLET --- - - . : _... .. 159.0 x 11/2(a) 920N 500 2.00 4.41 5.13 3.63 9.40 3.25 7.8 40 3450 50.8 : 112 130 92 239 ' 83 ' 3.5 2(a) 500 2.50 4.38 5.13 3.63 9.40 : 3.88 8.0 • Provides a direct branch connection at _50 920N 3450 63.5 111 130 92 239 99 3.6 any location where a hole can be cut 761 mm 920 500 2.75 4.38 5.50 • 5.13 3.63 9.40 4.63 9.5 9.5 In the pipe 3450 699 111 140 130 92 239 118 4.3 4.3 3 500 3.50 4.31 5.50 5.13 ; 3.63 9.40 5.31 8.1 14.0 • A pressure responsive gasket provides S0 920 3450 88.9 110 140 ' 130 92 239 135 3.7 6.4 the seal 108.0 mm 920 500 4.50 4.45 5.38 3.63 940 6.12 10.0 3450 114.3 113 137 92 239 155 4.5 • Request Publication 11.03 for a 4 920 500 4.50 3.81 5.75 _ 3.63 9.40 6.25 18.0 Mechanical-T cross assemblies 100 3450 114.3 96.80 146 92 239 159 8.2 TABLE CONTINUED ON PG.5 • Pressure rated up to 500 psi/3450 kPa * Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). on steel pipe; also available for use t Available with grooved or female threaded outlet.Specify choice on order. with HDPE pipe # Center of run to end of fitting. • Sizes from 2 x 1/2"/50 x 15 mm # Female threaded outlets are available to NPT and BSPT specifications. through 8 x 4°/200 x 100 mm @ See page 7 for Fire Protection approvals and pressure ratings. (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT"clearly on order. (b)For 76.1 mm threaded outlet,specify 21/2"BSPT clearly on order. §Vds approved for fire protection services a LPCB approved for fire protection services IMPORTANT NOTES: 0 Approved for use in China by Tianjin Approvals Company. Style 920 and Style 920N housings cannot be - mated to one another to achieve cross connections. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ctaUI1C° 11.07 4 REV N CARBON STEEL PIPE - HOLE CUT PRODUCTS 1 1..V L STYLES 920 AND 920N DIMENSIONS 1 1 1 Style Max.Work Approx. Size No. Pressure@ Dimensions Weight Each Y ) Z t 5. - II II TABLE CONTINUED FROM PAGE 4 �� 1 65.1 x 920N 500 1.50 88 4.56 3.79 9.34 2.75 8.0 lig �1 lln r�I71 21, 3450 38.1 99 116 96 237 70 3.6 130.n 920N 500 1.75 4.43 5.13 3.79 9.34 3.25 8.4 r" ""� T 32 3450 44.5 3 130 96 237 83 3.8 � �) 500 2 00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 �-6 °20N 3450 50.8 112 130 130 96 237 83 3.8 2.4 GROOVED OUTLET 2 50 020N 500 2.50 4.38 ( 5.13 5.13 3.79 9.34 3.88 8.5 6.0 3450 63.5 111 130 130 96 237 99 3.9 2.7 761 m m! 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 Y > -z1 3450 69.9 110 130 132 92 267 118 3.9 3.4 3(a)t 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 80 920 3450 88.9 110 140 130 92 267 135 4.6 , 3.8 V a 4(a)t. 500 4.50 3.81 5.75 5.38 3.63 ! 10.51 6.25 ' 10.5 8.4 i slit /�\ oil, T t 111 920 _. 3450 . 97 146 137 92 267 159 4.8 i 3.8 �> �� 8 2(a)t 500 2.75 5.44 6.19 i 6.25 4.81 i 12.42 4.50 11.6 ! 11.6 I 200 x 50 920 3450 69.9 138 157 159 122 316 114 5.3 5.3 �---1 2 Yz(a)t I 500 2.75 5.07 6.19 6.19 4.81 ; 12.42 4.50 11.6 11.6 65 i 920 3450 69.9 129 157 157 122 316 114 5.3 5.3 FEMALE THREADED OUTLET 6.1 mm o 920 500 2.75 5.25 6.25 4.81 12.42 4.56 11.6 3450 69.9 133 159 122 316 116 5.3 _.32_67......1 (a)tb 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 • Provides a direct branch connection at 80 920 3450 88.9 135 165 . 165 122 316 135 . 5.7 5.3 any location where a hole can be cut 4(a)to 920 500 4.50 4.81 6.75 6.38 4.81 ' 12.42 6.25 15.3 12.5 in the pipe 100 • 3450 114.3 122 171 162 122 316 159 6.9 5.7 **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). • A pressure responsive gasket provides t Available with grooved or female threaded outlet.Specify choice on order. the seal # Center of run to end of fitting. • Request Publication 11.03 for # Female threaded outlets are available to NPT and BSPT specifications. Mechanical-T cross assemblies @ See page 7 for Fire Protection approvals and pressure ratings.' • Pressure rated up to 500 psi/3450 kPa (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT"clearly on order. on steel pipe; also available for use (b)For 76.1 mm threaded outlet,specify 21/2"BSPT clearly on order. with HDPE pipe §Vds approved for fire protection services s LPCB approved for fire protection services • Sizes from 2 x 1/2'/50 x 15 mm 0 Approved for use in China by Tianjin Approvals Company. through 8 x 4"/200 x 100mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each achieve cross connections. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. `/ 'CtaulIC® PTV N 11 02 Fi CARBON STEEL PIPE - HOLE CUT PRODUCTS 1. i. .UL Mac T® Bolted Blanch Othiets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point(1)and (2)for the Style 920,920N and 929 Mechanical-T®fittings can best be expressed in terms of the pressure difference across the inlet and branch.The pressure difference can be obtained from the relationship below. C„and Kv Values Values for flow of water at+60°F/+16°C are shown in the table below. Formulas for C�„K4 Values: AP = Qz Where: AP = Q2 Where: i _ ims C zz Q=Flow(GPM) — s ' ,� �� K z Q=Flow(m/hr) AP=Pressure Drop(psi) AP=Pressure Drop(Bar) Q = C x 2P C =Flow CoefficientQ = K„ x 2P K =Flow Coefficient Exaggerated for clarity Equivalent Length of Outlet Size Schedule 40 Carbon Steel Pipe (per UL 213,Sec.16) OUTLET SIZE (C=120)t.FT C4/K4 Values .= N . r y ''::,;ma' �''1._ LI r 0.540 1: 21.3 9.4 3/4 1.050 --_- _ 4 _.._ 16 20 _ 26.7 13.7 1.315 21 25 33.7 3 I 8 1.8 1'/4 1.660 50 48 32 42.7 5 1/2 6 42.9 41.1 1'/z 1.900 53 53 40 98.3 45.4 45.4 2 2.375 104 50 60.3 9 0/ 96 89.1 2 Yz 2.875119 150 65 73.0 20 I 102 128.5 76.1 m m 3.000 16* 161 76.1 138.1 3 3.500 249 237 80 88.9 14 5 1/2 213.4 203.1 4 4.500 421 401 100 I 114.3 20 22 360.8 343.6 t Hazen-Williams coefficient of friction is 120. *Pipe with a wall thickness of 0.165in./4.2mm. 1”FireLock'"Innovative Groove System(IGS)outlet www.victaulic.com \ictaulic° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 11112 6 REV N CARBON STEEL PIPE - HOLE CUT PRODUCTS 1 1.UL V a ra nc STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Approval Agency Run Size Outlet Size Pipe Rated Working Pressures-psi/kPa Actual Nominal Outside fid£ Size Diameter , s Inches/mm Inches/mm Inches/mm -: -Schedule UL Ul ''`. Eld K LPCB (Style 920 21/2-6 2.875-6.625 All 0,40 400 1 400 400 290 ' 232 362 65 150 73.0-1683 2755 2755 2755 1999 1599 2496 21/2-4 2.875-4.500 All DF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 21/2-4 2.875-4.500 All SF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 6 6.625 3,4 0 300 300 250 290 232 362 150 1683 2065 2065 I 1724 1999 ' 1599 2496 6 6.625 3,4 30,40 300 300 300 290 232 362 150 1683 2065 2065 2065 1999 1599 2496 8 8.625 200 219.1 ,40 21/2 10400 — — 1000 88.625 34, 10 300 250 145 200 2191 2065 1724 1000 88.625 300 300 145 200 219.1 3,4 30,40 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4-8'%100-200MM CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve.The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4"/100mm, 5"/125mm,6"/150mm and 8"/200 mm diameter pipe. The Style 931 comes with a 21/2"/65mm grooved outlet. 111,..T.,-, : x The drill motor is an electric motor with ground fault circuit interrupter(GFCI)m accordance with , ii l'''' .. safety codes. For more information, refer to publication 24.01. i iir - C www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ICtc UIiC RF/ hi 11.(17 7 ... •! mechanical-Te Bolted Branch Outlets STYLES 920 AND 920N INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. • NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 11.02 1480 REV N UPDATED 12/2017 CtauliC, VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 11.02 I- Victaulic® FireLockTM Outlet-T ihtaulicf Style 922 10.52 1.0 PRODUCT DESCRIPTION Available Sizes • 1 1/4 — 2 1/2'/DN32 — DN65 • Threaded Outlet Sizes: /2'/DN15, 3/4"/DN20, and 1"/DN25 NOTE • IGS Grooved 1/DN25 Outlets available for this product.See publication 10.54. Maximum Working Pressure • 300 psi/2068 kPa/21 Bar Application • Provides a convenient method of incorporating outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products Pipe Material • Carbon steel • Contact Victaulic for use on additional pipe types and wall thicknesses 2.0 CERTIFICATION/LISTINGS D PL Ds ® VdS [LPCB CTP LISTED NOTES • See Section 7.2 REFERENCE MATERIALS for additional certification information. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. Systemi Location � No. Spec Section Paragraph Submitted By Date i App roved Date victaulic.com 10.52 3355 Rev H Updated 06/2018 ©2018 Victaulic Company.All rights reserved. 1 ictauluc victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) L� Orange enamel (North America, Latin America, Asia Pacific). ❑ Red enamel (Europe). Optional: Contact Victaulic with your requirements for other coatings. Gaskets: ❑ Grade "E" EPDM (Type A) EPDM (Violet color code) Applicable for wet and dry (oil-free air) sprinkler services only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at-40°F/-40°C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. 1 Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets are not compatible.Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: ❑ Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex flange nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - hex nuts) and ASTM A563M Class 9 (metric- hex nuts). Track bolts and hex flange nuts-are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type III (imperial) or Type II (metric). • 10.52 3355 Rev H Updated 06/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 2ctaulic` victaulic.com 4.0 DIMENSIONS • Style 922 Y i vT-F-.4„00.1111111\ T Alr vi. -L 1.0.4•.1m• I �an ' • i I` Style 922 Size I Bolt/Nut Dimensions I Weight Nominal Actual Approximate' Run x Branch FPT2 Outside Diameter Qty.! Size T3 V W Y Z i (Each) inches j inches I inches inches 1 inches inches inches ! inches lb DN mm mm mm mm mm mm mm kg 11/4 1/2 I 1.660 0.840 1.30 1.83 1.10 3.87 2.56 1 1 DN32 x DN15 42.4 x 21.3 2 3�x 1 33 47 28 98 65 0.5 3/4 1.050 1.28 1.83 1.10 ' 3.87 2.56 1 - DN20 26.9. 2 x 1 33 I 47 E 28 ! 98 65 0.5 1 DN25 13317 k x 1 i 1 52 2.18 1.10 3.87 2.56 1 2 ' 1 ' 39m 55 28 98 I 65 0.5 1 Y2 1 1.900 0.840 , 1.42 1.95 1.22 4.08 2.56 1 40 x DN 15 48.3 x 2 21.3 x 1 36 50 i 31 104 N 65 0.5 3/4 1.050 1.40 1.95 1.22 4.08 2.56 1 DN20 26.9 2 x 1 36 50 3 104 65 0.5 1 1.315 2 x 1 1.64 2.30 r 1.22 4.08 ! 2.56 1 DN25 33.7 42 58 31 104 65 0.6 2 1/2 2.375 0.840 1.66 2.19 1.46 4.60 2.56 1 x x DN15 60.3 21.3 2 t. x1 50 42 56 37 117 65 0.6 i 3/4 1.050 1.64 2.19 1.46 4.60 2.56 1 DN20 26.9 2 x 1 42 56 37 117 65 0.6 1 1.315 188 2.54 1.46 4.60 2.56 2 DN25 i 33.7 x 1 4 48. 65 37 I 117 65 ( 0.7 21/2 1/2 2.875 0.840 1.91 2.44 1.71 5.40 2.56 2 x DN15 j 73.0 x 21.3 2 3kx1k 49 62 43 137 65 0.7 3/4 1.050 1.89 ( 2.44 1.71 5.40 2.56 2 DN20 26.9 2 x 1 48 62 43 _., .__ 137 65 0.7 1 1.3152.13 C 2.79 1.71 5.40 2.56 2 DN25 33.7 2 l x 1 k 54 71 43 137 65 0.7 DN65 1/2 3.000 0.840 1.91 2.44 1.71 4 5.50 2.56 2 j x x 2 DN15 76.1 21.3 x 1 k 49 62 43 140 65 0.7 3A 1.0502 1 1.89 2.44 1.71 5.50 2.56 2 DN20 26.9 x 1 48 62 43140 6-5556 5 Q7 1 1.315 -1-2143. 2.79 1171 j 5.50 2.56 2 DN25 j 33.7 2 1 1 I 571 _ 43 140 65 0.8 2 Victaulic female threaded products are designed to accommodate standard NPT or BSPT(optional)male pipe threads only. Refer to the specific literature for these types of special male-threaded products for guidance and possible limitations for use. Failure to verify suitability in advance may result in assembly problems or leakage. 3 Center of run to engaged pipe end for NPT threads(dimensions are approximate). • • • 10.52 3355 Rev H Updated 06/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 3 ctaulic' victaulic.com • 5.0 PERFORMANCE Style 922 Equivalent Length of 1 inch Schedule 40 Steel Pipe(per UL 213,Section 16)(C=120)4 Run Size x Outlet Size Threaded Grooved5 inches feet ;, feet DN meters meters 114 1 8.5 12.5 DN32 x DN25 2.6 3.8 1 1 1 I 8.5 12.5 DN40 x DN25 2.6 3.8 2 x 1 8.5 ( 12.5 -- DN50 DN25 4_____ ..... 2.6 3.8 2 1/2 1 8.5 12.5 x DN25 __ ---- 2.6 3.8 1 8.5 1 12.5 DN65 x DN25 2.6 3.8 4 Hazen-Williams coefficient of friction is 120. 5 1"FireLockTM Innovative Groove System(IGS)outlet 6.0 NOTIFICATIONS WARNING I 0 _,... N,, 0 (!) 11011 • Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 1 Dimensions Minimum Hole Diameter/ Maximum Hole Diameter/ Hole Saw Size Hole Saw Size inches inches I mm mm 1 1 11 1 All Outlet Sizes �.__.._ 30 .1 32 • • 10.52 3355 Rev H Updated 06/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 4 vIctaulic° victaulic.com • • 7.1 REFERENCE MATERIALS Size Services Pressures per Regulatory Approvals and Listings6 Nominal UL ULC FM VdS LPCB CNBOP inches psi psi psi psi psi psi DN kPa kPa kPa kPa kPa kPa 1 Y4 x'/z 300 300 300 V 232 232 232 DN32 X DN152068 2068 2068 1600 1600 1600 1 1/4 x 3/4 300 300 300 232 232 232 DN32 X DN20 2068 2068 2068 1600 1600 1600 4x1 300 300 300 232 232 232 DN32X DN25'° 2068 2068 2068 1600 1600 1600 1 Y x Y 300 300 300 j 232 232 232 DN40 X DN15 2068 2068 2068 1600 i1600 i1600 1 Y x 3/4 300 300 300 232 232 232 DN40 X DN20 2068 2068 2068 1600 1600 1600 1 1/2 x 1 300 300 i300 232 232 232 DN40 X DN25 2068 2068 } 2068 1600 1600 1600 2 x1/2 300 300 j 300 232 232 { 232 DN50 X DN15 — 2068 2068 1 2068 1600 1600 1600 2 x 3/4 300 3001 300 232 232 232 DN50 X 20 2068 1 2068 2068 1600 1600 1600 2 x 1 300 300 300 232 232 232 : DN50 X DN25 2068 2068 2068 I 1600 1600 1600 1' 2'/z x Y 300 300 300 232 232 232 2068 _ 2068 2068 1600 1600 1600 2 1/2 x 3/4 300 � 300 300 232 232 232 2068 =I 2068 2068 1600 1600 1600 2 1/2x 1 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 1 300 232 232 232 — DN65 X DN15 j 2068 1600 1600 1600 300 232 232 232 DN65 X DN20 2068 1600 1600 1600 ;, ,, 300 232 232 232 DN65 X DN25 „ v::. 2068 1600 1600 1600 6 Pressures listed in this chart are based upon standard wall pipe.Approved and Listed pressures may vary by pipe schedule. NOTE • Consult regulatory agency websites for details and the most recent regulatory information. 7.2 REFERENCE MATERIALS 05.01:Victaulic Seal Selection Guide 29.01:Victaulic Terms and Conditions of Sale 1-100:Installation Instructions 1-922: Installation Instructions FireLockTM Outlet-T • • • User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of I his product shall be manufactured by Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations. instructions.Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing.Handbooks are included with each shipment guide,or this disclaimer. of Victaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights in PDF format on WeChat. No statement contained herein concerning a possible or suggested use of any material, Warranty product,service,or design is intended,or should be constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right.The terms"Patented”or"Patent Pending"refer to design or utility patents Victaulic Company,and/or its affiliated entities,in the U.S.and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. • • 10.52 3355 Rev H Updated 06/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 5 ✓ctaulic` • • 14795 SW 72'AVENUE E PORTLAND, OR 97224 PHONE: 503.620A020 FAX: 503.620.1058 FIRE , INC. WWWDELTAFIRE.COM CCB# 64174 HANGERS FIRE PROTECTION CONTRACTORS BAND HANGERS . A i www. ;, 5 H NFPA SWIVEL RING HANGER FIG. 141 & 141F Function: Designed for the suspension of non-insulated stationary pipe lines. The knurled Po insert nut that allows a vertical adjustment after installation, is tapped to NFPA A reduced rod size standards. Captured knurled insert nut present on pipe sizes P a 1/2" (15mm)to 2" (50mm). The capture is permanent in the bottom portion of the '^ cc band, allowing the hanger to be opened during installation if desired, but preventing the knurled insert nut from falling completely out. Fig. 141F has a layer of felt which separates the pipe from the hanger to reduce vibration and sound. U pa Material: Carbon steel w m Finish: Pre-galvanized(Fig. 141)or pre-galvanized with felt lining(Fig. 141F) 5 Approvals: Underwriters' Laboratories Listed in the U.S. (UL),Canada(CUL), for use with # 1 d /4� standard steel pipe sizes (20mm)to 8" (200mm)and CPVC pipe size 3/4" i (20mm)to 4" (100mm). Factory Mutual Approved for steel pipe sizes 3/4" (20mm) w to 8" (200mm). Complies with Federal Specifications A-A-1192A(Type 10), and o Manufacturers' Standardization Society ANSI/MSS SP-58 (Type 10)which CL <> a supersedes ANSI/MSS SP-69. Ordering: Specify figure number and pipe size. NOTE: If ordering Fig. 141F felt lined hangers for pipe sizes of 31/2"(90mm) or under, order the a next largest size to allow for the thickness of the felt lining. Metric knurl insert nuts v) available upon request. w Pi a Size Rod B Adj. Max.Rec.Load Wt.Each a P Size C D E lbs. kN lbs. kg 1/2 (15) 3/8 17/8 (47.63) 17/16 (36.51) 2314 (69.85) 31/16 (77.79) 300 (1.33) .10 (.05) o 3/4 (20) 3/8 111/16 (42.86) 11/8 (28.58) 21/2 (63.50) 31/16 (77.79) 300 (1.33) .10 (.05) .1 1 (25) 3/8 15/8 (41.28) 1 (25.40) 21/2 (63.50) 33/16 (80.96) 300 (1.33) .10 (.05) w 11/4 (32) 3/8 115/16 (49.21) 11/16 (26.99) 213/16 (71.44) 39/16 (90.49) 300 (1.33) .11 (.05) w 11/2 (40) 3/8 21/8 (53.98) 11/16 (26.99) 31/8 (79.38) 37/s (98.43) 300 (1.33) .11 (.05) 2 (50) 3/8 27/16 (61.91) 11/8 (28.58) 35/16 (84.14) 43/8 (111.13) 300 (1.33) .14 (.06) 21/2 (65) 3/8 31/16 (77.79) 15/8 (41.28) 315/16 (100.01) 53/8 (136.53) 525 (2.34) .19 (.09) Q 3 (80) 3/8 311/16 (93.66) 1218 (47.63) 49/16 (115.89) 65116 (160.34) 525 (2.34) .23 (.10) E 31/2 (90) 3/8 33/4 (95.25) 17/8 (47.63) 45/8 (117.48) 65/8 (168.28) 525 (2.34) .25 (.11) w 4 (100) 3/8 43/16 (106.36) 17/8 (47.63) 51/16 (128.59) 75116 (185.74) 650 (2.89) .30 (.14) F 5 (125) 1/2 45/8 (117.48) 15/8 (41.28) 55/8 (142.88) 83/8 (212.73) 1000 (4.45) .50 (.23) 6 (150) 1/2 55/8 (142.88) 21/4 (57.15) 61/2 (165.10) 913/16 (249.24) 1000 (4.45) .58 (.26) 8 (200) 1/2 613/16 (173.04) 27/16 (61.91) 715/16 (201.61) 121/4 (311.15) 1000 (4.45) .90 (.41) 4 S U w a C. a w ,e-_,. ii U_ a W h Unless otherwise specified,all dimensions on drawings and in charts are in inches and dimensions shown in parentheses are in millimeters. FDLCcJ® www.tolco.com a mala of NIBCO Revision 9/1/2006 Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 11/4" Throat Openings Size Range— (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod Component of State of California OSHPD Approved COOS LISTED Material — Carbon Steel with hardened cup point set screw and Seismic Restraints System jam nut Function — Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/4" (Fig. 66). Features — All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or B bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with the set D screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the E op- clamp. Open design permits inspection of thread engagement. C Approvals — Underwriters' Laboratories Listed in the USA (UL) and ° 1 ` Canada (cUL). Exceeds requirements of the National Fire Protection Illo i Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" F 1/4 0 0 pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic 4or* Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional A load, spacing and placement relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Plainor-0 Note — Available in Electro-Galvanized and HDG finish. Order By — Figure number, rod size and finish Fig. 65 Patent#4,570,885 B Fig. 65 D ► ► r� Dimensions •WeightsIP ' Rod Size Max. Rec. Approx. --, .0 eA B C D E F Load Lbs.* Wt./100 Ilit ti 3/8 13/16 3/4 1 7/16 1 610 28 F 1/2 11/2 3/4 1 9/16 11/4 1130 55 5/8 11/2 3/4 1 9/16 11/4 1130 55 41r► Max. loads for clamp with set screw in up or down position. k.-lop Fig. 66kill1 A Dimensions •Weights ir- Rod Size A B C D E F Max. Rec. Approx. Load Lbs.* Wt./100 3/8 13/16 11/4 1 7/16 1 610 28 1/2 11/2 11/4 1 9/16 11/4 1130 55 5/8 11/2 11/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951 737 5599•FAX 951.737.0330 60 CUSTOMER SERVICE•800.786.5266 www.tolco.com ®TOLCO` Fig. 69 - Beam Clamp Retaining Strap c0 us LISTED Size Range — 3/8"thru 7/8" rod by 4"thru 16" length." Material — Pre-Galvanized Steel Function — To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13(2010)9.3.7.1. Important Note — Good installation practice of a retaining strap requires p that the strap be held tightly and securely to all component parts of the assembly.Therefore a locking mechanism of some kind such as a hex nut or the beveled locking slot on the TOLCO® Fig. 69R will provide a more secure reliable installation. Approvals — Underwriters' Laboratories listed in the USA(UL)and Canada (cUL).Approved for use with any listed beam clamp. Included in our Seismic B Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development(OSHPD). For additional load,spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Pre-Galvanized Order By — Figure number,type, length "B"and rod size being used with beam clamp Note — Minimum return on Strap: I". IIIIIII /�/ E I1l Dimensions •Weights Type Rod Size A Hole Size B 3/a 7A6 Specify 1 Yz 9A6 Specify 2 5/8 /6 Specify 3A 13/,6 Specify = WI 3 3/8- 7/8 Specify Specify = 'U' = "Longer lengths are available,consult factory. a ________...____Al 1 rm PA I OA rA I v.wal oil COOPER B-LINE 1375 Sampson Ave•Corona,CA 92879•800.786.5266•FAX:951.737.0330 www.tolco.com 01 COOPER B-Line IH HANGER RODS ■ Fig. 140: Right-hand Threads Machine Threaded Rods E- • Threaded Both Ends v, Flg . 253: Right and Left hand Threads ;Z 0, Size Range:3/8 through 5" s � Q Material:Carbon steel x It,,,ai..,ii,i},ww,dugs,t,,,d,U+#i! E.5 Finish:Plain or Galvanized C., Ordering:Specify rod size,figure number,name, rod length _ and finish.Specify thread length if other than standard. ni„ „ „ , , , , in �Ililll��ihl,I��ihl,llll�illl�llilllljlli-Kiii ��illl�ll�illliVf��11!i!�lli'I Note:The acceptability of galvanized coatings at temperatures r I D I A D '� above 450°F is at the discretion of the end user. 1 CJDN FIG. 140, 253: LOADS (LBS) • DIMENSIONS (IN) FIG. 140, 253: Rod Size Threads Max Load Standard Rod LOADS (LBS) • DIMENSIONS (IN) (CONT.) cD a A per Inch 650° F 750° F Thread Length D* Rod Size Threads Max Load Standard Rod h 3/8 16 730 572 A per Inch 650° F 750° F Thread Length D* °-rE 1/2 13 1,350 1,057 21/2 23/4 4 49,400 38,687 11 5 11 2,160 1,692 3 4 60,100 47,066 12 (73 co 3/4 10 3,230 2,530 3 314 4 71,900 56,307 13 '/a 9 4,480 3,508 31/4 31 4 84,700 66,331 14 Q 1 8 5,900 4,620 4 33/4 4 98,500 77,139 15 2E�' 1'/4 7 9,500 7,440 5 4 4 113,400 88,807 41/4 4 UN 129,400 101,337 Ya 11/2 6 13,800 10,807 6 41/2 4 UN 146,600 114,807 E 13A 55 18,600 14,566 7 43/4 4 UN 164,700 128,982 18 "'�' 2 41/2 24,600 19,265 8 5 4 UN 184,000 144,096 E 2/4 4/ 32,300 25,295 9 *Fig.140 rod up to 1"rod size and 24"in length may be furnished as Fig 146 rod m G unless order states that all thread rod is not acceptable. 21/2 4 39,800 31,169 10 *3/e"-4"Diameter:UNC-2A CLASS fit. U_C = t� 0.._ • Cn Q Fig. 248: Right Hand Threads Eye Rod Not Welded Y Fig. 248L: Left Hand Threads (ow._ ._ Q C p _ C LL Size Range:3/8 through 2'/2" -63.6 Material:Carbon steel FIG. 248, FIG. 248L: Finish:Plain or Galvanized. LOADS(LBS)•DIMENSIONS(IN) Maximum Temperature:650°F Rod Size Standard Rod L Max Load Features:Through 1'/z; inside diameter of eye will A Thread Length-D (min) 650° F 0)t0 accommodate a bolt diameter'/8"larger than rod diameter; % • 1 3/4"and larger, inside diameter of eye will take a bolt diameter 1/2 2%z 4/4 240 1/4' larger than rod diameter. 5/8 4'/2 705es 1, Ordering:Specify rod diameter,figure number, name, rod 3/4 3 512 1,050 length and finish.Specify thread length if other than standard. '/ 3/ 6/ 1,470 1 4 714 1,940 3 A- 1'/4 5 8'/4 3,120 10 4,650 Q + �1�1��)�C(I�II��1��I��1�1�1��u��1��1�C��l� 13/a 6 12 6,380 �, D 2 8 14 8,280 z m 21/4 9 15'/z 10,900 0°� L ' 212 10 17 13,400 m /�NVI L www.anvilintl.com ,�rEa�ar,otia� 97 PH-11.11 ?owers. FASTENING INNOVATIONS GENERAL INFORMATION GENERAL INFORMATION SECTION CONTENTS IA SNAKE+® General Information 1 O Material Specifications 1 = Internally Threaded Screw Anchor Installation Specifications 2 u PRODUCT DESCRIPTION Installation Instructions 3 2 Performance Data 4 Q The Snake+anchor is an internally threaded,self-tapping screw anchor designed for performance Installation Specifications 8 J in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, Ordering Information 9 a sand-lightweight concrete and concrete over steel deck.The Snake+screw anchor is installed into v a drilled hole with a power tool and a Snake+setting tool.After installation a steel element is threaded into the anchor body. . f , „it.: ....7. 7 a GENERAL APPLICATIONS AND USES V • Suspending conduit,cable trays and strut • Pipe supports SNAKE+ W I • Interior applications/low level • Seismic and wind loading applications G corrosion environment • Fire sprinklers INTERNAL THREAD VERSION • Tension zone areas • Suspended lighting • Unified coarse thread(UNC) ® v FEATURE AND BENEFITS ANCHOR MATERIALS Q + Cracked concrete approved alternative to a dropin anchor • Zinc plated carbon steel body ,ac + Designed for use in holes drilled with standard ANSI carbide drill bits ANCHOR SIZE RANGE(TYP.) • 1/4",3/8"and 1/2"diameters N + Anchor design allows for shallow embedment and mechanically interlocks with base material V1 co SUITABLE BASE MATERIALS cu + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt j • Normal-weight concrete + Fast anchor installation with a powered impact wrench • Sand lightweight concrete 76 + Hammer not used for installation • Concrete over steel deck QJ APPROVALS AND LISTINGS • International Code Council, Evaluation Service(ICC-ES), ESR-2272 for concrete.Code compliant W0,0Nto• ,, c aF,. with the 2015 IBC,2015 IRC, 2012 IBC,2012 IRC,2009 IBC,2009 IRC,2006 IBC,and 2006 IRC. Cil z • Tested in accordance with ACI 355.2 and ICC-ES AC193 for use in structural concrete )11- , r. p1' pOq �1 to= FO COQ IJFICP under the design provisions of ACI 318(Strength Design method using Appendix D) • Evaluated and qualified by an accredited independent testing laboratory for recognition in CODE LISTED cracked and uncracked concrete including seismic and wind loading(Category 1 anchor) ICC-ES ESR 2272 CONCRETE • Evaluated and qualified by an accredited independent testing laboratory for reliability against brittle failure,e.g. hydrogen embrittlement This Product Available In • Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant f stening applications 1 pDA • FM Global(Factory Mutual)- File No. 3038104(see report for sizes) ,, www.approvalguide.com-Pipe hanger components for automatic sprinkler systems w GUIDE SPECIFICATIONS Powers Design Assist® s Real-Time Anchor Design Software it CSI Divisions: 03 16 00-Concrete Anchors and 05 05 09- Post-Installed Concrete Anchors. www.powersdesignassist.com Internally threaded anchors shall be Snake+as supplied by Powers Fasteners, Inc., Brewster, NY. o Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. 0 MATERIAL SPECIFICATIONS 0 Anchor Component Specification z a Anchor Body Case hardened carbon steel Plating Zinc plating according to ASTM B633,SC1,Type Mi(Fe/Zn 5) Minimum plating requirements for Mild Service Condition www.powers.com 1 ?owers. INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS 3 INSTALLATION SPECIFICATIONS m = Installation Information for Snake+ Screw Anchor for Single Point Applications' Anchor Property/ Notation Units Nominal Anchor Size Setting Information 2 1/4„ 318„ 1/2" el Nominal outside anchor diameter da(da)' in. 0.375 0.500 0.750 (mm) .5) (12.7) (19.1) Internal thread diameter(UNC) d in. 0.25(90 0.375 0.500 r (mm) (6.4) (9.5) (12.7) 30 Minimum diameter of hole clearance in fixture for do in. 5/16 7/16 9/16 steel insert element(following anchor installation) Z Nominal drill bit diameter dbit 3/8 1/2 3/4 ANSI ANSI ANSI O Minimum hole depth h° (mm) (51) (51) (64) XI Overall anchor length tench in. 1-1/4 1-1/4 1-11/16 (mm) (32) (32) (43) Minimum nominal embedment depth' him in. 1-5/8 1-5/8 2-3/16 (mm) (41) (41) (55) Leh , Effective embedment her (mm) Not Applicable' �28� �39� `' Maximum impact wrench power(torque) T Qew ft.Ib. 120 345 345 .ii�� (N-m) (163) (468) (468) —1 "�� Maximum tightening torque of steel insert Tma, ft.-lb. 4 8 36 10.1....- M element(threaded rod or bolt) (N-m) (6) (11) (49) eD n'�4- co Anchors Installed in Concrete Construction' o 4 4 Minimum member thickness' hmin (mm) Not Applicable° (102) (102) `D PP Critical edge distance' cac In' Not A licable° 3 4 (mm) (76) (102) n i. Minimum edge distance' cmin in. Not Applicable° 3 4 o (mm) (76) (102) '-t Minimum spacing distance' Smin (mm) Not Applicable° (6) (102) Anchors Installed in the Topside of Concrete-Filled Steel Deck Assemblies' Minimum member topping thickness hmin,deck in. Not Applicable° (83)3 1/4 (mm) Not applicable Critical edge distance Cac,deck (mm)top in. Not Applicable° 3 (76) Not app•llcable Minimum edge distance Cmin,deck,top (mm) Not Applicable° (76) Not applicable Minimum spacing distance Smin,deck,top (mm) Not Applicable° (76) Not applicable 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. 2. For installations through the soffit of steel deck into concrete,see installation detail.Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute.In addition,anchors shall have an axial spacing along the flute equal to the greater of 3hef or 1.5 times the flute width. 3. The notation in parenthesis is for the 2009 IBC. 4. The 1/4-inch diameter anchor is limited to redundant fastening design only. 5. For 3/8-inch diameters installed in the topside of concrete-filled steel deck assemblies,steel installation detail. 3 D z F> Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element F., , . ZR R 4 -> Fa D t 'tt t t 2 n 2 bit h } [ ..h A d :'''''.'%::'"F'44LL ; m n -0.%--!..: mhmin o h'' _. 1 `h' a.,.: hn .• I ch} h hef; I .h <` • •t•.h :.R _ h �_-...c hnm}' A •" ' t: 4.1 OM s • Do not exceed Tmax Do not exceed Tmax 2 www.powers.com ?owers.. FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS y1 vp .v v,„, 7 C7„ OD t v OD a v vD Vv. OD vD•p: 0 G .a' ° 4 '•""". 4 vt a, o r o vpT, 2 II - Q V 2 -7-7 Q Z 4110 Step 1 Step 2 Step 3 Step 4 LU Using the proper drill bit size,drill Select a powered impact wrench Drive the anchor into the hole Insert threaded rod or a bolt into a hole into the base material to the that does not exceed the maximum until the shoulder of the Snake+ the Snake+,taking care not to required depth. The tolerances torque, T.,,,,,,,for the selected anchor setting tool comes into contact exceed the maximum specified of the carbide drill bit used diameter.Attach the Snake+setting with the surface of the base tightening torque of the steel "' , `o should meet the requirements tool supplied by Powers Fasteners material.Do not spin the setting insert element,T .Minimum ® Q of ANSI Standard B212.15. to the impact wrench.Mount the tool off the anchor to disengage. thread engagement should be ,} L anchor onto the setting tool. at least one anchor diameter. W Q Q., Q t! Installation Detail for Snake+ in the Topside of Concrete-Filled Steel Deck floor and Roof Assemblies' H c) cu SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE 1. 3/8-inch diameter anchors may be placed in the topside of steel deck OVER STEEL DECK(MINIMUM 2,500 PSI) profiles provided the minimum topping thickness,minimum spacing I-�._ snake+Anchor distance and minimum edge distance are satisfied. a Min.3-1/4" r (TYP) —1 L o• ,�•.v6 '+,,'"V ' o b.v i, o v, v Qom! Y f Y� T T T T f f f T T 0 c Max. b• >1 ,f;`. .b-.vp. ,. Min.4-1/2" o. .v •'o c.-'.''.. 8 Min.4-1/2"(TYP) Min.12"C.C.(Typ) Upper Flute(Valley)— Lower Flute(Ridge)— No.20 Gage Steel Deck Min.— Installation Detail for Snake+ Installed in the Soffit of Concrete over Steel Deck floor and Roof Assemblies' 1. Anchors may be placed in the upper flute or lower flute of the steel STRUCTURAL SANDOVERS EEL DECK(MINIM M 3,00 SI)CONCRETE OR NORMAL WEIGHT CONCRETE deck profiles provided in minimum hole clearance is satisfied.Anchors r in the lower flute may be installed with a maximum 1-inch offset in Min.3" Clef ce Upper Flute(Valley)araneither direction from the center of the flute.The offset distance may be increased proportionally for profiles with lower flute widths greater �;•b -m: . 0, p b O m o; m. '. m • ,,, , • ,'. than those shown provided the minimum lower flute edge distance w ...,..c; T. rr...,*......f T T r. T T f is also satisfied. \ • o t" 0Yb' ..fb '` b Fr 0tp p.•0 • 0 .fb • b•• �. _ i r, Snake+ ., rn Max. .�o .�' Anchor(Typ) \'v • Min.4-112" , 3" Y. ;°f. 'si\ u,Y` (TYP) vo,f b',vp,Y. 2 Min.4-1/2" Min.12"(TYP) p (TYP) > ^Min. Lower Flute(Ridge)- 1-1/4" No.20 Gage Steel Deck Min.— o Flute Edge— 0 © 0 x z z a z z x v z v www.powers.com 3 PERFORMANCE DATA ?owers. FASTENING INNOVATIONS 3 PERFORMANCE DATA m Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)'-Z Nominal Anchor Diameter PI Design Characteristic Notation Units 3/8 inch 1/2 inch 2 Anchor category 1,2 or 3 - 1 1 NE gNominal embedment depth h°om in. 1-5/8 (41) 2-3/16 (mm) (55) r STEEL STRENGTH IN TENSION° PI ASTM A36 36.0 2 Minimum specified yield strength of steel insert element fY (N k ) (248) ASTM A193, 105.0 iiiiGrade B7 (724) ASTM A36 58.0 o Minimum specified ultimate strengthksi (400) xi of steel insert element fo3 (N/mm') ASTM A193, 125.0 101 Grade B7 (862) - Effective tensile stress area of steel insert element Ase,N inz 0.0775 0.1419 (4,011 (mm') (50) (92) 4.495 8,230 td's Steel strength in tension Nsa Ib ASTM 136 (20.0) (37.0) Z (kN) ASTM A193, 9,685 Grade B7 (43.1) . Reduction factor for steel strength'° 0 - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION" Q ..i. ,= Effective embedment he, n 1.10 1.54 (mm) (28) (39) cZ Effectiveness factor for uncracked concrete kW - 24 30 n izi Effectiveness factor for cracked concrete ku - 17 24 Modification factor for cracked and uncracked concrete' Cracked concrete=1.0 �`N Untracked concrete=1.0 R Critical edge distance cap in. 3 4 (mm) (76) (102) o --- • ; Reduction factor for concrete breakout strength' 0 Condition B=0.65 PULLOUT STRENGTH IN TENSION(NON-SEISMIC APPLICATIONS)" Characteristic pullout strength, lb uncracked concrete(2,500 psi)6 Nom.' (kN) See note 7 See note 7 Characteristic pullout strength, lb 1,665 cracked concrete(2,500 psi)' N3' (kN) See note 7 (7.4) Reduction factor for pullout strength' 0 - 0.65(Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength,seismic(2,500 psi)" eq lb See note 7 1,665 (kN) (7.4) Reduction factor for pullout strength' 0 - Condition B=0.65 PULLOUT STRENGTH IN TENSION FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, N k,° lb 1,515 1,625 uncracked concrete over steel deck"° p, (kN) (6.7) (7.2) Characteristic pullout strength, Np�� lb 1,075 1,300 cracked concrete over steel deck''° (kN) (4.8) (5.8) = Characteristic pullout strength, N lb 1,075 1,300 z cracked concrete over steel deck,seismic" '•ae6'`'nQ (kN) (4.8) (5.8) D Reduction factor for pullout strength, i concrete over steel deck' Condition B=0.65 = 1. The data in this table is intended to be used with the design provisions of ACI 318 Appendix D;for anchors resisting seismic load combinations the additional requirements of Section = D.3.3 shall apply. n 2. Installation must comply with published instructions and details. z 3. All values of 0 were determined from the load combinations of ACI 318 Section 9.2.If the load combinations of ACI 3 t8 Appendix C are used,the appropriate value of 0 must be = determined in accordance with ACI 318-11 Section D.4.4.For reinforcement that meets ACI 318 Appendix D requirements for condition A,see ACI 318-11 D.4.3 for appropriate 0 factor. 0 4. It is assumed that the threaded rod or bolt used with the Snake+anchor will be a steel element as defined by ACI 318 Section D.1.However,the anchor steel is considered a brittle steel element in tension as defined by ACI 318.D.1.Tabulated values for steel strength in tension must be used for design. 5. For all design cases use Igo =1.0.Select appropriate effectiveness factor for cracked concrete(ku)or uncracked concrete(kms). A6. For all design cases use I/4 =1.0.For concrete compressive strength greater than 2,500 psi,Npn=(Pullout strength value from table)*(specified concrete compressive strength/2500)°' For concrete over steel deck the value of 2,500 must be replaced with the value of 3,000. 0 7. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. c 8. Anchors are permitted to be used in sand-lightweight concrete provided that Nb and Np°are multiplied by a factor of 0.60(not required for steel deck). 9. Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2,Section 9.5. L. 10.Values for Np,dee are for sand lightweight concrete (fn,mm=3,000 psi)and additional lightweight concrete reduction factors need not be applied.In addition,evaluation for the concrete breakout capacity in accordance with ACI 318 Section D.5.2 is not required for anchors installed in the flute(soffit). A 11.The notation in brackets is for the 2006 IBC. 4 www.powers.com ?owers. FASTENING INNOVATIONS PERFORMANCE DATA Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 U1 Nominal Anchor Diameter O Design Characteristic Notation Units 3/8 inch 1/2 inch Z Anchor category 1,2 or 3 - 1 1 V Nominal embedment depth h m n. 1-5/8 2-3/16 z (mm) A1) (55) CC STEEL STRENGTH IN SHEAR' ASTM A36 770 1,995 Steel strength in shears Vsa lb (3.4) (8.9) Q (kN) ASTM A193, 1,655 V Grade B7 (7.4) 2 Reduction factor for steel strength3 0 - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR' 1 Nominal outside anchor diameter da(du)" in. 0.500 0.750 V (mm) (12.7) (19.1) W Load bearing length of anchor > 1.10 1.54 5 (her or 8d0,whichever is less) e (28) (39) ` Reduction factor for concrete breakout strength3 0 - Condition B=0.70 PRYOUT STRENGTH IN SHEAR' ® -Q Coefficient for pryout strength L..) (1.0 for her<2.5 in,2.0 for her z 2.5 in.) k'p 1.0 1.0 W Effective embedment her in. 1.10 1.54 NAG N, Q, (mm) (28) (39) " v Reduction factor for pullout strength' 0 - Condition B=0.70 • STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS ( I""'" I Zai ASTM A36 770 1,995 a' Steel strength in shear,seismic' Vsa,eq lb (3.4) (8.9) tom-, (kN) ASTM A193, 1,655 Grade B7 (7.4) - Reduction factor for pullout strength' 0 - Condition B=0.60 v STEEL STRENGTH IN SHEAR FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK' ASTM A36 770 1,995 Steel strength in shear,concrete over steel deck' V a,dea Ib (3.4) (8.9) (kN) ASTM A193, 1,655 Grade B7 (7.4) - ASTM A36 770 1,995 Steel strength in shear,concrete over steel deck,seismic' Vsa,de,k,eq Ib (3) (8.9) (kN) ASTM A193, 1,665 Grade B7 (7.4) - Reduction factor for pullout strength3 0 - Condition B=0.60 1. The data in this table is intended to be used with the design provisions of ACI 318 Appendix D;for anchors resisting seismic load combinations the additional requirements of ACI 318 D.3.3 shall apply. 2. Installation must comply with published instructions and details. 3. All values of#we e-determined from the load combinations of IBC Section 1605.2.or ACI 318 Section 9.2.If the load combinations of ACI 318 Appendix C are used,the appropriate value of b must be determined in accordance with ACI 318-11 D.4.4.For reinforcement that meets ACI 318 Appendix D requirements for Condition A,see ACI 318-11,D.4.3 for the appropriate 0 factor. 4. It is assumed that the threaded rod or bolt used with the Snake+anchor will be a ductile steel element as defined by ACI 318 D.1. LL 5. Tabulated values for steel strength in shear must be used for design.These tabulated values are lower than calculated results using equation D-29 in ACI 318-11(DC-20 in ACI 318-08 and ACI 318-05)and ACI 318 D.6.1.2. 6. Anchors are permitted to be used in sand-lightweight concrete provided that Vb is multiplied by a factor of 0.60(not required for steel deck).. 7. Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with ACI 355.2 Section 9.6. 8. Tabulated values for V.,dev<are for sand-lightweight concrete(f',,ia=3,000 psi)and additional lightweight concrete reduction factors need not be applied.In addition,evaluation for the concrete breakout capacity in accordance with ACI 318 D.6.2 and the pryout capacity in accordance with ACI 318 D.6.3 are not required for anchors installed in the deck soffit(flute). 9. Shear loads for anchors installed through steel deck into concrete may be applied in any direction. 10.The notation in parenthesis is for the 2006 IBC. 0 Fi0 v z V Z x V 08 Z 2 www.powers.com 5 PERFORMANCE DATA -?Owers FASTENING INNOVATIONS 3 Factored Design Strength (0N„And 0V5) Calculated In Accordance With ACI 318 Appendix D: M 1- Tabular values are provided for illustration and are applicable for single anchors installed in normal- s weight concrete with minimum slab thickness,ha =haaa,and with the following conditions: ii - ca,is greater than or equal to the critical edge distance,Cat(table values based on cal=Car). - cat is greater than or equal to 1.5 times ca,. 2- Calculations were performed according to ACI 318-11 Appendix D.The load level corresponding to the e 11--.:‘,1°...--:-;tcontrolling failure mode is listed.(e.g.For tension:steel,concrete breakout and pullout;For shear:steel, =a .." .;im concrete breakout and pryout).Furthermore,the capacities for concrete breakout strength in tension ca - �. and pryout strength in shear are calculated using the effective embedment values,hef,for theselected anchors as noted in the design information tables.Please also reference the installation specifications for . ••'�' r more information. < .o r=A : ; r-, r y•: Cali 3 Strength reduction factors(0)were based on ACI 318 Section 9.2 for load combinations.Condition B - z is assumed. e 4- Tabular values are permitted for static loads only,seismic loading is not considered with these tables. „ " ' "' .' . n --;;;-1-,...;-,;,::--,,:: = 5- For designs that include combined tension and shear,the interaction of tension and shear loads must be :;;:...,;;;. ;; ;: O calculated in accordance with ACI 318 Appendix D. 6- Interpolation is not permitted to be used with the tabular values. For intermediate base material 0 compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic i considerations please see ACI 318 Appendix D. co v IC Tension and Shear Design Strengths Installed in Cracked Concrete Pr ...):' `I sSteel Minimum Concrete Compressive Strength,f'c(psi) Uri Nominal Nominal Insert 2,500 3,000 4,000 6,000 8,000 cai 4 Anchor Embed. Element rp Size h... (Threaded '4`Nn rhean ,hsi tVn (nsi (hVn ndix D. 11 Shear T nsion Shear k Bolt) (lbs) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) • ro ASTM A36 635 500 700 805 985 Slp 1,140 500 3/8 1-5/8 . ASTM Grade B73 635 685 700 750 805 870 985 1065 1140 1,075 1/2 2-3/16 ASTM A36 1080 1,295 1,185 1,295 1370 675 � 1935 1,295 -Anchor Pullout/Pryout Strength Controls 0-Concrete Breakout Strength Controls•-Steel Strength Controls PDA® Tension and Shear Design Strengths Installed in Untracked Concrete PDA --(5, Steel Minimum Concrete Compressive Strength,f'c(psi) Nominal Nominal Insert 2,500 3,000 4,000 6,000 8,000 Anchor Embed. Element Size h�. (Threaded cbNn (JVn q Nn tVn ON n diVn q Nn tVn f Nn dtVn (in.) (in.) Rod or Tension Shear Tension Shear Tension Shear Tension S ear Tension S ear Bolt) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTM A36 900 500 985 SOO 140I 1395 1610 500 3/8 1-5/8 3 AG ode 193 900 970 985 1,060 1140 1,395 0 1610 1,075 z - , 1/2 2-2'6 3., 1865 2,040 2355 40449A am 2885 AM.4 J3 5 I,[95 n ❑-Anchor Pullout/Pryout Strength Controls ID-Concrete Breakout Strength Controls■-Steel Strength Controls n z n n z n = 0 Po O 0 E 0 IC x 6 www.powers.com ?owers. FASTENING INNOVATIONS PERFORMANCE DATA REDUNDANT FASTENING APPLICATIONSCC U For an anchoring system designed with redundancy,the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors,the fixture being attached shall be able to resist the forces acting on it assuming one of the u fixing points is not carrying load. It is assumed that by adhering to the limits placed on ni, nz and n3 below, redundancy will be satisfied. 2 Anchors qualified for redundant applications may be designed for use in normal weight and sand-lightweight cracked and uncracked concrete. Concrete compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi.The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. V Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. z Redundant applications shall be limited to support of nonstructural elements. Q Z Number of Anchorage V Points z n1 mm9 r ' m. : . . . . . °r \n2=At Least 1 Anchor Q n3 n3 n3 na Per Anchorage — Point �1 I Linear U Element 1 Q) Strength Design (Redundant Fastening): Allowable Stress Design (Redundant Fastening): cu For strength design,a redundant system is achieved by specifying Design values for use with allowable stress design shall be and limiting the following variables established taking Rd, ASD—�a• Fra n, =the total number of anchorage points supporting the — « linear element nz=number of anchors per anchorage point Where of is the conversion factor calculated as the weighted n3=factored load at each anchorage point, lbs., using load average of the load factors from the controlling load combination. combinations from IBC Section 1605.2.1 or ACI 318 The conversion factor,oc is equal to 1.4 assuming all dead load. Section 9.2 Strength Design (SD) Design values for use with strength design shall be established taking 91ra• Era. See redundant fastening design information table for Snake+ design resistance. Anchor Plate (Case Shown n2=4) 0 n2z 1 Factored Load n3 Z V 7 www.powers.com 7 INSTALLATION SPECIFICATIONS •■ owerS FASTENING INNOVATIONS 3 INSTALLATION SPECIFICATIONS M Installation Information for Snake+ Screw Anchor in Redundant Fastening Applications 30 Anchor Property! Notation Units Nominal Anchor Size Setting Information 1/4" 318" 1/2" imi 3/8" 1/2" 3/4" gNominal drill bit diameter dna in. ANSI ANSI ANSI r Nominal embedment depth hoom in. 1-5/8 1-5/8 2-3/16 (mm) (41) (41) (55) 2 Effective embedment her (mm) �Z8) 1.10 1.54 ^ (28) (39) O Minimum hole depth h° (mm) (51) 2 2 1/2 (51) (64) Plil Minimum concrete member thickness hm;n In. 3 3 3 (mm) (76.2) (76.2) (76.2) 111 Overall anchor legnth tangy in. 1-1/4 1-1M 1-11/16 fix. (mm) (32) (32) (43) Minimum eddistance,redundant fastening' c,, =ca in. 4 4 4 r ge (mm) (102) (102) (102) G Minimum spacing distance,redundant fastening' s... in. 8 g g (mm) (203) (203) (203) -S1 Pq "` Maximum tightening torque of steel insert ft-lb. 4 8 36 7,3 I'fl element(threaded rod or bolt) Tmax (N-m) (6) (11) (49) p Maximum impact wrench power(torque) TSC, ft.Ib. 120 345 345 (N-m) (163) (468) (468) q1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. z Redundant Fastening Design Information for Snake+Anchors1,2,3 0 Anchor Property/ Nominal Anchor Size Setting Information Notation Units 114" 318" 112" Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth hnom in. 1-5/8 1-5/8 2-3/16 (mm) (41) (41) (55) CHARACTERISTIC STRENGTH(RESISTANCE)INSTALLED IN CONCRETE' Number of Number of Number of anchorage points anchorage points anchorage points Resistance,cracked or uncracked concrete Ib (2,500psi) F`., (kN) n,>_4 n,>_3 n,>_4 mz3 n,z4 mz3 550 360 675 450 675 450 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Effective tensile stress area O,a - 0.65 CHARACTERISTIC STRENGTH(RESISTANCE)FOR SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK' Number of Number of Number of anchorage points anchorage points anchorage points 3 Resistance,cracked or uncracked concrete Fa lb ni z 4 m>_3 ni>_4 ni>_3 ni z 4 n,>_3 Z over steel deck(2,500 psi) (kN) 550 360 675 450 675 450 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factors 01. - 0.65 D 1. The data in this table is intended to be used with the design provisions of this product;loads may be applied in any direction. Z 2. Installation must comply with published instructions and details. 0 3. All values of 0 were determined from the load combinations of IBC Section 1605.2.1,or ACI 318 Section 9.2. 0 4. It is assumed that the threaded rod or bolt used with the Snake+anchor has minimum specified properties as listed in the table above or an equivalent steel element. 5. Anchors are permitted to be used in structural sand-lightweight concrete,provided the resistance value is multiplied by 0.6. 0 0 c w 0 A • 8 www.powers.com ?owers. FASTENING INNOVATIONS ORDERING INFORMATION Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete''''''' {A CC Minimum Concrete Compressive Strength Nominal Minimum 1/ Anchor Embedment f'c=2,500 psi(17.2 MPa) f'c=3,000 psi(20.7 MPa) f'c=6,000 psi(41.4 MPa) Diameter Depth V in. Tension Shear Tension Shear Tension Shear in. (mm) lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN)1,045 2,335 1,045 2 11/4 1-5/8 2,130 (41) (9.5) (4.6) (10.4) (4.6) - - 3/8sal CC 1-5/8 2,165 1,045 2,370 1,045 3,190 1,045 (41) (9.7) (4.6) (10.6) (4.6) (14.2) (4.6) ki 1/2 2-3/16 5,590 2,050 6,125 2,050 7,240 2,050 Nim (55) (24.9) (9.1) (27.3) (9.1) (32.0) (9.1) 2 I. Tabulated load values are for anchors installed in concrete.Concrete compressive strength must be at the specified minimum at the time of installation. Q 2. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. 3. The tabulated load values are applicable to single anchors in uncracked concrete installed at critical spacing distance between anchors and at critical edge distance. V 4. Ultimate shear capacity is controlled by steel strength of ASTM A36 element(or equivalent). W ORDERING INFORMATION Carbon Steel Snake+ Screw Anchor ® - Internal ,,,,M,*„s 1+ Q �� Cat.No. Anchor Size Embedment Thread Std.Box' Std.Ctn. a, DeptholIG 'II] 6400SD 1/4" 1-5/8" 11/32" 100 1,000 %cn 6401SD 3/8" 1-5/8" 23/32" 50 500 111G-1:3 6403SD 1/2" 2-1/2" 15/16" 50 300 livr3 c v 1. Each box comes with one free setting tool Q Setting Tool for Snake+ Screw Anchor . .2 Cat.No. Anchor Size Std.Ctn. 6402SD 1/4" 1 'r ),. 6407SD 3/8" 1 ' 6404SD 1/2" 1 s 0 O 0 x z z a a E,, a v C z a 2 v www.powers.com 9 , SAMMYS`„ DESCRIPTION/SUGGESTED SPECIFICATIONS FF Sammyiandin -:-.The Sammy X-Press°System is designed to provide direct attachment of threaded rod in metal deck X Press (22-16 gauge)and thin gauge purlin(18-16 gauge),while providing reduced installation costs in terms of time and materials. The X-Press Anchors eliminate the need for costly"armovers"in pipe hanging installations. Current methods offered for thin gauge purlin require use of a time-consuming retaining nut on the threaded portion of the fastener to prevent pullout ili "tailsj` and are not designed for use in metal deck.In many instances, access to the backside of the installed fastener is prohibited Deck,Metal by panel liner or roofing insulation. Sammy X-Press®anchors > 5 ' deliver the performance installers require without the use of a n, or retaining nut! Tubular Steel „ , ,,I,, i.-P';r The patent-pending X-Press Anchors consist of a threaded fastener and expandable sleeve. The X-Press System features an easy-to-install anchor with expanding anchoring strips that collapse to prevent pullout after installation. The Sammy X-Press°It Installation Tool assures a perfect installation every time offering the added convenience of one-tool efficiency—just drill and drive in seconds! SECONDS! • - ADVANTAGES Installs in seconds,saving time& Less jobsite material needed. installation costs. No retaining nut required. Use in applications where access to the back of t; Provides design flexibility. the installed fastener is prohibited.ie.metal 14-7 , roof deck,tubular steel,or vapor barrier fabric. ` mtrt y`s K-Pressi Swivel anei Sidewinder avl The Sammy X-Press expands to provide i , direct vertical attachment in: (XP) -Metal Deck(22-16 gauge) II Patent No. (W=s-;= 6,935,821 -Z-Purlin(18-16 gauge) [ , The Sammy X Press Swivel allows you to ._______:itiiii. , ' hang plumbpi:n extreme roof pitches: w' (5WXP) 89°in Z rlin r Patent Pending -45°in metal deck for 12/12 pitch ;; FOR The Sammy X-Press Sidewinder expands (5XP) 1 1 wT itta- to provide horizontal attachment in: OR Patent Pending ` -16 ga-3/16"steel-purlin,tubular steel. ROOF�P1tCRES ///T 7 S�4MMYS® Construction Products 12 Call or visitwww.itwconstruction.cafor general information. Visit ITW Buildex's SAMMVS web site www.sammysuperscrew.com for the most current product and technical information. f° -P APPLICATIONS APPROVALS Sprinkler Systems The X-Press System has earned the 9R21 and 25ES UL Listing. . - {. Pipes/Plumbing ;' - Electrical Lighting and Fixtures . .14:.:.::::'''',.1_ HVAC Equipment and Fixutres ‘,...i: ....* �!. # ?. „.?!.,744-'7' TOON TOOL SAMMYINSTALLATION X-PRESS IT® INSTALLATIOL CTIONS -- s: INSTALLATION INSTRU " UXPIT „ u Patent Pending— ^ c } PART MODEL DESCRIPTION EACH NUMBER QTY *:4 �. 8194910 UXPIT* Universal X Press It Tool 1 . Pre Drill. Attach Sleeve. Insert Anchor. Install. 8152910 XPDB 25/64”Drill Bit 1 To watch a video demonstration of the Sammy X-Press,visithttp.//www.sammysuperscrew.com/sammyxpress.htm *Tool Includes:Sleeve,Bit Receiver,Hex Wrench,and 25/64"Drill Bit. s Con/4sMtcttonVV Products Call our toll free number 800-387-9b92 or visitsammysuperscrew.www.itwconstructionmmforthr th e formgeneral information. SA' MMYS® 513 Visit ITW Buildex'sSAMMYSwebsite wwwost current product and technical information. amn SAMMYS X-Press Vertical Mount ROD PART ULTIMATE TEST TEST MIN MAX BOX CASE SIZE NUMBER MODEL DESCRIPTION PULLOUT c�us LOAD ® LOAD THICK THICK QTY AS APPLICATION QTY (LBS) LISTED (LBS) APPROVED (LBS) (---\ A, 1146 185(Luminaire) .027" 1/4" 8181922 XP 200 X-Press 200 .125" 25 125 Metal Deck (22ga) 250(Luminaire) .056" (XP) 850(2W Pipe) Patent ND. 1146 185(Luminaire) 940(2"Pipe) 027" 6,935,821 3/8" 8150922 XP 20 X-Press 20 (22ga) 250(Luminaire) 1475(4"Pipe) .027" .125" 25 125 Metal Deck 283(Conduit&Cable) .056" 1250(3W Pipe) .060" 3/8" 8153922 XP 35 X-Press 35 1783 85(Luminaire) 940 (2"Pipe) .105" .125" 25 125 Purlin (16 ga) 250(Luminaire) 1475 (4"Pipe) .027" 416(Conduit&Cable) .056" Metal Deck r 3/8" 8150922 XP 20 Sammy 1146(22ga) 850(21/2 Pipe) Pre-Pour Structural Concrete@ 3000 psi3 25 125 (Pre-Pour) X-Press 20 Post-Pour Range II LWC..35 PCF(lbs/Ft) Metal Deck (Post-Pour) Pre-Pour Structural Concrete(a 3000 psi Post Pour Range II LWCs 35 PCF(lbs.ft) s': SAMMYS X Press Swivel Head® ROD PART ULTIMATE ® TEST ® TEST MIN MAX BOX CASE SIZE NUMBER MODEL DESCRIPTION PULLOUT c us LOAD LOAD THICK THICK QTY QTY APPLICATION (LBS) LISTED (LBS) APPROVED (LBS) 750(2"Pipe) szPl 170 vertical(Luminaire) FOR 80@45°(Luminaire) Swivel 1061(22 ga Vertical) Parent Pending t[0:. 3/8" 8294922 SXP 20 X-Press 20 829(45°Off Vertical) 283 vertical 635 (2"Pipe) .027" .125" 25 125 Metal Deck 01k (Conduit&Cable) T ;,�i 233 @ 45° RO05 PITCRES (Conduit&Cable) 1500(4"Pipe) 250 vertical(Luminaire) Swivel 1675(16 ga Vertical) 80 @ 90°(Luminaire) 3/8" 8295922 SXP 35 X-Press 35 1558(89°Off Vertical) 500 vertical 635(2"Pipe) .060" .125" 25 125 Purlin (Conduit&Cable) 333 @ 89° (Conduit&Cable) 1/2" 8272957 SXP 2.0 Swivel 1061(22 ga Vertical) .027" .125" 25 125 Metal Deck X-Press 2.0 829(45°Off Vertical) 1/2" 8271957 SXP 3.5 Swivel 1675(16 ga Vertical) .060" .125" 25 125 Purlin X-Press 3.5 1558(89°Off Vertical) SAMMYS X-Press Horizontal Mount t ROD PART ULTIMATE TEST TEST MIN MAX BOX CASE SIZE NUMBER MODEL DESCRIPTION PULLOUT c®us LOAD ® LOAD THICK THICK QTY QTY APPLICATION LISTED (LBS) APPROVED (LBS) TM SdewinderX-Press 1250(3W'Pipe) 3/8" 8293957 SWXP 35 dewin35 1798(16 ga) 80(Luminaire) 416(Conduit&Cable) .060" .125" 25 125 Purlin iti Patent Pending(SWXP) t i ...: !THY SAMMYS Y�� 800-387-9692 ConstructioneProduct 514 SAMMYSCaourtollfreenumbernsuperscrew.orvisitthemotwcrrentproductan.ca forgeneralinformation. Visit ITW Buildex's web site www.sammvsuperscrew.com for the most current product and technical information. SAMMYS X-Press for Seismic Restraint DESCRIPTION 45°W ensure Proper FEATURES BENEFITS insta!!ation! ' Structural attachment and Reduced installation cost. restraint component combined; Design flexibility. LI' ready for selected rod. 7 Less on site material(GO GREEN). Access to the back of fastener ;I• not required. Less material coordination. \' ■ .' Does not require use of a Aesthetically pleasing. Cort-Porno / Metal ♦ittlk retaining nut. E T --. EO ( ) Quick and easy installation. c�1 FR , ° 43 II,� U!R`'REMEN B. .:) FOR 3/8" AND 1/2" RODS SPECIFICATIONS :.- cA,� /Ewa° ...° %. sEMNIC Do ' SXP 20 AND SXP 35 FOR 3/8"ROD \CATE6oR►E r Structural attachment for installation of branch/end of line restraint usingC.D.E Restrained Pipe Size: Up to Schedule 40 pipe 2' or less "`��- 3/8"all thread(.299"OD)or end thread rod(.374"OD). Max Length of SY ri(,for 3 r: r;f•ci:Designed for use in metal deck ranging from 22 ga. Restraint Material: See Maximum Horizontal Load Tables below. through 18 ga.in low slope or pitched roof designs(12/12). Maximum Angle: 45°from horizontal :' for £'"Rod:Designed for use in steel purlin ranging from 16 ga. Material: Carbon Steel through 1/8"in low slope or pitched roof designs(12/12). The Swivels may be used to attach short length of rod to eliminate lateral Screw Description: 1/4"-20 x 1-1/8"with expandable sleeve sway bracing per NFPA 13,9.3.5.3.8,(2007). Finish: Electro-Zinc SXP 2.0 AND SXP 3.5 FOR 1/2"ROD Testing: Tested to GR-63-CORE Standard for performance in Structural attachment for installation of branch/end of line restraint using structural steel in seismic restraint applications as outlined for use in NFPA 13(2007), 1/2"all thread(.405"OD)or end thread rod(.500"OD). 9.3 at an independent test lab.The calculated force used for the testing was equal to that found in a Zone 4 and an 8.4 Richter scale seismic event. SXP 2.(.-or Designed for use in metal deck ranging from 22 ga. Listing for 3/8"Rod: UL 203 listed as pipe hanger File EX 5098 FM through 18 ga in low slope or pitched roof designs(12/12). -SXP 20(22 ga.)0-45°from horizontal 2"Schedule 40 pipe SXP 3.5 for 1'2"Rfd:Designed for use in steel purlin ranging from 16 ga. -SXP 35(16 ga.)0-90°from horizontal-3-1/2"Schedule 40 pipe u�us through 1/8"in low slope or pitched roof designs(12/12). UL 203A File EX 15565 COU5 The Swivels may be used to attach short length of rod to eliminate lateral LISTED Fil Listing for 1/2"Rod: UL 203A File EX 15565 UL Us sway bracing per NFPA 13,9.3.5.3.8,(2007). s.E° SAMMYS X-Press Swivels -Seismic Restraint ROD PART MODEL MIN MAX APPLICATION BOX CASE INSTALLATION TOOL SIZE NUMBER THICKNESS THICKNESS QTY QTY 3/8" 8294922 SXP 20 22 ga 18 ga. Metal Deck 25 125 1/2" 8272957 SXP 2.0 22 ga 18 ga. Metal Deck 25 125 The SWXP 35 must be installed with UXPIT Tool(Part No. 3/8" 8295922 SXP 35 16 ga 1/8" Purlin 25 125 8194910);pre-drilling required. 1/2" 8271957 SXP 3.5 16 ga 1/8" Purlin 25 125 Maximum Rod Length for 1/r=700, 200, 300, and 400 Least Radius of Maximum Rod Length for Ur(ft) Restraint Shape and Size Nominal Diameter Area(in.) Gyration,r(in.) Ur=100 Ur=200 Ur=300 Ur=400* Rods(all thread) 3/8 in. 0.07 0.075 0.6 1.3 1.9 2.5 1/2 in. 0.129 0.101 0.8 1.7 2.5 3.4 Rods(threaded at ends only) 3/8 in. 0.11 0.094 0.8 1.6 2.4 3.1 1/2 in. 0.196 0.125 1.0 2.1 3.1 4.2 Reference:NFPA 13,(2007) *Reference:NFPA 13,(2010) ITN7 Construction Products Call our toll free number 800-387-9692 or visit www.itwconstruction.ca for general information SAMMYS® S 15 Visit ITW Buildex's SAMMYS web site www.sammysuperscrew.com for the most current product and technical information. SAMMYS /! l 'u ,a c,:, h &e a f R o i,it rir-si-----.17------T,,o ONE 41 DESCRIPTION (SIDEWINDER) , "'R i r4,.,:_skty,,,, sSWXP 35 FOR 3/8"ROD L: : _ sCAti� fIESTED TO Structural attachment for installation of branch/end of line restraint using j,SE,W%DES" 1 3/8"threaded rod.Used primarily in purlin,bar joist,or other steel structural gpTESORIE.E. F D members.These fastening systems provide a secure and economical attachment to the structure. The SWXP 35 model provides upper structural attachment in a range of steel thicknesses,from 16 ga.through 1/8".An expandable sleeve is included with each fastener,eliminating need for retaining nut. -vi- v, r SPECIFICATIONS Restrained Pipe Size: Up to Schedule 40 pipe 2"or less II Max Length of '' Restraint Material: See Maximum Horizontal Load Tables below. , ' Maximum Angle: 45°from horizontal Material: Carbon SteelC) )1 ) SWIYe�S I0 45ot0ensure Screw Description: 1/4"-20 X 1-1/8"with expandable sleeve proper Finish: Electro Zinc(cap&screw) Installationi Testing: BX Report#R-1362 Listing: UL 203 as a pipe hanger 41) UL 203A pending LISTEDUS SAMMYS Sidewinders for Concrete - Seismic Restraint ROD PART MODEL MIN MAX APPLICATION BOX CASE INSTALLATION TOOL SIZE NUMBER THICKNESS THICKNESS QTY QTY The SWXP 35 must be installed 3/8" 8293957 SWXP 35 16 ga. 1/8" Steel Purlin or Bar Joist 25 125 with UXPIT Tool(Part No.8194910); pre-drilling required. i. ,-.,,,:54:-.,; Maximum Horizontal Loads for Restraint with l/r=100, 200, 300, and 400 Restraint Shape and Size Nominal Diameter Area(in.2) Least Radius of Maximum Rod Length for Ur(ft) Gyration,r(in.) Ur=100 Ur=200 Ur=300 Ur=400* 3/8 in. 0.07 0.075 0.6 1.3 1.9 2.5 Rods(all thread) 1/2 in. 0.129 0.101 0.8 1.7 2.5 3.4 Rods(threaded at ends only) 3/8 in. 0.11 0.094 0.8 1.6 2.4 3.1 1/2 in. 0.196 0.125 1.0 2.1 3.1 4.2 Reference:NFPA 13,(2007) *Reference:NFPA 13,(2010) /OT 1 SAMMYS* ConstructionaeProductsinformation S 16 Call our toll free number 800-387-9692 or visit www.itwcons[ruction.ca for general information. Suit ITW Buildex's SAMMVS web site www.sammysuoerscrew.com for the most current product and technical information. 14795 SW 72"d AVENUE DELT,A PORTLAND, OR 97224 PHONE: 503.620.4020 FAX: 503.620.1058 FIRE , INC. \ANVWDELTAFIRE.COM CCB# 64174 SPRINKLER HEADS FIRE PROTECTION CONTRACTORS Bulletin 148 Rev.H Re ® ® Model F1 FR QREC Series K8.0 (115 metric) 5 Quick Response Extended Coverage Sprinklers A complete line of UL Listed and FM Approved quick response extended coverage sprinklers for light hazard applications. eta : 4,,.. Horizontal Sidewall Sprinklers are approved . for installation 4" - 12" (102mm - 305mm) g below the ceiling. Model Fl FR QREC Sprinkler Types Extended Coverage Pendent Extended Coverage Horizontal Sidewall Extended Coverage Recessed Extended • EC-9 Deflector Pendent Coverage Pendent Model Fl FR QREC Recessed Sprinkler Types Recessed Extended Coverage Pendent Recessed Extended Coverage Horizontal Sidewall: • EC-9 Deflector For Model F1 FR ()REG 1/2" K 5.6 (80) Sprinkler Types refer to Bulletin 028. Extended Coverage Recessed Extended Horizontal Sidewall EC-9 Coverage Horizontal Sidewall Approval Organizations EC-9 1. Underwriters' Laboratories, Inc. (UL) 2. Underwriters Laboratories of Canada(ULC) 3. Factory Mutual Approvals (FM) 4. NYC MEA 258-93-E UL Listing Category The glass bulb consists of an accurately controlled amount Sprinklers, Automatic & Open of special fluid hermetically sealed inside a precisely manu- factured glass capsule. This glass bulb is specially con- Quick Response Extended Coverage Sprinkler structed to provide fast thermal response. The balance of UL Guide Number parts are made of brass, copper and beryllium nickel. VNIV The temperature rating of the sprinkler is identified by the Note:Consult appropriate FM Installation Standards color of the glass bulb. regarding limitations of room size, ceiling height and Application minimum wall fire resistance rating. Quick response sprinklers are used in fixed fire protec- Product Description tion systems: Wet, Dry, Deluge or Preaction. Care must be Reliable Models F1 FR QREC and F1 FR QREC Recessed exercised that the orifice size, temperature rating, deflector Sprinklers are quick response sprinklers which combine the style and sprinkler type are in accordance with the latest durability for a standard sprinkler with the attractive low pro- published standards of the National Fire Protection Asso- file of a decorative sprinkler. ciation or the approving authority having jurisdiction. Quick The Models Fl FR QREC and Fl FR QREC Recessed Auto- response sprinklers are intended for installation as specified matic Sprinklers utilize a 3.0mm frangible glass bulb. These in NFPA 13. sprinklers have demonstrated response times in laboratory tests which are five times faster than standard response sprinklers. This quick response enables these sprinklers to apply water to a fire faster than standard response sprinklers of the same temperature rating. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model Fl FR QREC Pendent Sprinkler Deflector: EC I Installation Wrench: Model D Sprinkler Wrench or Model W2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy r1Yltf Installation Data: Nominal Sprinkler tl. Nominal Thread K-Factor Sprinkler Temperature Approval Identification Orifice Size US Metric Length Rating Organizations Number(SIN) 17/32" 3/4"NPT 8.0 115 2.2" 135°F(57°C) 1,2,3,4 R4842 r (20mm) (R3/4) (56.1mm) 155°F(68°C) Model Fl FR QREC Recessed Pendent Sprinkler Deflector: EC Installation Wrench: Model GFR2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy Installation Data: Nominal S rinkler Nominal Thread K-Factor Sprinkler Temperature Approval(' p Orifice Size Length Rating Organizations Identification US Metric Number(SIN) 17/32" 3/4"NPT 8.0 115 2.2" 135°F(57°C) 1, 2,3,4 R4842 (20mm) (R3/4) (56.1mm) 155°F(68°C) 11)Refer to escutcheon data table for dimensions. Model Fl FR QREC Pendent and Recessed Pendent Required Minimum Flow/Pressure Maximum Flow Rate Pressure Coverage Area 2 1/4"HOLE DIA. gpm (L/min) psi(bar) Width x Length [5715mm] ft.x ft.(m x m) 1 15/16"DIA �— [49.21 mHV 26 (98.4) 10.6(0,7) 16 x 16 (4.9 x 4.9) r---- 33 (125 0)_ 17.0(1,2) 18 x-4Z--(5.5 x 5.5) I"X 3/4"REDUCER 40 (151.4) 25.0(1,7) 20 x 20 (6.0 x 6.0)(2) TURN COLLAR OR 1"X 1/2"REDUCER UNTIL TIGHT (2)UL/ULC Listed for both Pendent and Recessed Pendent at AGAINST WRENCH BOSSKLER 135°F(57°C)only. FACE OF FITTING TO l _. - -. _ 1 C= — U. CEILING DIMENSION(2,) 1/8" 1/8" ADJUSTMENT(2) _� off't/ef �,�� 1 r[3.18mm] glow A..121 lik IAS 2 27/32 DIA. [72.23mm] 136FG028 2. Model Fl FR QREC Horizontal Sidewall Sprinkler Deflector: EC-9 Installation Wrench: Model D Sprinkler Wrench of Model W2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy Installation Data Nominal S rinkler Nominal Thread K-Factor Sprinkler Approval(2) Temperature p Orifice Size Length Organizations Rating Identification .,, US Metric Number(SIN) . , 4. "/32" 3/4" NPT 2.85 135°F (57°C) (20mm) (R3/4) 8.0 115 (72.4mm) 1,2,3,4 155°F (68°C) R4862 175°F (79°C) Model F1 FR QREC Recessed Horizontal Sidewall Sprinkler Deflector: EC-9 Installation Wrench: Model GFR2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy Model Fl FR QREC Horizontal Sidewall and Recessed Horizontal Sidewall Required Minimum Flow/Pressure Flow Rate Pressure Maximum Approval(2) Deflector to Ceiling gpm(L/min) psi(bar) Coverage Area Temperature Organizations _ Dimension UL FM UL FM Width x Length Rating') Min.-Max. ft.x ft.(m x m) F1 F2 Inches(mm) 26 (98.4) - 10.6 (0,7) - 16 x 16 (4.9 x 4.9) 135°F (57°C) 6-12 (153-305) 29 (109.8) 32 (121.1) 13.1 (0,9) 16.0 (1,1) 16x16 (4.9x4.9) 4-12 (102-305) 29 (109.8) 36 (136.3) 13.1 (0,9) 20.2 (1,4) 16 x 18 (4.9 x 5.5) 155°F (68°C) 1,2,4 1,2,3,4 4-12 (102-305) 32 (121.1) 40 (151.4) 16.0 (1,1) 25.0 (1,7) 16x20 (4.9x6.0) 4-12 (102-305) 36 (136.3) 44 (166.6) 20.2 (1,4) 30.2 (2,1) 16x22 (4.9x6.7) 175°F (79°C) 4-12 (102-305) 39 (147.6) 48 (181.7) 23.8 (1,6) 36.0 (2,5) 16x24 (4.9x7.3) 4-12 (102-305) 33(124.9) 17.0(1,2) 18 x 18(5.5 x 5.5) 135°F (57°C) 4- 12(102-305) 39(147.6) 23.8(1,6) 14 x 26(4.3 x 7.9) 135°F (57°C) 4-6(102-153) 40(151.4) 25.0(1,7) 18 x 22(5.5 x 6.7) 135°F (57°C) 4-12(102-305) 46(174.1) 33.1 (2,25) 14 x 26(4.3 x 7.9) 135°F (57°C) 1,2 1,2 6- 12(153-305) 33(124.9) 17.0(1,2) 18 x 18(5.5 x 5.5) 155°F (68°C) 4-12(102-305) 40(151.4) 25.0(1,7) 18 x 22(5.5 x 6.7) 155°F (68°C) 4- 12(102-305) 46(174.1) 33.1 (2,25) 14 x 26(4.3 x 7.9) 155°F (68°C) 6- 12(153-305) (0 FM Approval of recessed sprinkler-135°F(57°C)and 155°F(68°C)only. (2)Refer to escutcheon data table for dimensions. FACE OP MING ID(A) CEILING DINENSIDN 1-' 4'TO Jr TURN SPRING COLLAR •III UNTIL TIGHT AGAINST I SPRINKLERY/tQE'NChI -r4411}`�rd BOSS J 15/18• t{{{�{{1{It{I Dia MPII I,;I 1'111 . -11 1 RECOMMENDED 2 1/4"DIAMETER ( AOZIS1WTTT 71BFG02 3. Installation Sprinkler Types Quick response sprinkler are intended for installation as Extended Coverage Pendent specified in NFPA 13. Quick response sprinklers and stan- Extended Coverage Sidewall dard response sprinklers should not be intermixed. • EC-9 HSW Deflector The Model F1FR QREC Recessed Sprinklers are to be in- Recessed Extended Coverage Pendent stalled as shown. The Model F1 or F2 Escutcheons illus- Recessed Extended Coverage Sidewall trated are the only recessed escutcheons to be used with • EC-9 HSW Deflector the Model F1 FR QREC Sprinklers. The use of any other Finishes(1) recessed escutcheon will void all approvals and negate all Standard Finishest'1 warranties. Sprinkler Escutcheon When installing Model F1FR QREC Sprinklers, use the Bronze Brass Model D Sprinkler Wrench or Model W2 Sprinkler Wrench. Chrome Chrome When installing Model F1FR QREC Recessed Pendent or White&Black Polyester(3) White Recessed Sidewall Sprinklers, use the Model GFR1 Sprin- Special Application Finishes kler Wrench. Any other type of wrench may damage these Sprinkler(2) Escutcheon Sprinklers. Electroless Nickel PTFE(3) Electroless Nickel PTFE Glass bulb sprinklers have orange bulb Bright Brass Bright Brass p g protectors to Black Plating Black Plating minimize bulb damage during shipping, handling and In- Black Paint Black Paint stallation. REMOVE THIS PROTECTION AT THE TIME THE Off White Satin Off White SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE Chrome Chrome Dull PROTECTION. Removal of the protectors before this time (n Other colors and finishes are available on special order. Consult may leave the bulb vulnerable to damage. RASCO wrench- factory for details. es are designed to install sprinklers when covers are in (2)FM Approval limited to bronze,bright and satin chrome plated, and polyester coated only. place. REMOVE PROTECTORS BY UNDOING THE CLASP (3>cULus Listed Corrosion Resistant Sprinkler BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- TECTORS. Escutcheon Data Maintenance Escutcheon "A" Face of Fitting The Models Fl FR QREC and Fl FR QREC Recessed Sprin- Model Adjustment Dimension to Ceiling or Wall Dimension klers should be inspected and the sprinkler system main- F1 3/4„ 19mm 3/4^(19mm))1) 3/16"(5mm)- tamed in accordance with NFPA 25. Do not clean sprinklers ( ) 13/8"(35mm)y2> 75/16"(24mm) with soap and water, ammonia or any other cleaning fluids. F2 1/2 13mm 1" (25mm))1) 3/16"(5mm)- Remove dust by gentle vacuuming. Replace any sprin- ( ) 19/16"(40mm))2) 11116"(18mm) kler which has been painted (other than factory applied) or (1)EC Pendent damaged in any way. A stock of spare sprinklers should be 2)EC Hsw maintained to allow quick replacement of damaged or op- Ordering Information erated sprinklers. Prior to installation, sprinklers should be Specify: maintained in the original cartons and packaging until used 1. Sprinkler Model: F1FR QREC to minimize the potential for damage to sprinklers that would 2. Sprinkler Type cause improper operation or non-operation. 3. Temperature Rating 4. Sprinkler Finish Temperature Ratings 5. Thread Type: [3/4" NPT] [ISO 7-1R3/4] Sprinkler Maximum 6. Escutcheon Type Bulb Classification Rating Ambient Temp. Color 7. Escutcheon Finish (where applicable) °F °C °F °C Ordinary 135 57 100 38 Orange Note: When Model F1FR Recessed sprinklers are or- Ordinary 155 68 100 38 Red dered, the sprinklers and escutcheons are pack- Intermediate 175 79 150 66 Yellow aged separately. Maximum Working Pressure 175 psi (12 bar) SIN R4842&R4862 cULus listed for 250 psi(17 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) The equipment presented in this bulletin is to be installed in accordance with the latest published 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 applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co., Inc. t Recycled Reliable® (800)4341-1588 Sales Offices til► Paper (800)848 6051 (914)829 2042 Sales Fax Revision lines indicate updated or new data. Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.03/17 P/N 9999970142 Bulletin 002 Rev. G R Model F4FR-NF Reliabl Non-Ferrous Quick Response o Concealed Automatic Sprinkler for MRI Type Applications The Non-Ferrous ConcealerTM Features 1. Completely Non-Ferrous material designed for MRI rooms. 2. Laboratory tested in an MRI room environ- . 1. ', y ment. 3. Cup and skirt fabricated from brass. 4. Simple sturdy cover attachment. 5. Smooth aesthetic ceiling profile. 6. Available in bright brass, chrome and black plated, and white or other color painted fin- ishes. 7. Ordinary temperature rating. 8. Threaded cover plate (Solid or Perforated) does not require clips or springs. \\ Listings and Approvals either solid or perforated, in a wide variety of colors and fin- Listed by Underwriters' Laboratories Inc. and UL certi- ishes to blend into the ceiling. fled for Canada (cULus). The Model F4FR-NF Non-Ferrous ConcealerTM is designed Note:Approvals are light and ordinary hazard. for use where aesthetic appearance is important. It is a quick- response, concealed, standard spray pendent sprinkler in- UL Listing Categories tended for use in accordance with NFPA 13. The 1/2" (13 Sprinklers, Automatic & Open mm)cover plate adjustment of the Non-Ferrous ConcealerTM Quick Response Sprinkler can eliminate the need for precise cutting of drop nipples. UL Guide Number The threaded cover plate assembly can be adjusted without VNIV tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Application Product Description The Reliable Model F4FR-NF Non The Model F4FR-NF Non-Ferrous ConcealerrM is a quick- Ferrous ConcealerTM is designed ,. response sprinkler that uses either a 135°F(57°C)or a 155°F specifically for MRI rooms. The sprin- (68°C)3mm diameter glass bulb in a standard style sprinkler kler assembly was tested in a labo- frame with a drop-down deflector. This assembly is recessed ratory with a magnetic field up to 6 ppolak ay. into the ceiling and concealed by a flat cover plate. The cov- Tesla. The highest clinical magnet er plate and sprinkler cup assemblies are attached using a system commercially available today is 3 Tesla. There was strong threaded engagement. This threaded engagement no recorded influence of the magnetic field on the sprinklers. provides 1/2"(13mm)of cover adjustment. The cover plate is The test exposed the sprinklers to magnetic fields and field attached to the skirt using 135°F(57°C)ordinary temperature gradients that would far exceed a standard peripheral MRI classification solder. When the ceiling temperature rises,the room environment, solder holding the cover plate fuses,thus releasing the plate The Model F4FR-NF is a versatile, concealed, quick-re- and exposing the sprinkler inside. The subsequent shatter- sponse standard spray pendent sprinkler. This sprinkler of- ing of the sprinkler bulb opens the waterway and causes the fers an attractive appearance and 1" (13mm) cover adjust- deflector to drop into position to distribute the discharging ment for ease of installation. The small diameter cover plate water. Any secure engagement between the cover plate and is easily and positively attached.The cover plate is available, cup will assure that the drop-down deflector is properly lo- cated below the ceiling. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Installation Do not install The Non-Ferrous ConcealerTM in ceilings klers shall have a 1/2" NPT with a nominal K-factor of 5.6 (80 which have positive pressure in the space above. In addition, metric). Sprinklers shall have a temperature rating of[135°F inspect all sprinklers after installation to ensure that both the (57°C)][155°F(68°C)]. Cover plates shall be specifically list- gap between the cover plate and ceiling and the four(4)slots ed for use with the sprinklers and shall have a temperature in the cup are open and free from any air flow impediment. rating of 135°F(57 °C). Sprinkler Cover plates shall be ca- After a 25/" diameter hole is cut in the ceiling,the sprinkler gable of providing 1/2" of adjustment and shall attach to the is to be installed with the Model G4 Wrench. When installing sprinkler cup by a strong threaded engagement. The sprin- . a sprinkler, the wrench is first positioned into the sprinkler/ kler cup shall be reinforced with an attached brass wrench- cup assembly until two wrench tangs fully engage drive slots ing plate to protect the sprinkler cup from damage during in the top of the cup (there are two pairs of drive slots in the installation. Sprinklers shall be cULus Listed for Light Hazard cup). The sprinkler is then tightened into the pipe fitting to and Ordinary Hazard occupancies. Cover plate finish shall a torque of 8 to18 ft-lbs (11 to 24 N-m). When inserting or be: [Chrome] [White] [Specialty-specify]. Quick Response removing the wrench from the sprinkler/cup assembly care Concealed Pendent Sprinklers shall be the Reliable Non-Fer- should be taken to prevent damage to the sprinkler. DO NOT rous ConcealerTM, SIN RA0212. WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP Ordering Information (1) Other finishes and colors are ASSEMBLY. Specify available on special order. 1. Sprinkler Model Consult factory for details. MaintenanceCoverplate custom paint is 2. Cover Plate Finish semi-gloss, unless specified The Model F4FR-NF should be inspected and the sprin- kler system maintained in accordance with NFPA 25. Do not Cover Plate Finishest1) otherwise. 2 For the perforated style cover- clean sprinklers with soap and water, ammonia or any other Standard Finishes plate, consult factory for avail- cleaning fluids. Replace any sprinkler or cover plate that has Chrome ability on these and other cus- been painted(other than factory applied)or damaged in any White tom finishes. way. A stock of spare sprinklers should be maintained to al- Special Application Installation Wrench low quick replacement of damaged or operated sprinklers. Finishes(2) Model G4 Sprinkler Wrench Prior to installation, sprinklers should be maintained in the Bright Brass original cartons and packaging to minimize the potential for Finished Bronze Note: Paint or any other coatings damage to sprinklers that would cause improper operation Black Plating applied over the factory or non-operation. Black Paint finish will void all approvals and warranties. Off White Engineering Specification Satin Chrome Sprinklers shall be cULus Listed, non-ferrous, quick re- sponse concealed pendent sprinklers specifically designed 125F001 1"x 1/2"REDUCING TEE OR ELBOW and tested for use in MRI type applications, and able to 1p�' + illI withstand exposure to a magnetic field of up to 6 Tesla. The I II sprinkler frame and cover plate assembly shall be of all brassI I I — • i construction, including the drop-down deflector and sprin- 2 5/8"DIA kler cup assembly. The water seal shall consist of a Teflon E_-_ CEILING HOLE 2 3/8"DIA. liarEwc film coated Belleville spring washer and bulb/machined cup ' I assembly utilizing a 3 mm glass bulb thermal element. Sprin- SPRINKLERSEM °°° ,i'l11till 2 5/8"MAX. Q FACE OF FITRNG TO (lli[�j�� i� CEILING DIMENSION CEILING 1 Temperatures Ratings 1 4`f ill i, COVER PLATE Max. Ceiling �ASS£MBLY Classification Sprinkler Cover Plate Temp. '„"'' _ r Ordinary 135°F/57°C 135°/57°C 100°F/38°C 155°F/68°C I/2.MAX COVER ADJUSTMENT ..—ii ..----....—_----- 3 5/16 DIA 3/16"J Installation Data 1/2" NPT(RY) inlet - Figure 1 Total Nominal Nominal Sprinkler Adjustment Orifice K Factor Thread Approval Identification US Metric Number(SIN) 1/2"(13mm) 1/2"(15mm) 5.6 80 1/2" NPT(R1/2) cULus RA0212 The equipment presented in this bulletin is to be installed in accordance with the latest published 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 applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled (800)431-1588 Sales Offices Paper ReHabi (800)848 6051 Sales Fax Revision lines indicate updated or new data. (914)829 2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.04/15 P/N 9999970241 VicFlexTM Sprinkler Fittings jctaulic. Series AH1, AH2 and AH4 Braided Flexible Hose Assemblies 10.85 • Brackets: 411111,MVIC Style AB1 for suspended and hard-lid ceilings, allows installation before ceiling tiles in place Style AB2 for hard-lid ceilings, allows for vertical sprinkler — adjustment . 7. Style AB4 for hard-lid ceilings with hat furring channel ------- grid systems, allows for vertical sprinkler adjustment Approvals/Listings: Style AB7 for suspended ceilings and hard-lid ceilings ® c go us VdS LPCB Style AB7 Adjustable for suspended and hard-lid ceilings LISTED G412024 1041-01 Style AB8 for hard-lid ceilings (regionally available) See Victaulic Publication 10.01 for more details. Style AB9 for hard-lid ceilings with hat furring channel --:-- grid systems Product Description: Style AB1O for Armstrong®TechZone- ceilings VicFlex sprinkler fittings provide sprinkler installation on suspended ceiling grids, wood or metal stud/joist or hat furring channel hard-lid ceilings utilizing a flexible, stainless steel hose and steel bracket assembly. Refer to the Installation Manual for all applicable ASTM ceiling material and installation standards. System Components • Hoses: Series AH1 Braided Hose Series AH2 Braided Hose Series AH4 Braided Hose Assembly lengths: 31, 36, 48, 60, 72"/790, 914, 1220, 1525, 183Omm. Note: length includes branch-line nipple and 5.75714Omm straight reducer. • Sprinkler Reducers: 1/2" and 3/4"/15 and 20 mm sprinkler connections and 5.75"/140mm, 9"/23Omm, 13"/33Omm straight lengths and short, long 90° elbows. Note:The short 90° elbow is typically used with concealed sprinklers while the long 90°elbow is typically used in the installation of recessed pendent sprinklers. • Branch Connections: 1"/25mm NPT or BSPT branch line nipples for attaching to rigid pipe. 3/4'120mm NPT or BSPT available for VdS. Job/Owner Engineer System No. Spec Section Location Paragraph Contractor Approved Submitted By Date Date • victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. 1 ictaulic° victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Technical Specifications: Material Specifications: Maximum Working Temperature: 225°F/107°C • Series AH1 Maximum Working Pressure: Flexible Hose: 300-series Stainless Steel • 200 psi/1375 kPa (FM Approval) Collar/Weld Fitting: 300-series Stainless Steel • 175 psi/1206 kPa (cULus Listed -Series AH1 and AH2 only) Gasket Seal: Victaulic EPDM • 1600 kPa/232 psi (VdS/LPCB Approved) Isolation Ring: Nylon Connections: Nut and Nipple: Carbon Steel, Zinc Plated To branch line (inlet) via 1"/25.4 mm NPT or BSPT male thread Reducers (l or 3/4"): Carbon Steel, Zinc-Plated OR • Series AH2 To branch line (inlet) via 3/4720 mm BSPT male thread (VdS only) Flexible Hose: 300-series Stainless Steel To sprinkler head (outlet) via 1/2" or 3/4"/15 mm or 20 mm Collar/Weld Fitting: 300-series Stainless Steel NPT or BSPT female thread Gasket Seal: Victaulic EPDM Minimum Bend Radius: • 7"/178 mm (FM Approval) Isolation Ring: Nylon • 2"/51 mm (cULus Listed - Series AH2 only) Nut and Nipple: Carbon Steel, Zinc Plated • 3776.2 mm (cULus Listed - Series AH1 only) Reducers (lh or 3/4): Carbon Steel, Zinc-Plated • 3776.2 mm (VdS/LPCB Approved) • Series AH4 Maximum Allowable Sprinkler K-Factors: • FM (1/2"/15mm reducer) K5.6/8,1 (S.I.) Flexible Hose: 300-series Stainless Steel (3/4"/20mm reducer) K14.0/20,2 (S.I.) Collar/Weld Fitting: 300-series Stainless Steel • cULus (l "/l5mm reducer) K8.0/11,5 (S.I.) (3/4"/20mm reducer) K14.0/20,2 (S.I.) Gasket Seal: EPDM per ASTM D2000 • VdS/LPCB (1/2"/15mm reducer) K5.6/8,1 (S.I.) (3/4"/20mm reducer) K8.0/11,5 (S.l.) Isolation Ring: N/A Nut and Nipple: Carbon Steel, Zinc-Plated Reducers (1/2 or 3/4). Carbon Steel, Zinc-Plated • Brackets: Carbon Steel, Zinc-Plated 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 2 ictaulic` victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 c UL us FRICTION LOSS DATA: LISTED -Series AH2 Braided Hose with Straight 5.75" Reducers -Style AB1 and AB10 Brackets Series AH2 Hose Length of Maximum g Equivalent Length Number of Stainless Steel of 1733.7mm 90°Bends at 2'751mm 1 Flexible Hose Outlet Size Sch.40 Pipe(C=120) Bend Radius inches inches/type feet/meters I31 'h"/Straight 16/4.9 4 3/4"/Straight 17/5.2 4 36 1/2"/Strai.ht 21/6.4 5 34'/Straight _ 23/7.0 5 �— 48 '/2"/Strai.ht 32/9.8 8 3/4"/Strai,ht37/11.3 8 60 'h"/Strai.ht 46/14.0 10 3/4"/Straight 46/14.0 10 72 'h"/Straight 55/16.8 12 3/4"/Straight 53/16.2 12 Series AH2 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2"/51mm center line bend radius Length of Stainless Steel Flexible Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Hose Size Bend Bends Bends Bends j Bends Bends Bends Bends Bends Bends Bends Bends inches inches 1/2' 8.5/2.6 11.0/3.4 13.0/4.0 16.0/4.9 N.A N.A N.A NA N.A N.A T NAN.A 31 3/4" 10.0/3.0 12.5/3.8 14.0/4.3 17.0/5.2 NA N.A NA NA N.A NA NA t N.A 36 1' 13.5/4.1 16.0/4.9 18.0/5.5 119.0/5.8 21.0/6.4 N.A i N.A N.A N.A N.A N.A i N.A A" 14.0/4.3 17.0/5.2 19.5/5.9 20.0/6.1 23.0/7.0 N.A N.A N.A N.A N.A N.A N.A /4 48 1/2" 15.5/4.7 17.0/5.2 19.5/5.9 20.0/6.1 21.0/6.4 22.0/6.7 28.0/8.5 32.0/9.8 i N.A N.A N.A N.A �2' 17.0/5.2 19.0/5.8 21.5/6.6 24.5/7.5 26.0/7.9 27.0/8.2 j 30.0/9.1 37.0/11.3! N.A N.A N.A N.A 21.5/6.6 24.0/7.3 27.0/8.2 28.5/8.7 30.0/9.1 31.0/9.4 37.0/11.3 42.0/12.8 44.0/13.4 46.0/14.0 N.A N.A j 60 3/4" 23.0/7.0 24.0/7.3 28.0/8.5 29.5/9.0 . 30.5/9.3 ' 31.0/9.4 38.0/11.6 42.0/12.8 44.0/13.4 46.0/14.0 N.A N.A 72 1h" 30.0/9.1 32.0/9.8 36.5/11.1 37.5/11.4 40.5/12.5 41.0/12.8 42.0/12.8 46.0/14.0 49.0/14.9 52.0/15.8,54.0/16.5 55.0/16.8 I_ 3/4" 32.0/9.8 32.5/9.9 35.0/10.7 35.5/10.8 40.0/12.3 40.5/12.3 41.0/12.5 46.0/14.0 I 50.0/15.2 j 51.0/15.5 52.0/15.8 53.0/16.2 Note:Values for use with 5.75"straight reducers. How to use this Design Guide: 1 For some systems,it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends.In this case,the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected.When this happens,the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations.The system hydraulics can be 0 recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 3 ✓ctaulic` victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 c®us FRICTION LOSS DATA: LISTED -Series AH1 Braided Hose with Straight 5.75" Reducers -Style AB1 and AB10 Brackets Series AH1 Hose Maximum Length of Equivalent Length Number of i Stainless Steel of 1"/33.7mm 90° Bends at 3'776.2mm Flexible Hose Outlet Size Sch.40 Pipe(C=120) Bend Radius inches inches/type feet/meters 31 1/z"/Straight 52/15.8 3 - 3/4"/Straight 55/16.8 3 36 1/2"/Straight 63/19.2 4 • Ye/Straight 66/20.1 4 48 1/2"/Straight 78/23.8 4 3/4"/Straight 80/24.4 4 60 1/2"/Straight 88/26.8 4 3/4"/Straight 90/27.4 4 72 Y"/Straight 112/34.1 5 Ye/Straight 118/36.0 5 Series AH1 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 3"/75mm center line bend radius Length of Stainless Steel Flexible Outlet 1 2 3 4 5 Hose Size Bend , Bends Bends Bends Bends inches inches 31 1 32 42 52 N.A N.A 3/4" 33 44 55 N.A N.A 36 1 33 43 53 63 N.A 3/4" 36 46 56 66 N.A 48 1/2" 46 57 68 78 N.A 1 3/4" 51 60 71 80 N.A 60 Y 56 67 77 88 N.A 3/4" 58 69 80 90 N.A 72 1 . 69 79 91 102 112 3/4 73 84 95 106 118 Note:Values for use with 5.75"straight reducers. How to use this Design Guide: _ 1 For some systems,it may be advantageous for#he designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends.In this case,the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected.When this happens,the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations.The system hydraulics can be iii recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 4 ✓ctaulic° victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 <R> FRICTION LOSS DATA: -Series AH1, AH2 and AH4 Braided Hose -Various brackets specific to hose Series AH1 Hose Series AH2 Hose Series AH4 Hose For use with Style AB1,AB2, For use with Style AB1,AB2, AB4,AB7,AB7 Adj.,AB8,AB9 AB4,AB7,AB7 Adj.,AB8,AB9 For use with Style AB1,AB7,AB8,1 -' and AB10 VicFlex Brackets and AB10 VicFlex Brackets and AB9 VicFlex Brackets Length of I Maximum 1 Maximum Maximum Stainless i Equivalent Number of ; Equivalent Number Equivalent Number Steel i Length of 90° Bends at I Length of of 90°Bends at Length of I of 90°Bends at Flexible I Sprinkler Outlet 1"/33.7mm 7"/178mm Bend 1"/33.7mm 7"/178mm 1"/33.7mm I 7"/178mm Hose* K-Factor Size Sch.40 Pipe Radius Sch.40 Pipe ' Bend Radius Sch.40 Pipe Bend Radius inches Imperial/S.11 inches/type feet/meters feet/meters feet/meters 1/2"/Straight I 53.8/16.4 23.5/7.1 _ 20.6/6.3 31 5.6/8.1 1h"/90°Elbow 53.8/16.4 2 23/7.0 2 21.7/6.6 2 1/2"/Straight 63.7/19.4 27.8/8.5 29.7/9.0 36 5.6/8.1 1/2"/90°Elbow 63.1/19.2 2 27.7/8.4 2 29.8/9.0 2 1/2"/Straight 87.9/26.8 38.2/11.6 I 27.5/8.3 48 5.6/8.1 1/2"/90°Elbow 85.8/26.1 3 37.4/11.4 3 29.2/8.9 I 3 1/2"/Straight I 112.2/34.1 42.4/12.9 35.7/10.9 60 5.6/8.1 1/2"/90°Elbow 108.4/33.0 4 43/13.1 4 37.2/11.3 4 1/2"/Straight 136.5/41.6 46.6/14.2 45.9/14.0 72 5.6/8.1 1/2"/90°Elbow 131.1/39.9 4 48.5/14.7 4 47.5/14.5 4 Ye/Straight 44.4/13.5 20.7/6.3 13.3/4.0 31 8.0/11.5 3/4"/90°Elbow 47.6/14.5 2 20.5/6.2 I 2 14.6/4.4 2 Ye/Straight 55.6/16.9 25.0/7.6 21.7/6.6 36 8.0/11.5 •. 3/4"/90°Elbow 57.5/17.5 2 24.6/7.5 2 22.4/6.8 2 3/4"/Straight 82.8/25.2 35.5/10.8 I 21.2/6.4 48 8.0/11.5 3/4"/90°Elbow 81.7/24.9 3 34.7/10.6 3 22.2/6.7 3 3/4"/Straight 110.1/33.5 39.6/12.1 27.9/8.5 60 8.0/11.5 4 4 28.9/8.8 4 3/x"/90°Elbow 105.9/32.2 40.1/12.2 3/4"/Straight 137.3/41.8 43.5/13.2 38.8/11.8 72 8.0/11.5 3/4"/90°Elbow I 130.2/39.7 4 45.2/13.7 4 39.4/12.0 4 31 11.2/16.1 3/4/Straight 45.5/13.8 2 17.8/5.4 2 16.4/5.0 2 3/4"/90°Elbow 47.1/14.3 18/5.5 19.9/6.1 3/4"/Straight 66.3/20.2 22.2/6.7 21.7/6.6 36 11.2/16.1 3/4"/90°Elbow 57.5/17.5 2 22.1/6.7 2 24.2/7.4 2 3/4"/Straight 82.7/25.2 32.9/10.0 28.5/8.7 1 48 11.2/16.1 3/4"/90°Elbow 82.8/25.2 3 32.1/9.8 3 29.9/9.1 E 3 3/4"/Straight 109.1/33.2 36.8/11.2 34.7/10.5 60 11.2/16.1 3/4'/90°Elbow 108.1/32.9 4 37.1/11.3 4 30.3/9.2 4 3/4"/Straight 135.5/41.3 40.5/12.3 38.6/11.6 72 11.2/16.1 /90°Elbow 133.4/40.6 4 41.9/12.7 4 38.6/11.7 4 3/4 Ye/Straight 44.3/13.5 14.9/4.5 • 16.3/5.0 31 14.0/20.2 3/4"/90°Elbow 46.4/14.1 2 15.5/4.72 2 19.9/6.1 2 37 /St .ght_-,__ -555/16.9 --- 19.4/5.9 21.8/6.7 36 14.0/20.2 3/4"/90°Elbow 56.7/17.3 19.6/5.9 2 24.2/7.4 2 3/4"/Straight 83.0/25.3 30.3/9.2 - 28.3/8.6 48 14.0/20.2 3/4"/90°Elbow 82.1/25.0 3 29.5/8.9 3 29.9/9.1 3 — 3/4"/Straight 110.4/33.6 33.9/103 34.9/10.6 I 60 14.0/20.2 °Elbow _ _ 4 3/4"/Straight 1 137.9/42.0 37.5/11.4 41.5/12.6 ' 72 14.0/20.2 3/4"/90°Elbow 132.8/40.4 4 38.6/11.7 4 38.6/11.7 4 FM Notes: Series AH1,AH2 and AH4 have been tested and Approved by FM Global for use in wet,dry and preaction systems per NFPA 13,13R,and 13D and FM data sheets 2-0,2-5,and 2-8.FM 1637 and Vds standards for safety include,but are not limited to,pressure cycling,corrosion resistance,flow characterisitics,vibration resistance,leakage,mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods,per FM 1637 and VdS standards.Refer to these standards for additional information regarding friction loss test methods. EXAMPLE:A 48-inch hose installed with two 30°bends and two 90°bends at a 7-inch bend radius is permitted and considered equivalent to the data in the table shown above.In this example,the total number of degrees is 240°,which is less than the allowable 270°. 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 5 ✓ctaulic' victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 ' FRICTION LOSS DATA: VdS , -Series AH1, AH2 and AH4 Braided Hose -Style AB1, AB2, AB4, AB7, AB7 Adj., AB8, AB9, and AB10 Brackets f 1 Series AH1 Hose Series AH2 Hose Series AH4 Hose Equivalent Length of Equivalent Length of Equivalent Length of steel pipe according to steel pipe according to steel pipe according to EN 10255 DN 20 EN 10255 DN 25 EN 10255 DN 25 Maximum Number (26,9 x 2,65)and (33,7 x 3,25)and (33,7 x 3,25)and of 90°Bends at Length of Stainless Outlet relating to a flow relating to a flow relating to a flow 3"/76.2mm Bend Steel Flexible Hose Size velocity of 5 m/s velocity of 5 m/s velocity of 5 m/s Radius mm/inches mm/inches type meters/feet meters/feet meters/feet 790/31 15mm/'/z"/Straight 4.0/12.9 5.5/18.0 5.5/18.0 3 20mm/3/4"/Straight , 915/36 15mm/'/z"/Straight _ 4.6/15.0 6.4/21.0 6.4/21.0 3 20mm/3/4"/Straight 1220/48 15mm/'/z"/Straight 6.1/20.0 8.5/27.9 8.5/27.9 3 20 mm/3/4"/Straight _ 1525/60 15mm/'/z"/Straight 7.6/25.0 10.7/35.1 10.7/35.1 4 20 mm/3/4"/Straight 1830/72 15mm/'/z"/Straight 9.2/30.0 12.8/42.0 y 12.8/42.0 4 20 mm/3/4"/Straight VdS Ceiling Manufacturers List AB1,AB2,AB7,AB10 AB4/9 AB8 1.AMF 2.Armstrong No specific approval 1.Hilti 3.Chicago Metallic 2.Knauf 4.Dipling 3.Lafarge 5.Durlum 4.Lindner 6.Geipel 5.Rigips 7.Gema-Armstrong 8.Hilti 9.Knauf 10.Lafarge 11.Linder 12.Odenwald 13.Richter 14.Rigips 15.Rockfon Pagos 16.Suckow&Fischer 17.USG Donn LPCB FRICTION LOSS DATA: -Series AH2 Braided Hose -Style AB1 Bracket Series AH2 Hose Series AH2 Hose Equivalent Length Equivalent Length I of steel pipe of steel pipe I Length of according to Maximum Length of according to EN Maximum ,-- ----- „, Stainless ,It EN 10255 DN 20 Number of Stainless 10255 DN 25 Number of .r Steel (26,9 x 2,65)and 90°Bends at Steel (33,7 x 3,25)and 90°Bends at Flexible Outlet relating to a flow 3'776.2mm ' Flexible Outlet ' relating to a flow 3"/76.2mm Hose Size velocity of 5 m/s Bend Radius', Hose Size velocity of 5 m/s Bend Radius mm/inches I mm/inches/type meters/feet , mm/inches mm/inches/type meters/feet 790/31 15mm/1/z"/Straight . 12.65/41.5 2 I 790/31 15mm/1/2"/90°Elbow 14.4/47.2 2 20 mm/3/4"/Straight 20 mm/3/4"/90°Elbow! 915/36 15mm/1/2"/Straight 14.8/48.6 3 915/36 15mm/'/z"/90°Elbow 14.3/46.9 3 20 mm/3/4"/Straight 20 mm/3/4"/90°Elbow, 1220/48 15mm/1/2"/Straight 15/49.2 3 1220/48 15mm/'/z"/90°Elbow 15.3/50.2 3 20 mm/3/4"/Straight 20mm/3/4"/90°Elbow 1525/60 15mm/1/z"/Straight 15.3/50.2 3 1525/60 15mm/1/z"/90°Elbow 16.0/52.5 3 20 mm/3/4 3/4"/90°Elbow 1830/72 15mm/1/2"/Straight 17.5/57.4 3 1830/72 15mm/'/z"/90°Elbow' 17.1/56.1 3 20 mm/3/4"/Straight 20 mm/3/4"/90°Elbow' 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 6 ✓ctaulic` victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Product Details - Series AH1 Braided Hose Series AH2 Braided Hose Series AH4 Braided Hose Item Description O O O O Cl--, O p 1 Flexible Hose 2 Isolation Ring(Series AH1 and AH2 only) I�;IC" """"�"' Y1 �• 1111111111111111�11� 3 Gasket I n�uu�u.�■ — — A N 4 Nut B 5 Branch Line Nipple 6 Braid Hose Length Dimensions 7 Collar/Weld Fitting 8 Sleeve(AH2 Only) Hose Length A B inches inches inches mm mm mm 31/790 1 25.25 31/790 36/915 ( 31.25 36/915 48/1220 42.25 48/1220 60/1525 54.25 60/1525 72/1830 66.25 72/1830 1 Standard 5.757140 mm straight reducer Optional ----6-1": )--- 9.0'/229 mm straight reducer 13.07330 mm straight reducer 2.62'/ 262"/ 66.5mm —' 66.5 mm r A 11 %_. 6.30"/ il 4.83"/ I a' 160.0 mm 122.7 mm l E _ _ ■. Short 90°elbow reducer Long 90°elbow reducer Note:The Short 90°elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 7 ictaulic' victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 VicFlex Brackets Style AB1 p • Suspended Ceilings - • Hard-Lid Ceilings (FM Only) rij N p Item Description q �� 1 24"/610mm or48"/1219mm Square Bar* ►- r' 2 Patented 1-Beet®Center Bracket 3 End Bracket �� . *Both sizes FM/VdS/LPCB approved,cULus listed 1 p. O 41) Ii lid/111 Style AB2 • Hard-Lid Ceilings r Item Description I o fl _.-._. m /A 1 24"/610mm or 48"/1219mm Square Bar* /' 1. 2 Patent-Pending adjustable Center bracket o ,, p 3 End Bracket *Both sizes FM/VdS approved. `� Note: She"/4mm hex key required for adjustment ``� I '6 Style AB4 O • Hard-Lid Ceilings with Hat furring channel ,"t" grid system Item Description . >.- , \ 1 24"/610mm or 48"/1219mm Square Bar* � p 2 Patent-Pending adjustable Center bracket 3 End Bracket for Hat Furring Channel ` "Both sizes FM/VdS approved. �` ./ 1-- Note:5h2"/4mm hex key required for adjustmei.t � � O 11144"0. p p .,' ,.' f 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 8 ✓ctaulic® victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 VicFlex Brackets Style AB7 0 • Suspended Ceilings ii • Hard-Lid Ceilings co Item Description 1 24"/610mm or 48"/1219mm Square Bar* 2 Patented 1-Bee'°Center Bracket �_� 3 End Bracket �7i ��- _oi *Both sizes FM/VdS approved. 0 Style AB7 Adjustable • Suspended Ceilings 0 • Hard-Lid Ceilings 40 Item 1 Description © roQ 1 700mm or 1400mm Square Bar* 2 Patented 1-Beet®Center Bracket -' 3 End Bracket(adjustable) *Both sizes FM and VDS approved. 4,4 Style AB8 `\ • Hard-Lid Ceilings O,,_ 0 N, '--t,, Item Description 1 700mm or 1400mm Square Bar* 2 Patented 1-Beet®Center Bracket 2 3 End Bracket(adjustable) *Both sizes FM/VdS approved. i-y�\ O Style AB9 � 0 • Hard-Lid ceilings with Hat furring channel 0 Co grid system w 1 ,,,t, Item Description ,I\ , 1 24"/610mm or48'/1219mm Square Bar* �` — 2 Patented 1-Bee'®Center Bracket 3 End Bracket for Hat Furring Channel — 1 *Both sizes FM/VdS approved. :-� �mo` .....-4,, ,,,—,„,,,. O - Style AB10 � „r • Suspended ceilings 0 • Armstrong°TechZoneM 0 `� � Item Description \ --.3� 0 1 ii lit, r 1 __ 6'/152mm Square Bar* y� i2 Patented 1-Bee2®Center Bracket 1 , r 3 End Bracket r *FM/VdS approved,cULus listed. ► f 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 9 ✓ctaulic` victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Braided Hose Assembly Suspended Ceiling Grid with Recessed Sprinkler - Clearances above ceiling tile at various center-line bend radii Dimension Hose Clearance Chart / R / See char inches/mm Minimum Bend IM Radius"R,. 2/50 3/80 4/100 5/125 6/150 7/175 1.11m r See Chart j II- - Bracket assembly Minimum"A" 110.75/273 11.75/298.5 12.75/324 13.75/349 14.75/375 15.75/400 W Sty1eAB1 11161/ I ..111 om_-> �� 4.4"/ 113 mm �I I� /s"/16 mm II UPJ TypicalIl 1.7"/43 mm / .li ceiling rile ii0�l It'__■1 Typical ceding grid , //p/�� ,,,iii��1,1 ��7�� p,/ See noteFinished ceiling face 247610 mm or 4871219 mm on Center V2707 34"/19 MM MAX.RECESS V2707 3/4"/19mm Max. Recess Suspended Ceiling Grid with 90°Elbow (Long) 'I=I''I, Bracket assembly Style ABI Hose Clearance Chart 161/ inches/ SeeChart IW— =' '= )— _�- Dimension mm44"/ mm A Min. 8/200 \1 II- ;js/s"/16 mm Typical II �� ceiling rile �.ii Note: Style AB1 and Series AH2 figures shown. �.i��y l' 1J"/43 mm /�y/� 1�, ,�1 y g Typical ceiling grid ,�„ 'D I,�1 INE/ ,, y"'/i#A naia4 Variations of ceiling grids, sprinkler heads, brackets, — O�� i 0 and hoses are permitted but may result in clearance See note Finished ceiling face 24"/610 mm differences from the figures above. or 4871219 mm on Center V2707 3/4"/19mm Max. Recess 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 10 ✓ctaulic. victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 7 Series AQB Braided Hose Assembly Suspended Ceiling Grid with Hat Furring Channel Hose Clearance Chart Dimension inches/mm // Minimum Bend Radius"R" 2/50 3/80 4/100 5/125 6/150 7/175 a See Chart Minimum"A" 10.3/262 11.3/287 12.3/313 13.3/338 14.3/363.5 15.3/389 1 I Mil —Aiii SOWS See Chart y LL ,1 99m __ m -/ ' N, See Note Or Win= O oto ) M ,i111 N 1 - v�u \ t wsr. lUrrlil emomearm V2708 1/2"/12.7mm Max. Recess Suspended Ceiling Grid with 90°Elbow (Short) Uil 0111111M Hose Clearance Chart inches/ (r Dimension mm j1 41=12A Min. 8/200 3.9v ��o = See mart 99 mm i W See Note • t a • Note: Style AB9 and Series AH2 figures shown. ,I r��_ Variations of ceiling grids, sprinkler heads, brackets, d �. �� 1i it O�� and hoses are permitted but may result in clearance \ / —I_=,___1= differences from the figures above. - V3802 1/2"/12.7mm Max. Recess 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 11 ✓ctaulic° victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Flexible Hose In-Plane Bend Characteristics ONE BEND TWO BENDS 2X 2X i Minimum Minimum Minimum --�, bend radius bend radius bend radius Minimum I bend radius OR OR f\ 90° \ L \y Minimum Minimum I bend radius bend radius Minimum MinimumMinimum bend radius bend radius Minimum ' bend radius Note:For out-of-plane(three-dimensional)bends,care must be taken to avoid imparting torsional stress on the hose Model Number Correlation VicFlex" AquaFlex®Designation A WARNING Designation Series AH4 Outlet Series AQB Series AFB Hose Size Hose Hose 1 • It is the responsibility of the system designer Assembly inches _ Assembly Assembly to verify suitability of 300-series stainless steel AH4 31 'h AQB31HLD AFB31HLD flexible hose for use with the intended fluid 3/a AQB31TLD AF631TLD media within the piping system and external AH4 36 '/i AQB36HLD AFB36HLD 3/4 AQB36TLD AFB36TLD environments AH4-48 — — 'h AQB48HLD AFB48HLD • The effect of chemical composition, pH level, 3A AQB48TLD AFB48TLD operating temperature, chloride level, oxygen 'h AQB6OHLD - AFB6OHLD AH4-60 3/4 AQB6OTLD AFB6OTLD AFB72HLDby level, and flow rate on 300-series stainless steel AQB72HLD hose must be evaluated the material AH4 72 1 3/4 AQB72TLD AFB72TLD specifier to confirm system life will be acceptable for the intended service. 1 Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. Installation Note Reference should always be made to I-VICFLEX-AB1-AB2-AB10,1-VICFLEX-AB4-AB9, This product shall be manufactured by Victaulic or to Victaulic specifications.All products I-VICFLEX-AB7,or I-VICFLEX-AB8 for the product you are installing.Handbooks are to be installed in accordance with current Victaulic installation/assembly instructions. included with each shipment of Victaulic products for complete installation and assembly Victaulic reserves the right to change product specifications,designs and standard data,and are available in PDF format on our website at www.victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic and VicFlex are registered trademarks of Victaulic Company. 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 12 ✓ctaulic°