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C g 0 DEC 3 tots Submittal {�CjIT� 1NG 5� ,L.,� Transmittal Corgan 120 East Greenway Plaza Suite 410 Houston i A 77046 United States PROJECT: McK_OR-Tigard CC Tenant DATE SENT: 11/26/2018 Improvements 18055.0000 SUBJECT: 211000-02 Water Base Fire SUBMITTAL ID 211000-02 Suppression Systems - Product Data TYPE: Submittal TRANSMITTAL ID: 00271 PURPOSE: Not Reviewed - Submittal Not VIA. Info Exchange Required by Contract Documents OFFICE COP SPEC SECTION: 21 10 00 FROM NAME COMPANY EMAIL 1 PHONE Steven Castaneda Corgan steven.castaneda@corg 832-652-3655 an.com TO i NAME r COMPANY EMAIL I PHONE Turner Austin Ingalls Construction aingalls@tcco.com 206-488-8675 Company REMARKS: Austin, See WSP's response below and attached. Response (No Action Taken) from: Beth West (WSP USA) Remarks: Reviewed for information only. Beth West WSP November 21, 2018. Edited by Steven Castaneda on 11/26/2018 at 9:50 AM CONTENTS QUANTITY: 1 DL-1 ED: 11/13/2018 NUMBER: DESCRIPTION: 211000-02 Water Based Fire Suppression Systems - Product Data.pdf Page 1of2 Submittal Transmittal DATE: 11/26/2018 ID: 00271 ACTION: REMARKS: COPIES: Dennis Escobar (Corgan) Beth West (WSP USA) Bejamin Gozart (WSP USA) US-Seattle-BuildingSystems (WSP Group) CA Page 2 of 2 AV -wok DEC 3 2011 Submittal CITY Of' j Ik 6 5 ),N,„ Transmittal WSP USA 1999 Third Avenue, Suite 3200 Seattle WA 98104 United States PROJECT: McKesson Tigard Cancer Center DATE SENT: 11/21/2018 B1809528.000 SUBJECT: Water Base Fire Suppression SUBMITTAL ID: 211000-02 Systems - Product Data TYPE: Submittal TRANSMITTAL ID: 00136 PURPOSE: For Information Only VIA: Email SPEC SECTION: 211000 FROM NAME COMPANY EMAIL PHONE 06-883- Beth West WSP USA BETH.WEST@wsp.com +1-2±1-2 1207 TO r NAME COMPANY EMAIL PHONE Steven.Castaneda@corg Steven Castaneda an.com Dennis Escobar Dennis.Escobar@corgan .com REMARKS: Reviewed for information only. Beth West WSP November 21, 2018 CONTENTS QUANTITY: 1 DATED: 11/19/2018 NUMBER: DESCRIPTION: Transmittal_Submittal - 211000-02 (Forwarded).pdf ACTION: REMARKS: QUANTITY: 1 DATED: 11/19/2018 NUMBER: DESCRIPTION: 211000-02 Water Based Fire Suppression Systems - Product Data.pdf ACTION: REMARKS: Page 1 of 2 Submittal Transmittal DATE: 11/21/2018 ID: 00136 COPIES: Beth West (WSP USA) US-Seattle- (WSP USA) BuildingSystems-CA Page 2 of 2 Submittal #21 10 00-2.0 21 10 00 - Water-Based Fire- IlirnerpEcElvFD Suppression Systems Turner Construction-Portland DEC 3 2018 Project: 181019-Compass Oncology-Westside Cancer Center 1155 SW Morrison St.,Suite 600 12123 SW 69th Ave Portland,Oregon 97205 CITY OF TIGARt Portland,Oregon 97223 Phone: (503)226-9825 LADING 211000-02 Water Based Fire Suppression Systems - Product Data SPEC SECTION: 21 10 00-Water-Based Fire-Suppression Systems SUBMITTAL MANAGER: Austin Ingalls STATUS: Open DATE CREATED: 11/12/2018 ISSUE DATE: 11/12/2018 REVISION: 0 RESPONSIBLE Delta Fire RECEIVED FROM: Steve McCourtney CONTRACTOR: RECEIVED DATE: 11/8/2018 SUBMIT BY: 11/12/2018 FINAL DUE DATE: 11/26/2018 LOCATION: SUB JOB: COST CODE: APPROVERS: Steven Castaneda(Corgan) BALL IN COURT: Steven Castaneda(Corgan) DISTRIBUTION: Steve McCourtney (Delta Fire) DESCRIPTION: Please review and mark"approved within general conformance"by the architect or engineer of record,preferably on the drawing(s),as some Jurisdictions will not accept it on the cover or transmittal page. Once received back notated,Delta Fire will submit them to the AHJ for approval. ATTACHMENTS: SUBMITTAL WORKFLOW NAME SUBMITTER/ SENT DATE DUE DATE RETURNED RESPONSE ATTACHMENTS COMMENTS APPROVER DATE Steven Castaneda Approver 11/26/2018 Pending BY DATE COPIES TO Turner Construction-Portland Page 1 of 1 Printed On: 11/13/2018 07:43 AM 14795 SW 72"d AVENUE DELTz24i R 97224 PORTL N 0503.620.4020 y r:w 3 DEC 2018 FAX: 503.620.1058 FIRE , INC. WWW.DELTAFIRE.COM ci�t�f ' trIS8118NCCB# 64174 �Rt&,I November 8, 2018 Turner Construction Company 1200 NW Naito Parkway Ste 300 Portland OR 97209 Attention: Eric Mishler Reference: Compass Oncology, Westside Cancer Center We have completed our shop drawings for the above referenced project. Before our shop drawings can be submitted to the local authority having jurisdiction the `Registered Design Professional in Responsible Charge' must review them for general conformance with the design of the building. This review is a requirement of the 2014 edition of OSSC; Chapter 1; Part 2; Paragraph 107.3.4.2. Attached you will find an example of a review stamp that is recognized by the local authority having jurisdiction. Enclosed are copies of our fire sprinkler submittals for the `Architect or Engineer' of review process. We trust you find this information useful. Sincerely, Stene Alceowittieti Project Manager/Designer amc/Admin (Attachment) FIRE PROTECTION CONTRACTORS OF_C 2O'8 L- Gi 1\1- Ur. Bt 97111,,`,(75 SUBMITTAL REVIEW IN GENERAL CONFORMANCE PATH PROJECT DESIGN IN GENERAL CONFORMANCE PATH PROJECT DESIGN. EXCEPT AS NOTED This submittal has bran neyierred only for the Ilroflod purpose of vh04/1419 for 9snitral conformance trollhlisit dertign coacapt expressed in the Contract Documents,subject to the requirements of the Contract Documents_ Nothing In III;review I intended lo filitillhOrlx•any s-sissrt 44 work that is not in accordance with mete and local code requirements. By Data Prrtlael No Rolosoncre FIRE PROTECTION CONTRACTORS ,,,,._ 14795 SW 72"d AVENUE ELT.... . . PORTLAND, OR 97224 .,. PHONE: 503.620.4020 FAX: 503.620.10583 2018 FIRE , INC. WWW.DELTAFIRE.COM DEC CCB# 64174 C11Yi !.1'BU1L � eta ti COMPASS ONCOLOGY WESTSIDE CANCER CENTER TIGARD, OREGON DATA SUBMITTAL FOR FIRE PROTECTION SYSTEM REVIEWED FOR INFORMATION ONLY N"% date: 11/21/2018 November 8, 2018 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, %2", 155 degree, White VicFlex Braided Flexdrop, 1/2" x 48" VicFlex Braided Flexdrop, 3/" x 48" FIRE PROTECTION CONTRACTORS 14795 SW 72nd AVENUE ELi PORTLAND, OR 97224 PHONE: 503.620.4020 FAX: 503.620.1058 FIRE , I N . WWW.DELTAFIRE.COM CCB#64174 PIPE FITTINGS Turner Reviewed by: Austin Ingalls Date: 11/13/18 Reviewed by Turner for General compliance with the contract documents only. This review does not relieve the subcontractor of the responsibility for making the work confrom to the requirements of the contract. The subcontractor is responsible for all dimensions,correct fabrication and accurate fit with the work of other trades. Submittal Number: 211000-02 FIRE PROTECTION CONTRACTORS ■i ■MM. Mala !i /tea. Ii aO 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 90° ELBOW Ciirl.ANvic -,, PF/FVWL Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded Fittings are UL & ULC Listed & FM Approved for 500 psi service, . . ; Y Ductile iron per ASTM A536 Class 65-4512, Dimensions conform to ASME B16,3 , ,• Threads are NPT per ANSI/ASME B1.20.1. NOTICE:Ductile trot)hhings.hove higher tem&strength than that of steel pipe,There:lore,over tightening con corse elconoge to pipe&reads winch nay lookoge.Dochie tree fittings should be tightened three turns beyond hand light but no(*ore thorn kyr komu. oC)es 4> WU APPROVED ro, ,., Aorvfal Oeth.,awi Orrantrore. 90° ELBOW vsk oa,vt,atxs.v st-ovve*.vmhtli corn or ,tetml Ar.iteve 540,$,fiapvaom-u. 1 Size Mat.Working Dimensions Approx. "°rninth zPressureA IIIIEIIIIIMIMIEIIIIIII Wt,Each in.(fitai) PSI' ',4 In,(no) It(an) tis.4 i.--, A—01 , .1 500 1,50 1.50 0.62 ' i • ''.-' r.'..:::`,.•h;411- 500 175 1,15 0.90 f 31sg 44.94,42:4 3451, MEI 5M 1,94 1.20 r 4 0 ,t...1 i 5 M 345ill $00 225 inillallill at-%Ain Pressure Ratings ore for refentrice only and hosed on Sch AD pipe.For the fete:AnyUllyLC, 4 FM rotingt Yocum pipe schsKliAit photo visit onwliniteorn Or contact your toe I I Repreleptotwe. 450 ELBOW (wir.vaanviL Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore UI& ULC Listed & 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 hove higher tonsils strength than thus of steel pipe.TitnnfelOre,over tightening con eooke rice/loge to pipe&tooth which may alone leakoge.Ductile iron httirqs should be tightened three turns beyond hand light,but no more ibtard kivr!tuna, t*taCOOS 1CO' API'Wown Ffa tninganannove talon and tirdnikr 45° ELBOW ktS4 Co^wetoAn ofrenronornriunti awn ne axnann Arne 5.ainn FIWINtleafire9 nominal site Max,Working dimensions Approx. PressureA Wt,brit 1iinto 19 ak) kinti h.(Poi taa 1140 1 500 1 12 G46 1% 500 1.29 1,29 0.73 3430 : 0. 500 atial 1.43 0.92 A+ 3450 ;2,47 500 1.63 148 1.50 23450 -e ort A—Working Fromm koeings are for reference or4 and hosed on Sch.AO pipe,For the latest and FM pressure ratings versus pipe scheclole,phew visit onwlintoom orCarliOd your hddl Anni Padidatnieddttive. STRAIGHT TEE Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded Fittings are UL& ULC Listed & n./ FM Approved for 500 psi service, Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B16,3 Ii Threads are NPT per ANSI/ASME B1.20.1. NOTICE:Ductile iron fittings have higher tensile strength thon*hot of steel pipe.Therefore,over licOvening oun cause dor/loge to pipe th which may couse Iteoluage.Ductile iron fittings should be tightened three turns hand light but no rtsure Ilicet four turns. CC)uS 14:11°' US= APPOWED FmtefroOtriroval Weft end Lmtmitov STRAIGHTTEE 404 otr**bast*at areoroarhUlloorri 0.1 ton mur sow neewenue,k Max,Working Dimensions Approx. Nominal Sin rressureA =INB Wf.Erttit fe,OHM PSI V& In.ford ie.Ma) at 04) 500 130 1.50 0.85 B 25 3450 0..J9 500 1.1111111101111111 1.75 1,22 11111 500 1.9111 1,94 1,55 $450 10 A A ME34',0 7115 5(X) MAI 215 A-WCA ing PrOsium RO6ng$are lOrreference Co*and bawd on 56.40 pipe Far ahs latest UL/ULC, and FM pressure toting%verws pipe schedule,plonie visit nrwiliretesni or confect yew local Aiwa Representetive. BUSHINGS ['Air ANVIL '4, ,e.------- (CO-spr/FiNva.: ) Ductile Iron MATERIAL SPECIFICATIONS 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 ore NPT per ANSI/ASME B1,20.1, - ....-. NOVICE:Ductile Imo fittings hove higher lens&strength than that of steel pipe.Tbefekieo,over ti9hioning con(Gine damage to pipe .iidx which may cause leakage.Ductile iron fittings should be tightened three turn beyond hand iiglo,but no more than Lr ftrrn$. OC)43 113> L11110 APPROVED IIIIIIIIIIIIIIIIIEDZMIMOIIIMIIMIIIIII ro,UstrgvAppm4*iN!Ims ant,Umato-6 me oce**Mt*at ow"Arrwhli eter or tonuo hal x,,,,,r$44a,Flt.trateis Mex.Walking Dimensions Approx. Nominal Size n A rressureo 11 ( SlYie Wt Each h.(lona) ?SUPo) h.km) Jo.fax) 4x.0* ill,49.1 I4*---C __. I x Yi 500 035 0.25 1.42 Outs* 0.22 gs ,..7, ix II4 ?,6 5; •,. ----- 1 x ii 500 035 0,25 1,42 Outside (117 ----- - A Pii x 1 500 0,80 0.26 1.76 Outside 0.28 Inside Head :,450 232 1".6 x 1 SOO 0.83 0.31 2_14 Otoside 0.45 1 1 1'4 SOO 0:83 0.31 200 Outside 0.30 C------*-1 B 41,4A 42 345d 211 OS L3 7 4 - 2 x 1 500 0.88 0.41 1.9'5 inside 0417 SO 3450 223$ 10 4 4 0 30 , 2 x 1% 500 0.88 0.34 2.46 Out* 0.73 '50 A 32 3456 22 35 6 8.3 t... 1,—.' 0.33 Outside Head 2 WI 500 0.88 0.34 2.48 OtOraie 0.61 50 x 40 5150 223$ 888 IQ 9',' 078 A-Woiking Pressure'." ,.are for ireforenos on based on Sch.40 pipe.For the late 'AMC end FM pressure ratings verses pipe schedule,pleose visit onvgintleorn or contort your local Anvil Reprgsvniativc CAP (((spFirwv, Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings are UI & ULC Listed & FM Approved for 500 psi service, Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME 816.14 Threads are NPT per ANSI/ASME Bi.20.1. NOTICE:Ductile nee fittings hove higher semi le strength than then of steel pipe.Therefore,over tightening eon souse ciorno9e m pipe -.els which may cause teatioge.Duchle iron fittings should be tightened three turns beyond hand light,but no more thori four Was Cal% 43:01' LIMO APPROVED tea IyOrvoApp704'Deng5 CAPno.nvabson a.okven,anxnfoll can cc nOnlael an Arnie'$.nint FtW.**nagnaleon Max.Working Dimensions Approx. Noininel Sire PressureA. MEIN WI,fads irarto MI 1.7.Ora) Lk.tig) 1 500 1.16 0.32 E1 r11 1:4 500 128 0.43 Li ?•!.50 32 5/ 500 0,60 3011 500.10.91 1111111 MIN -Woricing Pireilum'toting*ore for re ; on 'and based on Sch.AO OK,For the low ULIULC, and FM pressure matings versus pope set-echoic please visit aiwilinit or contact your local Areril Representative. „0- - COUPLING Ductile Iron „......._ MATERIAL SPECIFICATIONS ------.ft---..„..4„:- Ductile iron threaded Fittings are UL & ULC Listed & FM Approved for 500 psi service, ' ' • 4:.krgt 4 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 won fittings have higher tens&strength than that of steel PPTiwreliore over tightening onn cause •• t i'6:5 PiPe"045 whch i e‘couse leolo'age.Ductile iron fittings should be tightened three turns may beyond bond tight,but no more ihmt lour kont, JON At> IAMB APPROVE° Ea,040, *. ..,• I 4,1d LmAltc.COUPLING 5 ccrar or , Ocritrol AA km.'SA*1440.401Altror Nominal s ?AIM Working Dimensions Apprux. ize Pressure* , it Wt.Each A fink! PSI OW k C _ — '1 _.........., 1 500 1.61 0.40 ----_,„ , ... . , 13/4 500 1.93 0,57 i 500 2,15 0,75 t 2 5(V 243 1.15 ming Pressure Roginral are far reference only ono.tiFrosecl,?n,Sch.90 pipe For the Local A U.nylfylk, :II-Ci FM pro RAinso vvrtul..%.,,$41-AviAE,plome visit owitinVotten or contact yarn local II Repteterdotive. „--- - CROSS . i_... (,:-Jr.,.,..),Itouv 1-: . •11.11.0.1"..tona.Me '4. ,.. —.........,„, Ductile Iron MATERIAL SPECIFICATIONS , ,. ........ ,..., - ,..7"... -.. : = Ductile iron threaded fittings ore LK& ULC Listed & ,_,........ , .. FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. ‘i,°.ii T .....,.. .. ..i,i ,4 ;i4440`. ' A Dimensions conform to ASME B16.3 ..' ''.c... ON Threads ore NPT per ANSI/ASME B1,20.1 ..... ,., .....„ ..„ . ,,. c..i.......”.c..:."'Cc. ,tr.s/,.. cmc NOTICE:Ductile iron fittings have higher tensile strength than shut of steel pipe,Therefore,over tiOtersing can cause i r .r to pipe threads which may come le.aleage.Duthie iron fittings should be tightened three turns beyond hand tight,but no more thew four Nina, CC10$ 41:>. tiMil APPROVE° rv,wEvE.Awvexi bylam ami Ltn4atcr6. CROSS VIS4 m ,*ie e web'so,NoviAtawArti cam of canruci an&we 54*.flopoKantow Max.Working Dimension Approx. Nominal Site rressureA A II Wt.Each It(ewi) PSI*ft kl.Owe in.*0 tio.14) 1 500 130 1.50 0.98 '15 •;•' .„, 0.44 1% 500 1.75 1.75 1.50 1-4.- B--i-i-1--B .1 , 32 .:. 4445 a18 — .....„, ,-.41 1 ..... illi 500 1.94 1.94 1.90 ' WV 0 86 A I . 2 500 ' 2.25 2.25 2.95 11 i .f . . PA x 1 500 1.58 147 1.27 A , 32 x PI 345:5 ..j3 42.4,10.....',5 4 nomme 1,h x I 500 1 145 110 1.48 46)25 345;3 ' 41.91 4Li2 0.6? 2 x 1 500 1.73 2.02 210 3490 43.94 Si..k, 0 95 A-Werkirug Pressure',.:. .ere for reference ody end hosed on Sch..40 pipe,For the latest ULAILC, &Id FM pressure roiingi versus pipe schedule,pleose visit cowillirel.corn or contact your focal Anvil Reprei.eniCilivC 1 REDUCING 900 ELBOW :* .le- itIrwiL Ductile Iron MATERIAL SPECIFICATIONS --':i;.% Ductile iron threaded fittings are LH.& 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 B 1.20.1 .,..... - ..- NOTICE:Ductile non fittings hove higher tensile strength than that of steel pipe.Therelore,over tightening can coot damage se pipe thread$whk I may cause leans.Ductile iron fittings should be tightened three turns beyond hand tight,but no more*ion four horn, c0 us II> U$110 APPROVED Fa<1354,9s.ApvvfalDeit.1 anti brrtcaigx.", REDUCING 90`' ELBOW OW OW Vrate,0 at vom,arfied,r,11 com.C, 0.1+.1C1 All Aev,"SA**Fiff"vocaawf Max.Working Dimmions Approx. Nominal Sin r, rressurta. 8 A W1 Eo(1) . . In 0ott) IV IOW in,ow 10(4470 at rio 1 x SW 1,26 1.36 0.44 .. 3450 5;:5 0.111 i x3/4 500 t I 137 1.45 0,52 25 Wi x Vz 500 134 1.53 0.64 ..4*.o., 32x i5 34550 .T5 1,` olP f-- 444!,55:04545 1 4 453 .50---. • - t CI 1Yix% $00 1.45 142 0,72 A 1%x I 500 1.58 1.67 0.75 32 2.3 3450 40 ..i. 47.44 0.34 i%X 1 500 1.65 lii 0.92 40 '25 3450 41.91 45.12 0.42 194 x 1% 500 L82 1,:; 1.08 40x 32 3452 410 41.2.°' 0.45 2 x$i 500 L49 1, ; 1.08 504 15 34511 31.84 4715 2 49 2 : 500 1.60 1,97 1.24 55 03 -q. 2 x1 500 1.73 2.02 1.40 50 3 2- 3450 51.3o 344 2 x 115 SOO 1_90 2.10 1.52 .s0 y 32 , 0.)u 2x 110 500 2.02 2,16 1.65 51.30 43.55 075 •-W04tin9 Pressure Ratings are for referent brAy and hosed on Sth.AO pipe.For ile claiesi tULI1VIL, and FM *Wings vertin pipe scheduile,please visit onsilinticeen or contactloa your Representative. , REDUCING COUPLING -ir ..efianviL spr,e Ductile Iran MATERIAL SPECIFICATIONS Ductile iron threaded fittings are LA & ULC Listed & , - FM Approved for 500 psi service, Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME 916.3 111," Threads ore NPT per ANSI/ASME B1.20.1. NOTICE:Ductile tron fittings.have higher ensile strength than that of steel .- pipe.Therefore,over tightening con souse damage to pipe threads which may couse leakage.Ductile iron fittings should be tightened three turns beyond hand tight but no rTX>FO than four form, MID APPROVED For OW47.app-AO Oak. and Lolono-,,, REDUCING COUPLING WW1 MP wobvp at loos.artOral oxn or C01410 OM se,,e,5.44.fiwotammr,s, Mex.Working Dimensions Approx, Nominol Size Pr essureA 111111/11111111 Wt.Each - --I--) t 500 169i---'0,39 1 '-'-', A I 1 lx 3/4 500 1,69 0,53 ,.420 ,:.?•4 CI' .12: A-Worling Pressure Ratings ore for reference only and bowl on&.h.AO pipe.For ha larela utitAc, and FM pressure roofings AVM*pipe schedule,please visit orrelirel.corri Or contact your local Anvil Repretentatere, REDUCING TEE (4CPP/FVN1y.....L. Ductile Iron MATERIAL SPECIFICATIONS f __J 11-1 . - ', . Ductile iron threaded Fittings ore UL& ULC Listed & C ' --77.,: FM Approved for 500 psi service. 4 i. ,. 4 .:. 4 , . . , Ductile iron per ASTM A536 Class 65-45-12. , 4 . ' 4 I . Dimensions conform to ASME 816.3 Threads ore NPT per ANSI/ASME B1,20,1. REDUCING TEE NOTICE:Ductile iron finings have higher tensile stvength than that of steel pipe.Therefore,orer fiOeening con couse elomoge to pipe threads switich Max. Dimeasiarts may cause leakage.Ductile iron fittings should be tightened three turns ;,. Nominal Size Working Approx. beyond hood light but no more ihoo four toms, Bressute a A 8 ( - cOwit 411:::* (iPiti h.hun) ht Orna Itt 01m0 Ls. ikg; MU APPROVkl) I x:.x I SOO 1.50 1.36 1.50 0.64 ;ix.1)33,50,3app;c44 0,444%3 rod Lomr',.. von otr*storm at norndrodell am,' nornaol an kw,.5400.wog-44mo,, 1 x3'..,v.1 500 1.50 1.45 1.50 0.73 i x1 x5 500 . 1.76 1/6 1.36 0.71 REDUCING TEE 25 25 '-'... 341;:, 32.t 2/u., , 3.1=.1 1 x 1 x41 500 1 1. 7 1.45 1.76 Max. Dimensions 25A 7`..x 20 34,50 34 80 34 80 ' 35283 Nominal Size Welling !, Apptox. lift,Foch 111 x V. 500 ' 1.67 1.67 . 138 0.9E: Pressure* A B ( 25 il'25 A 37 34.Y": 42.4,1 4: - : 40 r30 •- ' - - ' - ' i x 1 r Ili 500 1.80 1.80 : 1.65 1.16 tn.(m) , PSt(M) h.iti76' ' h 0/m0 :, h.(rtxm) tbs.(kg) 1'3 x 1.3 x ', . 500 1.52 1.52 1.75 1/4 l'Axixli 500 1.34 1,26 133 0.82 43; 32 K 25 1 3 3450 34.04 320' 3615 ' Ihx.kx1 50 1.65 1.65 13'41 1.30 114x 1 x4 SOO 1.45 1,37 1.62 0,90 40)40 $2 x 25 k 70 3456 , . 35,83 .32• 4 13 0.-' l'.4x11.011114 500 1.82 1.82 1.;.; 1.48 114 nlx1 500 138 1.50 . 1.67 1,00 4'0 x 32 3450 41 23 $450 4' 7 3,8 1!: 42,.42. C 43 I x11612 500 2.16 ' 216 2,02 1.98 1' 1x1Vi 500 115 1,67 1.75 1.08 .40x 50 32%34 q3' 4'6' ..'.,' 47 42 . 44 j' 2 2 x 1 x 2 500 . 2,25 2 02 2,25 2.15 11441 x 155 11 1 1.88 1,81 L;2 1.42 50,2 1.1..../:1i9 .9450 32 A 2;z 4, 3450 i' 44,22 .- 2x11142 500 2.25 210 225 230 14x Mx.16 it ! 1.34 . 4 1.5 0.86- 34;, x 4 3450 32 K 32 x 6, ,, 5450 !, 34.64 34 04 : ,7,•,,•77,„.2. 2x114x33 56 1,4' 1.41 1,'.1.; 1,50 1%x 114 x3/4 500 1.45 1.45 : 1.62 0.92 , 30 x 43x i 5 34 ) 47 35 ',.......„..... _ 41 15 a 48 21r JP r 20 3450 35.83 ..`,' ' 41.15 i116x3/4 5 . 1.60 : 1.52 1.97 1.62 114x 114 x1 SOO 138 1.58 ! 1.67 0.95 304 40 1 20 3430 32 k 32 x 25 3450 40.13 ..., 4242 2x Ihx.1 50( 1.13 1.65 2,02 ' 1.64 114x114 x111 SOO 1 ;; 1.88 1.82 1,45 '-, ;(1.0:3 340 ,, 51 5; 37 x 32)40 3450 0.75 ' 2 xlAx154. 500 1.90 1.82 2.10 1.80 1%x1½42 500 2.10 2,10 190 1,75 -' ; :0333 3450 . • . 3334' 4.1.312 31.02).SO, 3,450 ,,, ,, 33„14, , L,-,, '•:.24. 2 x1334116 500 2.02 1.94 2.16 2.00 1V;x1 x1ii 500 1.41 1,34 1.66 0,95 404 46 35 1 ;.4-,' 6 ,14,:i. ,.. 2 x 114 x 2 500 2,25 . 216 2,25 2.35 1½x1 x14 500 137 1,37 1.75 1.14 . 501 40 5( 3450 '' 'f.0,7 3430 38.4J ,4$r 44 4c , c i,.;:, ' 2x2xli 500 1.49 ' 1.49 1 .i; 1.60 116x1x1 500 1.65 1-56 1-80 117 .50 x SO.t, 13 3450 _ .'.7 ,? 17'_ v7-5,5 4; 40 k 15/25 34'.' 41.0.1 - 506 1 2 x2x43 , ... . - ,60 ' 130 1:97 1.68 114 i 1 x 114 500 1.82 1.67 1.88 1.34 534 i s)4.33 34.40 40,,; 42 A 35 1 32 0,. 4^..";..;,,...' ie'4. ' 41. -..!, 1 x x 56 1,7 1. 3 -2-.02 1.85 114x1x 116 500 1.94 1.80 1.94 1.45 ; 50,53;23 3455 43 34 40,7.$1 40 341, 49.1 45/i '.• 2 x 2i 13'4 500 1.90 1.90 2.10 2.04 1351111)x 34 500 1.41 1.34 1.66 1.05 : , . 4), i2 z 23 ,,4 35.5 ?•• ' 2)2x I'.6 501 2.02 ' 2.02 2.16 2.18 11.111M 4 31 500 1.52 1.45 ' 1.75 1,15 3393121 3. .35,3 , '3 2.1 2 x 2"` 500 2.60 2.60 2.39 3.61 114x 114x 1 500 1 1.65 1,58 1.80 1,25 3;33 3451 4775 40 a:12!25 i'45,:; 41 c' ••:.' 2/,x 2 xii 5001,74 160 2.37 228 144x 114x2 '500 2,16 2,10 2.02 1,90 , .f4?k 20 3450 ,. . 42.4';' • 44 4: .50 3450 '2,.5r1' „.'.,,..`," 31 .35 cr FL: I A-Working Pressure Ratings am Mr referee=oily end howl on Sell,4Opp For the Ph x 14S IS 501 ' 1.41 1,41 . 1.16 1.15 lahroutAnc,and FM Pressure Palings versus plx schedule,please visit orrrtnntl.corn or 40 4 40/IS 345r, ' :7:5.81 33 el 29.40 _ 1 ,. ,,,,,,,ito your 4,,,,,I AnA Rep„,,ni,f,„t . : ••1 - • ;•• pan - ® Bolted BranchOutlets 0 ® ® vas [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/3450kPa 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 92ON 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 II®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 ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. •C CaUI1Cm REV N 11_02 1 CARBON STEEL PIPE- HOLE CUT PRODUCTS 1 1 .0 G Mechanical-r Bolted Branchis STYLES 920 AND 920N DIMENSIONS Style Max.Work ' .Approx. ;'t Size No. Pressure@ Dimensions Weight Each Ron xBran ," -,, Vt,� 7'• Nominal Size C Thd Inches s r thes Inch r. ,'1 ' .`t.,,, < Y > r Z 31 mm .. 920 0 mm mm m .mm : .. ,..«, 2 x Yz(a)n 920N 500 50 2.00 2.53 1 61 5.35 2.75 31 �\ 50 15 3450 381 51 64 41 136 70 5 wi ""-". mmek 'Midair' 3/4(a)n 920N 500 ' 1.50 1.97 2.53 1.61 5.35 2.75 3.1 - 20 3450 ' 38.1 50 64 41 136 70 1.5 _� T u 1 (a)n 920N 500 1.50 1.85 2.53 1.61 5.35 2.75 3.0 y MI 25 3450 38.1 47 64 41 136 70 1.4 11/4(a)to 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 GROOVED OUTLET 32 3450 : 44.5 52 70 76 41 136 76 1.7 i 1.5 11/2(a)to 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 1 41 136 83 1.7 1.5 < Y > -4--Z > 21/2 '2(a)§n 920N 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 65 x 15 3450 38.1 56 70 46 143 70 1.4 f PR 3/4(a)§2 920N 500 1.50 2.18 2.74 1.82 5.64 2.75 3.0- 20 3450 38.1 55 70 46 143 70 1.4 ti l 11 1(a)§n 500 1.50 2.06 2.74 1.82 5.64 2.75 2.9 F>-S011jib.. 7a- 25 920N 3450 38.1 52 70 46 , 143 70 1.4 f/ y Y4 t(a)II 920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 ) 3.2 -I. 32 3450 44.5 58 76 83 46 160 76 1.7 . 1.5 11/2 t(a)d 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3 3.3 FEMALE THREADED OUTLET 40 920N i 3450 50.8 58 76 83 46 159 83 1.7 € 1.6 76.1 x 1/2(a) 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 3/4(a) 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 any location where a hole can be cut 20 920N2065 38.1 56 70 - 57 164 81 1.8 in the pipe 1 (a) 92oN 300 1.50 ' 2.07 2.75 - 2.25 6.46 3.18 3.8 6 25 2065 38.1 153 70 57 164 81 1.7 I • A pressure responsive gasket provides4(a)n 92051 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 1.5 11/2(a)n 920N 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 3450 50.8 58 76 84 49 160 83 1.6 , 1.5 Mechanical-T cross assemblies 3 /2 x (a)n 920N 500 1.50 2.52 3.05 2.28 6.15 2.75 3.4 80 15 3450 38.1 64 78 58 156 70 1.6 • Pressure rated up to 500 psi/3450 kPa 3/4(a)'a 920N 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 on steel pipe; also available for use 20 3450 38.1 63 78 58 156 70 1.6 with HDPE pipe 1(a) 920N 500 1.50 2.38 3.06 _ 2.28 6.15 2.75 3.3 25 3450 38.1 61 78 58 156 70 1.6 • Sizes from 2 x 1/2"/50 x 15 mm 11/4(a)t° 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 I 3.8 3.7 through 8 x 4'/200 x 100 mm 32(b) 3450 44.5 65 83 90 58 156 76 1.8 1.8 11/2(3)11' 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 1.8 2(a)11.1 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 x 2 920N 500 2.50 3.00 3.75 2.44 6.72 3.88 3.8 90 50 3450 63.5 76 95 62 171 99 18 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 t 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 n LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY ALL RIGHTS RESERVED ICItcallliC` 11.02 2 CARBON STEEL PIPE - HOLE CUT PRODUCTS 1 1.V L ro Ms. - c) bolted I anch Outlets STYLES 920 AND 920N DIMENSIONS Style Max.Work Approx. Size No. Pressure@ Dimensions Weight Each Run x Branch oleo^ V Or V t c Female Nominal Size 920 Diameter T** Thd. Grv. W Y 2 Thd, Grv. ', inches or psi +0.13 " Inches Inches Inches Inched Inches 'Inches Lbs. Lbs. Y a- 1r Z al mm 920N kPa -0.00 mm mm mm mm mm mm kg kg TABLE CONTINUED FROM PAGE 2 M. 4 1/2(a)❑ 500 1.50 3.03 3.56 2.69 7.01 2.75 3.7 i� 100 x 15 920N 3450 38.1 77 90 68 178 70 1.8 me �\ 3/4(a)a 920N 500 1.50 3.00 3.56 2.69 7.01 2.75 3.7 6� ,,v, 20 3450 38.1 76 90 68 178 70 1.8 y Irl 1(a)a 920N 500 1.50 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 1'/4(a)In 920N 500 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 32(b) 1 3450 44.5 78 96 102 68 178 76 1.9 1.8 1'/ (a)to 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 a Y K Z 40(b), 3450 50.8 83 102 102 68 178 83 2.0 1.9 2(a)to 920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 T 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 V lil oil, )�11 2'h(a)t 920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 65 3450 699 73 102 102 68 186 118 2.6 2.3 LLi � ��� 1 >- - �- - 500 2.75 2.88 4.00 2.69 ', 7.34 4.63 6.4 ffff 76.1 mm 920 3450 699 73 102 ; 68 186 118 2 9 y 1-� 3(a)t 920 500 3.50 3.31 4.50 4.12 : 2.69 7.73 5.12 8.4 6.4 80 3450 88 9 84 114 105 68 196 130 3.8 2.9 FEMALE THREADED OUTLET 108.0 x 1/4(a)a 920N 500 1.75 . 3.08 3.78 2.63 7.64 3.05 , 5.0 32 l 3450 44.5 78 96 67 194 78 2.3 1%2(a)a 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) 1 920N 500 2.50 3.25 4.00 2.63 7.64 4.00 4.0 in the pipe 50 I3450 63.5 83 102 67 194 102 1.9 76.1 mm�� 920 500 2.75 2.88 4.00 4.00 2.63 7.64 • 4.29 8.0 7.8 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)t 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 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 0 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(a)t' 920 500 2.75 363 4.75 4.75 3.16 9.70 4.63 8.3 7.9 with HDPE pipe 65 i 3450 69.9 92 121 ' 121 80 246 118 3.8 3.6 76.1 mm a 920 500 2.75 3.75 4.75 3.16 9.70 4.63 8.0 • Sizes from 2 x 1/2750 x 15 mm ; 3450 699 95 121 80 246 118 3.6 through 8 x 4/200 x 100 mm -3-Z-71 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 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 3 500 3.50 3.81 5.00 3.00 9.46 5.31 8.0 80 920 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 o 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. lictaulic° RFU N 11.02 3 CARBON STEEL PIPE - HOLE CUT PRODUCTS I I.UL r ¢. _. ; : - Branch data STYLES 920 AND 920N DIMENSIONS Style Max.Work Approx. Size No. Pressure@ Dimensions Weight Each < y > l< 7 MilTABLE CONTINUED FROM PAGE 3 PI% 1 Y t 500,xx..r_2.00 3.78 4.50 _ 3.30 . 8.23 3.25 7.0 1as �� AGI V r I 39.7 x 40 920 N 3450 ` 50.8 96 114 84 209 83 3.2 2 t 500 2.50 3.75 4.50 3.30 8.23 3.88 9.0" 50 920N 3450 63.5 95 4 84 209 99 4.1 + ,...7j.l- 6 32 (a) 500 1.75 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 ! 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(b) 3450 50.8 112 I 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 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 < Y > A-Z _. ...... _.. .... __. _... 2'/ 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 83 7.6 1' PR 65 920 3450 69.9 110 130 130 94 267 118 3.8 3.4 V ,�j�' j�, 76.1 mm tt 920 500 2.75 4.15 _ 5.21 3.69 10.51 4.63 -, 8.4 l` T I 3450 69.9 105 132 94 267 183.8 iin >'410 ��- 3(a)t 920 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 : 3.8 J-1 4(a)to 920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 ' 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 FEMALE THREADED OUTLET 59.0 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 76.1 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 69.9 111 140 130 92 239 118 ' 4.3 r 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 80 920 3450 88.9 110 140 130 92 239 135 3.7 6.4 the seal 108.0 mm920 500 4.50 4.45 5.38 3.63 9.40 6.12 10.0 3450 ': 114.3 113 137 92 239 155 4.5 • Request Publication 11.03 for 4500 4.50 3.81 5.75 3.63 9.40 6.25 18.0 Mechanical-T cross assemblies 100 920 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 1/2750 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. ica'c. U I1C6 11.02 4 CARBON STEEL PIPE- HOLE CUT PRODUCTS 1 .1. .t./4 r- !M:: . Bran' 1 Outk STYLES 920 AND 920N DIMENSIONS Style Max.Work Approx. Size No. Pressure@ Dimensions Weight Each Run x Branch Hole /8# V 8 Female Nominal Size 920 Diameter T"` Thd. Grv. W Y Z ' Thd. Grv. Inches or psi +0.13 Inches Inches Inches Inches Inches .Inches Lbs. Lbs. < Yl ir Z mm 920N kPa -0.00 mm mm mm mm mat rnm kg kg - f TABLE CONTINUED FROM PAGE 4 • ! 165.1 x 1 920N 500 1.50 3.88 4.56 3.79 9.34 2.75 8.0 j...1V 25 3450 38.1 99 116 96 237 70 3.6 dfrnS 114 u 920N 500 1.75 4.43 5.13 _ 3.79 9.34 3.25 8.4 --- -_4 T �1 /l 32 3450 44.5 113 130 96 237 83 3 8 W I I 11/2(a)to 920N 500 2 00 : 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 1L 40 3450 50 8 112 130 130 96 237 83 3.8 2.4 GROOVED OUTLET 2(a)t j 920N 500 2.50 4.38 5.13 5.13 3.79 9.34 , 3.88 8.5 6.0 50 i 3450 63.5 111 130 130 96 237 99 3.9 2.7 76.1 mm 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69 9 110 130 132 92 267 118 3.9 3.4 < V > r Z N 3(a)t e 920 500 3 50 4.31 5.50 5.13 3.63 0.51 5.31 0.2 8.4 t MI 80 3450 88 9 110 , 140 130 92 267 135 4.6 3.8 V '.', Inc T 4(a)to 920 500 4 50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 T 100 { 3450 114 3 97 146 137 92 267 159 4.8 3.8 �- 4 8 2(a)t 920 500 2.75 5.44 619 6.25 4.81 2.42 4.50 11.6 11.6 '\11 200 x50 3450 69.9 138 157 159 122 316 114 5.3 5.3 -1 21/2(a)t 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 FEMALE THREADED OUTLET 500 2.75 5.25 _ 6.25 4.81 12.42 4.56 ' _ 11.6 76.1 mm n 920 ' 3450 69.9 133 I 159 122 316 116 5.3 3(a)to 1 500 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)tp' 920 500 4.50 4.81 675 ' 6.38 4.81 12.42 6.25 15.3 12.5 in the pipe 100 1 3450 114.3 122 171 162 j 122 316 159 9 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 t 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 a LPCB approved for fire protection services • Sizes from 2 x 1/2750 x 15 mm 0 Approved for use in China by Tianjin Approvals Company. through 8 x 47200 x 100mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. �IC%tc]IUIIC° F`FU N 11_(12 ri CARBON STEEL PIPE - HOLE CUT PRODUCTS i I.U Z . . Mechanical-7r® Bolted Branch Outlets 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. ® Cv and Kv Values Values for flow of water at+60°F/+16°C are shown in the table below. Formulas for C51K0 Values: CD111*- 11.11ill AP = Q2 C2 v Q = Cy x-5,-; Where: Q=Flow(GPM) AP=Pressure Drop(psi) C =Flow Coefficient AP = Q2 K2 Where: Q=Flow(m3/hr) AP=Pressure Drop(Bar) Q = K„ x ,IATD 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 C,,/K,,Values .., THREADED GROOVED .., THREADED , 0 No ii 2 15 21 3 9.4 1.050 16 4 , 2D 26.7 , 13.7 _ 1.315 21 3 8 25 33.7 1.8 1 1/4 1.660 50 48 5½ 6 32 42.7 42.9 41.1 1 1/2 1.900 53 53 11 11 40 98 3 45.4 454 ' 2.375 112 104 2 9 10'/, 50 60.3 I 96 89.1 2½ 2.875 119 150 20 12½ 65 73.0 102 128.5 3.000 161 76 1 mm 16* 76.1 138.1 3 3.500 249 237 14 15½ 80 88.9 213.4 203.1 4 4.500 20 22 421 401 100 114.3 I 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 Nk je(CtQUIIC* VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 1 1.02 6 ,-,?r_vf r,' CARBON STEEL PIPE- HOLE CUT PRODUCTS I .L .1./Z 7anical- ° Bolted Branch Outlets 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 y Vds Size Diameter Inches/mm lnches/mm Inches/mm Schedule LL ULC EM LTCB (Style 920) (Style 92, 21/2-6 2.875-6.625 All0,40 400 400 400 290 232 362 65-150 73.0-168.3 i 2755 2755 2755 1999 1599 2496 21/2-4 2.875-4.500 All OF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 24% 21/2-4 2.875-4.500 AlSF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 6 6.625 3,4 0 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 . 6 6.625 3,4 30,40 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 8 8.625 21/2 0,40 400 145 200 219.1 2755 1000 8 8.625 3 4 10 300 250 145 200 219.1 2065 1724 1000 8 8.625 300 300 145 200 219.1 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/3450kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 47100mm, 57125mm,67150mm and 87200 mm diameter pipe.The Style 931 comes with a 21/2'Y65mm grooved outlet. r' . The drill motor is an electric motor with ground fault circuit interrupter(GFCI) in accordance with = Y safety codes. For more information, refer to publication 24.01. I i. www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. .ctaul.ce RFV N 11_02 7 rhe ® BoltedBranch 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 ✓CtauI.Ce VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2017 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 11.02 L Victaulic® FireLockTM Outlet-T ✓ctaullc° Style 922 10.52 • • -- Or. 1.0 PRODUCT DESCRIPTION Available Sizes • 1 1/4— 2 1/2'/DN32 — DN65 • Threaded Outlet Sizes: 1/2'/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 DOus ® VdS iLPCB 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. • • System No. Location Spec Section Paragraph Submitted By Date Approved Date • • victaulic.com 10.52 3355 Rev H Updated 06/2018 ©2018 Victaulic Company.All rights reserved. 1 ictaulic° 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) ❑ Orange enamel (North America, Latin America, Asia Pacific). ❑ Red enamel (Europe). ❑ Optional: Contact Victaulic with your requirements for other coatings. Gasket': ❑ 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 2 ctaaulic" victaulic.com • • 4.0 DIMENSIONS Style 922 I Z I1ALT.• KIO • Style 922 Size Bolt/Nut Dimensions Weight Nominal Actual I l Approximate Run x Branch FPT2 Outside Diameter Qty. Size T3 V W Y Z (Each) inches inches inches ' inches I inches inches 1 inches inches lb DN mm mm mm mm mm 1 mm mm kg 1'/4 1/2 1.660 0.840 3 3 1.30 1.83 1.10 3.87 2.56 1 DN32 x DN15 42.4 x 21.3 2 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 3,gx 1 4 33 47 28 98 65 0.5 1 1.315 2 x 1 1.52 2.18 1.10 3.87 2.56 1 DN25 33.7 39 55 28 98 65 0.5 1'/2 1/2 1.900 0.840 1.42 1.95 1.22 ' 4.08 256 ' 1 40 x DN15 48.3 x 21.3 2 x 1 36 50 31 I 104 65 0.5 3/4 1.050 ' 34 1.40 1.95 1.22 i 4.08 2.56 i 1 DN20 26.9 2 x 1 36 50 31 ' 104 65 0.5 ' 1 1.315 1.64 2.30 1.22 4.08 2 kx1 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 x14 ; 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 1 Grooved5 inches feet feet DN meters meters 11/4 1 8.5 i 12.5 DN32 x DN25 2.6 ! 3.8 11/2 1 8.5 12.5 DN40 x DN25 2.6 3.8 2 1 85 12.5 DN50 x DN25 2.6 ,:.' 3.8 21/2 x 1 8.5 12.5 DN25 1 2.6 3.8 — — – — — — _ 1 8.5 12.5 DN65 X DN25 2.6 3.8 4 Hazen-Williams coefficient of friction is 120. 5 1"FireLock'M Innovative Groove System(IGS)outlet 6.0 NOTIFICATIONS 1 WARNING 0) Q 0 fil 5;4 roil • 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 Dimensions Minimum Hole Diameter/ Maximum Hole Diameter! Hole Saw Size Hole Saw Size inches inches mm mm All Outlet Sizes 1 46 1 1/4 i. 30 32 • • 10.52 3355 Rev H Updated 06/2018 ©2018 Victaulic Company.All rights reserved. victaulic.com 4 ✓ctaulc® victaulic.com • • 7.1 REFERENCE MATERIALS Size Services Pressures per Regulatory Approvals and Listings6 Nominal UL I ULC FM VdS LPCB CNBOP inches psi I psi psi psi psi psi DN kPa kPa r kPa kPa kPa kPa 1 1/4 x 1/2 300 300 300 232 232 232 DN32 X DN15 2068 2068 2068 1600 1600 1600 1 Y x 3/4 I 300 300 300 232 232 232 DN32 X DN20 2068 2068 2068 1600 1600 ( 1600 1 1/4 x 1 300 300 300 232 232 232 DN32 X DN25 2068 2068 2068 1600 1600 1600 1 1/2 x 1/2 300 300 300 232 232 232 DN40 X DN15 2068 2068 2068 1600 1600 1600 I._ —.. 1 1/2 x 3/4 300 300 300 232 232 232 DN40 X DN20 2068 2068 2068 ) 1600 1600 1600 1 i 1 1/2 x 1 I 300 300 300 232 232 232 DN40 X DN25 1 2068 2068 2068 1600 1600 1600 2 x 1/2 300 300 ' 300 232 232 232 DN50 X DN15 2068 2068 ,,. ' 2068 I 1600 1600 1 1600 . 2 x 3/4 300 300 300 ( 232 232 232 DN50 X 20 2068 2068 2068 1600 1 1600 1600 2x1 300 300 300 232 232 232 DN50 X DN25 cn Il: y;,' 2068 2068 2068 1600 16001600 2 Y x 1/2 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 21/2 x 3/4 300 300 300 232 232 7 232 2068 2068 2068 =:;1600 1600 1600 21/2 x 1 300 300 300 232 232 232 f.._ __, 1600 2068 2068 206 3008 .. 1600 1600 232 232 232 I'l DN65 X DN15 ' 2068 1600 1600 1600 1 300 232 232 232 —j DN65 X DN20 F 2068 j 1600 1600 1600 300 232 232 232 DN65 X DN25 .i.. . 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 I-100:Installation Instructions 1-922:Installation Instructions FireLockTv Outlet-T • • User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This 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 72nd AVENUE DELTZN, PORTLAND, OR 97224 PHONE: 503.620.4020 FAX: 503.620.1058 FIRE , INC. WWWDELTAFIRE.COM CCM 64174 HANGERS FIRE PROTECTION CONTRACTORS BAND HANGERS q www.- NFPA SWIVEL RING HANGER FIG. 141 & 141F Function: Designed for the suspension of non-insulated stationary pipe lines. The knurled 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 1/2" (15mm)to 2" (50mm). The capture is permanent in the bottom portion of the 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. v Material: Carbon steel + Finish: Pre-galvanized(Fig. 141)or pre-galvanized with felt lining(Fig. 141F) Approvals: Underwriters' Laboratories Listed in the U.S. (UL), Canada(CUL), for use with standard steel pipe sizes 3/4" (20mm)to 8" (200mm)and CPVC pipe size 3/4" (20mm)to 4" (100mm). Factory Mutual Approved for steel pipe sizes 3/4" (20mm) to 8" (200mm). Complies with Federal Specifications A-A-1192A(Type 10), and a Manufacturers' Standardization Society ANSI/MSS SP-58 (Type 10)which c&us APPROVED supersedes ANSI/MSS SP-69. Ordering: Specify figure number and pipe size. NOTE: If ordering Fig. 141F felt lined hangers for pipe sizes of 3'/2"(90mm) or under, order the next largest size to allow for the thickness of the felt lining. Metric knurl insert nuts available upon request. Rod Ad'. Max.Rec.Load Wt.Each Pipe Size Size B �� D E lbs. kN lbs. kg 1/2 (15) 3/8 17/8 (47.63) 17/16 (36.51) 23/4 (69.85) 31/16 (77.79) 300 (1.33) .10 (.05) 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) a 1 (25) 3/8 15/8 (41.28) 1 (25.40) 21/2 (63.50) 33/16 (80.96) 300 (1.33) .10 (.05) 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) 11/2 (40) 3/8 21/8 (53.98) 11116 (26.99) 31/8 (79.38) 37/8 (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 31/15 (77.79) 15/8 (41.28) 315/16 (100.01) 53/8 (136.53) 525 (2.34) .19 (.09) o 3 (80) 3/8 311/16 (93.66) 17/8 (47.63) 49/16 (115.89) 65/16 (160.34) 525 (2.34) .23 (.10) 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) 4 (100) 3/8 43/16 (106.36) 1718 (47.63) 51/16 (128.59) 75/16 (185.74) 650 (2.89) .30 (.14) 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) • C 1) V v ct w Unless otherwise specified, all dimensions on drawings and in charts are in inches and dimensions shown in parentheses are in millimeters. V 0 TOLCO� www.tolco.com abra4dofNIBCO 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 C (, US 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 E adjustment by allowing the rod to be threaded completely throughgn p 440 k C clamp. Open design permits inspection of thread engagement. Approvals — Underwriters' Laboratories Listed in the USA (UL) and t•S1 Canada (cUL). Exceeds requirements of the National Fire Protection In Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" Fpie 4110 0 pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic 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 i to the TOLCO Seismic Restraint Systems Guidelines. 1110 Finish — Plain Note — Available in Electro-Galvanized and HDG finish. Order By — Figure number, rod size and finish Fig. 65 Patent#4,570,885 B D Fig. 65 E Dimensions •Weights p,4"p C Rod Size Max. Rec. Approx. ,��41011►I A B C D E F Load Lbs.* Wt./100 444 1 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 * Max. loads for clamp with set screw in up or down position. Fig. 66 ,.► A Dimensions •Weights gill Rod Size Max. Rec. Approx. A B C D E F 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 ®'roLco. Fig. 69 - Beam Clamp Retaining Strap c )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 O 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 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: 1". lie IIE-..,................._____ t r A i. .1 ilw //AP I.' a es Dimensions•Weights Type Rod Size A Hole Size B 3/s7A6 Specify 1 9A6 Specify 2 5/s 1-1/46 Specify 3/4 13A6 Specify = �I 3 3/8 '/8 Specify Specify = / 'UI *Longer lengths are available,consult factory. _ --��I-- 1-1 MT COOPER B-LINE 1375 Sampson Ave•Corona,CA 92879•800.786.5266•FAX:951.737.0330 zt { WWWAOlCO.CUfIl ISO COOPER B-Line III HANGER RODS III Fig. 140: Right-hand ThreadsMachine Threaded Rods • Threaded Both Ends Flg. 253: Right and Left hand Threads ;z cnC LE E Size Range:3/8"through 5" Material:Carbon steel is ts,u oai�uir,,.aj• ,++,„ti„m}},”,,,,f,if,uuu+}: Qs Finish:Plain or Galvanized Ordering:Specify rod size,figure number, name, rod length <,, and finish.Specify thread length if other than standard. Ilmlli�glllll�llm�n �,v in UNWORN' i 1111111 illli 1111111111;11I Note:The acceptability of galvanized coatings at temperatures I I above 450°F is at the discretion of the end user. A u, FIG. 140, 253: LOADS (LBS) • DIMENSIONS (IN) FIG. 140, 253: Rod Size Threads Max Load Standard Rod LOADS (LBS) • DIMENSIONS (IN) (CONT.) A per Inch 650° F 750° F Thread Length D* Rod Size Threads Max Load Standard Rod Q c % 16 730 572 A per Inch 650° F 750° F Thread Length D* 67 EE 1/2 13 1,350 1,057 21/2 23/4 4 49,400 38,687 11 . E2 a/e 11 2,160 1,692 3 4 60,100 47,066 12 , 3/a 10 3,230 2,530 3 33/4 4 71,900 56,307 13 /a 9 4,480 3,508 31/2 31/2 4 84,700 66,331 14 Et E ct 1 8 5,900 4,620 4 33/a 4 98,500 77,139 15 U, ' 4 4 113,400 88,807 11/4 7 9,500 7,440 5 41/4 4 UN 129,400 101,337 _ ca �' 1'/2 6 13,800 10,807 6 41/2 4 UN 146,600 114,807E 13/4 5 18,600 14,566 7 43/4 4 UN 164,700 128,982 18 `n�' 2 41/2 24,600 19,265 8 5 4 UN 184,000 144,096 g 2'/a 4'/2 32,300 25,295 g *Fig.140 rod up to 1"rod size and 24"in length may be furnished as Fig 146 rod m , unless order states that all thread rod is not acceptable. 21/2 4 39,800 31,169 10 *V8"-4'1 Diameter:UNC-2A CLASS fit. O G UE � U .J O Fig. 248: Right Hand Threads Eye Rod Not Welded Y Fig. 248L: Left Hand Threads =0 CCI Size Range:3/8"through 21/2" FIG. 248, FIG. 248L: a Material:Carbon steel LOADS(LBS)•DIMENSIONS(IN) Finish:Plain or Galvanized. Maximum Temperature:650°F Rod Size Standard Rod L Max Load Features:Through 11/2'; inside diameter of eye will A Thread Length-D (min} 650° F =Q accommodate a bolt diameter'/s" larger than rod diameter; 3/a 4Y4 240 "� 1 3/4"and larger, inside diameter of eye will take a bolt diameter 1/2 2'/2 '/4" larger than rod diameter. a'' 412 705 I Ordering:Specify rod diameter,figure number, name, rod 3/a 3 51/2 1,050 length and finish.Specify thread length if other than standard. '/e 31/2 61/2 1,470 1 4 7'/a 1,940 o s A 1'/a 5 8% 3,120 2 1Y2 6 10 4,650 + �I�11111111(Illl�ll��ll�llu�llllll�lllllll�}Illl�ll�lllllllllu� 13/a 7 12 6,380 2 8 14 8,280 z D• 2'/a 9 15/ 10,900 `°� o = L ► 21/2 10 17 13,400 m E= (0),�TEa-aT 4M/I L www.anvilintl.com 97 PH-11.11 ?owers.. FASTENING INNOVATIONS GENERAL INFORMATION GENERAL INFORMATION SECTION CONTENTS M General Information 1 O SNAKE+° Material Specifications 1 Internally Threaded Screw Anchor Installation Specifications 2 V PRODUCT DESCRIPTION Installation Instructions 3 Z 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 is2 threaded into the anchor body. ,. a GENERAL APPLICATIONS AND USES Z V • Suspending conduit,cable trays and strut • Pipe supports SNAKE+ ill C • Interior applications/low level • Seismic and wind loading applications C corrosion environment • Fire sprinklers INTERNAL THREAD VERSION • Tension zone areas • Suspended lighting • Unified coarse thread(UNC) ® E ANCHOR MATERIALS lFEATURE AND BENEFITS 1 Q + Cracked concrete approved alternative to a dropin anchor • Zinc plated carbon steel body Q + Designed for use in holes drilled with standard ANSI carbide drill bits ANCHOR SIZE RANGE(TYP.) • 1/4",3/8"and 1/2" diameters cu + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt SUITABLE BASE MATERIALS • Normal-weight concrete + Fast anchor installation with a powered impact wrench • Sand lightweight concrete + Hammer not used for installation • Concrete over steel deck w APPROVALS AND LISTINGS • International Code Council, Evaluation Service(ICC-ES), ESR-2272 for concrete.Code compliant .,'-;-,!',at. «AF with the 2015 IBC,2015 IRC,2012 IBC,2012 IRC, 2009 IBC, 2009 IRC,2006 IBC,and 2006 IRC. ` 'n ,,,1"` 2 Pi • Tested in accordance with ACI 355.2 and ICC-ES AC193 for use in structural concrete 9° %taH,,,,� P...;t 0 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 t for supplemental recognition in redundant fastening applications 0 e • FM Global(Factory Mutual)-File No. 3038104(see report for sizes) www.approvalguide.com-Pipe hanger components for automatic sprinkler systems _ t GUIDE SPECIFICATIONS Powers Design Assist® N Real-Time Anchor Design Software 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. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. a MATERIAL SPECIFICATIONS o 0 Anchor Component Specification Z a Anchor Body Case hardened carbon steel Plating Zinc plating according to ASTM B633,SC1,Type Hi(Fe/Zn 5) Minimum plating requirements for Mild Service Condition Z 2 www.powers.com 1 ?owers. INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS 3 INSTALLATION SPECIFICATIONS m _ Installation Information for Snake+ Screw Anchor for Single Point Applications' 3:11Anchor Property/ Nominal Anchor Size Setting Information Notation Units 1/4" 3/8" 1/2" Nominal outside anchor diameter da(do)' in. 0.375 0.500 0.750 (mm) (9.5) (12.7) (19.1) Internal thread diameter(UNC) d in. 0.250 0.375 0.500 r (mm) (6A) (9.5) (12.7) )111 Minimum diameter of hole clearance in fixture for do in. 5/16 7/16 9/16 steel insert element(following anchor installation) nNominal drill bit diameter dbit in. ANSI ANSI ANSI = Minimum hole depth ho in. 2 2 2-1/2 O (mm) (51) (51) (64) xi Overall anchor length tench in. 1-1/4 1-1/4 1-11/16 lil (mm) (32) (32) (43) Minimum nominal embedment depth' h.... in. 1-5/8 1-5/8 2-3/16 (mm) (41) (41) (55) Effective embedment he in' Not Applicable° 1.10 1.54 0 41 (mm) (28) (39) Maximum impact wrench power(torque) TWew ft.Ib. 120 345 345 .. (N m) (163) (468) (468) --I Maximum tightening torque of steel insert ft.-lb. 4 8 36 IVO; element(threaded rod or bolt) Tma. (N-m) (6) (11) (49) Anchors Installed in Concrete Construction' c:/- ® s. Minimum member thickness' hmm in. Not Applicable° 4 4 (mm) (102) (102) `D r' Critical edge distance' ca< n' Not Applicable3 4 (mm) (76) (102) Minimum edge distance' Cmin �n' Not Applicable° 3 4 f (mm) (76) (102) Minimum spacing distance' 5min (mm) Not Applicable° (76) (102) 3 Anchors Installed in the Topside of Concrete-Filled Steel Deck Assemblies' Minimum member topping thickness hmin,devk (mm) Not Applicable° ($3) Not applicable Critical edge distance Cac,deck,top (mm) Not Applicable° (76) Not applicable 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. P1 5. For 3/8-inch diameters installed in the topside of concrete-filled steel deck assemblies,steel installation detail. K D z c Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element W, z y^ 4 R R 4 Z M1� M1 M1 `� n A ']}} z dbit hm -hmn hmin o h / .. ' o° h �a h �la di �I ph bh r •h hef h h f Rc h N F, KM SIB Do not exceed Tmae =_ Do not exceed x 2 www.powers.com ?owers. FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS VI ' a a a • a a a• a• • a• 0 v . v v V v vP P,v v vC, P v v ' P v v o P v t , P • t , Y d P:• P •d,.. 0 dP:•d .. P •d ! t i e P:•d P:•d V ODpv v `7Dp pD,t.v.rvpD .pDv v.pD' . IC II a 577. V z 7-1- I I V Step 1 Step 2 Step 3 Step 4 W 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 G 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,Takrew,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, Tax.Minimum p t of ANSI Standard 8212.15. to the impact wrench.Mount the tool off the anchor to disengage. thread engagement should be + anchor onto the setting tool. at least one anchor diameter. Liu--a .) Installation Detail for Snake+ in the Topside of Concrete-Filled Steel Deck floor and Roof Assemblies' t? cu 1. 3/8-inch diameter anchors may be placed in the topside of steel deck d- SAND t1GHTT CONCRETE OR NORMAL WEIGHT CONCRETE -- OVER S OVER STEEL DECK(MINIMUM 2,500 PSI) profiles provided the minimum topping thickness,minimum spacing t— Snake+Anchor distance and minimum edge distance are satisfied. Min.3-1/4" � (TYP) -1 Q L t t f \ S. S T f T • d .., ..•Vp.''y,'.O- O•'''' 9' u Op• O�'1''b,7,• b Op'r O ' .f ,Y oY ,f• ,t f• f ,Y T i, Max. 'r. ..'Y. Lr. d..r. Mm.(TYP)4-12" ..i :..r 3" .. .. . . . • Min.4-112"(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 SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE provided STEEL DECK(MINIMUM 3,000 PSI) deck profiles in minimum hole clearance is satisfied.Anchors 1" in the lower flute may be installed with a maximum 1-inch offset in Min.3" Clearance either direction from the center of the flute.The offset distance maybe Min. Upper Flute(Valley) increased proportionally for profiles with lower flute widths greater " T Y S. '/:,....":;:,...":;::.°:;:,', o' .,. ,; �: bt,:•o r e . 'T Y,,. >•„ ft: than those shown provided the minimum lower flute edge distance w is also satisfied. 0 '9 m tr .•�'.10 'tF O'a. $ b.1 tv- ,'.'b G V O -...T;:.',-,..f,',.: t � Y ••„-.-----.„:,-..f;,•••T• t f t•� as Snake+ ' :. Min.4-112” :;'...':;,:;'..t; •�' "• i Max. r.'Tt,.',ap�f1�.' Anchor(Typ) ' \:vo.•-, (TYP) °ofr.vo.r Min.4-1f2" Min.12"(Typ) o (TYP) Min' Lower Flute(Ridge)— rc 1-1/4" No.20 Gage Steel Deck Min.— a Flute Edge— 0 O S v Z Q Q Z Q 2 V z Z V www.powers.com 3 ?owers. PERFORMANCE DATA FASTENING INNOVATIONS 3 PERFORMANCE DATA m n Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)1'6 340 Design Characteristic Notation Units Nominal Anchor Diameter 3/8 inch 1/2 inch 2 Anchor category 1,2 or 3 - 1 1 NM Nominal embedment depth 'nom n. 1 2-3/16 (mm) (41)1) (55) r STEEL STRENGTH IN TENSION' 36.0 ASTM A36 2 Minimum specified yield strength of steel insert element fy ksi(N/mm2) (22 48) ASTM A193, 105.0 - n Grade B7 (724) Z 58.0 Minimum specified ultimate strength „ ksi ASTM A36 (400) 0 of steel insert element f°`a (N/mm2) ASTM A193, 125.0 Grade B7 (862) Effective tensile stress area of steel insert elementIA " int 0.0775 0.1419 (Ase)" (mm2) (50) (92) ASTM A36 4.495 8,230 ry. in tension N. Ib (20.0) (37.0) (/� Steel strength (kN) ASTM A193, 9,685 Z Grade B7 (43.1) -JIM Reduction factor for steel strength'° s - 0.65 tiCONCRETE BREAKOUT STRENGTH IN TENSION' nom, m in. 1.10 1.54 .f. Effective embedment her (mm) (28) (39) co _en_® Effectiveness factor for uncracked concrete knu - 24 30 Effectiveness factor for cracked concrete ku - 17 24 CI) Modification factor for cracked and uncracked concretes Ivo - Cracked concrete=11. Untracked concrete=1.0 Critical edge distance ca, (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, NP,°nu lb See note 7 See note 7 uncracked concrete(2,500 psi)6 (kN) Characteristic pullout strength, lb 1,665 cracked concrete(2,500 psi)6 NP•" (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)" (kN (kN) See note 7 1,665 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, NP,aea°nu lb 1,515 1,625 uncracked concrete over steel deck6•1° (kN) (6.7) (7.2) Characteristic pullout strength, Nn.aea, lb 1,075 1,300 cracked concrete over steel deck6•1° (kN) (4.8) (5.8) = Characteristic pullout strength, lb 1,075 1,300 z cracked concrete over steel deck,seismic" Np,aevtm (kN) (4.8) (5.8) a Reduction factor for pullout strength, K concrete over steel deck3 0 Condition B=0.65 T, 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 z D.3.3 shall apply. 2. Installation must comply with published instructions and details. n 3. All values of 0 were determined from the load combinations of ACI 318 Section 9.2.If the load combinations of ACI 318 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. Itis 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 o 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 wo" =1.0.Select appropriate effectiveness factor for cracked concrete(kr')or uncracked concrete(k°ne). 6. For all design cases use 1/JcP=1.0.For concrete compressive strength greater than 2,500 psi,NPe=(Pullout strength value from table)*(specified concrete compressive strength/2500)°5 For concrete over steel deck the value of 2,500 must be replaced with the value of 3,000. O 7. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. W, 8. Anchors are permitted to be used in sand-lightweight concrete provided that Nn and Npn 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. io 10.Values for Np,deck are for sand-lightweight concrete (f'4,an=3,000 psi)and additional lightweight concrete reduction factors need not be applied.In addition,evaluation for the concrete ,74 breakout capacity in accordance with ACI 318 Section D.5.2 is not required for anchors installed in the flute(soffit). 11.The notation in brackets is for the 2006 IBC. s 4 www.powers.com ?owers.. PERFORMANCE DATA FASTENING INNOVATIONS Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)'z in Nominal Anchor Diameter O Design Characteristic Notation Units 3/8 inch 1/2 inch Anchor category 1,2 or 3 - 1 1 V Nominal embedment depth hnom n. 1-5/8 2-3/16 (mm) (41) (55) ilt STEEL STRENGTH IN SHEAR' ASTM A36 770 1,995 IC Steel strength inV.shears Vlb (3.4) (8.9) V (kN) ASTM A193, 1,655 V Grade B7 (7.4) 2 Reduction factor for steel strength' 0 - 0.60 Q CONCRETE BREAKOUT STRENGTH IN SHEAR' Nominal outside anchor diameter da(d0)1° in. 0.500 0.750 V (mm) (12.7) (19.1) Load bearing length of anchor 1.10 1.54 CC (her or 8d°,whichever is less) (28) (39) G Reduction factor for concrete breakout strength' 0 - Condition B=0.70 ,,, . PRYOUT STRENGTH IN SHEAR' o v Coefficient for pryout strengthQ (1.Ofor her<2.5in,2.Ofor her z2.5in.) kcp 1.0 1.0 WQ Effective embedment hef in. 1.10 1.54 �,,, (mm) (28) (39) Q cn Reduction factor for pullout strength' 0 - Condition B=0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS y cu ASTM A36 770 1,995 °�' Steel strength in shear,seismic' Vsa,eq lb (3.4) (8.9) (kN) ASTM A193, 1,655 Grade B7 (7.4) Q 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' Vsa,deck Ib ( (8.9) (kN) ASTM A193, 1,,665)55 Grade B7 (7.4) - ASTM A36 770 1,995 Steel strength in shear,concrete over steel deck,seismic' Vsa,deck,eq Ib (3) (8.9) (kN) ASTM A193, 1,665 _ Grade B7 (7.4) Reduction factor for pullout strength' 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 0 were 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 0 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. w 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 318-08u and ACI 318-05)and ACI 318 D.6.1.2. o 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 Vsa,den are for sand-lightweight concrete(f',mia=3,000 psi)and additional lightweight concrete reduction factors need not be applied.In addition,evaluation for the o 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 s 0 0 z z a z s v z z m V www.powers.com 5 ?owers. PERFORMANCE DATA FASTENING INNOVATIONS 3 Factored Design Strength (ON,And DVS) Calculated In Accordance With ACI 318 Appendix D: ITI 1- Tabular values are provided for illustration and are applicable for single anchors installed in normal- A weight concrete with minimum slab thickness,he =hinin,and with the following conditions: - ca,is greater than or equal to the critical edge distance,ca<(table values based on ca,=car). 301 - Ca is greater than or equal to 1.5 times ca,. ' 2 2- Calculations were performed according to ACI 318-11 Appendix D.The load level corresponding to the e o- .: ?. - controlling failure mode is listed.(e.g.For tension:steel,concrete breakout and pullout For shear:steel, :•'X.• ;,. •,•; ,• ; .,•. concrete breakout and pryout).Furthermore,the capacities for concrete breakout strength in tension o o : -o g and pryout strength in shear are calculated using the effective embedment values,hef,for the selected " a^cal ". .- anchors as noted in the design information tables.Please also reference the installation specifications for ' • x '• ' ' A more information. d.•:' .t:a. -:e ha' 311 3- Strength reduction factors(a)were based on ACI 318 Section 9.2 for load combinations.Condition B " caz � is assumed. : r. -1.-.:-;-1-' 2 4- Tabular values arepermitted for static loads only,seismic loadingis not considered with these tables. .:'r -'`' '.•; , A Y =.o :-o r'=.o r�o o •- For designs that include combined tension and shear,the interaction of tension and shear loads must be ,.: ?owers. FASTENING INNOVATIONS PERFORMANCE DATA REDUNDANT FASTENING APPLICATIONS 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 V 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. Z 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 Number of Anchorage V Points s n1 W fm m �m c \n2=At Least 1 t 1 z Anchor n3 n3 n3 n3 Per Anchorage _ Point t 6�'_I Element '_'OC `•., L/l q �—"C:3 Strength Design (Redundant Fastening): Allowable Stress Design (Redundant Fastening): 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 n1 =the total number of anchorage points supporting the linear element nz=number of anchors per anchorage point Where oc 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 qha• Era. See redundant fastening design information table for Snake+design resistance. Anchor Plate (Case Shown n2=4) 1111111111i011111•11111111 11111141,11 .... • n2z 1 0 Factored Load o z n3 a Z V 7 www.powers.com 7 ?owers. INSTALLATION SPECIFICATIONS FASTENING INNOVATIONS 3 INSTALLATION SPECIFICATIONS m = Installation Information for Snake+ Screw Anchor in Redundant Fastening Applications Anchor Property/ Nominal Anchor Size Setting Information Notation Units 2 1/4" 3/8" 1/2" mi3/8" 1/2" 3/4" A Nominal drill bit diameter dei, in. ANSI ANSI ANSI r Nominal embedment depth him in. 1-5/8 1-5/8 2-3/16 (mm) (41) (41) (55) Effective embedment her in. 1.10 1.10 1.54 2 (mm) (28) (28) (39) A Minimum hole depth ho in. 2 2 2-1/2 (mm) (51) (51) (64) 0 Minimum concrete member thickness hmi3 in. 3 3 3 'A (mm) (76.2) (76.2) (76.2) Overall anchor legnth tanch in. 1-1/4 1-1/4 1-11/16 (mm) (32) (32) (43) Minimum edge distance,redundant fastening' Can=ca. in. 4 4 4 VI (mm) (102) (102) (102) Minimum spacing distance,redundant fastening' sm.co in. 8 8 8 (mm) (203) (203) (203) `i O` Maximum tightening torque of steel insert ft-lb. 4 8 36 9 9 q Tmax element(threaded rod or bolt) N-m (6) iv + ft.-lb. 120 345 345 Q c) t Maximum impact wrench power(torque) LK. (N m) (163) (468) (468) rTh 4: 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. b Redundant Fastening Design Information for Snake+ Anchors',z3 0 Anchor Property/ Nominal Anchor Size Setting Information Notation Units 1/4" 318" 112" I Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth h.. in. 1-5/8 1 518 2 3/16 (mm) (41) (41) (55) CHARACTERISTIC STRENGTH(RESISTANCE)INSTALLED IN CONCRETE'S Number of Number of Number of anchorage points anchorage points anchorage points Resistance,cracked or uncracked concrete F. lb n,>_4 n,i 3 n,>_4 m z 3 rn Z 4 n, 3 (2,500psi) (kN) 550 360 675 450 675 450 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Effective tensile stress area 01 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 = Resistance,cracked or uncracked concrete Fa lb m 4 n,s 3 m>_4 m 3 m 4 m>_3 z over steel deck(2,500 psi) (kN) n 550 360 675 450 675 450 i (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factor' g533 - 0.65 D 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 0were 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 C 0 E K x 8 www.powers.com ?owers.. FASTENING INNOVATIONS ORDERING INFORMATION Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete'2,3,4 in Minimum Concrete Compressive Strength O Nominal Minimum 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) 2 11/4 1-5/8 2,130 1,045 2,335 1,045 - - (41) (9.5) (4.6) (10.4) (4.6) J 3/8 1-5/8 2,165 1,045 2,370 1,045 3,190 1,045 a (41) (9.7) (4.6) (10.6) (4.6) (14.2) (4.6) V 1/2 2-3/16 5,590 2,050 6,125 2,050 7,240 2,050 on (55) (24.9) (9.1) (27.3) (9.1) (32.0) (9.1) 2 1. 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 E . ORDERING INFORMATION 1, L Carbon Steel Snake+ Screw Anchor / Internal E + Cat.No. Anchor Size Embedment Thread Std.Box' Std.Ctn. W Depth4444' ;' r a, 6400SD 1/4" 1-5/8" 11/32" 100 1,000 Q 6401SD 3/8" 1-5/8" 23/32" 50 500 Z v 6403SD 1/2" 2-1/2" 15/16" 50 300 2-2 1. Each box comes with one free setting tool j --c:73 Setting Tool for Snake+ Screw Anchorv Cat.No. Anchor Size Std.Ctn. 6402SD 1/4" 1 6407SD 3/8" 1 6404SD 1/2" 1 T 0 0 a.0 O 0 v z V Z Q S V L Q V www.powers.com 9 SAMMYS® DESCRIPTION/SUGGESTED SPECIFICATIONS s am m y The Sammy X-Press®System is designed to provide direct attachment of threaded rod in metal deck X-Press O (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 Installs' f ,N \ )11, and are not designed for use in metal deck.In many instances, access to the backside of the installed fastener is prohibited Metal Deelf: by panel liner or roofing insulation. Sammy X-Press°anchors deliver the performance installers require without the use of a Portia, ii` retaining nut! Tubular Ste( 1 Sammy X-Press 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. W. No retaining nut required. Use in applications where access to the back of Provides design flexibility. the installed fastener is prohibited.ie.metal roof deck,tubular steel,or vapor barrier fabric. X—i e -_c %,i'i'i` I (.11 t" The Sammy X-Press expands to provide 1.---- - direct vertical attachment in: (XP) .y -Metal Deck(22-16 gauge) Patent"°. �+"� 6,935,821 F�I' ;... "` -Z-Purlin(18-16 gauge) The Sammy X Press Swivel allows you to hang plumb in extreme roof pitches: (SWXP). 89°in Z Purlin PatentPending —45°in metal deck for 12/12 pitch 1. FOR The Sammy X-Press Sidewinder expands (SXP) k, t1"�:�� to provide horizontal attachment in: Mt , . -16 ga-3/16"steel-purlin,tubular steel. Patent Pending V 0 T ROOF MOO ITS SAMMYS° Construction Produces S12 Call our toll free number 800-387-9692 or visit www.itwconstruction.caforgeneralinformation. L Visit ITW Builder's SAMMYS web site www.sammysuperscrew.com for the most current product and technical information. APPLICATIONS APPROVALS ' Sprinkler Systems The X-Press System has earned the 9R21 and 25ES UL Listing. „= Pipes/Plumbing „r, Electrical Lighting and Fixtures r` HVAC Equipment and Fixutres x”iti ;„,..• ,- ,t. w - --',...!; --- .'..:rt.',Ir'f-'7;:.;t14' '''",....114?,4:-.''„.-1:!f.':. '' . INSTALLATION TOOL SAMMYX-PRESS IT� INSTALLATION TOOL INSTALLATION INSTRUCTIONS \ UxPIT 1 . x Patent Pending r � PART MODEL DESCRIPTION:‘ EACH $ NUMBER q � QTY n 8194910 UXPIT* Universal X Press It Tool 1 Pre Drill. H,r Attach Sleeve. Insert Anchor. Install.• 8152910 XPDB 25/64"Drill Bit 1 To watch a video demonstration oftheSammyX Press,visithttp://www.sammysuperscrew.com/sammyxpress.htm *Tool Includes:Sleeve,Bit Receiver,Hex Wrench,and 25/64"Drill Bit. Construction Products Call ouWttlurlree number8Wweb site 92orvisitwwwserscrnstruction.che mosncurrintoroduion. SAMMYS� S 13 Visit ITW Buildex's SAMMYS web site wwwsammvsuperscrew.com for the most current product and technical information. Sammy X-Press 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) APPRO.. (LBS) Ci 1146 185(Luminaire) 027" r 1/4" 8181922 XP 200 X Press 200 (22 ga) 250(Luminaire) .056" .125" 25 125 Metal Deck (XP)Arglik850(21/2"Pipe) 1146 185(Luminaire) 940(2"Pipe) .027" Patent nn. 3/8" 8150922 XP 20 X-Press 20 (4"Pipe)ga) 250(Luminaire) 14754'Pi( p) .027" .125" 25 125 Metal Deck 283(Conduit&Cable) .056" 1250(31/2"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 3/8" 8150922 XP 20 Sammy 1146(22 ga) 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) p:vi!....int Pre-Pour Structural Concrete @ 3000 psi Post-Pour Range II LWCs 35 PCF(lbs/ft') SAMMYS X-Press Swivel Head° ROD PART ULTIMATE c® TEST ® TEST MIN MAX BOX CASE SIZE NUMBER MODEL DESCRIPTION PULLOUT us LOAD • LOAD THICK THICK QTY QTY APPLICATION (LBS) LISTED (LBS) APPRO.. (LBS) 750(2"Pipe) 170 vertical(Luminaire) (sXPI i' ma 80 @ 45°(Luminaire) Swivel 1061(22 ga Vertical) Patent Pending .125" 25 125 Metal Deck tir{t°+ 3/8" 283 vertical 635(2"Pipe) .027"8294922 SOP 20 1, t t� X-Press 20 829(45°Off Vertical) (Conduit&Cable) 0-,it vs 233@45° p()l3F PITCHF (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 SOP 2.0 Swivel 1061(22 ga Vertical) .027" .125" 25 125 Metal Deck X-Press 2.0 829(45°Off Vertical) 1/2" 8271957 SXP3.5 Swivel 1675(16 ga Vertical) .060" .125" 25 125 Purlin X-Press 3.5 1558(89°Off Vertical) SAMMYS X-Press Horizontal Mount ( I ROD PART ULTIMATE ® TEST ® TEST ' MODEL DESCRIPTION PULLOUT LOAD LOAD MIN MAX BOX CASE APPLICATION SIZE NUMBER (LBS) LISTED (LBS) (LBS) THICK THICK QTY QTY Sidewinder 1250(31 "Pipe) 3/8" 8293957 SWXP 35 X-Press 35 1798(16 ga) 80(Luminaire) 416(Conduit&Cable) .060" .125" 25 125 Purlin raten....tPending Wu i%TH7 SAMMYS Construction Producn. S 14 Call our toll free number 800-387-9692 or visit www.itwconstruction.ca for general information. Visit ITW Buildex's SAMMYS web site www.sammysuoerscrew.com for the most current product and technical information. SAMMYS X-Press r„„--\-,,_ for Seismic Restraint Swivel I DESCRIPTION 45°to'ensure� , proper FEATURES BENEFITS installation! Structural attachment and Reduced installation cost. restraint component combined; ei Design flexibility. ready for selected rod. Less on site material(GO GREEN). '- Access to the back of fastener I"'� �• not required. Less material coordination. ■ Aesthetically pleasing. ‘44- ■ Does not require use of a Cori-Puffin \ Mete)Deck retaining nut. t S EO ro r r 1 Quick and easy installation. ' X511 Eq. 4..,RIVALMENrNE � FOR 3/8" AND 1/2" RODS SPECIFICATIONS \•. ��_ .. ----iii-Tam\ e s scan ;seas DEMO i SXP 20 AND SXP 35 FOR 3/8"ROD gpTE60R1ES Structural attachment for installation of branch/end of line restraint using 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 201;:,-P 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 ':-):P r 3,8"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 NEPA 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. 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"Rod:Designed for use in steel purlin ranging from 16 ga. -SXP 35(16 ga.)0-90°from horizontal-3-1/2"Schedule 40 pipe Ws through 1/8"in low slope or pitched roof designs(12/12). UL 203A File EX 15565 a The Swivels may be used to attach short length of rod to eliminate lateral Listing for 1/2"Rod: UL 203ASTED File EX 15565 G„ sway bracing per NFPA 13,9.3.5.3.8,(2007). LISTED 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 SXP3.5 16ga 1/8" Purlin 25 125 ItEf Maximum Rod Length for 1/r=100, 200, 300, and 400 Least Radius of Maximum Rod Length for Ur(ft) Restraint Shape and Size Nominal Diameter Area(in 2) Gyration,r(in.) Ur=100 I/r=200 I/r=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 3/8 in. 0.11 0.094 0.8 1.6 2.4 3.1 Rods(threaded at ends only) 1/2 in. 0.196 0.125 1.0 2.1 3.1 4.2 Reference:NFPA 13,(2007) *Reference:NFPA 13,(2010) IT[/ Construction Products Call our toll free number 800-387-9692 or visit www.itwconstruction.ca for general information. SAMMYS 515 Visit ITW Buildex's SAMMYS web site www.sammysuperscrew.com for the most current product and technical information. SA YS X-Press for Seismic Restraint 8 Erfl ) ' r DESCRIPTION (SIDEWINDER) Y7Eqj E + EMENrs� SWXP 35 FOR 3/8"ROD f /‘crj \SC IN tEBtt ( Structural attachment for installation of branch/end of line restraint using 1 SEISMIC DES` CATE60RIES ,\i3/8"threaded rod.Used primarily in purlin,bar joist,or other steel structural 1t C.D & F 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 ()1 each fastener,eliminating need for retaining nut. .....- SPECIFICATIONS iSPECIFICATIONS 1i1i , Restrained Pipe Size: Up to Schedule 40 pipe 2"or less f' , V Max Length of Restraint Material: See Maximum Horizontal Load Tables below. ' ` h. Maximum Angle: 45°from horizontal r`'hank to Material: Carbon Steel Screw Description: 1/4"-20 X 1-1/8"with expandable sleeve 45°to ensure proper Finish: Electro-Zinc(cap&screw) installation! Testing: BX Report#R-1362 Listing: UL 203 as a pipe hanger al UL 203A pending LISTED US SELECTION CHART Y[ 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. PERFORMANCE TABLES --w=,;':(4414;44A04'.-:- Maximum Horizontal Loads for Restraint with 1/r=100, 200, 300, and 400 Least Radius of Maximum Rod Length for lir(ft) Restraint Shape and Size Nominal Diameter Area(in?) Gyration,r(in.) lir=100 1/r=200 lir=300 lir=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 3/8 in. 0.11 0.094 0.8 1.6 2.4 3.1 Rods(threaded at ends only) 1/2 in. 0.196 0.125 1.0 2.1 3.1 4.2 Reference:NFPA 13,(2007) *Reference:NFPA 13,(2010) ITS Construction Products S 16 SAMMYSCall our toll free number 800-387-9692 or visit www.itwconstruction.ca for general information. Visit ITW Buildex s SAMMYS web site www.sammvsuperscrew.com for the most current product and technical information. 14795 SW 72nd AVENUE DE L_Ft_s„ PORTLAND, OR 97224 PHONE: 503.620.4020 FAX: 503.620.1058 FIRE ) INC. WWW.DELTAFIRE.COM CCB# 64174 SPRINKLER HEADS FIRE PROTECTION CONTRACTORS Bulletin 148 Rev.H ® Model F1 FR QREC Series ReliableK8.0 (115 metric) Quick Response Extended 070 co Coverage Sprinklers A complete line of UL Listed and FM Approved quick response extended coverage sprinklers for light hazard applications. Horizontal Sidewall Sprinklers are approved J -0` for installation 4" - 12" (102mm - 305mm) .n0. , t tt 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: s' ;t4P • EC-9 Deflector ' ,, For Model Fl FR QREC 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 The glass bulb consists of an accurately controlled amount UL Listing Category of special fluid hermetically sealed inside a precisely manu- Sprinklers, Automatic & Open 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 NationalFire Protection Ass.o- 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 .a Installation Wrench: Model D Sprinkler Wrench or Model W2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy MinnWil ii Installation Data: Nominal Sprinkler 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) (20mm) (R3/4) (56.1mm) 155°F(68°C) 1,2,3,4 R4842 r R � 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 Sprinkler 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 (20mm) (R3/4) (56.1mm) 155°F(68°C) (1)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 [57.15mm] ft.xft.(mxm) 115/16"DIA F- [49.21 mm] 26 (98.4) 10.6(0,7) 16 x 16 (4.9 x 4.9) I-— 33 (125.0) 17.0(1,2) 18x18 (5.5x5.5) = == 1"X 3/4"REDUCER 40 (151.4) 25.0(1,7) 20 x 20 (6.0 x 6.0)(2) TURN COLLAROR UNTIL TIGHT 1"X 1/2"REDUCER (21 UL/ULC Listed for both Pendent and Recessed Pendent at AGAIWRENCH SPRINKLER WRENCH BOSS _ _ 135°F(57°C)only. FACE OF FITTING TO 1 1 II CEILING DIMENSION(2) J_— �7W*Irmo" , L!� 1/B", , ADJUSTMENT(2) 00'\Vel i[3.18mmj 1110 "A."(2) lik 2 27/32 DIA. [72.23mm] 136FG028 2. Model Fl FR QREC Horizontal Sidewall Sprinkler Deflector: EC-9 I Installation Wrench: Model D Sprinkler Wrench of Model W2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy Installation Data Nominal Sprinkler Nominal Thread K-Factor Sprinkler Approval(2) Temperature p Orifice Size Length Organizations Rating Identification 1 US Metric Number(SIN) 17/32" 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 Fl 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 F1 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 RatingoFl F2 Min.-Max. ft.x ft.(m x m) 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) (I)FM Approval of recessed sprinkler-135°F(57°C)and 155°F(68°C)only. (2)Refer to escutcheon data table for dimensions. FACE OF FITTING CEILING DIMENSION 0,) 1-' 4‘70 I2- h p TURN SPRING GOUAR, U 777L TIGHT AGAINST 1 SPRINXLD7 W 9EAYY1 -1-ilia BOSS. 1 15,76- 1111 �• 2 27/3e GN. °`a Illlllllllll�r'� = RECOMMENDED WALL HOLE I A'N 2 1/ 'TIGUIETFR nn��\\VVYY I AAWSThIfM 1481002 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 Fl FR 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 F1FR QREC Sprinklers. The use of any other Finishes(1) recessed escutcheon will void all approvals and negate all Standard Finishes1't 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 protectors to ckt Branrickt Brass Black Platingg 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 (1)Other colors and finishes are available on special order. Consult may leave the bulb vulnerable to damage. RASCO wrench- (2 factory for details. es are designed to install sprinklers when covers are in FM Approval limited to bronze,bright and satin chrome plated, g p 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 MaintenanceFace of Fitting The Models F1 FR QREC and F1 FR QREC Recessed Sprin- Model�n Adjustment Dimension to Ceiling or Wall Dimension klers should be inspected and the sprinkler system main- 3 3/4"(19mm))1) 3/16"(5mm)- tamed in accordance with NFPA 25. Do not clean sprinklers Fi /4"(19mm) 13/8"(35mm))2) 15/16"(24mm) with soap and water, ammonia or any other cleaning fluids. F2 1/2" (13mm) 1 (25mm)) 1(2 3/16,(5mm)- Remove dust by gentle vacuuming. Replace any sprin- 19/16"( ) 16 (18mm) kler which has been painted (other than factory applied) or 11)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: F1 FR 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 Bulb 6. Escutcheon Type 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. % Recycled ® (800)431-1588- Sales Offices vat"/r Paper Reliable (880000 00)844381---61055881 48 6051 Sales Fax Corporate Offices Revision lines indicate updated or new data. ( www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.03/17 P/N 9999970142 Bulletin 002 Rev. G OD 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- s 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. fied 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 late adjustment of the Non-Ferrous ConcealerTM p 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 ConcealerTM 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 --;1 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'/z" (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'/z" 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 25/8" diameter hole is cut in the ceiling, the sprinkler pable 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) otse. (2) Fort thel 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 torn 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 Off White and warranties. Engineering Specification Satin Chrome Sprinklers shall be cULus Listed, non-ferrous, quick re- sponse concealed pendent sprinklers specifically designed 125FG01 1".1/2"REDUCING TEE OR ELBOW and tested for use in MRI type applications, and able to withstand exposure to a magnetic field of up to 6 Tesla. The I Iflfllhi Il sprinkler frame and cover plate assembly shall be of all brass i 1 1 + 111 construction, including the drop-down deflector and sprin- _ 2 DM kler cup assembly. The water seal shall consist of a Teflon E__ 5/8" ' CEILING HOLE 2 3/8"OR. _ _ film coated Belleville spring washer and bulb/machined cup ' 1 SPRINKLER CUP r ',1��1.�11� assembly utilizing a 3 mm glass bulb thermal element. Sprin- ASSEMBLY1 I 1 2 5/e•MAX. FACE OF F117/NG TO • CEILING DIMENSION �i�I 1 CEILING Temperatures Ratings ,;, L OW II * ,R,,V7E Classification Sprinkler Cover Plate Max.Ceiling ,,; ', .I►.I�.�� Temp. , 135°F/57°C ""' Ordinary 155°F/68°C 135°/57°C 100°F/38°C 1/2•MAX. J COVER ADJUSTMENT - 3 5/16 DIA 3/16" Installation Data 1/2" NPT(R1/2) inlet - Figure 1 Total Nominal Nominal Sprinkler K Factor Thread Approval Identification Adjustment Orifice US Metric Number(SIN) 1/2"(13mm) 1/"(15mm) 5.6 80 1/2"NPT(R'h) 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)484381---61508581 Sales Offices vat'` Paper eli (800) Sales Fax (914)8292042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.04/15 P/N 9999970241 VicFlexTM Sprinkler Fittings /ctaul;c, .. to Series AH1, AH2 and AH4 Braided Flexible Hose Assemblies 10.85 • Brackets: Style AB1 for suspended and hard-lid ceilings, allows Vi "1 . installation before ceiling tiles in place Style AB2 for hard-lid ceilings, allows for vertical sprinkler OPP adjustment 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 c0 us (yds) LPCB Style AB7 Adjustable for suspended and hard-lid ceilings LISTED G412024 1041-01 See Victaulic Publication 10.01 for more details. Style AB8 for hard-lid ceilings (regionally available) Style AB9 for hard-lid ceilings with hat furring channel grid systems Product Description: Style AB10 for Armstrong°TechZone'M 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, 1830mm. Note: length includes branch-line nipple and 5.75"/140mm straight reducer. • Sprinkler Reducers: 1/" and 3/4"/15 and 20 mm sprinkler connections and 5.75"/140mm, 9'/230mm, 13"/330mm 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"/20mm 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 1725.4 mm NPT or BSPT male thread Reducers (lh 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 l 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 • 2751 mm (cULus Listed - Series AH2 only) Nut and Nipple: Carbon Steel, Zinc Plated • 3"/76.2 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/"/15mm reducer) K5.6/8,1 (S.I.) Flexible Hose: 300-series Stainless Steel (3/4720mm reducer) K14.0/20,2 (S.I.) Collar/Weld Fitting: 300-series Stainless Steel • cULus (1/2"/15mm reducer) K8.0/11,5 (S.I.) (3/4720mm reducer) K14.0/20,2 (S.I.) Gasket Seal: EPDM per ASTM D2000 • VdS/LPCB (l /15mm reducer) K5.6/8,1 (S.I.) (3/4720mm reducer) K8.0/11,5 (S.I.) Isolation Ring: N/A Nut and Nipple: Carbon Steel, Zinc-Plated Reducers (l 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 ictaulice victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 c®us FRICTION LOSS DATA: LISTED -Series AH2 Braided Hose with Straight 5.75" Reducers -Style AB1 and AB10 Brackets Series AH2 Hose Maximum Length of l Equivalent Length Number of Stainless Steel I of 1"/33.7mm 90°Bends at 2"/51mm Flexible Hose Outlet Size Sch.40 Pipe(C=120) Bend Radius inches inches/type feet/meters 31 '/z"/Straight 16/4.9 4 3/4"/Straight 17/5.2 4 36 '"/Straight 21/6.4 5 3/a"/Straight 23/7.0 5 48 1/z'/Straight 32/9.8 8 _.-.._._3/4"/Straight 37/11.3 8 60 '/z"/Straight 46/14.0 10 Ye/Straight 46/14.0 10 72 '/z"/Straight 55/16.8 12 3/a'/Straight 53/16.2 12 Series AH2 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2751mm center line bend radius Length of, I --T- Stainless Steel Flexible ! Outlet 1 2 3 4 5 i 6 7 8 9 10 11 12 Hose Size Bend Bends Bends Bends , Bends j Bends Bends Bends I Bends Bends Bends Bends inches j inches 1/z/4" 8.5/2.6 11.0/3.4 13.0/4.0 16.0/4.9 N.A N.A N.A N.A N.A N.A N.A N.A 31 3 " 10.0/3.0 12.5/3.8 14.0/4.3 17.0/5.2 N.A N.A N.A N.A N.A N.A N.A N.A 36 '/z 13.5/4.1 16.0/4.9 18.0/5.5 19.0/5.8 21.0/6.4 N.A N.A N.A N.A N.A N.A N.A 3/4' 14.0/4.3 17.0/5.2 19.5/5.9 20.0/6.1 23.0/7.0 N.A N.AN.A N.A N.A N.A N.A z 1 15.5/4.7 17.0/5.2 19.5/5.9 i 20.0/6.1 21.0/6A : 22.0/6.7 28.0/8.5 ,{ 32.0/9.8 NAN.A N.A N.A 48 3 " 17.0/5.2 19.0/5.8 21.5/6.6 124.5/7.5 26.0/7.9 27.0/8.2 30.0/9.1 37.0/11.3 N.A N.A N.A N.A 1 ' 21.5/6.6 1 24.0/7.3 127.0/8.2 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 60 3/d' 23.0/7.0 24.0/7.3 1 28.0/8.5 29.5/9.0 1 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 7 2 i 1/z" 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 7 ^—T2 I 3/4" 32.0/9.8 32.5/9.9 i 35.0/10.7 35.5/10.8 40.0/12.3 40.5/12.3141.0/12.5 46.0/14.0 50.0/15.2 51.0/15.5 52.0/15.8 53.0/16.2 i 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 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 •ctaul.c° vici.ii,a.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 cOus 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 Stainless Steel of 1733.7mm 90°Bends at 3776.2mm Flexible Hose Outlet Size Sch.40 Pipe(C=120) Bend Radius inches inches/type feet/meters 31 'h"/Straight 52/15.8 3 3/4"/Straight 55/16.8 3 36 'h"/Straight 63/19.2 4 3/4"/Straight 66/20.1 4 48 'h"/Straight 78/23.8 4 3/4"/Straight 80/24.4 4 60 1/2"/Straight 88/26.8 I 4 3/4"/Straight - 90/27.4 I 4 72 '/z"/Straight 112/34.1 5 3/4"/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 i Bends Bends Bends Bends inches inches 31 ' 32 42 52 N.A N.A I 3/4" 33 44 55 N.A N.A I 'h" 33 43 53 63 N.A 36 3/4" 36 46 I 56 66 N.A 48 'h" 46 57 I 68 78 N.A 3/4" 51 60 71 80 N.A 60 1 " 56 67 77 88 N.A 3/4" 58 69 80 90 N.A 72 I 1h" 69 79 91 102 112 I 3A" 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 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 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 uctaulic` victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 <ft> 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, and AB10 VicFlex Brackets and AB10 VicFlex Brackets and AB9 VicFlex Brackets Length of i Maximum Maximum Maximum Stainless Equivalent Number of Equivalent Number Equivalent Number Steel Length of 90°Bends at Length of of 90°Bends at Length of of 90°Bends at Flexible Sprinkler Outlet 1"/33.7mm 7"/178mm Bend 1733.7mm 77178mm 1.733.7mm 7"/178mm Hose* K-Factor Size Sch.40 Pipe Radius Sch.40 Pipe Bend Radius Sch.40 Pipe Bend Radius I inches 'Imperial/S.I. inches/type feet/meters feet/meters feet/meters 'h"/Straight 53.8/16.4 23.5/7.1 20.6/6.3 31 5.6/8.1 ,/2,/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 2 2 2 1/2"/90°Elbow 63.1/19.2 27.7/8.4 29.8/9.0 '/2"/Straight 87.9/26.8 38.2/11.6 27.5/8.3 48 5.6/8.1 3 3 3 '/2"/90°Elbow 85.8/26.1 37.4/11.4 29.2/8.9 Y"/Straight 112.2/34.1 42.4/12.9 35.7/10.9 60 5.6/8.1 ,h"/90°Elbow 108.4/33.0 4 43/13.1 4 37.2/113 4 1/2"/Straight 136.5/41.6 46.6/14.2 45.9/14.0 72 5.6/8.1 ,/2"/90`Elbow 131.1/39.9 4 48.5/14.7 4 47.5/14.5 4 ' 3/4"/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 2 14.6/4.4 2 3/4"/Straight 55.6/16.9 25.0/7.6 21.7/6.6 36 8.0/11.5 3/4"/90°Elbow I 57.5/17.5 2 24.6/7.5 2 22.4/6.8 I 2 I 3/4"/Straight 82.8/25.2 35.5/10.8 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 i 27.9/8.5 60 8.0/11.5 s/4"/90°Elbow 105.9/32.2 4 40.1/12.2 4 28.9/8.8 4 3/4"/Straight I 137.3/41.8 43.5/13.2 38.8/11.8 72 8.0/11.5 3/4"/90°Elbow 130.2/39.7 4 45.2/13.7 4 39.4/12.0 4 31 11.2/16.1 3/4/Straight 1 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 48 11.2/16.1 3/a"/90°Elbow 82.8/25.2 3 3 32.1/9.8 29.9/9.1 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 3/4"/90°Elbow 133.4/40.6 4 41.9/12.7 4 38.6/11.7 4 31 14.0/20.2 3/4"/Straight 44.3/13.5 2 14.9/4.5 2 16.3/5.0 2 3/4"/90°Elbow 46.4/14.1 15.5/4.72 19.9/6.1 3/4"/Straight 55.5/16.9 19.4/5.9 21.8/6.7 36 14.0/20.2 3/a"/90°Elbow 56.7/17.3 2 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 33.9/10.3 34.9/10.6 60 14.0/20.2 3/4"/90°Elbow 107.5/32.7 4 34.1/10.4 4 30.3/9.2 4 3/4"/Straight 137.9/42.0 37.5/11.4 41.5/12.6 72 14.0/20.2 4 4 4 13/4"/90°Elbow 132.8/40.4 I 38.6/11.7 38.6/11.7 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 ictaulic' victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 VdS FRICTION LOSS DATA: , -Series AH1, AH2 and AH4 Braided Hose -Style AB1, AB2, AB4, AB7, AB7 Adj., AB8, AB9, and AB10 Brackets 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 3776.2mm 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/1/2"/Straight_ 20 mm/3/4'/Straight 4.0/12.9 5.5/18.0 5.5/18.0 3 15mm/1/2'/Straight i 915/36 20 mm/3/4"/Straight 4.6/15.0 6.4/21.0 6.4/21.0 3 1220/48 15mm/1/2'/Straight 6.1/20.0 8.5/27.9 8.5/27.9 3 20 mm/3/4"/Straight 15mm/1/2"/Straight 1525/60 20 mm/34"/Straight 7.6/25.0 10.7/35.1 10.7/35.1 4 15mm/1/2"/Straight 1830/72 9.2/30.0 12.8/42.0 12.8/42.0 4 20 mm/34"/Straight i _____ 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 I Series AH2 Hose Series AH2 Hose Equivalent Length Equivalent Length of steel pipe of steel pipe Length of according to Maximum Length of according to EN i Maximum Stainless EN 10255 DN 20 Number of Stainless 10255 DN 25 Number of , 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 : 3776.2mm Flexible Outlet relating to a flow i 3776.2mm Hose Size velocity of 5 m/s Bend Radius Hose Size velocity of 5 m/s Bend Radius, mm/inches mm/inches/type meters/feet mm/inches mm/inches/type meters/feet 790/31 15mm/1/z"/Straight 12.65/41.5 2 790/31 15mm/1/2"/90°Elbow' 14.4/47.2 2 20 mm/3/4"/Straight 20 mm//4"/90°Elbow, , 915/36 15mm/1/2 /Straight 14.8/48.6 3 915/36 15mm/1/2"/90°Elbowi 14.3/46.9 3 20 mm/3/4"/Strai hg t! _ 20 mm/3/4"/90°Elbow' 1220/48 15mm/1/2"/Straight 15/49.2 3 1220/48 15mm/Y2"/90°Elbow 15.3/50.2 3 20 mm/3/4"/Straight 20mm/3/4"/90°Elbow, , 15mm/1h"/Straight 15mm/1/2"/90°Elbow 1525/6020 mm/3/4"/Straight 15.3/50.2 3 1525/60 20 mm/3/4"/90°Elbow 16.0/52.5 3 I 15mm/1/2"/Strai_ght I 15mm/1/2"/90°Elbow I 1830/72 17.5/57.4 3 1830/72 17.1/56.1 3 20 mm/3/4 /4"/90°Elbow' i 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 6 jctaul,c` 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 p 0.O © O 1 Flexible Hose m��uuu�i 2 Isolation Ring(Series AH1 and AH2 only) H. -'i'Illtl�ltorraL 3 Gasket I, 4 )_ Nut I' A B id 5 Branch Line Nipple I� "II I 6 I Braid Hose Length Dimensions i 7 I Collar/Weld Fitting .__ 1- 8 _I Sleeve(AH2 Only) _— Hose Length A B inches inches inches mm mm mm 31/790 25.25 31/790 36/915 31.25 36/915 48/1220 42.25 ` 48/1220 60/1525 54.25 1 60/1525 72/1830 66.25 72/1830 Standard 5.75'/140 mm straight reducer Optional C ) 9.07229 mm straight reducer C i l : )— 13.0/330 mm straight reducer 2.62"/ 2627 66.5 mm 14— 66.5 mm `— 11 4iii "i-lE 6.30"/ 4.83"/ _ = 160.0 mm 122.7 mm O =I N ■■ 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 ictaul,c` victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 VicFlex Brackets Style AB1 p • Suspended Ceilings I ' • Hard-Lid Ceilings (FM Only) i Item Description 1 24"/610mm or 4871219mm Square Bar* i IP r CO 2 Patented 1-Bee2'Center Bracket 3 End Bracket � �y,'�Oj If' *Both sizes FM/VdS/LPCB approved,cULus listed �� , r IP i/9 i, Style AB2 ID • Hard-Lid Ceilings 4fr Item Description r10 I o- _ 1 24"/610mm or 48"/1219mm Square Bar* 0 2 Patent Pending adjustable Center bracket 11 gyp-i' p 3 End Bracket `Both sizes FM/VdS approved. -�It `ij% Note: 5/32"/4mm hex key required for adjustment 11 6 * i Style AB4 1,_ • Hard-Lid Ceilings with Hat furring channel grid system Ill'''''''''' I� Item Description \ 1 24"/610mm or48'/1219mm Square Bar* '� p 2 Patent-Pending adjustable Center bracket N3 End Bracket for Hat FurringChannel *Both sizes FM/VdS approved. - Note:5/32"/4mm hex key required for adjustment `I 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 8ictaulic° victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 VicFlex Brackets Style AB7 0 • Suspended Ceilings1 . • Hard-Lid Ceilings 01 1. Item Description 0 1 24"/610mm or 48"/1219mm Square Bar* _ 2 Patented 1-Bee"Center Bracket 3 End Bracket �� q�� *Both sizes FM/VdS approved. Style AB7 Adjustable © 4". • Suspended Ceilings j • Hard-Lid Ceilings la IItem Description © ' 1 700mm or 1400mm Square Bar* I 2 Patented 1 Beez®Center Bracket -' 3 End Bracket(adjustable) 't,\`C v,y 0 *Both sizes FM and VDS approved. 0. Style AB8 ,.`4 • Hard-Lid Ceilings v4.= © ,, Item Description 1 700mm or 1400mm Square Bar* 2 Patented 1-Bee'G Center Bracket 3 End Bracket(adjustable) *Both sizes FM/VdS approved. �__� • icy Style AB9 • Hard-Lid ceilings with Hat furring channel p Ai,► grid system +\� �l Item Description t11 1 24"/610mm or 48"/1219mm Square Bar* 2 Patented 1-Beez®Center Bracket 3 End Bracket for Hat Furring Channel J *Both sizes FM/VdS approved. ` :.may O 1. Style AB10 • Suspended ceilings 0 T 1\ • Armstrong®TechZoneM � � ` ?\ , / ✓ Item Description / �♦' J. 6"/152mmSquare Bar* t/ y 2 , Patented 1-Bee"Center Bracket 1 , 3 End Bracket r *FM/VdS approved,cULus listed. P r 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 Hose Clearance Chart / R Dimension inches/mm / See chart Minimum Bend 2/50 3/80 4/100 5/125 6/150 7/175 Radius"R" A �'� F... ._........ .. .�._... �...__. _._.._.......v. ...... �.._ ...e... See Chart 0-0110 Bracket e assembly e Minimum"A" 10.75/273 11.75/298.5 12.75/32413.75/34914J5/375 15.75/400 Mair— = Style ABI 1111111p 4.4.7 III _ leah 3 mm \I I� i ==_ s/a"716 mm I I U Typical %"I ii ceiling the �hj 1.7"/43 mm v//�p� //�p///p I�_�,M1 I Typical ceiling god 7 %:,..10..;01L y;,, 9%%��//. N`/� Finished See note ceiling face 24"/610 mm or 481/1219 mm on Center V2707 W719 MM MAX.RECESS V2707 3/4'Y19mm Max. Recess Suspended Ceiling Grid with 90°Elbow (Long) 'I�I�'I, -- - - Bracket assembly Style ABI Hose Clearance Chart �.� _i_ 1!'� inches/ Seechart I� liii h13 mmA Mn. 8/200 I/ 1 `/8716 mm U Typical t 6111 ceiling tile 1 �y� !iIri ! Typlggrid ,,,cVariations of ceiling grdssprinkler headsbrackets ' fit- Finished and hoses are permitted but may result in clearance See note ceiling face 24"/610 mm differences from the figures above. or46"/1219 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 ictaul,cc victaulic.com I VicFlex Sprinkler Fittings I AH1 I AH2 I AH4 I Publication 10.85 Series AQB Braided Hose Assembly Suspended Ceiling Grid with Hat Furring Channel Hose Clearance Chart Dimension inches/mm / Minimum Bend Radius"R" 2/50 I 3/80 4/100 1 5/125 6/150 7/175 // See chart jj Minimum"A" 10.3/262 11.3/287 l 12.3/313 13.3/338 14.3/363.5 15.3/389 ! ' \ ii J.. A SOWS See Chart 39E Tir;` IC t 99 mm - / ' N See Note ig 7'' ftK Ino fr i,. tour ,i L� IT II \ gommtr 0a71111air 4Vganra V2708 l "/12.7mm Max. Recess Suspended Ceiling Grid with 90°Elbow (Short) 01110111 Hose Clearance Chart inches/ Dimension mm - "'- A Min. 8/200 3.9'/ C - �o r See chart 99 mm /' --� See Note Note: Style AB9 and Series AH2 figures shown. �, .I —r• �_�_ �..1 Variations of ceiling grids, sprinkler heads, brackets, . ����' and hoses are permitted but may result in clearance \ _ _ i I-``"--I differences from the figures above. V3802 ' "/12.7mm Max. Recess 10.85 5839 Rev W Updated 01/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 11 ✓ctaul.c` 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 /,aik\ / \ 2X 2X Minimum Minimum 1 Minimum - -�_ bend radius bend radius bend radius Minimum bend radius • OR OR L Minimum I Minimum I bend radius bend radius i Minimum Minimum 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'" AuaFlex®Designatlon A WARNING IDesignation Series AH4 Outlet Series AQB Series AFB Hose Size Hose Hose • It is the responsibility of the system designer Assembly inches Assembly Assembly to verify suitability of 300-series stainless steel AH4 31 1 AQB31HLD AFB31HLD flexible hose for use with the intended fluid 3/4 AQB31TLD AFB31TLD media within the piping system and external AH4 36 1 AQB36HLD AFB36HLD 3/4 AQB36TLD AFB36TLD environments AH4 48 1 AQB48HLD AFB48HLD • The effect of chemical composition, pH level, 3A AQB48TLD _ AFB48TLD operating temperature, chloride level, oxygen AH4-60 - 3z AQB6OHLD AFB60HLD_ level, and flow rate on 300-series stainless steel /4 AQB6OTLD _ AFB6OTLD AH4 72 Y2 AQB72HLD AFB72HLD flexible hose must be evaluated by the material 3/a AQB72TLD AFB72TLD specifier to confirm system life will be acceptable for the intended service. 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,I-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`