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ft, Sic1)-°(SSZ0-73.4_2ta-71- W O M E R & ASSOCIATES ARCHITECTURAL•ENGINEERING•STRUCTURAL•PLANNING A CERTIFIED MINORITY DESIGN FIRM Old City Hall Building-221 North Wall Street,Suite 600-Spokane,WA 99201 T:(509)534-4884 F:(509)534-4943 Toll-Free:(888)966-3778 Larry Johnson,CFPS Iarryj@wwomer.com June 25, 2015 RECEIVED Talen pizza, Inc., dba Domino's Pizza 3512 NE 3rd Ave JUL 9 2015 Camas, WA 98607 CITY UFTIGARQ RE: Dominos Remodel BUILDING DIVISION Tigard,Oregon We have reviewed the following documents for the Fire Sprinkler System at the above referenced location: • Fire Sprinkler Shop Drawing Sheet: "ls`FLOOR PIPING PLAN" (PDF file provided) • Fire Protection Material Submittal(PDF files provided) Protection Summary: Existing Fire Sprinkler System(wet) in existing building. Building Uses: Restaurant Design Specifications: Design per NFPA 13, 2013 edition. Shop Drawing Review: 1. Existing sprinklers are being re-located to accommodate tenant improvements. 2. Seven(7)new sprinklers are being installed. 3. Fire Department Connection(FDC),riser& underground supply are not modified. E 4. Hydraulic calculations are not provided as occupancy and coverage in remote area are unchanged. Fire Protection Materials: All materials appear to be per NFPA 13. This review does not cover contractor compliance with project specifications. Womer& Associates are not under agreement to provide field observations of the installation and therefore are not responsible for changes made during installation/construction. This review can be considered comprehensive only to the extent of information provided to us. Field review and acceptance of the installation is by others. Operational satisfaction of the system is the responsibility of the contractor and design engineer. The plans and calculations are found to be in significant compliance with NFPA 13 (ed. 2013) subject to the above review comments. PDF files including our review stamp will be forwarded to your o -. Should there be any questions concerning this review of sprinkler system plans, please contact us. p PROpt, ykS �c �GINF� S'�o Respectfully, &' 11959PE y s•,1 Womer& Associates ` • f OREG• R�ARY3 G1s Larry Johnson ROSS CRS\ NFPA Certified Fire Protection Specialist EXPIRES: 12/31/151 f t {DELT 14795 S . 72nd Avenue PORTLAND, OR 97224 PHONE 503-620-4020 FIRE, 1NC. FAX CCB# 6416741058 Domino ' s Tigard, OR DATA SUBMITTAL FOR FIRE PROTECTION SYSTEM J This stamp implies that the designing agency has submitted the plans and required supporting calculations for professional review and the drawings/calculations are found to be in significant compliance with NFPA standards, specifically pamphlet NFPA 13 — 2013, subject to review comments noted in the June 25, 2015 review letter issued by this office. The review can be considered comprehensive only to the extent of the data supplied to the reviewer. 7i.,j Project: Domino's Tigard OR — Delta Fire Inc. WOMER & ASSOCIATES FIRE PROTECTION CONSULTING ENGINEERS May 13, 2015 DELTA FIRE, INC. PROJECT # 15-5439 J FIRE PROTECTION CONTRACTORS • { Domino's Tigard May 13,2015 Page 2 of 2 TABLE OF CONTENTS Pipe & Fittings Steel Pipe Ductile Iron Screwed Fitting Victaulic Mechanical Tee Style#922 Hangers Anvil Ring Hanger Fig #69 Anvil Threaded Rod Powers Snake Anchor Sprinkler Heads Reliable Model F1FR-56 %" 155 Degree Chrome Pendent FIRE PROTECTION CONTRACTORS 3 CELT14795 S.W. 72n0 Avenue PORTLAND, OR 97224 PHONE 503-620-4020 FIRE, IN ■ CCB#64674-1058 • P & F * tt FIRE PROTECTION CONTRACTORS • • / V LSI`I b L) N 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 .r NVIL: w rwri.wrrs.n w.a a. sr Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore UL& ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME 1316.3 Threads ore NPT per ANSI/ASME 61.20.1. NOTICE:Ductile iron fittings hove higher tensile strength than that of steel pipe,therefore,over tighremng con cause cicenoge to pipe threads which may cause leakage.Ductile iron Fttiags should be tightened three turns beyond hand tight,but no more than lour hems, ce. I*19 APPROVED ttaaptappwat Naos aro irotatone 90° ELBOW OW wawa) arawatiVaratCfn Or Ifl IW $v*R * nha>w. Nominal Size inn,Working Dimensions Approx. Pressures A B Wt.End) A k(meat P.51' lel' it,tit* ; it OW tie �— 1 500 1.50 1.50 0,62 • x'_g ecu idt 38G x't 14 500 1.75 115 0.90 -- — z? 340 44'15 44 45 „tB 500 1.94 1.44 1.20 °Q, js 4g 276 54 h 2 500 2.25 2.25 1.85 Lst di,u't 7 254 A-Waking Pressure timings no for reference only and based on$ds,40 pipe For the latest UVU1.C, and FM pressure ratings versus pipe schedule,please visit anvvlintl,com to contact your local Anvil Repr4igltatire. r 4 45° ELBOW /�►11MI.r M1 . 4�FMA'Rf0MIA4 SPF/RNC._ _ Ductile Iron MATERIAL SPECIFICATIONS 1 ` "" Ductile iron threaded fittings ore UL& ULC listed& ` FM Approved for 500 psi service. i,11' Ductile iron per ASTM A536 Class 65.45-12. Dimensions conform to ASME B 16.3 Threads ore NPT per ANSI/ASME 81.20.1. NOTICE:Ductile iron Fittings hove highs tensile strength than that of steel pipe,Therefore,over tightening con raise damage to pipe threads which may coarse leakage.Ductile iron kings should be tightened three turns beyond hand tight,but no mare than Four terns. Ceti tuts Agit 45° ELBOW Kw Uslyinw w '*d it Cf an wwe sow,RlorewMb r Ntr sol Size Man,Working DimensionsApprox. Pressure• A B WI.Earth At freta 151 0411) A tate At Awl tile,1191 1 SUFI 1.12 1.12 0.46 144 _ 500 1.29 1.29 0.73 . .° A 1�4 500 1.43 1.43 091 l ?v,. 2 500 1.68 148 L50 ,t0 O 42 7 4':'.6? 2.%, A-Waiting Pnswre Ratings ore for reference o44 and based on Sch,40 pipe,For the latest Ul1UtC, - and FM pressure ratings versus pose schedule,phase visit prntintl.com or contact your local Anvil . STRAIGHT TEE `: nr r Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore UL& ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME 616.3 Threads are NPT per ANSI/ASME 81.20.1. NOME'Ductile iron Fillings,have higher tensile strength than that of steel pipe,Therefate,over tightening con souse clornage to pipe dsroath which may cause leakage.Ductile iron kings should be tightened three Sums beyond hand tight,but no more than Four turns, c®wt 4 Dm APPROVED STRAIGHT TEE `"`" ""a"" L . Nominal Sae Men'Working Dimensions Approx. Pressure. A B Wt.Each to PSI ON It(dust f.Miami Os`aft 1 500 1.50 1.50 0.85 1& 1/ 500 1.75 1,75 1.22 ,„:14.4„,!- S,? 3.4g1 44 4:: d ) r 4* 11 500 1.94 1,94 1.55 2 500 2.25 2.25 2.45 A-Working Pressure Romig%ore for reference Doty and based on Sch,40 pipe For the latest UtJULC, - and FM pressure ratings versus pipe schedule,please visa anwlinll.cam or conloct your local Anvil Representative. I. BUSHINGS /.h1V�/1L• iM i'il+►M Ai 4MA♦ _ "(C,_,,r Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore UL& ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. w Dimensions conform to ASME 816.14 Threads ore NPT per ANSI/ASME B1.20.1. NOTICE:Ductile iron Finings hare higher tensile strength than that of steel pipe,Therefore,over tighsening can corse damage to pipe threads which may cause leakage.Ductile iron fittings should be tightened three turns beyond hand tight,but no more than lour turns, e@ee '0 MS APPROVED FA UsSnAFFormAl aunts and lanirM.. BUSHINGS Mg oOx „9r AAA,on Moir FAA ReormarFAA. Hoz.Working Dimensions Approx. Noninc4 Sane Pressure* A 8C We WI.Erni tt.fret 51 010 k Oast Ix norg k menu lets.apt C 1 x,4 500 035 0.25 1.42 Outside 0.22 B 25 t 15 i4'.5.r 4 05 4,_FY ,,t. 0.I0 - .. t 1X44 500 0.75 0.25 1.42 Outside 0.17 144x i 500 0.80 0.28 1.76 Outside 0.28 Inside Head t 25 .i; .i? 'H 44/0 ti : hill 500 0.83 0,31 2.00 Outside 0.45 4 k'' _44 /t i s DS 7 5/4 5'60 5/ VA,x 11/4 500 0.83 0.31 2.00 Outside 0.30 C fl_k 32 34_=.Y ;.l /.5'14 5::5i 0 4B 2 x 1 500 0.88 0.41 1.95 1 knirle 0.67 _ tri 25 _:ta£.: 04',.'.'"5 k 4-`4 t".12 43., 2 x PA 500 0.88 0.34 2.48 Outside 0,73 wit s?i `3s a f.,6 :> J 0 33 Outside Head 2 x 1 A 500 0.88 0.34 2.48 Outside 0,61 i'-;,r 40 3<f.5 d c, t:„Y• iii c E ;',7 A-Working Preswre Ratings aro for reference 044 and hosed on 5ch.40 pipe.For the latest UVULC, and FM pressure ratings versus pipe schedule,please visit amr4intl,oam or contact your local Anvil Representative, I • CAP PF/Rtnrlrl: Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore UL& 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 B1.20,1. NOTICE:Dodge iron king:have higher tensile strength than the of steel pipe,Therefore,over tightening con souse damage to pipe threods which may cause leakage..Ductile iron tidings should be tightened three turns beyond hand tight,but no more than lour turns, 0®Is 4> ISM APPROVED ky DOT',AppW- Ordam Orden end Umtata*vcstt wittsas wpowArnaftee mom or n Nominal Size MU.Working Dimensions Approx. Pressures A WI.Each OA.OW 51 Aft) k foots/ lit Itp! 1 500 1.16 032 A 1�b 500 1.78 0.93 2 3'4' 2cc, 0x3 l i 500 1.33 0.60 4 '4 if 3'5 2 7 500 1.45 0.91 2450 $ 2 004r a-Waking Pressure are for ralerenc,o4 and bawd on Sch 40 pipe.For the IOW UVUtC, or d FM pressure ratings versus pita schedr4,please visit am6linttcan or contort you local Anvil Repretentannt. F • 1 COUPLING "sr , L «: Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore UL& ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME 816.14 Threads ore NPT per ANSI/ASME B1.20,1. NOTICE:Ductile iron fiNings hove higher tensile strength dear that of steel pipe,Therefore,over tightening con cause damage to pipe*wends which may cause leakage.Ductile iron fittings should be tightened three tura beyond hand tight,but no more than;our hums, c(q)te Q arta APPROVED ro, €latus yid UMXMOAr. COUPLING OW at n at wawa an kw"Sagas Nominal Size Max.Working Dimension Approx. Prassvrea A Wt.Foch «� k(tel PSI0.11r) k {.... C-�. LGr. 1 [ I 1 500 1.67 0.10 ' IA 500 1,43 0.57 _ _, 1gar7 500 2,15 0,15 2 500 2.53 1.15 A-Working Pressure Ratings are for reference only and based on Sch.d0 pipe For the latest UL/ULC. - and FM praswne rodirngs verve pipe schedule,please visit onvuulirnd.com or oonsoct your local Anvil Representative. —_, . \ Y: CROSS (sr, uvIL ,wsrww..:so w,.,r sla�rrlvrl_ Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore Lk& ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45.12. ( Dimensions conform to ASME 816.3 1 f, ' Threads are NPT per ANSI/ASME B1.20.1. . ... NOT10E:Ductile iron fittings have h hser tensile strength than that of steel pipe,Therefore,over tightening on come damage to pipe tfsteods whirls may cause leakage.Ductile iron fittings should be tightened three turns beyond band tight,but no more than Four turns. c®et LAM Ott For tanpWAM.:V*I 0006 Auld Lalvalientl. CROSSIVIOW1040,111ZEVI Nominal size Max,Waking Dimtntsions Approx. Pressure. A B WI.Each It (mutat' PR 1 it fmmt " is(mal lbs.t ! 1 500 1.50 1.50 0,98 25 4.2 33 ri 26!O 0 44 .—g—.e.—g— . 1.A 500 1.75 1.75 1.50 .ja ii; 44 s; $444 ?e ' — — 1'h 500 1.44 1.44 1,911 0 A EA'::::,,,:::i:,-.:4;-:tiit-3:!,:i7E _ i 4r.T .lc.., 2 500 225 2.25 2.95 . --- 5 IiirA„, rit4Zi[1., 51 3450 #5 53.rw 34 r 0,444:10ttit:i el A 1 _ m x i 500 1.58 1_67 1.2f Iy 11/2 x 1 500 L65 1.80 1.48 4 125 Sts: 3 f a .t,. 4z 0 c:' 2 x 1 500 1.73 2.02 2.10 .'r iS 050 13 94 5530 055 A—Working Pressure Ratings are for reference only mrd based on 5th.40 pipe.For the latest UL1Ut.C. and FM pressure ratings versos pipe schedule,phase visit on+ginil.cam or contoct your local Anil . • I REDUCING 90° ELBOW ..iir i Aiwa:, _ ItE----PF/RIN Ductile Iron MATERIAL SPECIFICATIONS .4, Ductile iron threaded Fittings ore Ul.& ULC listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65.415-12. Dimensions conform to ASME 816.3 Threads are NPT per ANSI/ASME 81.20.1. NOTICE:Ductile iron fittings hove higher tensile strength than that of steel pipe.Therefore,over tightening con come damage to pipe threads which may cause leakage.Ductile iron fittings should be lightened three turns beyond hand tight,but no more than lour turns. c®II 41> UM APPROWO For trotogairtroosrog NAMlti 4161/LirftCOM& REDUCING 90ELBOW %SA OW**oft at 116MAIFIVIVtUNM or cerium on Moir.SAW%Fisor000nuorro Nominal Sixe Aloe.Working Dimensions Approx., Pressure. A B Wt.Eorh At tem) 151 AN In.OW kr.6* Da ag) 1 x VI 500 1.26 136 0.44 32 s:; 3&$4 .02 I x¼ 500 1.37 1.45 0.52 ;4-13-.1 i 334 1 1¼x½ 500 1.34 1.53 0.64 3451 3133 33.83 029 I Vi x§I 500 1.45 142 0.72 A 33 i 3,3 2450 3333 9U4 333 .±-.. l'Axl 500 1.58 1.67 0/5 _ $454? 433 4$4' 034 VA X I 500 1.65 1. i 0.92 4? 4' 4,-; 11/2 x 11/4 500 1.82 I. ; 1.08 40333 3450 4323 4719 f',IC 500 1.49 1.;; 1.08 4:13 ',,, ''.4.4,3 3334 4''°": 744 2 x 14 500 1.60 1.97 1.24 :453 4344 •,,',L4 2 x 1 500 1.73 2.02 1.40 .75 ,:,,,,,y) 4424 N, .247 2x 11/4 500 1.90 2.10 1.52 3: 3429 ,:,7!; 4334 .2.13 2 x 11/2 500 2,02 2.16 1.65 00.)4" 33.53 54.54 4483 1 A-Wo44rk9 Pressure Ramos ere for reference only and hosed on Sch.40 pipe For de keel LIVULC. and FM pressure;wings versus pipe schedule,please whit onnlintl.com or contact your local Anvil Representative. • • t REDUCING COUPLINGv!!= sru .: Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore UL& ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-4512. Dimensions conform to ASME 816.3 Threads are NPT per ANSI/ASME B1,20,1. NOTICE:Ductile iron Fittings hove high tensile strength than that of steel pipe.Therefore,over tightening con cove damage to pipe threads which may cause leakage.Ductile iron Fittings should be lightened three turns beyond hand tight,but no more than four turns, e®ti .4 tansAmtatittl ra L np� al Desats e Unstop,* REDUCING COUPLING Or at ,et moue'an . Nominal Sage Mex.Working Dimensions Approx. Pressure& 6 WI.Each ret REF t kt;fimtgf 19 I it tsari Uta.atitt 1 x 9S 500 1.69 0.39 A 1x4a 500 1.69 0.53 ♦-Working Pressure Romp are for reference**and hosed on Sch.40 pipe.For the latest UVIx.C. and FM pressure rorings versus pipe schedule,please visit onvAinit.com or contact your local Anvil - Representative. i REDUCING TEE ,a1� w.�aFrwssrs r,�,i J Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore UL& ULC Listed & G d for 500 psi service. -9 Ductile Appironroveper ASTM A536 Class 65.45-12. 'iiqt :.... Dimensions conform to ASME 816.3 1•"A-.;.-B-.a Threads ore NPT per ANSI/ASME B1.20.1, REDUCING TEE NOTICE:Ductile` iron fittings hove t„aher Penile strength*on that ofsteel pipe,Therefore,over tighlening can cause damage to pipe threads which Mrflt. piglerrSIDfS Approx.. may cause leakage.Ductile iron finings should be tightened three turns Nominal Size Working YlEach beyond fond tight,but no more than tour turns, Pressure. A B { k t0 PSIM k Owl be OW k iMml tbS.170 e®$ A±o 1 x x i 500 1.50 1,36 1.50 0.64 « Lr endnaYocs. ''.r; ,;�" r` ;'.1 54 ?R i;r 07'.'s waaurwebs/akmor«rwr eaeanor 1 x V4 xi 500 1.50 1.45 1.50 0.13 ,, `,j4 ;45.� ..tit -;?.,..=s ,e lr '3 1 x 1 x 500 1.16 124 16 011 REDUCING TEE 2i t^i ' ''5 3? flAE Max. Dimensions v 3a>; .'` 1 x 1 x 1S 500 1.31 137 1.45 0.76 Aptrtox. 24,2"),r 0 +4 J 4,15 °4 k,, t;53 34 Nominal Size Working Wt.rox. 1 x 1 x 14 S00 167 1.67 1.58 0.98 Pressure* A B t lx1x1k1 500 1.80 1.801:65 1.16 h +1 PSI/ At to a! ktriwO ix OW Hat'>t ,;>.,,4, 443 .4, ,„:,7 4,,91 ?;31'Irx1°sx - 500 1.52 1.52 1.75 1.24 1'Y....x i x'h 500 134 1.26 1.53 0.82 4:5.4 4 ;. ,°,451',1 , 6? 5 6 r a.4 4 .56 45:!; 4 9 +6'86 °i.3 1 412x 1i4x 1 500 1.65 1.65 1 ► 1.30 T - 1''A x i x 3 500 145 1.37 1.62 0.90 443.-400.,, {u5u 0, , 4'4' 4� =o ,. '' 1rixlhx1Y4 500 1.82 1.62 1. �� 1 � . 1" i , 1.48 11',x 1 x 1 500 1.58 1.50 1.67 1.00 r: ,s0 r 3'i s.0 4e.' 4e 3 s,1§ '2,x1 1:' "_" `` i? `t Ecu 4'4? ,t Irhx1Yis2 500 2.16 216 2.02r 198 ,? 11x1xlh 5t0 1.75 167 W 1.75 108 a`, 55 ',3450 5,;. 54' 51 ,0 0s. ?. p," 2x1x2 500 2.25 2.02 225 2,15 1S:4x 1 x VA 500 1.88 1,80 1.82 1.42 56,25, h =;t 5,7:5, i;?? 5715 c-F .'. '?''4'' 54'CC 47.7i 4',f' 46" _'64 2x11,4x2 500 2.25 2.10 225 230 1'„xNx1/2 500 1.34 1.34 153 0.8+6 -5,,..1),..17 Y,.° 34St^ ;; ,', n 34 ii. ,; .,4 ?`-'' ' 5455 3454 54 04' 3~'; ,'.F9 2x11?xV1 500 1,49 1.41 188 1.50 1Y,x l lr x 34 500 1.45 1.45 162 ' 0.92 , ''. 545 ?r gi 33.3j =4 f t3`'t,7f3 54,>5 G; 43 Fw ,,4r, 2x11/2xY, 500 1.60 1.52 1.91 1.62 `r4 x 1 Y,x 1 500 1.58 138 1.67 0.95 t 4 i5 J ;a4 �•61 i, :'i47.3 ,:',:?: 44'44 .7 ._ , ` ," „' ,£4` 2x11xl 500 1.73 1.652.02 164 lYix134x1,4 500500 1.88 1.88 1,82 1.45 ;,r�,, . , J:-:.N. ;;9, i3, 74 i'r`r X 11,x 2 � 4715 ;;C .,... V . •, 9: �u 2.10 2.10 190 �, 2 x 1'�F x 1� S4'� 1.90 1.82 2,10 1.80 175 ,,4 , ., ,>, s326 4t/,''' ' 4 57 54 2x1' x1l 500 2.02 194 216 200 l li x lx Y 500 1.41 1.34 1.66 0.95 , . ' �s;t' ! �' a 9 ;Si; a 64 2 x 14 x 2 500 225 216 225 235 1!4'x 1 x Y4 500 1.52 1.37 1.75 1.14 .,r;.x t ., , '; -17 "C" .5456 3,.R r,,, 14 4': ;. 2x2X,rr 500 149 149 l1 n x l x l 500 1.65 1.50 1.80 1.17 .,, * b0 i 1'A x 1 x 114 500 1.82 1.61' 1. 2 x 2 x i4 500 1,60 1.60 191 1.68 88 1.34 �> 9r �r �, a s 5€ '1'4 ' :!ru: 457 n ,' J''4? 477 )of 2x2x1 504t1 1.73 173 2.02 1.85 1'1x1x1% 500 1.94 1.80 1.94 1.45 ,,.0 a.� „, ,:nffi; ', x2 11Y. 500 1.90 1.90 2.10 204 1 ix1Y,x , 500 1.41 134 1.66 1.05 4., ? .44i '4 ,Aa3, y s. ' 2x2211 500 2.02 202 2.16 218 1A x11 tx 44 500 1.52 1.45 1,75 1.15 ' 4t:M ,?4,..1 44 4:% s" 44. a � f 8 4,1 4F ,, 2 2,� j r x2x 500 2.60 260 239 3.61 131,x 11�x 1 500 1.65 1.58 1.80 125 ', 4; 4") ,.:; ,25 S.Sti* 4 .' ;` -' ?? 1'' 2i x2x1, 500 l.lrl 160 232 228 1'-xPei x2 _ 500 2.16 _ 2.10 2.02 1.90 .,y;:,, .1,; 41 45 4, 42 4 ''3 hc 44 ' p: a-Wor6g tsreWF,Ratings oro kir reference only arid basad on Sch.+0 pipe,for the 1'6x 14"x.i 500 1 41 1.41 1_16 1re 5 loom MAX,and FM pressure ravings versus pipe schedule,please risir onvainti.eom or -IC, ,s i /4 4r 4 .,�;�_ 7 <orNesct your lase!Anvii RepraserNafire. .® M ® (VdS) FireLock® flet'" SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 922 The Style 922 Outlet-T provides a convenient method of incorporating',3/4,and 1715,20 and 25mm outlets for directly connecting sprinklers,drop nipples, sprigs,gauges,drains and 4 other outlet products. Available for 11/4 through 76.1 mm/32 to 76.1 mm piping systems,Style • 922 outlets are UL/ULC Listed, LPC,Vds/FM approved for branch connections on wet and dry systems. The locating collar engages into the hole prepared in the pipe.When tightened,the assembly compresses the gasket onto the OD of the pipe.The Style 922 Outlet-T is UL/FM rated up to 300 psi/2068kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall,Schedule 5 and other specialty pipes." It is supplied with a clear, rust inhibitive coating.Contact Victaulic for other optional coatings. `Consult Section 10.01 for specific listings/approvals. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536,grade 65-45-12. Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request. Gasket: • Grade"E" EPDM -Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry(oil free air)sprinkler services up to the rated working pressure using the Grade"E" Type A Gasket System. Bolts/Nuts: Heat-treated plated carbon steel,trackhead meeting the physical and chemical require- ments 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 Or VICTAULIC COMPANY.©2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. jatelaliC. REV D 10.52....1 v IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 qqqq _ ' 44 * ireLock® K:).• ® dV S � T SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 922 ....... P DIMENSIONS Nominal Size Hole Approx. inches/mm Diameter Dimensions-inches/millimeters Weight Each Run'X Branch ,- +0.06141,5 1--Y , Z fPTi -0;fl0%O.0 T* V W Y Z Ibs/kg 12 X Vi 13/6 1.30 1.83 1.10 3.87 2.56 1.0 V111111111 32 15 30.2 33.0 46.5 27.9 98.3 65.0 0.45 1 ] ' I 3/4 13/6 1.28 1.83 1.10 3.87 2.56 1.1 i .�. 1 II 20 30.2 32.5 46.5 27.9 98.3 65.0 0.50 120 Ri/)W VI 1 1'/e 1.52 2.18 1.10 3.87 2.56 1.2 / 'u 25 30.2 38.6 55.4 27.9 98.3 65.0 0.54 1 1 'iz 1 Six 1.42 1.95 1.22 4.08 2.56 1.2 40 X 15 30.2 36.1 49.5 31.0 103.6 65.0 0.54 1 13/6 1.40 1.95 1.22 4.08 2.56 1.2 20 30.2 35.6 49.5 31.0 103.6 65.0 0.54 1 1 13/,e 1.64 2.30 1.22 4.08 2.56 1.3 25 30.2 41.7 58.4 31.0 103.6 65.0 0.59 2 X Yz 13/16 1.66 2.19 1.46 4.60 2.56 1.3 50 15 30.2 42.2 55.6 37.1 116.8 65.0 0.59 3/4 1'/e 1.64 2.19 1.46 4.60 2.56 1.4 20 30.2 41.7 55.6 37.1 116.8 65.0 0.64 1 13/16 1.88 2.54 1.46 4.60 2.56 1.5 25 30.2 47.8 64.5 37.1 116.8 65.0 0.68 2 Yzx 1/2 13/16 1.91 2.44 1.71 5.40 2.56 1.6 65 15 30.2 48.5 62.0 43.4 137.2 65.0 0,73 3/4 1 3/1e 1.89..,.. 2.44 1.71 ....5.40 2.56 1.6 20 30.2 48.0 62.0 43.4 137.2 65.0 0.73 - 1 1 Y 2.13 2.79 1.71 5.40 2.56 1.6 - 25 30.2 54.1 70.9 43.4 137.2 65.0 0.73 76.1 mm X 1/213/m 1.91 2.44 1.71 5.50 2.56 1.6 15 1 30.2 48.5 62.0 43.4 139.7 65.0 0.73 - 3/ 13/ic 1.89 2.44 1.71 5.50 2.56 1.6 20 30.2 48.0 62.0 43.4 139.7 65.0 0.73 1 13/46 2.13 2.79 1.71 5.50 2.56 1.7 25 30.2 54.1 70.9 43.4 139.7 65.0 0.80 t Victaulic female threaded products are designed to accommodate standard NPT or BSPT(optional) male pipe threads only.Use of male threaded products with special features,such as probes,dry pen- dent sprinklers,etc.,should be verified as suitable for use with this Victaulic product.Failure to verify suitability in advance may result in assembly problems or leakage. *Center of run to engaged pipe end for NPT threads(dimensions are approximate). www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. .CtaUI11C 10.52..._2 REV D IPS CARBON STEEL PIPE- HOLE CUT PRODUCTS 10.52 • 0 .<>. fp (yds) twg • FireLock® Out!Pt-T SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 922 PERFORMANCE Equivalent Length of Nominal Size r.Pipe Inches/rum Feet/meters 1¼ X 1 8.5 32 25 2.6 1½ 1 1 8.5 X 40 25 2.6 2 X 1 8.5 50 25 2.6 2½ 1 8.5 X 65 25 2.6 1 8.5 76.1 mm X 25 26 www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA REV 0 10,52 3 9. Q CTS PS 5.tea, SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 922 • 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. • .......................................................................................................................................................................................• US&WORLD HEADQUARTERS CANADA CENTRAL AND SOUTH AMERICA P.O. Box 31 905-884-7444 1-610-559-3300 Easton, PA 18044-0031 USA 905-884-9774(fax) 1-610-559-3608(fax) 4901 Kesslersville Road viccanada@victaulic.com vical@victaulic.com Easton, PA 18040 USA EUROPE ASIA PACIFIC 1-800-PICK-VIC(1-800-742-5842) 32-9-381-15-00 86-21-54253300 1-610-559-3300 32-9-380-44-38(fax) 86-21-54253671 (fax) 1-610-250-8817 (fax) viceuro@victaulic.be vicap@victaulic.com pickvic@victaulic.com UNITED KINGDOM MIDDLE EAST www.victaulic.com 111111111111111111111111111111111111144(0) 1438741100 971-4-883-88-70 44(0) 1438313883(fax) 971-4-883-88-60(fax) WCAS-6QKGYH viceuro@victaulic.be UPDATED 8/2006 10.52 3355 REV D 1CtauIiC' VIC1AULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.C 2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. 10.52 ti • ' DEL14795 S.W. nd PORTLAND,72OR 97224e FIRE, 503-620-4020 s ■ IRE, IN . CCB#641674-1058 Hangers FIRE PROTECTION CONTRACTORS v • PIPE RINGS -- • Fig. 69 Adjustable Swivel Ring, Tapped Per NFPA Standards Size Range:1/2"through 8" _ Material:Carbon steel Finish:0 Galvanized Service:Recommended for suspension of non-insulated stationary pipe line. Maximum Temperature:650°F Approvals:Complies with Federal Specification A-A-1192A(Type 10) WW-H-171-E(Type 10),ANSI/MSS SP-69 and MSS SP-58(Type 10). UL Listed and FM Approved(Sizes 3/4'-8"). Features: • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the 1/2"through 6"sizes.The capture is permanent in the bottom portion of the band,allowing the hanger to be opened during installation if desired,but not allowing the nut to fall completely out. Ordering:Specify size,figure number and name. Note:The acceptability of galvanized coatings at temperatures above 450T is at the discretion of the end user. Metric nut available upon request.Non-captured nut also available upon request. i fA \ F C B flr : 4� 11/4"through 8"pipe 'A"through 1"pipe - FIG. 69: LOADS (LBS) • WEIGHT (LBS) • DIMENSIONS (IN) Pipe Size Max Load Weight Rod Size A B C F ' 0.10 2% 2 19/16 3/4 0.10 2% 118 15A6 1 300 0.10 29A6 11%6 1 11/4 0.10 2% 1% 7/6 11/2 0.10 3/6 23/4 1% 2 0.11 3% 2% 1'/8 212 525 0.20 4 2% 15/6 3 0.20 31%6 21%6 13/16 4 650 0.30 41116 313/16 19/6 5 0.54 55/16 43/8 6 1,000 0.65 1/2 611/16 59A6 21/4 8 1.00 8 7 211/16 Note:Reflects changes in rod diameter from previously published data per recent revisions in MSS-SP-58&69 PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted . Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 Y HANGER RODS =JA.w!!= Fig. 146 Continuous Threaded Rod Size Range:'/4"through 1'/z"Stocked in six,ten,and twelve foot lengths.Other even foot lengths can be furnished to order. Material:Carbon steel;rod threaded complete length. Finish:CI Plain or❑galvanized. Maximum Temperature:650°F. Ordering:Specify rod diameter and length,figure number, name and finish. Note:The acceptability of galvanized coatings at temperatures above 450°F is at the discretion of the end user. Length NOIIi11111111111111N11111111111111111111111111111011AMMllNUMN!11MMU1�II A FIG.146: LOADS(LBS)•WEIGHTS(LBS)DIMENSIONS(IN) Rod Size Threads Max Load Weight A per Inch650°F per Ft. 1/4 20 240 0.12 3/e 16 730 0.30 'h 13 1,350 0.53 5/e 11 2,160 0.84 V4 10 3,230 1.20 9 4,480 1.70 1 8 5,900 2.30 11/4 7 9,500 3.60 1' 6 13,800 5.10 Note:Other rod sizes available upon request.Class 2 fit is available upon request. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 • ?owers. Snake+`M PRODUCT INFORMATION FASTENERS n m Snake+ Internally Threaded Screw Anchor n PRODUCT DESCRIPTION SECTION CONTENTS Page No. 0 Z General Information 1 The Snake+anchor is an internally threaded, self-tapping screw anchor designed for f1 performance in cracked and uncracked concrete. Suitable base materials include normal- Material Specifications 1 V1 D weight concrete, structural sand-lightweight concrete and concrete over steel deck. The Installation Specifications 2 r- Snake+screw anchor is installed into a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is threaded into the anchor body. Installation Instructions 3 Performance Data 4 GENERAL APPLICATIONS AND USES Ordering Information 9 • Suspending conduit • Interior applications/low level corrosion environment • Cable trays and strut •Tension zone areas • Pipe supports • Seismic and wind loading applications • Fire sprinklers • Suspended lighting Snake+ FEATURES AND BENEFITS +Designed for use in holes drilled with standard ANSI carbide drill bits INTERNAL THREAD VERSION +Anchor design allows for shallow embedment and mechanically interlocks with base material Unified coarse thread(UNC) + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench ANCHOR MATERIALS + Hammer not used for installation Zinc plated carbon steel body APPROVALS AND LISTINGS ANCHOR SIZE RANGE(TYP.) International Code Council, Evaluation Service(ICC-ES), ESR-2272 1/4",3/8"and 1/2"diameters Code compliant with the IBC, and IRC (see report for applicable code editions) SUITABLE BASE MATERIALS Tested in accordance with ACI 355.2 and ICC-ES AC193 for use in structural concrete under the design provisions of ACI 318(Strength Design method using Appendix D) Normal-weight concrete Evaluated and qualified by an accredited independent testing laboratory for recognition in Structural sand-lightweight concrete cracked and uncracked concrete including seismic and wind loading(Category 1 anchor) Concrete over steel deck Evaluated and qualified by an accredited independent testing laboratory for reliability against brittle failure, e.g. hydrogen embrittlement Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant fastening applications FM Global(Factory Mutual)-File No.3024502(see report for sizes) www.approvalguide.com-Pipe hanger components for automatic sprinkler systems GUIDE SPECIFICATIONS o E.�l11 Icc -to rco4, CSI Divisions: 03151-Concrete Anchoring and 05090-Metal Fastenings. 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. MATERIAL SPECIFICATIONS This Product Available In Anchor Component Specification � Anchor body Case hardened carbon steel Plating Zinc plating according to ASTM B 633,SC1,Type III (Fe/Zn 5) Powers Design Assist Minimum plating requirement for Mild Service Condition Real Time Anchor Design Software www.powersdesignassist.com 9 1 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA: (800)524-3244 or(914)235-6300 ?owers. FASTENERS PRODUCT INFORMATION Snake+'' INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor for Single Point Applications1'3 " Nominal Anchor Size Anchor Property/Setting Information Notation Units 1/4" 3/8" 1/2" Nominal outside anchor diameter (da) 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 (mm) (6.4) (9.5) (12.7) Drill bit diameter dbit in. 3/8 1/2 3/4 ANSI ANSI ANSI Minimum hole depth h0 in. 2 2 2-1/2 (mm) (51) (51) (64) Minimum concrete member thickness2 h in. 3 4 4 min (mm) (76) (102) (102) Overall anchor length ranch in. 1-1/4 1-1/4 1-11/16 (mm) (32) (32) (43) Nominal embedment depth hnom in. 1-5/8 1-5/8 2-3/16 (mm) (41) (41) (55) Effective embedment hef in. Not Applicable 1.10 1.54 (mm) (28) (39) Minimum edge distance2 Cmin (mm) Not Applicable (76) (102) Minimum spacing distance2 Smin (mm) Not Applicable (76) (102) . 3 4 Critical edge distance2 bac (mm) Not Applicable (76) (102) Maximum impact wrench power(torque) Tscrew ( -Ib. 120 345 345 (N-lb. (163) (468) (468) Maximum tightening torque of steel insertT ft.-lb. 4 14 36 element(threaded rod or bolt) max (N m) (6) (19) (49) 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 illustration 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 3hej or 1.5 times the flute width. 3.The notation in parenthesis is for the 2009 IBC. Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element ,.. .P• • 'j,''..'. . ,.. f `.. ... • .:.. .;,•' i, . r ,f.*.. .v..• .4.-.. ., .;.. ''' '.."`hi 'h ' hhot -t•hnefft ihmfn•.� h � hftW -r----i . 4 44-00e, I 'II 1.4.4.4.4 dh 1 ,,,j1 1,-.,..4 dh MISOO • Do not mood Do nal omosod mar g Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 2 -Powers Snake+T°" PRODUCT INFORMANTION FASTENERS E INSTALLATION INSTRUCTIONS I 1 2 = Installation Instructions for Snake+ Screw Anchor a r� r sa r'' ''''Nopp . a . a A a� D a ► t° D. . a1 Ax • � * 001A s « o e a a y _______.00_____. i ` 0111 1 F — 41 ______r. . . . ::,, , :::"::.:::.:.::::.:::,:::.::::,::::::::::::.i ...., F___ ,_ ,,,:.:._.:.::...,:.. .,.:::, ___ 1.) Using the proper drill bit 2.)Select a powered impact 3.)Drive the anchor into the 4.)Insert threaded rod or a size, drill a hole into the wrench that does not exceed hole until the shoulder of bolt into the Snake+, taking base material to the required the maximum torque, Tscrew- the Snake+setting tool care not to exceed the depth. The tolerances of the for the selected anchor comes into contact with the maximum specified carbide drill bit used should diameter. Attach the Snake+ surface of the base material. tightening torque of the meet the requirements of setting tool supplied by Do not spin the setting tool steel insert element, Tmax. ANSI Standard B212.15. Powers Fasteners to the off the anchor to disengage. Minimum thread impact wrench. Mount the engagement should be at anchor onto the setting tool. least one anchor diameter. Installation Detail for Snake+ Installed Through Soffit of Steel Deck into Concrete STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK(MINIMUM 3,000 PSI) r 1"CLR.MIN. UPPER FLUTE (VALLEY) a • . • 4a • •4 • Y'. r ".4 r Q ♦ ,4 •.ti4 + .• 4 4 •r .4 • .• r_ . • 4 . • 4 4 4• . 4 MIN.3"4 Vy • ra • 4 a! + 4♦• 4. t � 4 . " • 4: r a v•a, 1 e4, r 4 • r4r . a . V. . 4 . 4 • 9 f . 4 a + a 4 , 4 44; a - ♦: •" .. r 4 • MAX.3" t 4• 4' •4 _� 4 . � �� 4 a: ANCHOR 4 . MIN.4-1/2" . * 4.4 i (TYP) c (TYP) MIN.44/2" {_ MIN.12"(TYP) - I ` (TYP) ..— --... ...--. MIN.1-1/4" LOWER FLUTE(RIDGE) — NO.20 GAGE STEEL DECK MIN. — FLUTE EDGE — • 9 3 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA: (800)524-3244 or(914)235-6300 ?owers. FASTENERS PRODUCT INFORMANTION Snake+TM PERFORMANCE DATA Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)1.2 Nominal Anchor Size 4 Design Characteristic Notation Units 3/8 inch I 1/2 inch Anchor category 1,2 or 3 - 1 1 1 ------ - ---- Nominal embedment depth hnom in.(mm) j 1-5/8 (41) 2-3/16 (41) STEEL STRENGTH IN TENSION4 •Minimum specified yield strength of f (N/msm2)i I ASTM A36 (248) steel insert element r ksi 105.0 (N/mm2) ASTM A193,Grade B7 (724) I 2 I ASTM A36 8.0 ksi Minimum specified ultimate strength of fir - (N/mm } (5400) steel insert element ut (N/mm2) j ASTM A193,Grade B7 (862) Effective tensile stress area of steel insert ,5e in2 0.0775 0.1419 element (mm ) (50) 1 (50) lb ASTM A36 4,495 8,230 Steel strength in tension N�11 (kN) (20.0) (37.0) (kN) ASTM A193,Grade B7 (43.81) I -_ Reduction factor for steel strength3,4 0 - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION8 Effective embedment h in. 1.10 (.94 (mm) (288)) (39) Effectiveness factor for uncracked concrete3 kuncr - 24 30 Effectiveness factor for cracked concretes kR 17 24 Modification factor for cracked and71 Wc,/V Cracked concrete 1.0 untracked concretes Uncrackked concrete= 1.4 Critical edge distance cat (rnrn) (76) (102) Reduction factor for concrete breakout strength3 0 - Condition B=0.65 PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 - Characteristic pullout strength, N lb uncracked concrete(2,500 PSI)6 pug I (kN) See note 7 See Note 7 Characteristic pullout strength, cracked concrete(2,500 PSI)6 NP.° (kN) SeSee note 7 See Note 7 Reduction factor for pullout strength3 0 - Condition B=0.65 PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, N lb seismic(2,500PSl)6,9 m (kN) See note 7 See Note 7 Reduction factor for pullout strength seismic3 0 - Condition B=0.65 PULLOUT STRENGTH IN TENSION FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, lb 1,515 1,625 N uncracked concrete over steel deck6,10 p,deckuncr (kN) Characteristicstrep strength,, P 9 N decklb 1,075 1,300 cracked concrete over steel deck6,10 P (kN) (4.8) (5.8) Reduction factor for steel deck3 0 - Condition B=0.65 1. The data in this table is intended to be used with the design provisions of ACI 318 Appendix D;for anchors resisting seismic load combinations the additional requirements of Section D.3.3 shall apply. 2. Installation must comply with published instructions and details. 3. All values of Owere 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 Section D.4.5. 4. It B 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 classified as non-ductile in seismic tension calculations.Steel failure does not control in this condition. 5. For all design cases use 111;N=1.0.Select appropriate effectiveness factor for cracked concrete(ka)or uncracked concrete(k,,,,cr). 6. For all design cases use 4(v=1.0.For concrete compressive strength greater than 2,500 psi,Np,=(Pullout strength value from table)'(specified concrete compressive strength/2500)0.5 7. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. 8. Anchors are permitted to be used in structural sand-lightweight concrete provided that Nb and No„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. 10.Values for Nu,dere are for structural sand-lightweight concrete (f'r,mu,=3,000 psi)and additional lightweight concrete reduction factors need not be applied.In addition,evaluation for the concrete breakout capacity in accordance with ACI 318 Section D.5.2 is not required for anchors installed in the flute(soffit). 11. For 2003 IBC,ford replaces fur; N.replaces Ns;4f,N replaces Rf;and Neq replaces NP,,,,,. 12.The notation in brackets is for the 2009 IBC. g Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 4 . • ?owers • Snake+TM PRODUCT INFORMATION FASTENERS E PERFORMANCE DATA z = Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)1.2 t1 OZ Nominal Anchor Size Design Characteristic Notation Units 3/8 inch 1/2 inch Ffl D Anchor category 1,2 or 3 - 1 1 r Nominal embedment depth h„a,,, in.(mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN SHEAR4 Minimum specified yield strength of f (N/mm2) ASTM A36 (3248) steel insert element y ksi (N/mm2) ASTM/193,Grade B7 (724) - Minimum specified ultimate strength of f (N/mm2) ASTM A36 2400) steel insert element tit ksi 125.0 2 ASTM A193 Grade B7 (N/mm ) (862) Effective tensile stress area of int 0.07 5 0.1419 steel insert element (mm2) (50) (50) 995 Steel strength in shearsa s V ro (kN)ASTM A36 (3 4) (8 9) 65 (kN) ASTM A193,Grade B7 (.4) - Reduction factor for steel strength3 0 - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Effective embedment hefin. 1.10 1.54 (mm) (28) (39) Load bearing length of anchor Few in. 1.10 1.54 (hef or 8d0 whichever is less) e (mm) (28) (39) Critical edge distance 0 - (76) (102) Reduction factor for concrete breakout3 4) - Condition B=0.70 PRYOUT STRENGTH IN SHEAR6 - Coefficient for pryout strength - (1.0 for hef<2.5 in,2.0 for hef z 2.5 in.) 1.0 2.0 Reduction factor for pryout strength3 Condition B =0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS5 Ib ASTM A36 770 1,995 Steel strength in shear,seismic Vito (kN) (3.4) (8.9) (kN) ASTM A193,Grade B7 (.4) - Reduction factor for steel strength3 0 - Condition B=0.60 STEEL STRENGTH IN SHEAR FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECO Ib 770 1,995 Steel strength in shear,concrete over (kN) ASTM A36 (3.4) (8.9) steel deck8 �sa,deck (kN) ASTM A193,Grade B7 1,655 (7 4) - Reduction factor for steel strength in shear 1 Condition B 0.60 concrete over stud deck = 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'were determined from the load combinations of UBC Section 1605.2.1,UBC Section 1612.2.1,or ACI 318 Section 9.2.If the load combinations of UBC Section 1902.2 or ACI 318 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318 D.4.5.For reinforcement that meets ACI 318 Appends D requirements for Condition A,see ACI 318 D.4.4 for the appropriate 0 factor. 4. It is assumed that the threaded rod or bolt used with the Snake+anchor will be a steel element as defined by ACI 318 D.1. 5. Tabulated values for steel strength in shear must be used for design.These tabulated values are lower than calculated results using equation D-20 in ACI 318-08(ACI 318-05)and ACI 318 D.6.1.2. 6. Anchors are permitted to be used in structural sand-lightweight concrete in accordance with Section 4.1.11 of this report. 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,deck are for structural sand-lightweight concrete(f'c,min=3,000 psi)and additional lightweight concrete reduction factors need not be applied. In addition,evaluation for the concrete breakout capacity in accordance with ACI 318 D.6.2 and the pryout capacity in accordance with ACI 318 D.6.3 are not required for anchors installed in the deck soffit(flute). 9. Shear loads for anchors installed through steel deck into concrete may be applied in any direction. 10.For 2003 IBC,feta replaces fur; Vsa replaces Vs; 4 replaces N,and Veg replaces Vs,seis• 11.The notation in parenthesis is for the 2009 IBC. g 5 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA: (800)524-3244 or(914)235-6300 ?owers. ' FASTENERS PRODUCT INFORMATION Snake+TM Factored Design Strength ((l)Nn and(pVn) Calculated in Accordance with ACI 318-05 Appendix D: 1.Tabular values are are provided for illustration and applicable for single anchors installed in normal-weight ' concrete with minimum slab thickness,ha= hmin, and with the following conditions: - cal is greater than or equal to the critical edge distance,cac(table values based on cal=cad. s : - cat is greater than or equal to 1.5 Cal 2.Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the Cat controlling failure mode is listed(e.g.For tension:steel,concrete breakout and pullout;For shear:steel, Ca2 ha concrete breakout and pryout).Furthermore,the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values,hef,for the selected anchors as noted in the design information tables.Please also reference the installation specifications for more information. 3.Strength reduction factors(0)were based on ACI 318 Section 9.2 for load combinations.Condition B is assumed. 4.Tabular values are permitted for static loads only,seismic loading is not considered with these tables. 5.For designs that include combined tension and shear,the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. 6.Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Factored Design Strength for Snake+ in Cracked Concrete Minimum Concrete Compressive Strength, f'c(psi) Nominal Nominal Steel Insert 2,500 3,000 4,000 6,000 8,000 Anchor Embed. Element Size hnom (Threaded YNn 5bVn ONn Vn ONn 4 tin ONn Vn ONn SbVn (in.) (in.) Rod or Bolt) Tension hear Tension shear Tension shear Tension shear Tension hear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 ' 63.5';Y.- 500 �f500 80V 500 985 500 .:, 1,140 � 500 3/8 1-5/8 ASTM A193 635 685 750 805 870985 "' 970 1,140 1,065 t.; Grade B7 1/2 2-3/16 ASTMA36 1,490; 1,195635 1,195 1,8 „ 1,195 2,310 , 1,195 2,665 1,195 - Tension and Shear Factored Design Strength for Snake+ in Uncracked Concrete Minimum Concrete Compressive Strength, f'c(psi) Nominal Nominal Steel Anchor Embed. Insert 2,500 3,000 4,000 6,000 8,000 Element Size hnom Se (in.) (Threaded ONn �Vn ONn SbVn ONn SbVn ONn SbVn ONn Vn Rod or Bolt) Tension hear Tension hear Tension hear Tension hear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 900 500985 500 1,140 500 1,395 500 1,610 500 3/8 1-5/8 ASTM A193 900 970 985 1,060 1,140. 1,080 1,395 1,080 1,610 1,080 Grade B7 112 2-3/16 ASTMA36 4,865 1,195 2,040E 1,195 2,355. 1,195 2,885 1,195 3,335 1,195 Legend -Steel Strength Controls "]Concrete Breakout Strength Controls Anchor Pullout/Pryout Strength Controls 9 Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 6 • -Powers Snake+TM PRODUCT INFORMATION FASTENERS E REDUNDANT FASTENING APPLICATIONS m Z In For an anchoring system designed with redundancy,the load maintained by an "O•of anchorage points•a"r (1 X..._ anchor that experiences failure or excessive deflection can be transmitted to .- __ OZ neighboring anchors without significant consequences to the fixture or remaining _ resistance of the anchoring system.In addition to the requirements for anchors, yl xi D the fixture being attached shall be able to resist the forces acting on it assuming ",,� r- one of the fixing points is not carrying load.It is assumed that by adhering to the ``.nr=atleast 1 anchor limits placed on n1,n2 and n3 below,redundancy will be satisfied. n, rt, per anchorage pont Anchors qualified for redundant applications may be designed for use in normal # weight and sand-lightweight cracked and uncracked concrete.Concrete linearetemen4 - compressive strength of 2,500 psi shall be used for design.No increase in anchor capacity is permitted for concrete compressive strengths j greater than 2,500 psi.The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. Strength Design(Redundant Fastening): Allowable Stress Design(Redundant Fastening): For strength design,a redundant system is achieved by specifying and limiting the following variables Design values for use with allowable stress design shall be established taking Rd,ASD=Ca.Fra n7=the total number of anchorage points supporting the linear element n1=number of anchors per anchorage point °r n3=factored load at each anchorage point,lbs.,using load combinations from IBC Section 1605.2.1 or Where of is the conversion factor calculated as the weighted average of the load factors fro the ACI 318 Section 9.2 controlling load combination.The conversion factor,oc is equal to 1.4 assuming all dead load. STRENGTH DESIGN(SD) Design values for use with strength design shall be established taking Ora•Fra. See redundant fastening design information table for Snake+design resistance. z - y Anchor plate - (for case shown, n2=4) -441111111115k—W1 1111A1b11111111110.- It"-mililer- ill Ith6.‘NNII - _...000000000 pp. X nl z 1 Factored load, n3 g 7 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA:(800)524-3244 or(914)235-6300 ASTENERS?owers F N E R S PRODUCT INFORMATION Snake+TM Installation Table for Snake+ Screw Anchor in Redundant Fastening Applications Nominal Anchor Size Anchor Property/Setting Information Notation Units - 1/4" 3/8" 1/2" I Nominal drill bit diameter dbit in. 3/8" 1/2" 314" ANSI ANSI ANSI r. Nominal embedment depth hnom in. 1-5/8 1-5/8 2-3/16 (mm) (41) (41) (55) Effective embedment hef in. 1.10 1.10 1.54 (mm) (28) (28) (39) Minimum hole depth h in. 2 2 2-1/2 o (mm) (51) (51) (64) Minimum concrete member thickness h In 3 3 3 min (mm) (76.2) (76.2) (76.2) Overall anchor length fanin. 1.10 1.10 1.54 cn (mm) (28) (28) (39) Minimum edge distance redundant Cmin= in. 4 4 4 fastening) Cat (mm) (102) (102) (102) Mininufasten ng spacing distance,redundant Smin (mm) (203) (203) (203) Maximum tightening torque rmax ft.-Ib. 4 14 36 (N m) (6) (19) (49) Maximum impact wrench power(torque) rscrew ft.-Ib. 160 465 465 (N-m) (163) (468) (468) 1.Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+Anchors1,2.3 - Nominal Anchor Size Design Characteristic Notation Units 1/4" 3/8" 1/2" Anchor category 1,2 or 3 - 1 1 1 in 1 5/8 1 5/8 2 3/16 Nominal embedment depth hnom (mm) (41) (41) (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE45 Number of Number of Number of Resistance,cracked or uncracked concrete anchorage points anchorage points anchorage points 50psi) Fra n1 Z 4 n1 a 3 • n1 z 4 n1�3 n1 z 4 n1 z 3 (kN) 550 360 1 675 450 675 450 (2.5) (1.6) , (3.0) (2.0) (3.0) (2.0) Effective tensile stress area (1)ra 1 - 0.65 CHARACTERISTIC STRENGTH(RESISTANCE)FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK4 Number of Number of Number of anchorage points anchorage points anchorage points Resistance,cracked or uncracked concrete F lb n1 Z 4 1 n1 z 3 n1 z 4 n1 z 3 n1 z 4 n1 z 3 over steel deck(2,500 psi) ra (kN) 550 360 675 450 1 675 450 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factor3 4),a - 0.65 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. M 2.Installation must comply with published instructions and details. 3.All values of riri were determined from the load combinations of UBC Section 1605.2.1,UBC Section 1612.2.1,or ACI 318 Section 9.2. 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. 9 Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 8 • • ?owers Snake+TM PRODUCT INFORMATION FASTENERS ' > n Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concretes,2,3,4 .nen 1 " ti = Minimum Concrete Compressive Strength -- D Minimum Embedment Z Anchor Diameter Depth fc=2,500 psi 1 fc=3,000 psi fc=6,000 psi n (nmin. (17.2 MPa) (20.7 MPa) (41.4 MPa) 111 D (mm) Tension Shear Tension Shear ' Tension Shear r— lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) i (kN) (kN) 1 (kN) 1/4 1-5/8 2,130 1,045 2,335 � 1 (6.3) (41) (9.5) (4.6) (10.4) (4.6) - - 3/8 1-5/8 2,165 1,045 2,370 ' 1,045 ' 3,190 1,045 (9.5) (41) (9.7) (4.6) (10.6) (4.6) (14.2) , (.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 l 7,425 2,050 (12.7) (55) (24.9) (9.1) (27.3) (9.1) (33.1) (9.1) 1.Tabulated load values are for anchors installed in concrete.Concrete compressive strength must be at the specified minimum at the time of installation. 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. 4.Ultimate shear capacity is controlled by steel strength of ASTM A36 element(or equivalent). ORDERING INFORMATION Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Std. Box Std.Ctn. Thread Depth 6400SD 1/4" 1-5/8" 11/32" 100 1,000 64015D 3/8" 1-5/8" 23/32" 50 500 6403SD 1/2" 2-1/2" 15/16" 50 300 Setting Tool for Snake+ Screw Anchor Cat. No. Anchor Size Std.Ctn. 6402SD 1/4" 1 ; 6407SD 3/8" 1 6404SD 1/2" 1 • ©2011 Powers Fasteners,Inc. All Rights Reserved. Snake+is a registered trademark of Powers Fasteners,Inc.For the most current product information please visit www.powers.com. 9 9 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA: (800)524-3244 or(914)235-6300 . w• DELT 14795 S.W. 72"d Avenue PORTLAND, OR 97224 PHONE 503-620-4020 FIRE, INFAX 503- CCB#641 74 1058 r S • rinkler ea s 1 FIRE PROTECTION CONTRACTORS nip 1 . a Bulletin 014 Rev. F Reliable ® Model Fl FR56 Series Fcv- .. Relable Quick Responseo Standard Spray cc r r Model F1FR56 Sprinkler Types Standard Upright ' Standard Pendent Conventional Vertical Sidewall , • Horizontal Sidewall ' Model F1FR56 Recessed Sprinkler Types47 " Standard Pendent/F1/F2/FP Upright Pendent Horizontal Sidewall T a Model F1FR56 Concealed Sprinkler Types PO El Standard Pendent Listing & Approvals . 1. Underwriters Laboratories Inc. and Certified for Canada(cULus). t 2. Factory Mutual Approvals (FM) Vertical Sidewall Conventional 3. Loss Prevention Council (LPCB, UK) 4. VdS SchadenverhUtung GmbH UL Listing Category `'`. Sprinklers, Automatic&Open(VNIV) ak Quick Response Sprinkler _a'., Product Description Reliable Models F1FR56 Series Sprinklers are quick re- '1-,',4* sponse sprinklers which combine the durability of a stan- Horizontal Sidewall Recessed dard sprinkler with the attractive low profile of a decorative Pendent/F1/F2 sprinkler. The Models F1FR56 Series Recessed automatic sprin- klers utilize a 3.0 mm frangible glass bulb. These sprin- klers have demonstrated response times in laboratory tests " .. which are five to ten times faster than standard response 4 ...x r ��,� ' � sprinklers. This quick response enables the Model F1FR56 f �` ""t t 1,0 '' l'''' � Series sprinklers to apply water to a fire much faster than . 1 ' '-.*-. - standard sprinklers of the same temperature rating. '444,Q k' .' The glass bulb consists of an accurately controlled amount Recessed Recessed of special fluid hermetically sealed inside a precisely manu Horizontal Sidewall Pendent/FP factured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Application At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can Quick response sprinklers are used in fixed fire protec be seen as a small bubble. As heat is applied, the liquid tion systems: Wet, Dry, Deluge or Preaction. Care must be expands, forcing the bubble smaller and smaller as the liq exercised that the orifice size, temperature rating, deflec- uid pressure increases. Continued heating forces the liquid for style and sprinkler type are in accordance with the lat to push out against the bulb, causing the glass to shatter, est published standards of the National Fire Protection As- w opening the waterway and allowing the deflector to distrib sociation or the approving Authority Having Jurisdiction. • ute the discharging water. Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 I • q Model Fl FR56 Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Thread Nominal K Factor Sprinkler Approval Sprinkler Identification Number _ (SIN) Orifice Size Height Organization US Metric Upright Pendent Ill Standard-Upright(SSU)and pendent Deflectors Marked to Indicate Position r 1/2"(15mm) 'h" NPT(R1/2) 5.6 80 2.25"(57mm) 1,2, 3,4 RA14250> RA1414(1") Conventional-Install in Upright or Pendent Position 15mm(1) 1/2" NPT(R1/2) 5.6 80 57mm 3,4 RA1475 (1)cULus listed corrosion resistant(Polyester coated)sprinkler. (2'Polyester coated FM approved sprinkler. 011 il Upright Pendent Conventional Model F1 FR56 Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Thread K Factor Sprinkler Sprinkler Identification Number • Orifice Size US Metric Height (SIN) • 1/2"(15mm) 1/2" NPT(R1/2) 5.6 80 2.25"(57mm) RA1414 (I) Refer to escutcheon data table for approvals and dimensions. �—2 5/8"DIA. [66.7mmJ 7-- z t/5 HOLE DIA-__� HOLE IN CEILING 4 HOLE 2 5/16"DIA. [58.7mm] 7 DA—t CUP L__ Y - r L____ —I —rx r;2 REDUCER' I I 1"X 1/2"REDUCER I Oi,4P � T fie',SPC7r IEP I WREN/I SCSS \ I \\- a o \ / - Iii f=1= 1 -- L J E4c1 of rNS Torr CEILING _ A.,JL TMENI i Il ll C.''IN„CA4ENSrCN �_II Ili 1 �ll . - ---i Ilii 1 q!11l1 TO FACE OF FACE OF FITTING Il I �I WMENSION i II 11 I 1 1 (3'zmm, I I 1%// 1<<' /4 —,:mw:.. 1 01- `,�i�,�� n•U ADJUSTMENT _ 11 oro 201 w t 014FG02 I' 2-222 TO Er Jr E.ESCUTCHEON DATA IANLE 200 44'220/4.5 4ND nrr'EN5/UN5 (1) REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. Model F1FR56/F1 or F2 Model F1FR56/FP 2. "o Model Fl FR56 Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: ■ Nominal K Factor Sprinkler Nominal Thread Size Sprinkler Approval Identification ` Orifice US Metric Height Organizations • Numbers(SIN) 1/2"(15mm) 1/2"NPT(R1/2) 5.6 8.0 2.25"(57mm) 1,2,3,4 RA1485 15mm 1/2" NPT(R1/2) 5.6 8.0 2.25"(57mm) 4(1) (1)LPC Approval is for pendent position only. Sprinkler Type Deflector to Ceiling Distance .- a (Min. -Max.) Illtill Upright 4"(102mm)- 12"(305mm) Pendent 4"(102mm)- 12"(305mm) Vertical Sidewall Model Fl FR56 Quick Response Horizontal Sidewall Sprinkler Deflector: HSW Installation Wrench: Model D Sprinkler Wrench Installation Data: Horizontal Sidewall Nominal K Factor Sprinkler Approval Organizations Height and Type of Approval Sprinkler Nominal Orifice Thread Size Identification ' US Metric Light Hazard Ordinary Numbers (SIN) y Hazard 1/2" (15mm) 1/2" NPT(R1/2) 5.6 80 2.63"(67mm) 1,2 1 RA1435 1 (1) 4 FACE OF FITTING TO FACE OF CEILING DIMENSION 1 1/4"MIN. [31.8mm] 2 1/4" HOLE DIA. 4"-12" [57.2mm] -.I-1/8" 3 2mm] [101.6mm-304.8mm] CEILING TO 1"X 1/2" REDUCER DEFLECTOR -' l rt,I 1 w, -17-1-- ^ t 1 " f 1 15/16" DIA.�/,im, ' I 1,II� � [49.2mm] ' - - I ' III. ��l 2 27/32"DIA. 1 IL_"L i -iJ,A [72.2mm] r- - � 1 Horizontal SidewallNI 1 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. R ADJUSTMENT(?) 01JFCOJ4 1 II (1) REFER TO ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. - (2) FM APPROVED FOR 4" - 6"[101.6MM - 152.4MM] CEILING TO DEFLECTOR. • Note: For Recessed HSW Sprinklers use installation wrench GFR2. 3. V, s. .' Model F1FR56 Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal "K" Factor Thread Temp. Rating Max. Bulb Sprinkler Orifice Size Model Ambient Approvals Identification US Metric Sprinkler Cover Temp Color Number(SIN) • A 1/2"(15mm) 5.6 80 1/2" NPT F1FR 135°F/57°C 135°F/57°C 100°F/38°C Orange 1,2 RA1414 1/2"(15mm) 5.6 80 1/2"NPT F1FR 155°F/68°C 135°F/57°C 100°F/38°C Red 1,2,4(1) RA1414 1/2"(15mm) 5.6 80 1/"NPT F1FR 175°F/79°C 165°F/74°C 100°F/38°C Yellow 1,2 RA1414 1/2"(15mm) 5.6 80 1/2"NPT F1FR 200°F/93°C 165°F/74°C 100°F/38°C Green 1,2 RA1414 71`For VdS only= 155°F/68°C Norbulb and 1/2"[12,7mm]adjustment. x '2" REDUCING GP ELBOW __ 7"a 7 REOL CL�JG Tf TEE OR ELEOW ` I di 4+ 2 5/8"'DIA. — lii � ll--- -� 2 5!76" DIA — HOLE IN CEILING L 2 5/8" ON. CUP—� ������ 2 5'I6" DIA — - -'' HOLE IN CEILING Ill "III' 7 7,2.. MAX CUR _ —w 'i� II VIM ACE TER FITTING �I lM MAR ._. ill li[�uq 11 ,i I�lI TO ACE OF CEILING i FACE OF FITTING 0 DIMENSION Iil �I I TO FACE OF CEILING CEILING k ' t T � ��T DIMEN ION �� s :E/LING— 41 ► i 7 MAY. J ....i.�..., 15/76" 5'76" MAX. Tr COVER ADJUSTMENT CO✓ER ADJUSTMENT COVER PLATE — —' / COVER PLATE— 7 / I t ASSEMBLY I f ASSEMBLY 3 5=76" DIA. — 3 5/76"' OIA. / SPRINKLER SPRINKLER 1/2" ADJUSTMENT 5/16" ADJUSTMENT i Figure 1 Figure 2 Installation Aid r A protective cap is included for use during installation. Sprinkler with a threaded Model CCP cup which is fac- • Important The F1FR56 Sprinkler with Model CCP cover tory attached to the sprinkler. The assembly is complet- • plate is not an FM Approved combination. ed by the installation of the attractive, low profile, 135°F - Installation (57°C) or 165°F (74°C) rated Model CCP push on cover Quick response sprinklers are intended for installation plate assembly. The cover plate and sprinkler cup as- as specified in NFPA 13. Quick response sprinklers and semblies are joined using a cover plate skirt with flexible standard response sprinklers should not be intermixed. tabs for threaded engagement. A choice of two cover The Model F1FR56 Recessed Quick Response Sprin- plate assemblies provide either 1/2" (13mm)or 5/16" (8mm) klers are to be installed as shown.The Model Fl or F2 Es- of cover adjustment. cutcheons illustrated are the only recessed escutcheons Do not install these sprinklers in ceiling which have to be used with the Model F1FR56 Sprinklers. The use positive pressure in the space above. of any other recessed escutcheon will void all approvals After a 25/8" (67mm) diameter hole is cut in the ceil- and negate all warranties. ing, the sprinkler is easily installed with the Model RC1 When installing Model Fl FR56 Sprinklers, use the Mod- Wrench. A Teflon* based thread sealant should be el D Sprinkler Wrench. Use the Model GFR2 Wrench for applied to the sprinkler threads only. The Model RC1 installing F1FR56 Recessed Pendent Sprinklers. Any Wrench is then used to engage the sprinkler wrenching other type of wrench may damage these sprinklers. surfaces and to install the sprinkler in the fitting. When NOTE: A leak tight '/2" NPT (R1/2) sprinkler joint can inserting or removing the wrench from the sprinkler/cup be obtained with a torque of 8-18 ft-lbs(10,8-24,4 N-m). assembly, care should be taken to prevent damage to Do not tighten sprinklers over maximum recommended the sprinkler. DO NOT WRENCH ON ANY OTHER PART torque. It may cause leakage or impairment of the sprin- OF THE SPRINKLER. The cover plate is then pushed • klers. onto the cup. Final adjustment is made by hand turning i The Model F1FR56/CCP Concealed Sprinkler uses the the cover plate until the skirt flange makes full contact a 1/2" orifice, 1/2" NPT (R1/2), 135°F (57°C), 155°F (68°C), with the ceiling. Cover plate removal requires turning in - 175°F (79°C) or 200°F (93°C) Model F1FR56 Pendent the counter clockwise direction. *DuPont Registered Trade Mark 4. '! y After installation, inspect all sprinklers to ensure that Sprinkler Types there is a gap between the cover plate and ceiling and Standard Upright that the four cup slots are open and free from any air flow Standard Pendent impediment to the space above. Conventional Concealed cover plate/cup assemblies are listed only Recessed Pendent for use with specific sprinklers. The use of any other con- Vertical Sidewall cealed cover plate/cup assembly with the Model F1FR56 Horizontal Sidewall Pendent Sprinkler or the use of the Model CCP Concealed Recessed Horizontal sidewall cover plate assembly on any sprinkler with which it is not Concealed pendent specifically listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Maximum Working Pressure Glass bulb sprinklers have orange bulb protectors to 175 psi (12 bar) minimize bulb damage during shipping, handling and 100% Factory tested hydrostatically to 500 psi (34.5 bar) installation. REMOVE THIS PROTECTION AT THE TIME Finishes (1) THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this Standard Finishes time may leave the bulb vulnerable to damage. RASCO Sprinkler Escutcheon Cover plate Bronze Brass wrenches are designed to install sprinklers when covers Chrome Plated Chrome Chrome are in place. REMOVE PROTECTORS BY UNDOING THE White Polyester Plated White CLASP BY HAND. DO NOT USE TOOLS TO REMOVE Coated(4)(5) White Painted THE PROTECTORS. Special Application Finishes Sprinkler Escutcheon , Cover plate Temperature Ratings Bright Brass(3) Bright Brass Bright Brass Sprinkler Black Plated Black Plated Satin Max.Ambient Black Paint Black Paint Off White Classification Temperature Temp. Bulb Color Off White(2) Off White Black Paint °C °F Satin Chrome Satin Chrome Black Plated Ordinary 57 135 100°F(38°C) Orange (1) Other finishes and colors are available on special order. Ordinary 68 155 100°F(38°C) Red Consult the factory for details. Intermediate 79 175 150°F(66°C) Yellow (2) cULus Listed only. Intermediate 93 200 150°F(66°C) Green (3) 200°F(93°C)maximum. High(1) 141 286 225°F(107°C) Blue (4) cULus listed"corrosion resistance"applies to SIN Numbers f1'Not available for recessed sprinklers. RA1425(Upright)and RA1414(Pendent)in standard black or white. (5) FM Approvals finish as"Polyester coated"applies to SIN Number Escutcheon Data (1) RA1414(Pendent)in standard black or white. Escutcheon " Face of Fitting OrderingInformation ' Approvals Adjustment A�� Ceiling or W all Model D1n1O" Dimension Specify: Fl 1,3,4 Max Recess 11/2"(38.1mm) ahs"-15/16" 1. Sprinkler Model Min Recess 3/4"(19.1mm) (5mm-24mm) 2. Sprinkler Type F2 1,2,3,4 Max Recess 1Y2'"(38.1mm) ahs"-11/1s' 3. Orifice Size Min Recess 1"(25mm) (5mm-17mm) FPPushoN Max Recessed 7,6"(11mm) 1'/2" (38.1mm) 4. Deflector Type Thread-off1'4 Min Recessed 15he(24mm) 1"(25.4mm) 5. Temperature Rating (11 SIN:RA1435-cULus and FM permits use with Fl or F2 escutcheons for light 6. Sprinkler Finish hazard only. 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Maintenance 9. Cover plate Model The Models F1FR56 and F1FR56 Recessed Sprinklers 10. Cover plate Thread size should be inspected quarterly and the sprinkler system 11. Cover plate Temperature maintained in accordance with NFPA 25. Do not clean 12. Cover plate Adjustment sprinklers with soap and water, ammonia or any other 13. Cover plate Finish cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has Note:When Model F1FR56 Recessed sprinklers are ordered,the sprin- been painted (other than factory applied) or damaged klers and escutcheons are packaged separately. in any way. A stock of spare sprinklers should be main- tained to allow quick replacement of damaged or oper- ated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to mini- s mize the potential for damage to sprinklers that would cause improper operation or non-operation. 5. 1 � *' Reliable . . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many ;; precision-made Reliable products that guard life and property from fire around the clock. 1 • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • • Accelerators for dry pipe valves • Air compressors • • Mechanical sprinkler alarms • Pressure gaugesldentification signs • Electrical sprinkler alarm switches • Fire department connection • Water flow detectors 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. Productsmanufactured 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. 0 Manufactured by The Reliable Automatic Sprinkler Co., Inc. ® RePapercycled ® (800)431-1588 Sales Offices (800)848 6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices MINENINMENNIMMIM www.reliablesprinkler.com Internet Address EG.Printed in U.S.A 02/11 P/N 9999970300