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`S-- OGS EDELT 14795 S.W. 72°a Avenue PORTLAND, OR 97224 7(f0 c Sbt) 7 £rte%/ RECEIVED PHONE 503-620-4020 FIRE' IIVC■ FAX APR 6 2015 FTi ARCJ DUILDINN DIVISION Tigard Tech Center - Pivot DATA SUBMITTAL FOR FIRE PROTECTION SYSTEM March 24, 2015 DELTA FIRE, INC. PROJECT # 15-5421 FIRE PROTECTION CONTRACTORS Tigard Tech Center—Pivot March 24,2015 Page 2 of 2 . TABLE OF CONTENTS Pipe & Fittings Steel Pipe Ductile Iron Screwed Fittings Victaulic Mechanical Tee Style#922 Hangers Anvil Ring Hanger Fig#69 Anvil Threaded Rod Anvil Top Beam Clamp Fig#92 Powers Snake Anchor Sprinkler Heads Reliable Model F1FR-56 '/4" 155 Degree Chrome Pendent FIRE PROTECTION CONTRACTORS DELTL\s„ 14795PORTLANDS W. 702"RdAvenue97224, PHONE 503-620-4020 FIRE, INC. CCB#64 674-1 058 Pipe & Fittings FIRE PROTECTION CONTRACTORS r r c v �a a� ISM II sem► -I a= = I NUCICNULN -=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 PACIFIC STATES PSCIPCO CAST IRON PIPE COMPANY DIVISION OF McWANE,INC. P.O. BOX 1219, PROVO, UTAH 84603 TELEPHONE(AREA CODE 801)373-6910 Mechanical Joint with Tyton® Joint Thickness, Dimensions and Weights of MJ/TJ Joint Ductile Iron Pipe by size for Each Thickness Wt. of Nominal Nominal Barrel Wt. of Wt. Per Nom. Wt. Laying** Thickness Thickness OD* Per Ft. t Bell Lgth.t Per Ft.$ Length Size Class In. In. Lb. Lb. Lb. Lb. Ft. 6 50 .25 6.90 16.00 29 315 17.71 6 51 .28 6.90 17.80 29 345 19.37 6 52 .31 6.90 19.60 29 380 21.30 6 53 .34 6.90 21.40 29 410 22.95 6 54 .37 6.90 23.20 29 445 24.88 6 55 .40 6.90 25.00 29 475 26.54 6 56 .43 6.90 26.70 29 505 28.19 18.125 8 50 .27 9.05 22.80 51 445 25.431 8 51 .30 9.05 25.20 51 490 27.64 8 52 .33 9.05 27.70 51 535 30.12 8 53 .36 9.05 30.10 51 575 32.61 8 54 .39 9.05 32.50 51 620 35.09 8 55 .42 9.05 34.80 51 660 37.30 8 56 .45 9.05 37.20 51 705 39.78 18.125 10 50 .29 11.10 30.10 66 590 33.60 10 51 .32 11.10 33.20 66 645 36.91 . 10 52 .35 11.10 36.20 66 695 39.94 10 53 .38 11.10 39.20 66 750 42.70 10 54 .41 11.10 42.10 66 805 45.74 10 55 .44 11.10 45.10 66 860 48.77 10 56 .47 11.10 48.00 _ 66 910 51.53 18.125 12 50 .31 13.20 38.40 79 750 42.21 12 51 .34 13.20 42.00 79 815 45.79 12 52 .37 13.20 45.60 79 880 49.66 12 53 .40 13.20 49.20 79 945 53.24 12 54 .43 13.20 52.80 79 1010 56.55 12 55 .46 13.20 56.30 79 1070 59.86 12 56 .49 13.20 59.90 79 1135 63.45 18.125 14 50 .33 15.30 47.50 148 935 54.90 14 51 .36 15.30 51.70 148 1010 59.31 14 52 .39 15.30 55.90 148 1085 63.45 14 53 .42 15.30 60.10 148 1160 67.59 14 54 .45 15.30 64.20 148 1235 71.72 14 55 .48 15.30 68.40 148 1310 75.59 14 56 .51 15.30 72.50 148 1385 79.72 18.125 1-Including bell;calculated weight of pipe rounded off to the nearest 51b. *Tolerances of OD of spigot end;3-12 in.±0.06 in., 14-24 in. *Including bell;average weight per foot,based on calculated weight of +0.05 in.,-0.08 in. pipe before rounding. **Average lengths only. Variances may occur as a result of foundry processes or installation. Pacific States Cast Iron Pipe Company Mechanical Joint With Tyton® Joint Thickness, Dimensions and Weights of MJ/TJ Joint Ductile Iron Pipe by size for Each Thickness Wt. of Nominal _ Nominal Barrel Wt. of Wt. Per Nom.Wt. Thickness Thickness OD* Per Ft. t Bell Lgth.t Per ft.$ Laying** Size Class In. In. Lb. Lb. Lb. Lb. Length 16 50 .34 17.40 55.80 74 1100 60.69 18.125 16 51 .37 17.40 60.60 74 1185 65.38 18.125 16 52 .40 17.40 65.40 74 1270 70.07 18.125 16 53 .43 17.40 70.10 74 1355 74.76 18.125 16 54 .46 17.40 74.90 74 1445 79.72 18.125 16 55 .49 17.40 79.70 74 1530 84.41 18.125 16 56 .52 17.40 84.40 74 1615 89.10 18.125 18 50 .35 19.50 64.40 85 1270 70.07 18.125 18 51 .38 19.50 69.80 85 1365 75.31 18.125 18 52 .41 19.50 75.20 85 1465 80.83 18.125 18 53 .44 19.50 80.60 85 1560 86.07 18.125 18 54 .47 19.50 86.00 85 1660 91.59 18.125 18 55 .50 19.50 91.30 85 1755 96.83 18.125 18 56 .53 19.50 96.70 85 1850 102.07 18.125 20 50 .36 21.60 73.50 98 1445 79.72 18.125 20 51 .39 21.60 79.50 98 1555 85.79 18.125 20 52 .42 21.60 85.50 98 1665 91.86 18.125 20 53 .45 21.60 91.50 98 1770 97.66 18.125 . 20 54 .48 21.60 97.50 98 1880 103.72 18.125 20 55 .51 21.60 103.40 98 1985 109.52 18.125 20 56 .54 21.60 109.30 98 2090 115.31 18.125 24 50 .38 25.80 92.90 123 1830 100.97 18.125 24 51 .41 25.80 100.10 123 1960 108.14 18.125 24 52 .44 25.80 107.30 123 2090 115.31 18.125 24 53 .47 25.80 114.40 123 2215 122.21 18.125 24 54 .50 25.80 121.60 123 2345 129.38 18.125 24 55 .53 25.80 128.80 123 2475 136.55 18.125 24 56 .56 25.80 135.90 123 2605 143.72 18.125 tlncluding bell;calculated weight of pipe rounded off to the nearest 51b *Tolerances of OD of spigot end;3-12 in.±0.06 in., 14-24 in. $Including bell;average weight per foot,based on calculated weight of +0.05 in.,-0.08 in.,30-36 in.+0.08 in.,-0.06 in. pipe before rounding. **Average lengths only. Variances may occur as a result of foundry processes or installation. V s 4 ,',. v ut ,�,. m °k�,a� VS* Gi'� �a stib.�k.,S,6'�:" .'�,"�w-°''a�°' ¢ UL FM ® VdS FFx L SEE VICTAULIC PUBLICATION 10.01 FORUDETAILS STYLE 922 The Style 922 Outlet-T provides a convenient method of incorporating lh, 3/4,and 1'/15,20 and 25mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and ' 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 `„1 to 300 psi/2068 kPa 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 IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. .�Ct'c]�.1�iIIC• nry n vi co 1 IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS I V. 1 ([ r�,;� �-^.. p+x, 'y} UL FM ® V`SL CCS k SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 922 0 DIMENSIONS Nominal Size Hole Approx. inches/mm Diameter Dimensions-inches/millimeters Weight Each Ttun X Branch +0.061+1.5 Y -Z FPTt 41001-0.0 r V W V 2 lbs1kg 11/4 Yz 13/6 1.30 1.83 110 3.87 2.56 1.0 1 MI�� 32 X 5 302 33,0 46 5 27.9 98.3 65.0 0.45 �� l a 13/6 28 83 110 3.87 2.56 1 ,, ��, 20 30.2 32.5 46 5 279 983 65.0 0.50 iN' W ■ 1 13i6 1.52 2.18 1.10 3.87 2.56 1.2 �J . o 25 30.2 38.6 55.4 2/9 98.3 65.0 0.54 11/2 1/2 131, 1.42 195 122 4.08 2.56 12 40 X 15 30.2 36.1 49.5 31.0 103.6 65.0 0.54 3/ 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 13.,6 1.64 230 1.22 4.08 256 1.3 25 302 41 7 58 4 31.0 103.6 65.0 0.59 2 1/2 13/3 1.66 2.19 1.46 460 2.56 1.3 50 X 15 302 422 55.6 371 116.8 65.0 0.59 3/ 13/6 1.64 2.19 146 4.60 2.56 1.4 20 302 417 556 371 1168 650 0.64 1 13/,6 1.88 2.54 1.46 4.60 2.56 15 - 25 30 2 47 8 64.5 371 116.8 65 0 0 68 2 1/2 V2 13,° 191 2.44 1.71 540 2.56 1.6 65 X 15 30 2 48.5 62.0 43 4 1372 65.0 0.73 3/4 13/6 1.89 2.44 1.71 5.40 2.56 1.6 20 30 2 48.0 62.0 43.4 1372 65.0 0.73 1 1 3/6 2.13 2 79 1 71 5 40 2.56 1.6 25 30.2 54.1 70.9 43.4 1372 65.0 0.73 61 mm X /2 15,F 191 244 1.71 5.50 2.56 1.6 715 30 2 48.5 62.0 43.4 139 7 65.0 0 73 3a 13/,e 1 89 2 44 1.71 5.50 256 1.6 20 30.2 48.0 62.0 43.4 139.7 65.0 0.73 1 13/6 213 279 171 5.50 256 17 25 30.2 54.1 70 9 43 4 139.7 G5.0 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 Ctaullic° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. ---- -• _ n. co .5 nry I-, IPS CARBON STEEL PIPE - HOLE CUT PRODUCTSt IreCiut ie t.- I U.SL • (i} U FM VdS LPC • SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 922 PERFORMANCE Equivalent Length of Nominal Size 1"Pipe inchesfmm feet/meters 1'/ X 1 8.5 32 25 26 1 Y 1 '. 8.5 40 X 25 26 2 X 85 50 25 26 2' X 1 8.5 65 25 2.6 76.1 mm X 8.5 25 2.6 www.victaulic.com �ctaulic° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. ------ --•,•—�.--�-- nr�• r� in cn o g, ,, g rla"$- .;"�ffi An �`�1k��,�^�? « � i �,m �� 1 ��P, L .'-6 UL FM ® (VdS) : rn. ., . . 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 is WORLD HEADQUAR1ENS CANADA (:ENTP,AL AND SOU1H 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 44(0) 1438741100 971-4-883-88-70 III II II 11001111lIIIIIII IU III�111100//III 44(0) 1438313883 (fax) 971-4-883-88-60(fax) WCAS-6QKGYH viceuro@victaulic.be UPDATED 8/2006 10.52 3355 REV D 11(�.tauIlc* VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. --.,,.,m, -^ - 1n cn DELTP\ 14795 S.W. 72nd Avenue PORTLAND, OR 97224 PHONE 503-620-4020 iA'E , 1NC■ CCB#64674-1058 Hangers FIRE PROTECTION CONTRACTORS PIPE RINGS ®I -N'IL Fig. 69 Adjustable Swivel Ring, Tapped Per NFPA Standards Size Range:1/3"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). a"' UL Listed and FM Approved(Sizes 3/4"-8"). 01, 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 the1/2"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 450°F is at the discretion of the end user. Metric nut available upon request.Non-captured nut also available upon request. MI 1 ItiF rw \ F I - 0-1 1 '/z"through 1"pipe 11/4"through 8"pipe FIG. 69: LOADS (LBS) • WEIGHT (LBS) • DIMENSIONS (IN) Pipe Size Max Load Weight Rod Size A B C F 1 0.10 2'/6 2 19/16 3/4 0.10 2% 1'/8 15/16 1 300 0.10 29/6 111/26 1 11/4 0.10 2% 1% 7/8 112 0.10 3/6 2% 1'/6 2 0.11 3% 2% 11/8 212 525 0.20 4 2% 15/6 3 0.20 31%6 215/6 13/6 4 650 0.30 41/6 313A6 5 0.54 55/6 4% 19/6 6 1,000 0.65 1z 611/26 59/6 214 8 1.00 8 7 211,6 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 HANGER RODS z �Nvi Fig. 146 Continuous Threaded Rod Size Range:1/4"through 1 1/2"Stocked in six,ten,and twelve foot lengths.Other even foot lengths can be furnished to order. Material:Carbon steel;rod threaded complete length. 611111111111111111111111111111. Finish:❑ 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 ►1 II11111011111111111111111111111111111111111111111111111111111101111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I A FIG. 146: LOADS(LBS) •WEIGHTS (LBS) DIMENSIONS (IN) Rod Size Threads Max Load Weight A per Inchper Ft. 650° F 1/4 20 240 0.12 3/e 16 730 0.30 1/2 13 1,350 0.53 5/e 11 2,160 0.84 3/4 10 3,230 1.20 9 4,480 1.70 1 8 5,900 2.30 11/4 7 9,500 3.60 11/2 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 BEAM CLAMPS @N1L Fig. 92 Universal C-type Clamp (Standard Throat) Size Range:3/8"and 1/2" Material:Ductile iron,hardened steel cup point set screw and locknut. • Finish:❑ Plain or❑Galvanized Service:Recommended for use under roof installations with bar joist type construction, J or for attachment to the top or bottom flange of structural shapes where the vertical hanger rod is required to be offset from the edge of the flange and where • the thickness of joist or flange does not exceed 3/4' Approvals:Complies with Federal Specification A-A-1192A(Type 19&23) WW-H-171-E(Type 23),ANSI/MSS SP-69 and MSS SP-58(Type 19&23). UL, ULC Listed and FM Approved. How to size:Size of clamp is determined by size of rod to be used. Installation:Follow recommended set screw torque values per MSS-SP-69 (See table on page 208) Features: • They may be attached to horizontal flanges of structural members in either the top beam or bottom beam positions. • Secured in place by a cup-pointed Set Screw tightened against the flange. A Jam Nut is provided for tightening the Set Screw against the Body Casting. • Thru tapping of the body casting permits extended adjustment of the threaded rod. • Can be used with Fig 89X retaining clip for seismic applications. Ordering:Specify rod size,figure number, name of clamp and finish. I.—H—..fC—+ F O—..1 �E AT LEAST ONE 1..— - G I_ FOUFLLTHRDD MREUST AD in BE EXPOSED I 3/4" _ D - 0i BODY CASTING I I II tiV ION S. I JAM-NUT y A = I■M SET SCREW 1"— FIG. 92: LOAD (LBS) • WEIGHT (LBS) • DIMENSIONS (IN) • TORQUE (IN-LBS) Rod Size Set Screw Torque Max Loads• A Size Value Top Bottom Weight C D E F G H % % 60 500 250 0.34 15/16 19/16 9/s 13/6 3/a '/2 /2 /2 125 950 760 0.63 1% 113 6 '/2 1'/16 7A6 2%2 •Maximum temperature of 450°F PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: I]Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 ?owers, Snake+TM PRODUCT INFORMATION FASTENERS n m Snake+ Internally Threaded Screw Anchor Z PRODUCT DESCRIPTION SECTION CONTENTS Page No. = Z The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for General Information 1 performance in cracked and uncracked concrete. Suitable base materials include normal- Material Specifications 1 rn weight concrete, structural sand-lightweight concrete and concrete over steel deck. The Installation Specifications 2 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 ' !CO) • 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 ØE ORhGUIDE SPECIFICATIONSI�CO DGq c 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 D�® 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 g 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 Applications"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 ho in. 2 2 2-1/2 (mm) (51) (51) (64) Minimum concrete member thickness2 hmin in. 3 4 4 (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 hin. 1-5/8 1-5/8 2-3/16 nom (mm) (41) (41) (55) Effective embedment hof in. Not Applicable 1.10 1.54 (mm) (28) (39) . 3 4 Minimum edge distance2 Cmin (mm) Not Applicable (76) (102) Minimum spacing distance2 Smin in. Not Applicable 3 4 (mm) (76) (102) . 3 4 Critical edge distance2 bac (mm) Not Applicable (76) (102) Maximum impact wrench power(torque) Tscrew (N-m. 120 345 345 -m) (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 3heror 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 • r a � ... .4. mml Mt, /' •7:•A y._/?�1+- Amin .. ••�-.h Ate.... A Amil 4 �� 4 ."--0,00 . . 4 gr. 0, hi blif I • • dpr� dpi:¶ : dA dbft fl : dA •e• Donal goosed Do not=sod , 9 Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 2 ?owers. . Snake+TM PRODUCT INFORMANTION FASTENERS E INSTALLATION INSTRUCTIONS Zt Installation Instructions for Snake+ Screw Anchor 0 2 . - ► ► eD 00'� g le ° D e e VI D ► ► e e ► r- D ► e D e O ► D e• D _.---''tD e D' D D � e e ° D I �� e ► • D �jy ► D e Di. ► ♦ ► e i ► C .4•••• J e ► A s ' I. 001 D LII a D _ ► • e =_ 3 di° : 0.- ." r 11 1 , . i „___Z-7.7.\_ Y 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 8212.15. 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) — 1"CLR.MIN. UPPER FLUTE (VALLEY) •' - ' • 4 • ♦ ' :4 •4, - ' • .. • , :4 • • 4 d• • • • 11 •• • • • i 1. % 44 • ,• • 4 ••.• '• a f MIN.3"♦ • . • . • :4 v. •• 4. . • .4 .' • i .•• •_ ' :4 f _ a ••4 •• v •'- 4• . • • •4 4.{ MAX.3" 1 ' •°'I. ' 4• 't MIN.4-1/2" • ,' • 4 • • • I • • ANCHOR • I (TYP) _ (TYP) y) MINA h-1/2" I .— MIN.12"(TYP) 1 (TYP) FFF y f MIN.1-1/4" LOWER FLUTE(RIDGE) — NO.20 GAGE STEEL DECK MIN. — FLUTE EDGE — g 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+' PERFORMANCE DATA Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)1.2 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1,2 or 3 - 1 1 Nominal embedment depth hnom in.(mm) 1-5/8 (41) 2-3/16 (41) STEEL STRENGTH IN TENSION4 Minimum specified yield strength of f (N/mm2) ASTM A36 (3248 steel insert element y (N/mm2) ASTM A193,Grade B7 (724) - i Minimum specified ultimate strength of f 11 (N/mm2) ASTM A36 (400) steel insert element ut ' (N/msi ASTM A193,Grade B7 185.0 - Effective tensile stress area of steel insertint 0.0775 0.1419 element Ase (mm2) (50) (50) Ib 1 4,495 8,230 (kN) ASTM A36 (20.0) (37.0) Steel strength in tension N�11 - - - (kN) I ASTM A193,Grade B7 (468) - Reduction factor for steel strength3/1 0 - i 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION8 Effective embedment hefin. 1.10 1.54 (mm) (28) (39) Effectiveness factor for uncracked concrete3 kuncr - 24 30 Effectiveness factor for cracked concretes kcr - j 17 24 Modification factor for cracked and „, 11 _ I Cracked concrete= 1.0 uncracked concretes Uncracked concrete= 1.4 Critical edge distance bac (mm) (76) (102) ' Reduction factor for concrete breakout strength3 0 - Condition B=0.65 PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 Characteristic pullout strength, Np,uncr lb uncracked concrete(2,500 PSI)6 (kN) See note 7 See Note 7 Characteristic pullout strength, lb cracked concrete(2,500 PSI)6 N/3,cr (kN) See 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(2,500PSI)6,9 en (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, Nlb 1,515 1,625 uncracked concrete over steel deck6,t0 p,deckuncr (kN) (6.7) (7.2) Characteristic pullout strength, N lb 1,075 1,300 cracked concrete over steel deck6,10 p,deck,cr (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 additonal requirements of Section D.3.3 shall apply. 2. Installation must comply with published instructions and details. 3. All values of Qwere 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 y must be determined in accordance with ACI 318 Section D.4.5. 4. It is assumed that the threaded rod or bolt used with the Snake+anchor will be a steel element as defined by ACI 318 Section D.1.However,the anchor steel is classified as non-ductile in seismic tension calculations.Steel failure does not control in this condition. 5. For all design cases use WO/=1.0.Select appropriate effectiveness factor for cracked concrete(k,)or untracked concrete(k,,0c,.). 6. For all design cases use Wco=1.0.For concrete Compressive strength greater than 2,500 psi,NP„=(Pullout strength value from table)`(specified concrete compressive strength/2500P5. 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 Ni,,,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 N,d,o, are for structural sand-lightweight concrete (1',„,,,=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,fu;a replaces f„r; N,a replaces Ns;9/N replaces w;and Neq replaces No,,,.,,. 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 • -Powers • Snake+T1 PRODUCT INFORMATION FASTENERS D m PERFORMANCE DATA Z = Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)1,2 I Z Nominal Anchor Size Design Characteristic Notation Units 3/8 inch 1/2 inch xi tl _t_- N > Anchor category 1,2 or 3 - 1 1 Nominal embedment depth hnom in.(mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN SHEAR4 Minimum specified yield strength of f (N/msm2) ASTM A36 (248) steel insert element y ksi 105.0 (N/mm2) ASTM A193,Grade B7 (724) ksi ASTM A36 58.0 Minimum specified ultimate strength of f (N/mm2) (400) steel insert element ut ksi 125.0 (N/mm2) ASTM A193,Grade B7 (862) Effective tensile stress area of in2 0.0775 0.1419 steel insert element �e (mm2) _ I (50) (50) lb 770 1,995 70 (kN) ASTM A36 (3.4) (8.9) Steel strength in shear5 V� • (kN) ASTM A193,Grade B7 1(7.4)55 - 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 f 10 in. 1.10 1.54 (hef or 8d0 whichever is less) e (mm) (28) (39) Critical edge distance 0 _ 3 4 (76) (102) Reduction factor for concrete breakout3 0 • - Condition B=0.70 PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength k (1.O for hef<2.5 in,2.O for hef>_2.5 in.) g) 1.0 2.0 Reduction factor for pryout strength3 0 - Condition B=0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS5 lb ASTM A36 I 770 1 1,995 Steel strength in shear,seismic dal (kN) (8.9) (kN)ASTM A193,Grade B7 1(7.4)55 - 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 lb 770 1,995 Steel strength in shear,concrete over (kN) ASTM A36 (3.4) (8.9) steel deck8 vsa,deck (kN) ASTM A193,Grade B7 1(7.4) Reduction factor for steel strength in shear 0 - Condition B =0.60 concrete over stud deck 1. The data in this table is intended to be used with the design provisions of AO 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 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 Appendix 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 wit be a steel element as defined by ACI 318 0.1. 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,ford replaces f,; Vsa replaces Vs; Pe replaces ei and Veg.replaces Vs,leis 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+' • Factored Design Strength (Q Nn and OVn) 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: - ca7 is greater than or equal to the critical edge distance,cat(table values based on Cal=cat)• `� � 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 -7-:711 ,Cal /// controlling failure mode is listed(e.g.For tension:steel,concrete breakout and pullout;For shear:steel, j- Ca2 a2 �/ 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 Anchor Embed. Insert 2,500 3,000 4,000 6,000 8,000 Size 17„,,,,17„,,,, Element (in.) (Threaded ON, 4)V, ON, V, ON, OV, ON, OV„ ON, 0V, (in.) Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 635 500 700 500 805 500 985 500 1,140 500 3/8 1-5/8 ASTM A193 635 685 700 750 805 870 985 970 1,140 1,065 Grade B7 1/2 2-3/16 ASTMA36 1,490 1,195 1,635 1,195 1,885 1,195 2,310 1,195 2,665 1,195 Tension and Shear Factored Design Strength for Snake+ in Untracked Concrete Nominal Nominal Steel Minimum Concrete Compressive Strength, f'c(psi) Anchor Embed. Insert 2,500 3,000 4,000 6,000 8,000 Size h„, (Threaded (In.) (Threaded ONn OV„ ONn 0Vn ONn ovn ONn 0V ONn 0Vn (in.) Rod or Bolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 900 500 985 500 1,140 500 1,395 500 1,610 500 3/8 1-5/8 ASTMA193 900 970 985 1,060 1,140 1,080 1,395 1,080 1,610 -' 1,080 Grade B7 1/2 2-3/16 ASTMA36 1,865 1,195 2,040 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+'" PRODUCT INFORMATION FASTENERS n m REDUNDANT FASTENING APPLICATIONS Z It1 For an anchoring system designed with redundancy,the load maintained by an no.of anchorage points n, = A anchor that experiences failure or excessive deflection can be transmitted to ` \neighboring anchors anchors without significant consequences to the fixture or remaining resistance of the anchoring system.In addition to the requirements for anchors, VI the fixture being attached shall be able to resist the forces acting on it assuming Nu� Done of the fixing points is not carrying load.It is assumed that by adhering to the n,=at Least 1 anchor limits placed on n1,n2 and n3 below, redundancy will be satisfied. n, n, n, per anchorage point Anchors qualified for redundant applications may be designed for use in normal weight and sand-lightweight cracked and uncracked concrete. Concrete linear element -� 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. 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 ,h n7=the total number of anchorage points supporting the linear element Design values for use with allowable stress design shall be established taking Rd,ASD=Wra Fra n1=number of anchors per anchorage point 0. 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,a is equal to 1.4 assuming all dead load. STRENGTH DESIGN(SD) Design values for use with strength design shall be established taking 0„.F„. See redundant fastening design information table for Snake+design resistance. • z y Anchor plate (for case shown, n1=4) -.441111111111Cr1600 • 1411111' •—4"411111;1+ n1z1 I IFactored load, n3 9 • 7 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA:(800)524-3244 or(914)235-6300 • -Powers FASTENERS PRODUCT INFORMATION Snake+T" • 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" Nominal drill bit diameter dbit in. 3/8" 1/2" 3/4" ANSI ANSI ANSI 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 hmin in. 3 3 3 (mm) (76.2) (76.2) (76.2) Overall anchor length "ranch in. 1.10 1.10 1.54 (mm) (28) (28) (39) Minimum edge distance redundant Cmin= in. 4 4 4 fastenings Cat (mm) (102) (102) (102) Mininum spacing distance, redundant Smrn in. 8 8 8 fastening) (mm) (203) (203) (203) Maximum tightening torque Tmax ft.-lb. 4 14 36 (N-m) (6) (19) (49) Maximum impact wrench power(torque) Tscrew ft.-lb. 120 345 345 (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 I 1/4" 3/8" 1/2" Anchor category 1,2 or 31 1 1 Nominal embedment depth hnomIn 1 5/8 1 5/8 2 3/16 (mm) (41) (41) (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE45 Number of Number of Number of anchorage points anchorage points anchorage points Resistance,cracked or uncracked concrete F lb n1z4 n1Z3 n1 Z4 n1Z3 i n1z4 n1 Z3 (2,500psi) (kN) 550 360 675 450 675 450 (2.5) (1.6) (3.0) (2.0) (3.0) I (2.0) Effective tensile stress area Ora0.65 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 Ib n1 z 4 n1 z 3 n1 z 4 n1 z 3 n1 Z 4 n1 z 3 over steel deck(2,500 psi) w (kN) 550 360 675 450 675 450 (2.5) (1.6) _ (3.0) (2.0) (3.0) (2.0) Strength reduction factor3 Ora - 0.65 t.The data in this table is intended to be used with the design provisions of this product;loads may be applied in any direction. 2.Installation must comply with published instructions and details. 3.All values of 4 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. g Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 8 ?owers. Snake+- PRODUCT INFORMATION FASTENERS Zn Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete1,2,3,4 ''''.1, .% n Z Minimum Concrete Compressive Strength _ Minimum Embedment Anchor Diameter Depth fc=2,500 psi fc=3,000 psi fc=6,000 psi in. in. (17.2 MPa) (20.7 MPa) (41.4 MPa) ND (mm) (mm) Tension Shear Tension Shear Tension Shear r; lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 1-5/8 2,130 1,045 2,335 1,045 (6.3) (41) (9.5) (4.6) j (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) (4.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 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 l .0 k ISM ‘`.. 01. - 6401 SD 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. g 9 www.powers.com Canada:(905)673-7295 or(514)631-4216 Powers USA:(800)524-3244 or(914)235-6300 Et_::r";'2:s 14795 S.W. 72'd Avenue PORTLAND, OR 97224 PHONE 503-620-4020 FIRE, iTIIcI CCB# 6416 4-1058 • S • rinkler ea s FIRE PROTECTION CONTRACTORS Bulletin 014 Rev. F CD Model F1FR56 Series Rell'able® Quick Response 4,. Standard Spray -n Model Fl FR56 Sprinkler Types Standard Upright _' III Standard Pendent Conventional Mb Vertical Sidewall Horizontal Sidewall -- •'• , Model Fl FR56 Recessed Sprinkler Types Standard Pendent/F1/F2/FP Upright Pendent Horizontal Sidewall cr Model Fl FR56 Concealed Sprinkler Types - Standard Pendent Listing & Approvals 5a 1. Underwriters Laboratories Inc. and Certified for Canada (cULus). 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) �.T Quick Response Sprinkler _ . vale Product Description —` �" Reliable Models F1FR56 Series Sprinklers are quick re - 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 \ a which are five to ten times faster than standard response t A it sprinklers. This quick response enables the Model F1FR56 r. "- Series sprinklers to apply water to a fire much faster than s. -~' standard sprinklers of the same temperature rating. ' The glass bulb consists of an accurately controlled amount Recessed Recessed of special fluid hermetically sealed inside a precisely manu- Horizontal Sidewall Pendent/FP I factured glass capsule. This glass bulb is specially con- I 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 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 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 IdenSfication Number (SIN) Orifice Size Height Organization - I US Metric Upright Pendent Standard-Upright(SSU)and pendent Deflectors Marked to Indicate Position 1"(15mm) 1/2" NPT(R1/2) 5.6 80 2.25"(57mm) 1, 2,3, 4 RA1425(1) RA1414(1)(2) " Conventional-Install in Upright or Pendent Position 15mm(1) 1/2" NPT(RY) 5.6 80 57mm 3,4 1 RA1475 (11 cULus listed corrosion resistant(Polyester coated)sprinkler. (21 Polyester coated FM approved sprinkler. 0114 1r ,4 Irk r Upright Pendent Conventional Model Fl 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) I 1/2" NPT(RY) 5.6 80 2.25"(57mm) _ RA1414 (1) Refer to escutcheon data table for approvals and dimensions. --2 5/8"DIA. [66.7mm] r 2 1/4"HOLE DIA. HOLE IN CEILING [572mm] 1 15/16"DIA 2 5/16"DIA. [58 2617m] E— [492mm] CUP L- _-1 L —1 s_=_�--i ,_ r _ _ Q__, 1"x 1/2"REDUCER I` I 1`X 1/2"REDUCER TURN COLLAR IT II 1 UNTIL TIGHT AGAINST SPRINKLER l WRENCH BOSS \ \ / 1 I I I / /T ti J • I �`�� _�\-o �� FACE OF FITTING TO()) CEILING L J ADJUSTMENT(1) �. CEILING DIMENSION = ' IIIIiIIICc�lillll %//%/ 1 � T11 III[�Frt711I FACE of FITTING `.�iu - --- Il.<-�o-:III ' TO FACE OF CEILING r. IIln 1� j�if I 1 DIMENSION 1 ,� �� [32mm] A.I'/ Ikt_ I IF�A l �. I (11 \41111V ,4==�V A„(U ADJUSTMENT J �,; 2 27/32'DIA. O14FGOI __... [727mm] 1 014FG02 (I)REFER TO FI &F2 ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. (1)REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. Model F1FR56/F1 or F2 Model F1FR56/FP 2. 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 1 8.0 2.25" (57mm) 1,2,3,4 RA1485 15mm 1/2" NPT(R1/2) 5.6 8.0 2.25" (57mm) 4M) I (')LPC Approval is for pendent position only. Sprinkler Type Deflector to Ceiling Distance (Min.- Max.) -1 till Upright 4"(102mm)- 12" (305mm) Pendent 4"(102mm)- 12" (305mm) '' S n 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 -- i - Identification Ordinary SIN Numbers US Metric Light Hazard Hazard (SIN) j 1/2" (15mm) 1/2" NPT(R1/2) 5.6 1 80 2.63" (67mm) 1,2 1 RA1435 1 41 FACE OF FITTING() TO FACE OF CEILING DIMENSION 1 1/4" MIN. [31.8mm] 2 1/4" HOLE D/A. 4"-12" IN [57.2mm] [312mmJ CEILING TO[101.6mm-304.8mm] ' \ 1" X 1/2" REDUCER \ DEFLECTOR �; -k 1: t mw 0 , '' - 1 15/16" DIA.`/11111 1��li��i���‘ .11 I [49.2mm) I "i° I i''i 'IiI�1I, 2 27/32" DIA. 1191 --L-,A [72.2mmJ Horizontal Sidewallt TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER `\. WRENCH BOSS. (1) ADJUSTMENT • 013FG034 (1) REFER TO ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. (2) FM APPROVED FOR 4" - 6"[101.5MM - 152.4MMJ CEILING TO DEFLECTOR. Note: For Recessed HSW Sprinklers use installation wrench GFR2. 3. Model Fl FR56 Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: "K" Factor Temp. Rating Max. Sprinkler Nominal Thread Bulb Orifice Size Model Ambient Color Approvals Identification US Metric Sprinkler Cover Temp Number(SIN) 1/2" (15mm) 5.6 80 1/2" NPT F1FR 135'F/57°C 1 135°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 , Y2"(15mm) 5.6 80 Y2" NPT F1FR 175°F/79°C l 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 (1)For VdS only= 155°F/68°C Norbulb and 1/2"[12,7mm]adjustment. TEx OR1/2" REDUCING TEE ELBOW 1"x 1/2•"REDUCING TEE OR ELBOW _ — _ F1.1i i-ii- �I r-� HO2 LE/8 CDDIAING �.. .11� ------ ll i iii 2 5/16"" DIA — _ , _ 25/8" DIA. CUP ��—__�� 2 5/16" 0/A — J HOLE IN CEILINGU[i.57gl 1 1/2"•MAX. CUP t� �� I I III.—o III FACE OF FITTING [yunl / 2""MAX. l,II' p J / " '� - I'I q �,I TO FACE OF CEILING I', 111 �ll FACE OF FITT/NG a -�� DIMENSION 10- 11: TO FACE OF CEILING 1� )/ 51j,14-//,-*/'73 „ ,,�• , DIMEfySION CEILING - i;._ �01 CEILING 1 • __.._ 1 1/2” MAX. ---:=f— 15/16" 5/16" MAX. J --.. 3/4" COVER ADJUSTMENT COVER ADJUSTMENT COVER PLATE— COVER PLATE— 1 } ASSEMBLY _ 3 5/16" DIA ASSEMBLY 3 5/76" DIA. SPRINKLER / SPRINKLER / 1/2" ADJUSTMENT onFGOI 5/16" ADJUSTMENT 017FGO, • Figure 1 Figure 2 ` Installation Aid 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 1/2" 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 The Model Fl FR56/CCP Concealed Sprinkler uses the the cover plate until the skirt flange makes full contact i. 1/2" orifice, 1/" 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. 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 Fl FR56 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 to 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 I Black Plated Black Plated Satin Sprinkler Max.Ambient Black Paint(2) Black Paint Off White ' Classification Temperature Bulb Color °C °F Temp. Off White 2, Off White Black Paint Satin Chrome Satin Chrome Black Plated Ordinary 57 135 100°F(38°C) Orange (11 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. N High 111 141 286 225°F(107°C) Blue J '41 cULus listed"corrosion resistance"applies to SIN Numbers (1)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 (t) RA1414(Pendent)in standard black or white. Face of Fitting to Escutcheon I 1 Approvals Adjustment Dimension CeilingorWall Ordering Information Model ; Dimension Specify: Fl 1,3,4 Max Recess 1'h'"(38.1mm) 3/16"-15/16" 1. Sprinkler Model Min Recess 3/4"(19,1mm) (5mm-24mm) 2. Sprinkler Type F2 1,2,3,4 Max Recess 11/2"(38.1mm) ahs"-11/1s' 3. Orifice Size Min Recess 1"(25mm) (5mm-17mm) 4. Deflector Type FP Push-on/ 1 4 Max Recessed 'hs"(l lrrun) 1'/2" (38.1mm) Thread-off 1 Min Recessed '5he(24mm) 1"(25.4mm) ; 5. Temperature Rating ('"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 I 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- mize the potential for damage to sprinklers that would cause improper operation or non-operation. 5. 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. • 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. Manufactured by The Reliable Automatic Sprinkler Co., Inc. ® Recycled Rel ® (800)431-1588 Sales Offices Paper iabi (800)848 6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A 02/11 P/N 9999970300