Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink About3820 PIO PICO DR; ; AS160161; Permit9/27/22,11:21 AM AS160161 Permit Data City of Carlsbad Sprinkler Permit Job Address: 3820 PlO PICO DR Permit Type: SPRINK Parcel No: Lot #: 0 Reference No.: Permit No: AS160161 Status: ISSUED Applied .5/23/2016 Approved: 5/23/2016 Issued: 5/23/2016 PC #: Inspector: Project Title: ST. PATRICK PARISH UPPER BLDG NEW 2-STORY SCHOOL BLDG.-INSTALL NEW FIRE SPRINKLER SYS. Applicant: Owner: PACIFIC FIRE SYSTEMS, INC. 13142 NELSON LANE POWAY, CA 858-722-9865 Fees ($) Add'l Fees ($) Total ($) Balance ($) 663 0 663 0 about:blank 1/1 - April 4, 2016 Mark Kuz Pacific Fire Systems, Inc. 12316 Oak Knoll Rd, Suite B Poway, CA 92064 WISEMAN±ROHY _JRUCTURAL ENGINEERS JAMES M. WISEMAN, S.E. PRINCIPAL STEVEN D. ROHY, S.E. PRINCIPAL BRANDON J. DEEMS, S.E. ASSOCIATE PRINCIPAL STEVEN R. CROOK, S.E. ASSOCIATE Mark, We have reviewed your Upper School fire sprinkler piping plan for St Patrick's Parish School. It is our understanding that your plans show 3" diameter mains with 11/4" diameter secondary piping. These loads have been taken into account within the design of the building and are structurally acceptable. Please feel free to contact our office if you have any further questions. Sincerely, WISEMAN + ROHY Structural Engineers Jim Wiseman, S.E. Principal 9915 MIRA MESA BLVD., SUITE 200- SAN DIEGO, CA 92131 • TEL 858 536 5166 • FAX 858 536 5163 • WWW.WRENGINEERS.COM I S 0 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: St. Patrick's Parish School SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 3820 Pico Pica Drive CITY: Carlsbad PHONE: ( 858 ) 883.2333 (Pacific Fire Systems) FAX NUMBER: Largest Building (ft.2): Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Pica Pica Drive between Tamarack and Magnolia TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 79 PSI Hydrant Number (if applicable):______________ Elevation of test: 73 Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 1,500 GPM Residual Pressure 59 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge @ 20 psi of 3,775 GPM. Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature aP'ectMafnagetr ____________________ TitIe/Org Date: 02/10/2016 3820 Pico Pico Drive Fire Flow Analysis a a \\GO- 6" AGNOUAk.V >>2 \ a a 13 \,, FLOW_HYDRANT JUNCTION (MOTYPE) Active Domain TANK (MOTYPE) Active Tank Domain Tank Li Active Reservoir [j Domain Reservoir PIPE (MOTYPE) ' Active Pipe ' Domain Pipe Active Check Valve Domain Check Valve PUMP (MOTYPE) "Active i" Domain VALVE (MOTYPE) "Active fi' Domain hydrants • fran Road I, ANNO2 El ANNO3 'V Prepared By: Jennifer R. Mael, PE - MCS Date: Wednesday, February 10, 2016 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR As I ~o i v) +A3 ['~o ~ i A BOVEGROUND PIPING PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTYNAME Date PROPERTY ADDRESS , 4/ PLANS ACCEPTED BY APPROVING AUTHORITY(S) NAMES ADDRESS INSTALLATION CONFORMS TO ACCEPTED PLANS EQUIPMENT USED IS APPROVED IF NO, EXPLAIN DEVIATIONS YES 0 NO EYES 0 NO INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN 0 YES 0 NO HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: SYSTEM COMPONENTS INSTRUCTIONS CARE AND MAINTENANCE INSTRUCTIONS NFPA 25 0 YES 0 NO 0 YES 0 NO 0 YES 0 NO LOCATION OF SYSTEM SUPPLIES BUILDING: SPRINKLERS MAKE MODEL YEAR OF MANUFACTURE K FACTOR QUANTITY TEMPERATURE RATING /jf,C ii. I/3?a2 ie ,r., ______ /.cr Yi _tivNI/_ i/27 _44zk 11'cIa40'.. J:-,') y270 26P1'I Pi'&1iiJ V7o4_Ijyafi PIPE AND FITTINGS Type of Pipe: Schd. 40 and f66. I" Type of Fittings: 014e4'/e /Yn and 6npi,iZ' ALARM DEVICE MAXIMUM TIME TO OPERATE TEST CONNECTION ALARM VALVE TYPE MAKE MIN. OR FLOW _MODEL _MIN. _SEC. INDICATOR DRY PIPE DPERATING TEST DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP THRU TEST CONNECTION* WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED TEST OUTLET* ALARM OPERATED PROPERLY MIN. I SEC. PSI PSI PSI MIN. SEC. YES NO Without P.O.D. 0 0 With Q.O.D. 0 0 \, IF NO, EXPLAIN: URED FROM TIME INSPECTOR'S TEST CONNECTION OPENED. (OVER) OPERATION 0 PNEUMATIC 0 ELECTRIC 0 HYDRAULIC PIPING SUPERVISED 0 YES 0 NO DETECTING MEDIA SUPERVISED 0 YES 0 NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS 0 YES 0 NO IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN DELUGE & PREACTION 0 YES 0 NO VALVES DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN. SEC. 0 0 0 HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi ( 3 . 4 b a r s ) a b o v e s t a t i c p r e s s u r e i n e x c e s s o f 1 5 0 p s i TEST (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent dam a g e . A l l a b o v e g r o u n d p i p i n g l e a k a g e s h a l l b e s t o p p e d . DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-1/2 psi (0.1 ba r s ) i n 2 4 h o u r s . T e s t p r e s s u r e t a n k s a t n o r m a l water level and air pressure and measure air pressure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 ho u r s . ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR _2_ HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED 0 YES 0 NO EQUIPMENT OPERATES PROPERLY 0 YES 0 NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMIC A L S , S O D I U M S I L I C A T E O R D E R I V A T I V E S O F SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING S Y S T E M S O R S T O P P I N G L E A K S ? TESTS YES 0 NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TEST TEST CONNECTION: PSI I CONNECTION OPEN WIDE PSI UNDERGROUND MAIN AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING OTHER EXPLAIN VERIFIED BY COPY OF THE U FORM NO. 85B 0 YES 0 NO FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING 0 YES 0 NO BLANK NUMBER USED LOCATIONS: NUMBER REMOVED TESTING 0 GASKETS WELDED PIPING EYES 0 NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3? YES 0 NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3? BYES [I NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? k_YES 0 NO CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL (DISCS) CUTOUTS (DISCS) ARE RETRIEVED? EYES 0 NO HYDRAULIC NAME PLATE PROVIDED IF NO, EXPLAIN: DATA NAMEPLATE YES 0 NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR: TESTS WITNESSED BY FOR PROPERTY OWNER (SIGNED) TITLE DATE SIGNATURES FOR SPRINKLER CONTRACTOR (SIGNED) 7% JTITLE DATE FOR LOCAL FIRE MARSHAL (SIGNED) TITLE V DATE . - FOR RESPONSIBLE MANAGING EMPLOYEE (SIGN D) TITLE DATE' ADDITIONAL EXPLANATION AND NOTES (BACK) MATERIAL DATA SUBMITTAL St. Patrick Parish Upper School Building 3820 Plo Pico Drive Carlsbad, CA 92008 FIRE SYSTEMS. INC. Pacific Fire Systems, Inc. 12316 Oak Knoll Rd. Suite B Poway, CA 92064 858-883-2333 Phone 9 858-883-2334 Fax Ei i AS 160161 3820 PlO PICO DR ES-A-C300C300N Col?' Series C300, C300N AL A M E S Double Check Detector Assemblies Sizes: 21/2" - 10" (65 - 250mm C300BFG The Colt C300, C300N Double Check Detector Assemblies are designed to protect drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority requirements for non-potable service applications such as irrigation, fire line, or industrial processing. The Colt C300, C300N may be installed under continuous pressure service and may be subjected to backpressure for non-toxic applications. The Colt 0300, C300N is used primarily on fire line sprinkler systems when it is necessary to monitor unauthorized use of water. For use in non-health hazard applications. Specifications The Colt C300, 0300N Double Check Detector Assemblies shall consist of two independent Tr-Link Check modules within a single housing, sleeve access port, four test cocks and two drip tight shutoff valves. Tn-Link Check shall be removable and serviceable, without the use of special tools. The housing shall be constructed of 304 (Schedule 40) stainless steel pipe with groove end connections. Tr-Link Checks shall have reversible elastomer discs and in operation shall produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly shall consist of a meter, which registers in either gallon or cubic measurement, a double check valve assembly and required test cocks. Assembly shall be a Colt C300, C300N as manufactured by the Ames Company, NOTICE The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. Features Extremely Compact Design 70% Lighter than Traditional Designs 304 (Schedule 40) Stainless Steel Housing & Sleeve Groove Fittings Allow Integral Pipeline Adjustment Patented Tn-Link Check Provides Lowest Pressure Loss Unmatched Ease of Serviceability Available with Grooved Butterfly Valve Shutoffs May be Used for Horizontal, Vertical or N Pattern Installations Replaceable Check Disc Rubber It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material prod- uct, consult your local water authority, building and plumbing codes. Job Name_ Contractor Job Location Approval Engineer - Contractor's P.O. No. Approval Representative Aires Fire & Waterworks product specifications In U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Fire & Waterworks Technical Service. Pines Are & WalerWorks reserves the right to change or modify product design, construction, specifications, or matedals without prior notice and without Incurring any obligation to make such changes and modifications on Aires Fire & Waterworks products previously or subeoguotnty sold. 61 Configurations Horizontal Vertical up "N" pattern horizontal Materials Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM, Silicone and una 'N' Tr-Link Checks: Noryle, Stainless Steel Check Discs: Reversible Silicone or EPDM Test Cocks: Bronze Body Nickel Plated Pins & Fasteners; 300 Series Stainless Steel Springs: Stainless Steel Dimensions - Weights Available Models Suffix: OSY - tJLJFM outside stem and yoke resilient sealed gate valves BFG IJL/FM grooved gear operated butterfly valves with tamper switch *Sf FxG - Flanged inlet gate connection and grooved outlet gate connection "OSY GxF - Grooved inlet gate connection and flanged outlet gate connection OSY GxG - Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* "Consult factory for dimensions Pressure - Temperature Temperature Range: 33°I— 140°F (0.5°C - 60°C) Maximum Working Pressure: 175ps1 (12,1 bar) open) C39OC3OON size (ON) DIMENSIONS WEIGHT A em A in. inc C (OSY) in. Into D in. mm C in. corn H in. mm I in. non J &' inc P In, mm C300 Ms. kgs, C300N lOs. kgs. 21,5 65 309'4 781 16% 416 3½ 89 291/16 738 21½ 546 15½ 393 813& 223 1334n 335 139 63 147 67 3 80 31/t 806 18½ 479 334n 94 30¼ 768 22¼ 565 17¼ 435 9346 233 1434 368 159 72 172 78 4 100 333/4 857 223/4 578 4 102 33 838 231h 597 18112 470 916M 252 15"/sv 386 175 79 198 90 16 150 431h 1105 30½ t7651 5½ 1401 441/4 1137 331/4 845 233M 589 1 131116 332 19 483 309 140 30 159 8 200 493/4 ½6 170 541A 1375 1 401/a 1019 27½5 697 1 1514 399 21Yis 538 494 224 569 258 10 250 1 573/4 / 208 66 1676 1 491A 1257 32½ 826 1 17346 440 24 610 795 361 965 438 + + C300BFG, C300NOFG 6 41(alJI DIMENSIONS WEIGHT in. mm 4 in. mm C in. nm P fr mm G Is mm irk H mm I in. mm J In, inc P in. mm CIOØBFS lbn. kgs C300NBFG tbs. kgs. 2½ 55 27¼ 705 8 203 31/1 89 291A 759 21½ 546 141346 379 81/1 o 223 13 330 70 32 78 35 3 80 281/4 718 8%, 211 3'l1,4 94 3011,46 779 22¼ 565 15!/ii 392 9/l6 233 131/2 343 68 31 81 37 4 100 29 737 815As 227 31146 94 311346 811 23½ 597 15¼ 412 9/ii 252 14 356 75 34 98 44 6 150 361/2 927 10 254 5 127 43/11 1097 33¼ 845 1911/16 500 1 131/is 332 14½ 368 131 59 171 78 8 200 1 42Y, 1086 1 121/4 311 634 165 51 Vu 1297 1 401/n 1019 1 2334, 592 1 151 Y 399 183/ic 462 275 125 351 159 t40ry10 is a registered trademark of SABIC Innovative Plastics". psi 24 20 16 12 8 0 Service Flow Rated Flow 'Ut. Rated Flow N V - - H - 100 200 300 400 500 600 700 800 gpm 380 760 1140 1520 1900 2280 2660 3040 1pm 7.5 13 fps 4" (100mm) Approvals Approved by the Foundation for Cross-Connection Control and Hydraulic Research at The University of Southern California (FCCCHR-USC) For additional approval information please contact the factory or visit our website at www.amesfirewater.com ** $SIp1 FM cl US Q. P Approved 1048 B645 (8FG & OSY Only) Horizontal _______Vertical -------N - Pattern 2½" (65mm) PSI Service Flow Rated Flow IUL Rated Flow 14 - - - - - k-.---- N 12 - - - - - 10 -- ------- d 00 o 50 100 150 200 250 300 350 gpm 0 190 380 570 760 950 1140 1330 1pm 7.5 15 fps 3" (80mm) PSI Service flow Rated plow *UL Rated Flaw 12 10 H __iEiTIE_ 0 100 200 300 400 500 gpm 0 380 760 1140 1520 1900 1pm 7.5 15 fps Capacity ULJFM Certified Flow Characteristics Flow characteristics collected using butterfly shutoff valves. Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps Service Flow is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. Rated Flow identifies maximum continuous duty perfor- mance determined by AWWA. UL Flow Rate is 150% of Rated Flow and is not recom- mended for continuous duty. AW\NA Manual M22 [Appendix C] recommends that the maximum water velocity in services be not more than lOfps. _(715om7 pa - - Service --- Flew *111. Rated Flaw _ 12 -- N ______ ______ _____ - H 10 ___- _ 6 4 0 0 300 600 900 1200 1500 gpm 0 1140 2280 3420 4560 5700 1pm 7.5 12 fps 8" (200mm) )SI Service Flow Rated Flew 'UI Rated Flaw 10 H 12 N q Fit 0 500 1000 1500 2000 2500 gpm 0 1900 3800 5700 7600 9500 1pm 7.5 10 fps 10" (250mm) P Service Flow Rated Flaw 'lit. Rated Flaw 12 --- - - - 10 ____L__ - - - —1---t----1--__ N 8 - H I v 6 9 ' —'L.--- - - - 500 1000 1500 2000 2500 3000 3500 gpm 1900 3800 5700 7600 9500 11400 13300 1pm 7.5 10 fps Inquire with governing authorities for local installation requirements t V, ra IT !'ITE&A TECHNICAL DATA SUBMITTAL VINYLTECFI. P V C • P iF E CONFORMANCE These specifications designate the requirements for manufacturing and installing Vinyltech AWWA 0900- 07 water pipe. AWWA C900-07 - Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 In. Through 12 In. (100mm Through 300mm), for Water Transmission and Distribution AWWA C605 - Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water ASTM D1784 - Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds ASTM D3139 - Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals ASTM F477 - Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe ASTM D2412 - Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading UNI-PUB-8 - Tapping Guide for AWWA C900 Pressure Pipe UNI-B-8 - Recommended Practice for the Direct Tap- ping of PVC Pressure Water Pipe (Nominal Diameters 6-12 inch) PIPE COMPOUND The pipe shall be extruded from compounds meeting (PVC1120) the requirements of Cell Classification 12454, as defined in ASTM D1784, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. The PVC shall also be listed by the National Sanitation Foundation (NSF) for use in potable water. PIPE Vinyltech pipe shall be manufactured in accordance with AWWA C900-07. GASKET JOINT The gasket shall be reinforced with a steel band and meet the requirements of ASTM F477. Vinyltech pipe shall have an integral bell end with a locked-in factory installed gasket and shall meet the joint requirements of ASTM D3139. QUALITY CONTROL Each length of the pipe including the bell shall be hydrostatically tested. The pipe shall meet all ad- ditional test requirements as described in AWWA 0900-07. Our full time quality assurance staff continually administers a rigid program of tests to maintain the ,production of the best pipe products available. INSTALLATION Recommended installation procedure of Vinyltech Corporation and the Uni-Bell PVC Pipe Association are outlined in AWWA C605, Under- ground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water. The Uni-Bell Handbook of PVC Pipe is also an invaluable re- source guide for design and installation. TAPPING The consistent success of tapping PVC pressure pipe is contingent upon the use of proper proce- dures and equipment. Vinyltech recommends strict compliance with the requirements as speci- fied in UNI-B-8, UNI-PUB-8, and AWWA C605. ASSEMBLING THE PIPE Assembly of Vinyltech PVC water pipe is easily accomplished. A depth of entry mark is on each spigot end to serve as a visual check for rapid, accurate joint inspection. Do not over insert. Remove any mud, sand, or other foreign matter from the belled and spigot ends of the pipe. Carefully clean the gasket area. With a clean applicator (a brush or hand) lu- bricate the entire surface of'the pipe from the spigot end to the depth of entry mark and the contact surface of the gasket with Vinyltech Brand Lubricant. Brace the bell to avoid disturbing the already installed joints. Align the pipe, insert the spigot into the bell and push. Do not insert past the entry mark line. MARKING The pipe shall be marked in accordance with AWWA C900 as in the following example. Manufacturer's name and production codes INTERNATIONAL Nominal size, dimension ratio number, and O.D. base (for example, 8" DR 18 CIS) Materials cell classification (PVC1120) AWWA pressure class (235 psi or 305 psi) FM < > and hydrostatic test pressure (T600, or T800) AWWA designation number (AWWA 0900-07) APPROVED National Sanitaion Foundation (NSF-61) CERTIFIED Underwriters Laboratories (UL) logo, third party NSF/ANSI 61 certification. Underwriters Production date and time code (VA13131513 48.34) Laboratories Inc.® (I) h FM Annrnvls (FMI Inrirl required FM pressure LISTED rating (150 or 200 psi), third party certification,,' ~CH NVA Nr 00i a varistar company 201 S. 61st Avenue• Phoenix, AZ 85043 602 233-0071 - 602 272-4847 Fax www.vtpipo.com Effective 02/12 NOMINAL SIZE (IN) (mm) 2*c APPROXIMATE WEIGHT (LB/bc) OUTER DIAMETER (IN) MINIMUM WALL (IN) LIFTS PER TRUCK FEET PER LIFT 4 (100) 4.800 0.267 16 1020 251.6 6 (150) 6.900 0.383 16 440 521.2 8 (200) 9.050 0.503 20 200 903.0 10 (250) 11.100 0.617 12 240 1364.4 12 (300) 13.200 0.733 28 60-80 1935.8 NOMINAL SIZE (IN) (mm) !I!'I OUTER DIAMETER (IN) MINIMUM LIFTS PER WALL (IN) TRUCK A FEET PER LIFT APPROXIMATE WEIGHT (LB/100) 4 (100) 4.800 0.343 16 1020 317.5 6 (150) 6.900 0.493 16 440 658.7 8 (200) 9.050 0.646 20 200 1139.7 10 (250) 11.100 0.793 12 240 1722.3 12 (300) 13.200 0.943 28 60-80 2445.5 CROSS SECTIONAL VIEW SEALING POINTS THE IEER SEL1G SYST'Elv2- The Rieber system provides a proven pipe joint with an excellent track record in the field. It is the fastest growing system in the world because of its many advantages. Factory installed, locked-in gasket The pipe bell forms over the gasket, making a perfect fit Avoids the possibility of installing the wrong gasket Reduces installation problems The locked-in gasket eliminates gasket roll-out during joining The gasket is molded vs. extruded and spliced Works equally well under pressure or vacuum Three sealing points achieved vs. two LEAK-PROOF JOINTS "THE WORLDS BEST JOINT" VINYLTELFI 111I 201 S. 61st Avenue - Phoenix, AZ 85043 a varistar company PVC.PIPE 602 233-0071 602 272-4847 Fax www.vtpipe.com 3.1 Multiple wires, of varying sizes and colors, are bound together with a reinforced filmanet tape in a helical fashion. SIZE AWG 14 STRAND- ING SOLID INSULATION WALL (MILS) .060 APPROX. DIAMETER (INCHES) .190 CURRENT CARRY CAPACITY* 15 12 SOLID .060 .205 20 10 SOLID .060 .225 30 8 SOLID .080 .285 40 14 7 .060 .200 15 12 7 .060 .215 20 10 7 .060 .240 30 8 7 .080 .300 40 6 7 .080 .340 55 4 7 .080 .390 70 12 7 .080 .450 95 1 19 .095 .520 110 1/0 19 .095 .560 125 2/0 19 .095 .605 145 3/0 19 .095 .660 165 4/01 19 .095 .715 195 *Current carrying capacity based on not more than 3 conductors in raceway or cable or direct burial (at room temperature of 30°C) 4.0 SPLICING RECOMMENDATIONS 4.1 Underground splices shall be made in accordance with National Electrical Code® Articles 300.5 (Underground Installations) and 110.14 (Electrical Connections) using 3M DBY-6 or DBR-6 or 82A series con- nectors, which are UL listed under "UL 486D-Direct Burial", for wet or damp loca- tions, 600 volts. Connectors that are not listed at all, or listed under UL Standard UL 486C as "Compression Connectors", shall not be allowed. P.O. Box 368, Union, NJ 07083-0368, 908-687-7810, 800-327-2443, Fax: 908-687-2722 . eS peG0 0 1D-Rev 7 Iw UNDERGROUND FEEDER CABLE (UF) & TWU INSULATION: POLYVINYL CHLORIDE C US LISTED SIZES: 14 AWG - 4/0 AWG 1.0 SCOPE: 1.1 This specification covers the construction requirements for Underground Feeder Cable, Type UF and TWU for use in accordance with the National Electrical Code or operation at a potential of 600 Volts or less and at a temperature of 75°C or less. UL listed for UF and c(UL) for TWU. 2.0 CONSTRUCTION: 2.1 Conductor: Soft drawn bare copper meeting the requirements of ASTM specification B-3 or B-8. 2.2 Temperature Rating: -10°C +75°C. 2.3 Insulation: Polyvinyl chloride, 75°C rated conforming to UL Standards 493 and 83. 2.4 Manufacturer's Identification: Surface marked with Paige-Electric, voltage rating, size and type, and UL file numbers. 2,5 Underwriters' Laboratories Approval: All cables shall be tested physically and electrically in accordance with UL Standard 493, and 83 (paragraphs 28.1, 29.1 and 29.2). All reels and cartons bear UL and/or c(UL) labels. 3.0 PARALLEL CONSTRUCTION: p 7f 1) 1/85/88 Ductile Iron Push-On Fittings ANSI/AWWA C153/A21.53 GENERAL SPECIFICATIONS MATERIAL: Ductile iron perASTMAS36 PRESSURE: 350 PSI rating for 4"- 24" sizes. Pressure rating applies to fittings only and does not apply to restraining lugs or external restrainers A TESTING: In accordance with ANSI/AWWA C153/A21.53 and UI. requirements a LAYING LENGTH: In accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) AWWA WEIGHTS: . Are in pounds, unless noted otherwise and do not include accessories, cement lining and coating MEMBER FLANGES: Flanged ends on fittings match ANSI/AWW C11S/A21.15 and ANSI 1316.1 class 125 flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A21.4 --sizes 4"- 24" double thickness ® L COATING: Asphaltic seal coat inside and out in accordance with ANSI/AWWA C104/A21.4 and referenced in ANSI/AWWA C 153/A21.53 GASKETS: Dual hardness SBR in accordance with ANSI/AWWA C1 1/A21. 11 APPROVALS: 4"- 12" Underwriters Laboratories Listed. Please consult factory for detail listing and approvals. UL 4" and greater are UL/NSF-61 DIMENSIONS: All dimensions are in inches unless noted otherwise. WATER QUALITY INSTALLATION: Per ANSI/AWWA C600 and Ci 11 using DIP conforming to C150/C15 1 and PVC pipe conforming to C900/C905 I PROJECT NAME: ENGINEER: CONTRACTOR: SPEC. SECTION: iliT 2 HOLES lir" 14".24- Sins ffinlamn NC. OA B.C. B C D SIZE 4 6.38 7.50 402 2.17 112 6 8.62 9.6 402 2.17 112 8 1080 1182 - 449 22 112 10 1291 14,00 449 2.91 1.12 12 10 1625 800 299 112 14 17.89 18.78 5.50 3.12 1.25 16 2005 21.00 5.30 3.25 1.25 18 - 223 2525 550 - 3.25 12 20 244 '0 50 328 1.25 24 : 28.79 30.00 - 600 325 125 Please note: Allfittings are standard with two (2) restraining tugs. Bends 45" & 90" in sizes 4-12" are also available with four (4) restraining tugs. SIZE RANGE(Please specify): LINING OPTIONS (Please check one): COATINGOPTIONS(Pleasecheck one): Size Range El Standard: Cement-lined and asphalt seal Coat per fl Standard: Asphaltic teal Coat per ANSI/AWWA ANSI/AWWA C104/A21.4 and UL/NSF-61 , C104/A21.4 fl Optional: FBE (Fusion Bonded Epoxy) per ANSI! fl Optional: FBE (Fusion Bonded Epoxy) per ANSI! AWWA C116!A21.1S and UL/NSF-61 AWWA C116,/A21.15 and UL/NSF-61 El Optional: P401 (Protecto 40 1) Ceramic Epoxy- [] Optional: Other (specify) sewer applications only. Not NSF-61 0 Optional: Other (specify) UCAT130I-SUB REGISTERED TRADP.MARKOP STAR PIPE PRODUCTS sTAlE PIPEPRODUCTS bOsTON CORPORATE TOLL FILER i.810.999-3005FAX 78I-558.9010 Page 1 Ductile Iron Flanged Fittings __// ANSI/AWWACIIO/A21.1O GENERAL SPECiFICATiONS MATERIAL: Ductile iron per ASTM A536 PRESSURE: 250 PSI ratiing for 1"- 48" sizes and 150 PSI rating for 54"- 64" TESTING: In accordance with ANSI/AWWA C110/A21.10, UL and FM requirements LAYING LENGTH: 2"- 48" sizes in accordance with ANSI/AWWA C11O/A21.10 and ANSI B 16.1 and 54"- 64" sizes in accordance with ANSI/AWWA C153/A2 1.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) AWWA WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coatings MEM BER DRILLING: In accordance with ANSI/AWWA Cl 10/A21.10, ANSI/AWWA C153/A21.53 and ANSI B16.1 Class 125 Flanges CEMENT LINING: In accordance with ANSI/AWWA C 104/A21.4 -- sizes 1"- 3" single thickness and sizes 4"- 64" double thickness APPF40VED COATING: Asphaltic seal coat inside in accordance with ANSI/AWWA C 104/A21.4 and prime coot outside APPROVALS: 2"- 12" Underwriters Laboratories and 'JLC Listed and Factory Mutual approved for 300 PSI rating. Please consult factory for detail listing and approvals. L land greater are UL/NSF-61. DIMENSIONS: All dimensions are in inches unless noted otherwise. INSTALLATION: Per ANSI/AWWA C 110 and Cl 11 YUOL n - T - ___-\ PROJECT NAME:WATER - QUAIM F ENGINEER: , 0 :.:..........::::::: ................................. ........! O.D. - CONTRACTOR: 0 SPEC SECTION p - NOM. BOIt'FIOLF BOLtS SIZE O.D. B.C. T DIA. SIZE NO. 425 312 044 062 4 1½ 5.00 '388 056 062 ,zx2 4 2 6.00 475 062 07' x21/: 4 2½ 700 550 069 Q,75 x2½ 4 '3 750 600 075 075 5/5212 4 9.00 750 094 Q.5 so 3 1000 80 094 088 __ 8 11.00 9,50 1.00 0 88 ~ '31 8 8 1350 117' 112 088 ~x 3 ' 8 10 1600 1425 1 19 100 '.' x4 12 12 1900 1700 125 100 x4 12 14 2100 1875 1.38 113 Ix4/2 12 16 2350 '12' 144 113 1x4 16 18 - 25.00 22.75 1.56 1.25 l' x S 16 20 27 50 25.00 1.69 1 25 1/ '.5 20 24 32.00 29.50 1,58 138 P4 X5 15 20 30 3875 3600 21 138 11x6½ 28 36 46.00 42.75 2.38 1.63 1 1,5 x 7 32 42 5300 4950 262 163 l'2'.'3 36 48 S9.50 5600 2.7, 1.63 1½x8 44 54 6625 62.75 - 3.00 200 1 ~'4'.8 44 60 73.00 , 69.25 312 200 - - 1 14x9 52 64 80.00 76.00 1 3.38 1 2.00 1 13/4x9 52 SIZE RANGE (Please apecify): LINING OPTIONS (Please check. one): COATING OPTIONS (Please check one): Size Range El Standard: Cement-lined and asphalt seal coat per El Standard: Red Prime Coat ANSI/AWWA C 104/A21.4 and UL/NSF-61 U Optional: FBE (Fusion Bonded Epoxy) per ANSI/ Optional: Asphaltic seal coat per ANSI/AWWA LJ C104/A21.4 AWWA C116/A2115 and UL/NSF-61 E]Fl Optional: Optional: P401 (Protecto 40 1) Ceramic Epoxy - FBE (Fusion Bonded Epoxy) per ANSI/AWWA Cl 16/A21. 15 and UL/NSF-61 E]sewer applications only. Not NSF-61 El Optional: Other (specify) Optional: Other (specify) UT,I3 Il-Sun FM a REGISTERED TEADE.MAI'.K OF STAR PIPE PRODUCTS STAR' PIPE PRODUCTS lIOUsTON CORPORATE TOLL FREt1.800-999.3119 FAX z5l-355-9001 www.starpipcproductscon, Page 1 CLOW AWWA Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C509 Size Range Water Working Pressure psi Bubble Tight Test psi Hydrostatic Shell Test psi AWWA 2"-12" 250 250 500 ULFM 47-12" 200 200 400 Available in either non-rising stem, outside screw & yoke. WN Available End Connections & Size Range FLG End (NRS) 2"-12" M.J. 2"-1 2" (except 21/2") FLG & M.J. 3-12" Push-on for PVC (SOR) 2"-8" FLG End (OS & Y) 21/2"_12" M.J. for Tapping 4"-12" Tyton for D.I. & C900 PVC 4-12" M.J. Cutting-in 4"-12" Push-on for D.I. X FLG 4"-12" Threaded 2"-3" Push-on for Cl. for Tapping 4"-8" Figure No. F-6102 F-6100 F-6106 F-6110 F-6136 F-6114 F-6112 F-6111 F-6113 F-6103 F-6115 Accessories (Illustrated in the Gate Valve Section) Indicator Posts 2" Sq. Operating Nuts "T" Handles Handwheels Stem Guides Extension Stems Electric Motor Actuators Floor Boxes Chain Wheels Floorstands (non-rising stem) MODEL 2639 AWWA C509 FULL BODY DUCTILE IRON MODEL 2640 AWWA C509 FULL BODY GRAY IRON Complies with applicable 2"-12" R/S VALVE requirements of AWWA C509 MATERIAL LIST CLOW VALVE COMPANY 1 MODEL 2639 2 3 9 8 6 1 12 10 13 17 4 15—\16 - 17 \ 2639-02 C 7/19/05 ITEM DESCRIPTION MATERIAL. ASTM SPEC. 1 Hex Head Bolt Stainless Steel ASTM F593 304 SST 2 Plot Wosior Stainless Steel 304 557 3 Operating Nut Gray Iron ASTM A126 Cl B 4- Hex Head Bolts & Nuts Stainless Steel ASilvi F593/4304 557 5 Follower Plate Ductile Iron AS11v A536 65-45-12 6 Stem 0—Ring EPDM 7 Follower Plate 0—Ring/gasket EPDM 8 Thrust Washer Bearing Delrin 9 Hex Head Bolts & Nuts Stainless Steel ASTM F593/4 304 SST 10 Stem Bronze ASTM 9584 C86700 11 Indicator Post Plate (Optional 3-12') Gray Iron ASTM A126 Class B 12 Cover Ductile Iron ASTM A536 65-45-12 13 Cover 0—Ring EPDM 14 Stem Nut Bronze ASTM 9584 C83600 15 Wedge Gray Iron & EPDM ASTM A126 Cl B 16 Body - all types Ductile Iron ASTM A536 65-45-12 17 Pipe Plug (Optional Some Styles) Stainless Steel Sb Li CL. 125 2'-12" R/W VALVE FLANGED ENDS GENERAL DIMENSION CLOW VALVE COMPANY MODEL 2639 & 2640 F-6102 IVALVE l A I C I D I • I FIGH1 I SIZE I I 8 10 Valves comply with AWWA C509 4"-12" R/W VALVE NRS FLANGE x TYTON ENDS GENERAL DIMENSIONS CLOW VALVE COMPANY MODEL 2639 & 2640 F-6113 dM __________________ 2' SQ. LL -012 ANSI B16.1 CL 125 E - G B ZANSI/AWWA C111/A21,1I A VA VE A B C D -E F C 3 8 1/4 4 4 1/4 10 12 3/8 3 4 11 1/8 4 1/2 6 5/8 10 14 3/4 4 1/4 4 3/3 6 12 5/8 5 1/4 7 3/8 12 19 6 1/4 5 7/16 8 14 5/16 5 3/4 8 9/16 14 22 1/2 8 1/4 6 7/16 10 16 3/16 6 1/2 9 11/16 18 26 1/2 10 1/4 731/32 12 17 7/16 7 10 7/16 18 30 12 1/4 9 7/32 MODEL 2639 & 2640 Valve complies with AWWA C509 specs where applicable. Valve is rated at 250 psi working pressure. Valve is bubble-tight at all pressures up to full rated pressure (250 psi). Valve is capable of bubble-tight seal at twice the rate pressure (500 psi) for short periods of time. 2" thru 12" valve sizes have been hydrostatically shell tested at 2.5 times the rated pressure (625 psi). Valve has been subjected to torques 150 percent of the designated minimum required torques. Valve has been cycle tested 5,000 times without loss of bubble-tight seal. Rubber to iron bond on wedge is inspected for strength as per ASTM D 429-73 specification. MODEL 2639 & 2640 Valves shall conform to the latest revision of AWWA Standard C-50 covering resilient wedge gate valves. The valves shall be either, non-rising stem or rising stem, opening by turning stem left or right and provided with 2" square operating nut or handwheel with the word Open and an Arrow cast in the metal to indicate direction to open. The wedge shall be of cast iron completely encapsulated with rubber. The sealing rubber shall be permanently bonded to the cast iron wedge to meet ASTM tests for rubber metal bond ASTM D429. Stems for NRS assemblies shall be cast bronze with integral collars in full compliance with AWWA. OS & Y stems shall be bronze. The NRS stem stuffing box shall be the 0-ring seal type with two 0-rings located above thrust collar and one 0-ring below. The two a-rings above the thrust collar shall be replaceable with valve fully open and subjected to full rated working pressure. There shall be two low torque thrust bearings located above and below the stem collar. The stem nut shall be independent of wedge and shall be made of solid bronze. There shall be a smooth unobstructed waterway free of all pockets, cavities and depressions in the seat area. The body and bonnet shall be coated with fusion bonded epoxy both interior and exterior, complying with AWWA C550 and be NSF 61 approved. Each valve shall have maker's name, pressure rating and year in which manufactured cast on the body. Prior to shipment from fac- tory, each valve shall be tested by hydrostatic pressure equal to requirement for both AWWA (twice the specified working pressure) and 400 PSI ULFM requirements. 1 Sq. Sq. Extension 6" Dia._fff—f---] ,rody max.= 10" m in. = 7" 3 6 Telescoping Barrel - - 30" Ground Line - I FIELD ADJUSTMENT INSTRUCTIONS 5 /8 --t \ Remove the Body from the top of the Indicator Post assembly. De Trench th Loose the telescoping Barrel set screws and 12 Dia._ tWJ (Thj,,41 'iij adjust Barrel to the Ground Line. I Cut the 1" Sq. Extension at a distance of 9" above the top of the Barrel end. CLPW Set the "OPEN" and "SHUT" targets for the appropriate valve size. Reattach the Body to the top of the Indicator -- Post assembly INDICATOR POST STYLE 2945 & 2945 A UL/FM PARTS LIST CLOW VALVE COMPANY PART NO QTY DESCRIPTION MATERIAL P-I 1 LOCKING WRENCH CAST IRON ASTM A-126 CL. B P.2 1 MAIN STEM BRONZE ASTM B584 ALLOY 864 P0 1 RETAINER 0-RING #226 BUNA N P.4 1 BODY CAST IRON ASTM A -126 CL. B P-5 2 WINDOW GLASS LEXAN - UV STABILIZED P-6 2 OPEN TARGET CAST ALUMINUM P-7 2 SHUT TARGET CAST ALUMINUM P-8 1 CARRIER ASSEMBLY 1 CARRIER NUT BRONZE ASTM 8584 ALLOY 844 2 CARRIER PLATE 1116' SHEET METAL 4 TARGET RETAINER 16 GA. 302 S.S. 8 #10-24 X 112' PAN HEAD SCREW ZINC PLATED STEEL 4 #10-24 HEX NUT ZINC PLATED STEEL P-9 1 1/2' NPT PIPE PLUG MALL. IRON P-10 1 3/8" EYEBOLT #23 FORGED STEEL P-il 1 3/8-16X1' HEX CAPSCREW ZINC PLATED STEEL P-12 1 EXTENSIONROD ISO. AISI M1020 HAS P-13 1 NUT SOCKET CAST IRON ASTM A-126 CL. B P-14 1 5/16"X 3-1/4' DRIVE PIN BRASS P-iS 2 3/4' SQ. CUP POINT STEEL, BLACK OXIDE HARDENED SET SCREW P-16 1 TELESCOPING BARREL CAST IRON ASTM A-126 CL. B P-17 1 STANDPIPE 4" Di. Cl 52 ANSI A21.51 P-lB 1 BASE FLANGE CAST IRON ASTM A-126, CL B P-i 9 2 3/4" SQ. CUP POINT STEEL, BLACK OXIDE HARDENED SET SCREW P-20 4 518'X 2-1/4" HEX CAPSCREW ZINC PLATED STEEL P-21 4 5/8' HEX NUT ZINC PLATED STEEL 199 9ACY IL'ON ZWM92 CNEChrVALVE riVI~Vl + Flanged End + Resilient Wedge UL/FM Listed • Epoxy Coated - Internal & External 175 NON-SHOCK WOG CWP Applications: Potable Water Systems, Fire Line Loops, Pump Stations u ASTM Class A126 CLB L ULC Flanges conform with ANSI B16.1 ISO-9002 0141 078 023 195 324 12.7 F I - - - ASTM L \ - NO. PART MATERIAL DESIGNATION 001 Body Cast Iron A 126 Class B - - - 003 Disc Cast Iron A 126 Class B 014 Cover Cast Iron A 126 Class B - 023 Arm Cast Iron A 126 Class B 262 281 291 167 003 062 061 188 T 024 Seat Holder Bronze B 62 I. 061 Body Seat Ring Bronze B 62 062 Disc Seat Ring Rubber (BUNA-N) 02000 AA 7014 Drilled and threaded hole in each end of the hinge Pin 077 Arm Bushing Bronze B 62 078 Arm Disc Bushing Bronze B 62 - - 079 Body Bushing Bronze B 62 I 159 Hinge Pin Stainless Steel A 276 Type 304 166 Plug (A) Brass B 16 077 167 Roll Pin Stainless Steel A 276 Type 304 / 188 Disc Seat Bolt Stainless Steel A 276 Type 304 195 Cover Stud & Nut Steel A 307 Grade B 281 Disc Nut Brass B 36 I 079 262 Disc Stud Brass B 36 rass B 36 ............................................................................ B 62 - - Cover Gasket Rubber (BUNA-N) 02000 AA 7014 329 0-Ring Rubber (BUNA-N) D2000 AA 7014 408 Plug (B) I Malleable Iron A 47 ANSI 816.1 SIZE CL. 125 APPROX. INCH 1 00 ØC Oh n T H Hi OS WT. IBS. 11 2-1/2 8.50 7.00 5.50 .75 4 .69 6.58 3.51 .37 44 - 3 9.50 7.50 6.00 .75 4 .75 7.49 3.76 .37 51 4 11.50 9.00 7.50 .75 8 .94 8.31 4.51 .37 BO .........6 14.00 11.00 9.50 .87 8 1.00 10.60 5.50 .63 152 Oh-n 8 19.50 13.50 11.80 .87 8 1.13 12.21 6.76 .75 313 ----- 101, 24.50 16.00 14.25 1.00 12 1.19 13.87 8.00 .87 462 I 12 27.50 19.00 17.00 1.00 12 1.25 16.27 9.52 .87 660 BREWSTER: TEL:800-431-2082 FAX: 800-640-2252 HOUSTON: TEL: 800-935-5456 FAX:800-683-4247 E ---- MA1co+acA PREvIous<4 - IuiUL AXT UNITED BRASS WORKS, INC. I. 714 S Main St., Randleman, NC 27317 ? Tel 800-334-3035 Fax 800-498-4696 www.ubw.com ISO 9001 RIS1ERU COMPANY Model 68 Threaded Check Valve Male NPT x Female NPT UL Listed. FM Approved *As antiwater hammer check valve for fire pump service only! 250 WOG @ 180 'Max 100% Pressure Tested Threaded Ends MATERIAL LIST NO. DESCRIPTION MATERIAL 1 Body Ductile Iron 2 Seat Ring Assembly Bronze 3 Seat Ring Gasket Buna 4 Pipe Plug Steel 5 Screw Stainless Steel 1W qPM Size A B C D 4" 8.56 3.44 6.25 3.00 Ship Wgt. (lbs.) Qty. Per Ctn. 17.0 1 N OTTER CONNECTIONS (FDC) Model/Series No. IRE PRO EXPOSED FIRE DEPT. INLET SERIES 5710-5734 Member of Morris Group International""' CONNECTIONS-CLAPPER TYPE SPECIFICATIONS TWO-WAY WITH SINGLE CLAPPER Cast brass two-way inlet body, swing clapper and pin lug swivel. Back or angle outlet as selected by model number. Lettering as selected. Size 4" x 2-1/2" x 2-1/2". TWO-WAY WITH DOUBLE CLAPPER Cast brass two-way inlet body, drop clappers and pin lug swivels. Size and outlet as selected by model number. Lettering as selected. MODEL SELECTION TWO-WAY WITH SINGLE CLAPPER LJ 5710 Back Outlet (U/L & FM Listed) L?1 5715 Angle Outlet (U/L & FM Listed) TWO-WAY WITH DOUBLE CLAPPER U 5721 Back Outlet LI 5722 Back Outlet LI 5723 Back Outlet LJ 5724 Back Outlet LI 5731 Angle Outlet LI 5732 Angle Outlet EJ 5733 Angle Outlet 5734 Angle Outlet Note: Refer to Model Dimensional Chart for U/L & FM Listing 7 N MODEL 5710 (Shown) PRODUCT OPTIONS FINISHES: -B Polished Brass LI -C Rough Chrome Plated Body LI -D Polished Chrome Plated THREADS: LI N.S.T. LI Other LETTERING AVAILABLE: [A AUTO. SPKR. LI STANDPIPE Call Potter Roamer- Fire Pm for current listings and POTTER ROEMERJFIRE PRO approvals. Dimensions are subject to manufacturers tolerance and may change without notice, Potter Roamer- fl FIRE EQU __ IPMENT MANUFACTURERS' ONFSA ,41"\, Headquarters: Also in: Fire Pm assumes no responsibility for use of void or ASSOCIATION P.O. Box 3527 New York (800) 5264592 superceded data. © Copyright Potter Roamer- Fire Pm. City of Industry, CA Chicago (800) 547-3473 Member of Morris Group International "' Please visit pollerroemer.com for most current specifications. U_NFPA [] (\ AS 'P E - O 91744 U.S.A. Atlanta (800) 762-0542 Los Angeles Area Miami (866) 961-3473 800-366-3473 Dallas (866) 644-3473 51105134 SERIES Date: 03/27/14 ______________________________________ 626-8554890 www.potterroemer.com / POTTER Model/Series No. I /R0EMER CONNECTIONS (FDC) 57105734 L- IDJ IJJEQ EXPOSED FIRE DEPT. INLET SERIES "— CONNECTIONS-CLAPPER TYPE Member of Morris Group Internationairs MODEL DIMENSIONS TWO-WAY WITH SINGLE CLAPPER MODEL 5710 - 5715 U/L Listed FM Approved TWO-WAY WITH DOUBLE CLAPPER Outlet Approvals Outlet Approvals Size A Appvd B C D Back Model No. Listed <> Appvd Angle Model No. AN Listed 5721 Yes Yes 5731 Yes Yes 4 x 2-1/2 x 2-1/2 7-1/2 11-1/2 8-1/2 11-1/2 5722 Yes No 5732 Yes No 6 x 2-1/2 x 2-1/2 9-1/2 10-1/2 9 10-3/4 5723 Yes No 5733 Yes No 4 x 3 x 3 9-1/2 11-1/2 9-1/2 11 5724 Yes No 5734 Yes No 6 x 3 x 3 10 11 1 10-1/2 11 7¼ MODEL 5721 - 5734 Cell Potter Roemer- Fire Pro for current listings and approvals. Dimensions are subject to manufacturer's tolerance and may change without notice. Potter Roemer- - FIRE EQUIPMENT JEERS IJI'fSA POTTER Headquarters: Also In: Fire Pro assumes no responsibility for use of void or - A P.O. Box 3527 New York (800) 526-4592 superseded data. © Copyright Potter Roemer- Fire Pro, City of Industry, CA Chicago (800) 547-3473 Member of Morris Group International " Please Visit polterroemer.cam for most current specifications. - - •• I I I ('IAS P E t •'\ 9744 U.S.A. Atlanta (800) 762-0542 Los Angeles Area Miami (866) 961-3473 LtV9J L... 800-366-3473 Dallas (866) 644-3473 51105134 SERIES Date: 03/27/14 NFPA 626-855-4890 www.potterroemer.com SUBMITTAL HEX BOLT T-316 - ASTM F593 18 Chromium, 10 Nickel, 2 Molybdenum (AISI T-316) Chemical Requirements Carbon max 0.080 Manganese max 2.00 r Phosphorous max 0.045 / G or H Sulfur max 0.030 1 '-31 6J / F593 316 Silicon max 1.00 Chromium 16-18 Nickel 10-14 Molybdenum 2-3 Mechanical Requirements Cold Worked Hot Forifed Hardness Rockwell Min B80-C32 B65-B95 Tensile strength (KSl) Min 100 Max 150 (1/4" to 5/8" DlA) Tensile strength (KSl) Min 85 Max 140 (3/4" to 1 1/2" DIA) Tensile strength (KSl) Min 75 Max 100 (1/4" to 1 1/2" DlA) I Yield Strength (KSl) Min 45 - 65 Min 30 Elongation 25 30 r. Hex Nuts ASTM F594 (ASME B18.2.2) D Heavy Hex Nuts ASTM F594 (ASME B18.2.2) r T-316 Stainless Steel Washers Buried r Submerged r Above Grade r Below Grade fl Other Dimensional Data Unless otherwise specified in the purchase order, shall be threaded in accordance with ANSI/ASME B18.2.1, page C-I, for hex cap screws (finished hex bolts). Additional information can be found in ASTM F593, DTD 1998 (Stainless Steel Bolts, Hex Cap Screws) and in ASTM F594, DTD 1998 (Stainless Steel Nuts). 7iPAC 475 Klug Circle-Corona, CA. 92880 (951) 280-4488 - Fax: (951) 272-4445 SUBMITTAL TEADIT Style NA 1001 Manufacturer - Teadit - North America, Inc. Compressed Non-Asbestos Gasket Style NA 1001 Compressed Sheet Packing Aramid Fibers/NBR Binder (Green or White) Media Water Air Brine Sludge Waste Water Low pressure steam Organic and Weak inorganic acids Concentrated and diluted alkalis (PH range from Ito II) Chemicals Petroleum and petroleum derivatives Chlorinated solvents Refrigerants Specifications Max. Temperature: 750 (° F) Max Operating Temperature: 460 (0 F) Max. Pressure: (Vacuum) 1595 (PSI) Continuous Max (Vacuum) 725 (PSI) ASTM: (F712120E22M5) Availability k Full Face 11 Ring r_711/16" Thick . 1/8" Thick Benefits Manufactured from a non-asbestos material formulated for services in most sealing applications as a universal replacement gasket. These gaskets have a non-stick coating. TRIPAC 475 Klug Circle-Corona, CA. 92880 (951) 280-4488 - Fax: (951) 272-4445 FM Approved and Fully Listed Sprinkler Pipe Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL, C-UL and FM Listed. Approvals and Specifications Both products meet or exceed the following standards: ASTM A135, Type E, Grade A (Schedule 10) ASTM A795, Type E, Grade A (Schedule 40) NFPA13 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings All Wheatland black steel fire sprinkler pipe up to 6" receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be easily painted, without special preparation. Schedule 10 and Schedule 40 can be ordered in black, or with hot-dip galvanizing, to meet FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A795 or A53. All Wheatland galvanized material is also UL Listed. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a supplementary identification method. SCHEDULE 10 SPECIFICATIONS NOMINAL NOMINAL NPS NOM OD NOM ID WALL WEIGHT UL PIECES In mm In mm In mm lbs /it kg/rn CRR Lift 11/4 1.660 42.2 1.442 36.6 .109 2.77 1.81 2.69 7.3 61 1½ 1.900 483 1.682 427 109 277 209 311 58 61 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93 4.7 37 2.4 2.875 730 2.635 669 120 305 353 526 35 30 3 3.500 88.9 3.260 82.8 .120 3.05 4.34 6.46 2.6 19 4 4.500 114.3 4.260 108.2 .120 3.05 5.62 8.37 1.6 19 5 5.563 141.3 5.295 134.5 .134 3.40 7.78 11.58 1.5 13 6 6.625 1683 6.357 1615 134 340 930 1385 10 10 8 8.625 219.1 8.249 209.5 .188 4.78 16.96 25.26 2.1 7 Calculated using Standard UL CRR formula, (IL Fire Protection Directory, Category VIZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe Is used as the benchmark (value of 1.0). *i :t i'iui. [.i1 .i i [•].' NOMINAL NOMINAL NPS NOM OD NOM ID WALL WEIGHT UL PIECES In, mm in mm In mm lbs/ft kg/rn CRR Lift 1 1.315 33.4 1.049 26.6 .133 3.38 1.68 2.50 1.00 70 1¼ . 1.660 42.2 1.380 35.1 .140 3.56 . 2.27 3.39 1.00 51 11/2 1.900 48.3 1.610 40.9 .145 3.68 2.72 4.05 1.00 44 2 2,375 603 2,067 525.154 3.91 . 3.66 5.45 1.00 30 Calculated using Standard (IL CRR formula, (IL Fire Protection Directory, Category VIZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe Is used as the benchmark (value of 1.0). @ C & APPROVED PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: 0 BLACK 0 HOT-DIP GALVANIZED t Wheatand Tube 1 STCCL GROUP NGS"' Product Spcifcatons j Grooved Attings MODEL V-899 END-ALL FITTING The Model V-899 End-All fitting is a unique domed end cap fitting available with 1/2". 3/4" and V NPT threaded outlets. Designed as an end of line fitting the End-All features two multi-function bosses which can be used for the direct connection of sprinkler heads, sprigs, drops, drains and or gauges. c®uS zg LISTED APPROVED Nominal Size Grooved X Threaded D,n,esions Weight rnnsfm rn,wfin mm/In Kgs/Lbs 32 15 445 30,1 0.3 1.23 0.5 1.750 1.190 0.7 32 x 20 44.5 30,1 0.3 125x075 1750 1.190 07 32x 25 48.3 31.8 0.3 1,25 X 1 1.900 1.250 0.7 40 x 15 44.5 33.3 0.4 1.5 x 0.5 1.750 1.313 0.9 40 x 20 44,5 33.3 04 1.5 x0,75 1.750 1.313 09 40 x 25 48.3 34.9 0.4 1.5 x 1 1.900 .. 1,375 . 0.9 50 X 15 4.4.5 39.7 0.5 2 x 05 1.730 1.562 51 50 x 20 44.5 39.7 0.5 2 x 0.75 1.750 1,562 1.1 50,125 48.3 41.3 0.5 1 1.900 1.625 1.1 66 x 15 44.5 44.5 0.6 2.5x 0.5 1.750 1.750 1,3 66 x 20 44.5 44.5 0,6 25x3/4 1.750 1.750 13 66 x 25 48.3 46,0 0,6 2,5 x 1 1,900 1.813 1,3 Also available with hot dip zinc galvanized finished (optional). Trusted above all.TM 19 a" Fig. 200 - "Trimline" Fig. 200R (Import) - Adjustable Band Hanger "Trimliñe" Adjustable Band Hanger w/Retainer Ring Size Range - 1/2' thru 8" pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2' thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is eas- ily installed around pipe. (21/2" thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By - Figure number and pipe size Note - Figure 200R (import) with retainer ring and non-captured knurl nut. Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. WtJ100 1/2 3/8 8mm or 10mm 31/8 25/s 400 11 3/4 3/8 8mm 0r10mm 31/s 21/2 400 11 1 3/8 8mm or 10mm 33/s 2/s 400 12 1114 3/8 8mm or 10mm 33/4 2/s 400 13 11/2 3/8 8mm or 10mm 37/s 2T/s 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/8 4½ 600 27 3 3/8 10mm 57/s 4 600 29 31/2 3/8 10mm 7% 51/4 600 34 4 3/8 10mm 7% 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Size Range - Secures 3/8 thru 7/8" rod in 1" increments Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Dimensions Rod Max. Rec. Load Lbs. Size For Service Temp 650°F 3/8 730 1/2 1350 5/8 2160 3/4 3230 7/8 4480 Component of State of California OSHPD Approved Seismic Restraints System -- / \ I FIG. 98 Fig. 98 - Rod Stiffener Fig. 98B - Rod Stiffener w/Break-off Bolt Head Size Range - Secures 3/8" thru 7/8' hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. Approvals - Included in our Seismic Restraints Catalog aooroved by the State of California Office of Statewide Health Plannina and Development (OSHPD). For additional load, spacing and placement information relatina to OSHPD oroiects. olease refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized NOW - Available in 1-11JU lirilsrl or Stainiubb owei rtLrisis. Order By - Figure number Qj FIG. 98B Fig. 99 - All Thread Rod Cut to Length Fig. 100 - All Thread Rod Full Length Size Range - Secures 3/8" thru 11/2" rod in 10' lengths Material - Carbon Steel Maximum Temperature 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F WtJ100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 11/4 9500 360 11/2 13800 510 D OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92679 • PH: 9517375599 • FAX: 951 337.033D CUSTOMER SERVICE • 800.786.5266 wwwtolco.com Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 1,Y1 F, 3/4 1 7/16 1 610 28 1/2 1½ 3/4 1 9/16 11/4 1130 55 5/8 11/2 3/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt.I100 3/8 Wis 11/4 1 7/16 1 610 28 1/2 11/2 11/4 1 9/16 11/4 1130 55 5/8 1112 11/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 65 and Fig. 66 Reversible CType Beam Clamps 3/4" and 11/4" Throat Openings Component of State of California OSHPD Approved c US USTEO Seismic Restraints System Size Range - (Fig. 65 and Fig. 66) 3/8, 1/2 and 5/8 rod Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4' (Fig. 65) or 11/4 (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with the set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8 rod will support 1/2 thru 4 pipe, 1/2 rod will support 1/2 thru 8' pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD oroiects. please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By Figure number, rod size and finish Fig. 65 Patent #4,570,885 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879-PH: 951.737.5,999-FAX: 951.737.0330 I CUSTOMER SERVICE • 800.786.5266 www.folco.com Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8 thru 7/8' rod by 4" thru 16' length.* Material - Pre-Galvanized Steel Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (2010) 9.3.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mech- anism of some kind such as a hex nut or the beveled locking slot on the TOLCO® Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog aooroved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relat- ing to OSHPD orojects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note - Minimum return on Strap: 1". Dimensions Type Rod Size A Hole Size B 1 3/8 7/16 1/2 9/16 Specify Specify 2 5/8 11/16 3/4 13/16 Specify Specify 3 3/8 -7/8 Specify Specify Longer lengths are available, consult factory. Component of State of California OSHPD Approved C US LISTED Seismic Restraints System OFFICE/MANUFACTURING FACILITY. 1375 SAMPSON AVE. • CORONA, CA 92079 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 000.788.5256 a www.tolco.com tO. I Made with Teks® self-drilling fasteners no pre-drilling required. H Installs into steel range from H 20 gauge - 1/2' thicknesses. Saves time from traditional methods. Reduces installation costs. Quick to install using the Sammys Nut Driver with an 1 8 cordless drill/driver. A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. Manufactured in the U.S.A. 4 ivan a vao aamoast ion at —1 www.itwbuikIex.com #14 Black Nut Driver Part # 8113910 a. #14 SW Red Nut Driver Part 8 8114910 L ... 1 .1 /957 DSTR 100 1!4-20 x 1 TEKS 3 1510 (20 gal .036.20 ga 3/16' 25 125 21.25957 DST 100 1/4-14 x 1 TEKS 3 446 (20 ga( ,036-20 ga 3/16° 25 125 8026957 DST 150 1/4-14 x 1-12' TEKS 3 970 (16 ga.1 036-20 Pa 3115" 25 125 14 8027957 DST200 1/414 x 2 TEKS 3 446 (20 ga 935 20 o 316 25 iSi 1/4 8030957 TEK 500 12-24 x 1-112 TEKS 5 3125 (3116') 188'-3I16 112" 25 125 38 6038957 DSTR 1 1/420 x TEKS 3 1510 (20 ga 100 1475 036%20 ga 31,1611 25 125 18 8037957 DSTR 1-1/2' 12-24 x 1-t2' TEKS S 1510 (316') 1500 1475 .060-l6ga. 1/2 25 125 218 8039957 DSTR 516 5/16-18 a 11 4 TEKS 3 200 (20 ga/ 1500 1475 036"-20 ga 3/16 25 25 3/8' 8040957 DST 10 1/4-14 x 1' TEKS 3 446 9 .036-20 ga 3/16" 25 125 970 (16 aa1 3/8 8077925 DST10SS 114-14 x 1 TE 3 446 (20 036"-20 ga 3/16 25 125 970 (16 ga.1 3/8" 8041957 DST 15 1/4-14 x 1-1/2" TEKS 446 (20 .036-20 pa 3/16" 25 125 3/8 8078925 DST 15 SS 114-14 xl 1i2 TEKS 3970 446 (20 036 20 pa 3/16 25 125 (16 9a,1 3/8' 8042957 DST 20 1/4-14 x 2" TEKS 3 446 (20 .036-20 pa 3/16" 25 125 3/8' 8644957 DST30 1/4-14 a 3' TEES 3 446 f20 036-23 ga 3116' 25 125 18 8,145957 DST 516 5/16-18 xl 1/4 TEKS 3 1500 (116") 1500 1475 125 18 3/16 1 38 8046957 TEK 50 1224x112 TEKSS 3125 (3/16( 1500 1475 250'-1 14 1/2 25 123 1/2' 8031925 DST2.0 1/4-14 x 2' TEKS 3 446 (20 .188-3/16' 114" 25 125 112 8033925 DSTR 1.0 1/420 x TEES 3 1510 (20 ga 036".20 ga 3/15 25 125 fl1/925 DSTR 516 5/16-18 x 1-1/4 TEES 3 2220 (20 pa.) 136"-20 pa 3/16" 25 125 925 D31 516 516-18 xli 4 TEKS 3 1500 (3 10i 125 18 3/16 25 125 1i" 8u:j6925 TEK 6.0 12-24 x 1-1/2" TEKS 5 3125 (3/16') .188-3/16' 1/2" 25 125 includes retaining nut . SPECIAL NUT DRIVER SYSTEM The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation / R.,oHS each time When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins Ø°'° free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. Made with Teks® self-drilling fasteners - no pre-drilling required. Installs into steel range from 20 gauge— 1/2 thicknesses. A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. Saves time from traditional methods. Reduces installation costs. Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. vvrcx a vva Se 1 ttSebi a)" Manufactured in the U.S.A. _) WWVi.jtWbWkiX.COfl1J Sf1 MYS R STEEL - Horizontal Application 1 1/4 L/7:, - - ....J"-iqa 3/1625 .5 14 8049957 SiDR 100 1420x1 TEKS3 1900 (20ga 0A'-20 ga 3)16 25 125 3/8° 8050957 SWD 10 1/4-14 x TEKS 3 1477 (16 go .060-16 go 3/16 25 125 38 8080925 SWD1OSS 14-14x1 TEKS3 1477 (lxxv) .0601-16 ga 3116 Ox 125 — 38' 8052957 SWD 20 04-14 x 2" TEKS 3 1477 (16 go,) .004-16 go 316' 25 125 38 8055857 SO/DR 1 1/420x1 TEKS 3 1900 (0 xv) 1500 1475 .036"-20 ga 3116 25 125 414 SW Red 38" 8054957 SWDR 1-1/2' 12-24 x 1-1/2' TEKS 5 2375 (3116") - 1500 1475 188"-316 1/2" 25 125 Nut Drive 38 01DR516 516 18x1114 TEKSS 2480 lxOO 1475 036"-20 ca IiT, 25 Part #8114910 3/8" 80s(u57 SWT 15 12-24 x 1-1/2' TEKS 5 2315 (3/lb) .188'-3/15" 1/2' 25 125 includes retaining nut Eliminates distortion of threaded rod in sloped roof applications. Accommodates 3-1/2 x 12 pitch. Installs into angled z-purlin: allows threaded rod to hang plumb. Allows 170 deflection from vertical. Manufactured in the U.S.A. ®51c/a vSeeo demonstratior. et www.itwbuildex.com Rod Approvals Size Part Number Model Screw Descriptions Ultimate UL Test Pullout (lbs) Load i. #14 Black Nut Driver f 3i8 8 7957 OH DSTR 1 1 3220 (316') 1500 Part #8113910L 1 TEKS 3 r 2368(1/2' steel Vertical) 3/8' 8268957 SH-TEK 50 12-24 x 1-3/4° 1306 (450 off Vertical) 1500 (Vertical) TEKS 5 2281 (3/16 HSS) 850(45° off Vertical) 1585(3/16' HSS 45° off Vertical) 2368 (12 steel Velical) 112" 8270957 S'- mo 50 12-24x1-314° 1306 145° off Vertical) TEKS 5 228 (316 HSS / i 9e 1585 (3116' HSS 45r oft Vert[ --al) NutOrixer '"'T"' ....... Part 46273910 woes not comply with RO/lS requirements/ Includes retaining nut 1475 .535 3/16' 25 125 2-1/2' 3/16° 1/2' 25 125 12" 25 125 Sarny XPress 3/8' 8150922 XP 20 Sammy I X-Press 20 ULTIMATE PULLOUT TEST LOAD TEST MIN MAX BOX CASE APPLICATION THICK THICK QTY y (LBS) LISTED (LBS) 1146 185 (Luminaire) 27' 25 125 Metal Deck (22 gal 250 (Luminaire).056'125 850 (21A' Pipe) 940 (2' Pipe) 027' . 1146 185 (Luminaire) 1475 (4"Pipe) .027" .125" 25 125 Metal Deck )22ga) 250 (Luminaire) .056" 283 (Conduit& Cable) 1250 (31h" Pipe) .060" 1783 85 (Luminaire) 940 (2' Pipe) .105" 25 125 Purlin (16 ga) 250 (Luminaire) 1475 (4"Pipe) 027,125 416 (Conduit & Cable) .056" Metal Deck 1146 (22 gal 850 (21/z Pipe) Pre-Pour Structural Concrete@ 3000 psi 25 125 (Poe-Pour) Post-Pour Range)) LWC~ 35 PCF (lbs/fl3) Metal Deck ROD I PART SIZE NUMBER I MODEL I DESCRIPTION 1/4 8181922 XP 200 X-Press 200 U fl _ Patent No. 3/8' 8150922 XP 20 X-Press 20 3/8" 1 8153922 I XP 35 X-Press 35 Prs-pourSnucturalconcrete @3000 psi Post- Pour Range II 1WCo 30 PU (lbs/ft.') Jr\ ROD PART MODEL DESCRIPTION ULTIMATE PULLOUT TEST TEST LOAD - MIN - MAX - BOX - CASE APPLICATION SIZE NUMBER THICK THICK QTY QTY (LBS) LISTED (LBS) 750(2" Pipe) 170 vertical (Luminaire) Swivel 1061 (22 ga Vertical) 80 @45° (Luminaire) 3/8" 8294922 SXP 20 X-Press 20 829 (45' Off Vertical) 283 vertical 635 )2"Pipe) .027" .125" 25 125 Metal Deck (Conduit & Cable) 233 @ 45° (Conduit & Cable) 1500(4' Pipe) 250 vertical )Luminaire) Swivel 1675 (16 ga Vertical) 80 @90° (Luminaire) 3/8" 8295922 SXP3S X-Press 35 1558 (89° Off Vertical) 500vert1ca1 635 (2" Pipe) .060" .125" 25 125 Purlin (Conduit & Cable) 333@89° (Conduit &Cable) 1/2" 8272957 SXP 2.0 Swivel 1061 (22 ga Vertical) .027" .125" 25 125 Metal Deck X-Press 2.0 829(45° 0ff Vertical) 1/2" 8271957 SXP3.5 Swivel 1675 (16 ga Vertical) .060" .125" 25 125 Purlin X-Press 3.5 1558 (89° Off Vertical) PROD I PART MODEL I ULTIMATE DESCRIPTION I PULLOUT LOAD TEST' TEST I <j>II1 MIN MAX BOX CASE APPLICATION SIZE NUMBER s THICK THICK QTY QTY (LBS) LISTED (LBS) (LBS) - - - I Sidewinder 1250 (31/z" Pipe) 8293957 SWXP35 1798 (16 ga) 80 (Luminaire) .060" .125" 25 125 Purlin X- Press 35 416 (Conduit& Cable) I IT . Corisnucilon Product Call our toll free number 800-387-9692 or visit www.itwcanstruction.ca for general information. S 14 Visit ITW Builder's SAMMYS web site www.sammysuperspew.com for the most current product and technical information. is 'I nnuf SAMMYS X-Press Horizontal Mount IL. ?owers GENERAL INFORMATION I i FASTENING INNOVATIONS GENERAL INFORMATION SECTION CONTENTS General Information ...................... 1 VERTIGOTM+ Material Specifications ...... ............. 2 Rod Hanger Anchor Installation Specifications............2 Installation Instructions ............... .3 Ut•] '1IL' IDESCRIPTION Performance Data (ASD)...............4 Vertigo+ is a one piece, all steel threaded fastening system for suspending threaded ro7—in Performance Data (SD) .................5 applications such as pipe hanging, fire protection, electrical conduit and cable-trays. They can Ordering Information .................... 8 be installed in base materials including normal-weight concrete and sand-lightweight concrete over steel deck. Vertigo+ accepts threaded rods and bolts in 1/4", 3/8", and 1/2" diameters. Vertigo+ anchors are designed for simple fast installations and reliable performance in cracked and uncracked concrete. - '1EI Hanging Pipe and Sprinkler Systems • HVAC Ductwork and Strut Channels Suspending Conduit and Cable Trays • Suspended Ceilings CONCRETVERTIGO+" Lighting Systems and Overhead Utilities 41 CL M FEATURES-AND BENEFITS THREAD VERSION rb + Simple system for all rod hanging + Lower in-place cost, when compared Unified course thread (UNC) applications in concrete to traditional anchors ANCHOR MATERIALS 0 -i- Internally threaded coupler for easy + Can be installed with an adjustable Zinc Plated Carbon Steel removability of service items torque impact driver • (Yellow Dichromate Finish) + + Ease and speed of installation + Consistent performance in high ANCHOR SIZE RANGE (TYP.) and attachment and low strength concrete 1/4,3/8" and 1/2 diameters !-APPROVALS AND LISTING SUITABLE BASE MATERIALS International Code Concil, Evaluation Service (ICC-ES). ESR-2989 code compliant • Normal-weight concrete with the 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC, and 2006 IRC • Sand-lightweight concrete Tested in accordance with ACI 355,2 / ASTM E 488 and ICC-ES AC 193 for use in structural • Normal-weight concrete concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) over steel deck Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncrackeo concrete including seismic and wind loading (Category 1 anchors) Evaluated and qualified by an accredited independent testing laboratory 09 for reliability against brittle failure, e.g. hydrogen embrittlement ICC GUIDE SPECIFICATIONS (Xg~ CSI Divisions: 03151-Concrete Anchoring, 05090-Metal Fastenings. Anchors shall be Vertigo+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instruction and the Authority Having Jurisdiction. This Product Available In Powers Design Assist Real Time Anchor Design Software www.powersdesignassist.com 1 www.power5.cOm lowers FASTENING INNOVATIONS MATERIAL SPECIFICATIONS For installations through she soffit of steel deck into concrete, see the installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have as axial spacing along the flute equal to the greater of 3hv or 1.5 times the flute width. For use with the desiux provisions of ACI 318 Appendix D. Vertigo+ Anchor Detail in Concrete bit 'A '2- - h '_' 42 II _J LL! Hex Coupler Heads 1/4" 3/8" 1/2" Matched Tolerance System BLUE liP 11,ijt BLUE WEDGE BIT Designed and tested as a system for consistency and reliability ww.powers.coni 2 ?owers INSTALLATION INSTRUCTIONS FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS Step 1 Step 2 Step 3 . .; ii? , Step 4 • 14ciij' trio pi por :b. S. ': Remove dust Select a powered b '. Drive the anchor and debrit impact wrench i into the hole until drill a hole into from the hole. that does not . the head of the the base material . ' " . , exceed the anchor comes into .. . to the repuired . . maximum torque, .. 1 , contact with the depth. The for the '''• member surface. tolerances of the . selected anchor The anchor Wedge-bit used V diameter Attach should be snug H most meet the an appropriate after installation requirements of sized hex socked Do not spin the the published . . . driver to the hex socket oil Wedqe-bb range . - impact wrench, the anchor to Mount the,screw disengage,Insert anchor head threaded rod or . into the socket bolt into Vertigo-i- UE'I1f_1 1111 [I]'I P]* f1I ups] II iii : lt,1pIc1:I's] ifs] ii i u sisa ii (sX(sJ 1 4d SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE S OVER STEEL DECK (MINIMUM 3,000 PSI) . Mm 3-1/4 3/4 Clearance S r Mm. 1 r- Upper Flute (Valley) . S.. , 4,., .- ./.. ...' 4 . 17 V 17 1 i '7 17r C .efJ 4 C C 4/ 4 4 , • " ' . - ' °' °. ' + Max. / Mm/2 '.;' Verti " Anchor (Typ) Mifl4l/2 5 (Typ) Mmn. 1-1/4"Lower Flute (Ridge) No. 20 Gage Steel Deck Mm. Flute Edge SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) Min. 2-1/2' Max. 3-1/2 (Typ) M in Max. 7 2 L Min. Upper Flute (Valley) 1-3/4" Vertigo+ (TYP) Anchor (Typ) Min. Lower Flute (Ridge) No. 20 Gage Steel Deck Min. 3 wwet.powers.com ?owers FASTENING INNOVATIONS PERFORMANCE DATA (ASD) PERFORMANCE DATA (ASD) Ultimate Load Capacities for Vertigo+ in Normal-Weight Concrete',' Nominal Nominal Minimum Minimum Concrete Compressive Strength f'c Anchor Size / Threaded Coupler Anchor Shank Diameter Embedment Depth 2500 psi (172 MPa) 3000 p51(207 MPa) 4,000 psi (276 MPa) 6000 psi (41.4 MPa) Diameter in d Iii h.. Tension Shear Tension Shear Tension Shear Tension Shear mm, mm, (mm) lbs lbs lbs lbs lbs lbs lbs lbs (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 1/4 3/8 2-1/8 3,260 2,850 3.570 2,850 4,205 2,850 5,150 2,850 (6.3) (9.5) (54.0) (14.5) (12.7) (15.9) (12.7) (18.8) (12.7) (23.0) (12.7) 3/8 3/8 2-1/8 3,260 4,235 3,570 4,235 4,205 4,235 5,150 4,235 (95) (95) (540) (145) (189) (159) (189) (188) (189) (230) (189) 1/2 3/8 2-1/8 3,260 4,235 3,570 4,235 4,205 4,235 5,150 4,235 (12.7) (9.5) (54.0) (14.5) (18.9) (15.9) (18.9) (18.8) (18.9) (23.0) (18.9) 1. Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of instillation. 2 Ultimate toad capacities must be reduced by a mielesuen safety factor 014 0 or oreates to determine allowable working load Allowable Load Capacities for Vertigo+ in Normal Weight Concrete Nominal Nominal Minimum Minimum Concrete Compressive Strength f c Anchor Size I Threaded Anchor Shank Embedment Coupler Diameter Depth 2,500 psi (17.2 MPa) 3,000 psi (20.7 MPa) 4,000 psi(276 MPa) 6,000 psi (41.4 MPa) Diameter, d Tension Shear Tension Shear Tension Shear in. mm, (mm) lbs lbs lbs lbs lbs lbs lbs (kN) (kN) (kN) (kN) (kN) (kN) (kN) 1/4 3/8 2-1/8 815 485 890 485 1,050 485 1,290 Tension F(485 (63) (95) (540) (36) (22) (40) (22) (47) (22) (57) 3/8 3/8 2-1/8 815 1,060 890 1,060 1,050 1,060 1,290 1,060 (9.3) (9.5) (54.0) (3.6) (4.7) (4.0) (4.7) (4.7) (4.7) (5.7) (4.7) 1/2 3/8 2-1/8 815 1,060 890 1,060 1,050 1,060 1,290 1,060 (127) (95) (540) (36) (47) (40) (47) (47) (47) (57) (47) 1 Allowable load capacities are calculated csleo an applied safely factor of 40 0. o 15 uw.powers,com 4 PERFORMANCE DATA (SD) ?owers. FASTENING INNOVATIONS PERFORMANCE DATA (SD) Tension Design Information For Vertigo+ Anchors in Concrete (For use with load combinations taken from ACI 318 Section 9.2)15 Design Characteristic Notation Units Nominal Anchor Size / Threaded Coupler Diameter (in) 114 3/8 1/2 Anchor category 1 2 or 3 1 1 1 Nominal embedment depth hwn in. 2-1/8 2-1/8 2-1/8 STEEL STRENGTH IN TENSION2 Minimum specified yield strength of steel ksi 36.0 36.0 36.0 insert element (threaded rod or bolt) fy (N/mm) (248) (248) (248) Minimum specified ultimate strenoth of steel ksi 58.0 58.0 58.0 insert element (threaded rod or bolt) (N/mm) (400) (400) (400) Effective tensile stress area of steel insert A A t in5 00318 00775 01419 element (threaded rod or bolt) (mm') (20.5) (50) (91.6) Steel strength in tension lb 1,845 4,495 8,230 () (36.6) Reduction factor for steel strength' - 065 0,65 0.65 CONCRETE BREAKOUT IN TENSION' in; 1.425 , 1.425 1.425 Effective embedment_- 6 (mm) (36) (36) (36) - Effectiveness factor for unuceo concrete k 24 24 24 Effectiveness factor for cracked concrete ha - 17 17 17 Modification factor for cracked and a 1 1 1 untracked concrete, I/2'2,N - See note 5 See note 5 Sue note 5 Cri rcal edge distance °' in. (mm) 2-3/4 (70) 2-3/4 (70) 2-3/4 (70) Reduction factor for concrete breakout strength' - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS) Characteristic pullout strength, uncracked concrete (2,500 psi), lb 0) See note 7 See 'tote 7 See note 7 Characteristic pullout strength, concrete (2,500 psi)'p.a Ncracked lb See note 7 Sea note 7 See note 7 Reduction factor for pullout strength' - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout Strength, seismic (2500 psi) Nqll lb I I Reduction factor for pullout strength' 0 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, untracked concrete over deck2"° steel N P.11 lb 1905 1,990 1,990 (kN) (8.5) (8.9) (8.9) Characteristic pullout strength, cracked concrete over steel deck6 ° N lb (kN) 1,350 (6.0) 1,410 (6.3) 1,410 (6.3) Characteristic pullout strength, cracked concrete over steel deck seismic63 N lb (kN) 1015 (45) 1,060 (4.7) 1,060 (47) Reduction factor for pullout strength' 0 - 1, The data in this table is intended to be used with the design provisions of AC! 318 Appendix 0; for anchors resisting seismic load combinations the additional requirements of AC! 318 0.3.3 erust apply. Installation must comply with printed instructions. All values of 0 were determined front the load combinations of UBC Section 1605.2.1, UBC Section 1612.2.1, or AC! 318 Section 9.2. If the load combinations UBC Section 1902.2 of or AC! 3 1 Appendix Care used the appropriate value of 0 must be determined in accordance With ACi 318 045 For reinforcement that meets AC! 318 Appendix 0 roquitomenz.5 for Condition A see AC! 318 D' 4.4 foi the appropriate 0 factor. it is assumed that the threaded rod or boil used with the Vertigo+ anchor will ben ductile treel element as defined by ACi 018 0.!. For all design cases use l//i.2 = U. The appropriate effectiveness factor for cracked concrete (ka) and untracked concrete (k.=,) must be selected. For all design cases use qfp = 1.0. For concrete compressive strength greater than 2,500 psi, Nrn=(Pullout strength value from table) *(specified concrete compsessivestrenoth/l'i.,,,,,,)' where the value of f',,u, in 2500 except in concrete over steel dock where the value of fo,oao is 3000. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in structural sand-liqhtweighr concrete provided that N0, N and vm ate multiplied by a toast of 0.60 (not required for steel deck). 9, lahulated values for characteristic pullout strength in tension are for seismic applications and based on test results in accordance With AC! 355.2, Section 9.5. 10.Valuvv tot Np,sleck are for structural sued-lightweight concrete (f'n,a =3,000 psi) and additional lightweight concrete reduction factors need not he applied, is addition, evaluation for the concrete breakout capacity in accordance with ACI 318 0.5.2 is not required for anchors installed in the flute (soffit). 11, For 2003 IBC, L replaces Ia; N. replaces N2; I//i.e replaces f/A; and ceq replaces Nrwv. 12,Tlre notation in brackets is for the 2006 IBC. 5 www.powers.com ?owers, FASTENING INNOVATIONS PERFORMANCE DATA (SD) 0.3.3 shah apply. Installation shunt comply with published instructions and details. All values of Øwese determined from the load combinations of IJ8C Section 1605.2.1, UBC Section 1612.2.1, mACI 318 Section 9.2, If the load combinations of 118C Section 1932.2 or ACI 318 Appendix C are used, she appropriate value of 0 must be determined in accordance with ACI 318 0.4.5. For reinforcement that meets ACI 318 Appendix I) requirements for Condition A, see ACI 318 D.4.4 for the appropriate çb factor. 4 I is assumed that the threaded rod or bolt used with the Vertigo+ anchor will be a ductile steel element as defined by ACI 318 D.I. 5, Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation 0-20 in ACI 318-05 0.6.1.2 and 0-18 in lid 318-02, 0.6.1.2. Anchors are permitted to be used in structural sand-liqhtweighr concrete provided that Vs and V, are multiplied by a factor of 0.60 loot required for 5t491 deck). Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2 Section 9.6. S. Values for V deck are for structural sand lightweight concrete If = 3,000 psi) and additional lightweight concrete reduction factors need not be applied In adorsion evaluation for the concrete breakout capacity in accordance with ACI 318 0.6.2 and the prysur capacity in accordance with ACI 318 0,6.3 are not required for anchors installed in the flute (soffit). Shear fortes for anchors installed through steel deck into concrete may be applied in any direction. For 2003 IBC, L, replaces f; V, replaces 1, ; 0 replaces C; and V replaces V,,e. The notation in brackets is for the 2006 IBC. See installation details on page 3. vw#w.pownrs.crrm 6 t - I 2owers ORDERING INFORMATION FASTENING INNOVATIONS Factored Resistance Strength (ON And OV) Calculated In Accordance With ACI 318 Appendix D: Tabular values are. provided for illustration and are applicable for single anchors installed in normal- weight concrete with minimum slab thickness, h = hmn, and with the following conditions: - Cu is greater than or equal to the critical edge distance, c,, (table values based on c, c,.). - ca is greater than or equal to 1.5 times cm. Calculations were performed according to ACI 318-11 Appendix D. The load level corresponding to the controlling failure mode is listed. (e.g. For tension: steel, concrete breakout and pullout: For shear: steel, - •-,. ;.- -. •'... - concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension Ca I and prvout 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, ha - 3 Strength reduction factors (o) were based on ACI 318 Section 9.2 for load combinations Condition B is Caz assumed. 4 Tabular values are permitted for sta it loads only, seismic loading is not considered with these tables 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. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For ocher design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strength Cracked Concrete. 6) Nominal Size (in.) Nonunal Anchor Embed. h.. (in.) Minimum Concrete Compressive Strength, f'c (psi) . 21500 3,0001.1 . . 4,000 1 6,000 1 8,000 eNn Tension (lbs.) aVn Shear (lb.) oNe Tension (lbs.) eVe Shear (lbs) aNn Tension (lbs.) eVe . Shear (lbs.) aNn Tension (lbs.). oVn Shear (lbs.) øNn Tension . (lbs.) aVn Shear . (lbs.) 1/4 1-3/7 940 720 1,030 720 1,190 720 1,385 720 1,385 720 3/8 1-3/7 940 101O 1,030 1,110 . 1,190 1280 . 1,455 11570 1,680 1,750 1/2 1-3/7 940 1,010 1,030 1,110 1,190 .1,280 1,455 1,570 1,680 1,810 D - Anchor PulloutlPryoxt Strength Controls 0- Concrete Breakout Strength Controls • - Steel Strength Controls I Tension and Shear Design Strength Uncracked Concrete 6) Minimum Concrete Compressive Strength, f'c.psi) Nominal Anchor Size (iii.) Nominal . .111w, (in.) 2,500 3,000 4,000 6,000 8,000 aNn Tension (lbs.) 0Vn Shear .(lbs.) ePIc Tension (lbs.) oVn Shear (lbs.) sin Tension (lbs.) OVA Shear (lbs.). aNn Tension (lbs.) Shear (lbs.) evilaNn Tension (lbs.) oVn Shear (lbs.) 1/4 -3/7 1,325 720 1,385 720 1,385 720 1,385 720 1,385 720 3/8 1-3/7 1,325 1,230 1,455 1,350 1.680 1,560 2,055 1,750 2,375 1,750 1/2 1-3/7 1,325 1,345 1,455 1,470 1,680 1,700 2,055 2,000 2,375 2,000 D Anchor Puhow/Pryxut Strength Controls 0- Concrete trtakout Strength Controls U - Steel Strength Controls ORDERING INFORMATION Vertioo-i. Pod Hanar (Carhnn cteI wlRkie Tin) Cat. No. Rod Dia. Screw Shank Size and Length . I Thread Style I I Pre-Drill Diameter I Std. I Box I std. Ctn. 718050 1/4" I 3/8" x 2-1/8' I Wedge-Bolr+ I 3/8" ( I SO I I I 250 I 7181S0 3/8" 7182S0 1/2' An SOS 3/8" x6" Wedge-Bit is included in each boo of Vertigo+ Wedge-Bit p 7 www.powers.com Cat. No. Wedge-Bit Description ' I Usable Length I Std. I Box I I Std. I On. 01316 SDS3/8" x6" 4" 1 I 1 I 01380 HO Straight Shank 3/8" x 6" 4" 5 25 No Loose parts No assembly required Snap-off bolt head helps enable easy installation and inspection of seismic sway braces Meets NFPA®-13 requirements for seismic sway bracing Material: Steel c®us OSHPD APPROVED Part Number =Flangeness Rod Size RS A Height H Length L Width W CSBIB075085EG 1/4 - 3/4" 1/2' 4" -8 1/2 2 1/2' 12" 2 3/4" CSBIB075145EG 1/4" -3/4' 1/2" 8 1/2" -14 1/2' 2 1/2" 17" 23/4" CSBIB12518DEG 3/4' - 1 1/4" 1/2" 4"- 18' 3 1/2" 21 1/2" 31/8" CSBIB075085HD 1/4" - 3/4" 1/2" 4' -8 1/2" 2 1/2" 12' 2 3/4" 05B10075145HD 1/4-3/4' 1/2" 81/2-141/2" 21/2" 17" 23/4" CSBIB12518OHD 3/4" - 1 1/4 1/2" 4"- 18" 3 1/2" 21 1/2" 3 1/8" UL Loads Brace Direction to Structure Service Pipe Size Rating Parallel 1"- 12" 3,740 lb Perpendicular 1 12 3,740 lb FM Loads Brace Direction to Structure Service Pipe Size Horizontal capacity per Installation Angle from Vertical 30° - 44° 45° - 59 60° -74o 750 930 Parallel N/A 1,620 lb 1.710 lb 1,010 lb 1.110 lb Perpendicular N/A 1,620 Lb 2,303 lb , 2,820 lb 3,140 lb +PENTAIR Use for both lateral and Longitudinal sway brace applications Snap-off bolt head helps enable easy installation and inspection of seismic sway braces Works with 1" through 2 brace pipes and 1/4 angle iron braces to reduce inventory Slotted design grabs service pipe for added gripping strength Meets NFPA®-13 requirements for seismic sway bracing Material: Steel 0 APPROVED Part Number Pine Si e 4. B CSBSTU0100EG 1 67/8 1• CSBSTUC]25EG 1 / 73 IT 1 CSBSTUO150EG 1 1/2" 7 3/4 1'• CSBSTU0200EG 2 8 1/8 1 3/16 CSBSTU0250EG 2 1/2 87/8" 1 3/16" CSBSTUO300EG 3" 9 3/8" 1 3/16 CSBSTU0400EG 4" 10 5/8 1 1/2' cS6sru0500EG 5 121 8 11/c CSBSTU0600EG 6" 13 5/8" 2" CSBSTUO800EG 8 153/4" 2" CSBSTU1000EG 10' 18" 2" 010 1 3' 5HD 1 CSBSTUO15OHD 1 1/2" 7 3/4' 1' CSBSTUO200HD 2 81/8 1 5/i6 CSBSTL)0250HD 2 1/2" 87/8" 1 3/16" CSRSTIIDSQDHB 3 9 In 1 3/16 CSBSTU0400HD 4" 105/8" 11/2" CSSSTUO500HD 5", 121/8 11/2 al +PENTAIR Part Number Pipe Size A B CSBSTU0600HD 6' 13 5/8" 2' CSBSTUOSOBHD 8" 15 3/4' 2" CSBSTU1000HD 10" 18" 2" JL Load, Ibsted for Rectrarrilcl ParI, Nurrihe 3/F a-F cwNF Service Pe Fc8 13 Se-vice Pipe Fcb '.3 Service Pipe ElSTU0100xx N/A 655 lb 655 lb OvBSTU0125ox 655 lb 655 lb 655 lb CSBSTU0150xx 655 lb 655 lb 655 lb FL Loads IL sled for A,say Braceal Part Number Lateral Lan lud'naL Dyna FIewiA Service Pipe FZ FLOWtm Service Pipe Feb 10 Fern cc Pipe Seb 40 Sen cc Pipe Dya-Flow® Serv'ce Pipe EZ F OWT° Service Pie Feb 3 Service Pipe Fob 40 Service Pipe CSBSTU0202xx .i,c U Ib N/A 3.000 lb 3,000 to N/A N/A N/A N/A CSBSTU0250xx 3,200 lb N/A ,000 lb 3,004 b 2,015 lb N/A 2,015 lb 2.015 lb CSBSTU0300xx 3,DOO lb N/A 3,000 lb 3,000 lb 2,015 lb N/A 2,015 lb 2,015 lb L°5BST00400x 3,000 8 3,000 tb 3000 lb 3,000 lb " 2,015 lb N/A 3,01 P to 2,015 b CSBSTU0500xx N/A 3,000 8 2,,OCO lb 3,000 lb N/A N/A 2.015 IL 1,11 15 lb 0S85TU00Dcn N/A 3,000 ILI -1 030 lb 3300 lb N/A 2,015II 2.01 lb 2,015 CSBSTU08O xx N A N/A 3 000 lb 3.0 lb N/A N/A 2.015 Ib 2,015 CbBSTU1000xx II A N/A 3,000 It 3 300 lb N/A N/A 330015 3,000 lb F Loads (Ligbtwall, Feb 12 and Feb 40 be-vice Pipes) Part Number Hcrizortal 3paci:y pw Instai,ation A 'g v Ire n Vert °a Lateral Longitudinal 30 45 - 5)0 40 - 74 75° 91° 300 440 450 590 610 - 740 50 - 930 CSBSTU0100xx 460 lb 1,220 lb 1,500 lb 1,670 lb 970 lb 720 lb 860 lb 960 lb CSBSTU0125ex 060 lb 1,220 lb 1,500 lb 1,670 lb 970 lb 720 lb 860 lb 960 lb CSBSTUU1 °0x 850 lb 1,220 lb 1.500 lb 1,670 lb 970 lb 720 lb 860 lb 960 lb OSBSTU0200ee '.530 Lb . 2,140 Ile - , 2,o53 lb 2,960 8 870 lb l 690 Ia 830 IL 930 lb CSBSTU025ILx 1,530 lb 2,160 lb 2,650 lb 2960 lb 870 lb 690 lb 830 lb 930 lb CFBSTUO300vx '.330 lb 2360 lb 2,350 lb 2,960 Ile 80 lb 4x3 lb 830 1b 9130 lb CSBSTU0400xx 1,570 Ib 2,220 lb 2,720 lb 3,030 lb 1,550 lb 1,390 lb 1,680 lb 1,870 lb CFBSTUOPO'lxe 1,570 Ib 2,220 lb 2,720 lb 3,030 lb 1,550 1,390 lb 1,680 lb '070 lb CSBSTU0600xx 1,980 lb 2,810 lb 3,440 lb 3,840 lb 1,470 lb 1,170 lb 1,410 lb 1,570 lb FM Load, [OAR" wall and Feb 40 Fern cc P pad Pail Number Her zor,tai Ospaccy per lns1a.,e ion Angle from Vertical Laterat Lnrl3 ted nu 901 - 441 450 - 990 800 - 740 750 - 20° 33' - 44' 450 - 090 600 - 740 79' 93 CSBFTLl0800vx 2,040 lb 2,890 b 3,340 Ib 3.950 lb 1,200 lb 1,700 Ib 2,090 lb 2,330 lb FFBFIU'uOexx 2,040 lb 2,590 Ib 3,440 W 3,950 ib , 1,20c b 1,730 Ib 7090 it 2330 lb M.- M= Can be installed on bar joists or 1-beams Thumb spring retainer allows for ease of positioning Snap-off bolt head helps enable easy installation and inspection of seismic sway braces No assembly required No loose parts Meets NFPA®-13 requirements for seismic sway bracing Material: Steel C®US <E> OSH PD APPROVED Part Number Finish Flange Thickness FT A B I c CSBBARJEG Electrogalvanized 1/4 - 1/2 2 3 I 2 1/2 CSBBARJHD Hot-Dip Galvanized 1/4'— 1/2' 2" 3" 2 1/2" UL Loads Brace Direction to Structure Service Pipe Size Rating Parallel 1"- 10' 3,000 lb Perpendicular 1'- 12' 3,740 lb FM Loads Brace Direction to Structure Service Pipe Size Horizontal capacity per Installation Angle from Vertical 30 -440 45° - 59 60° - 740 750 - 900 Parallel N/A 1,410 lb 2,110 lb 2,540 lb 2,830 lb Perpendicular N/A 1,740 lb 1,710 lb 2060 lb 2.300 lb PENTAIR L !!1I J L11 Universal design allows one product to attach directly to concrete, wood, barjoist or I-beam adapters Snap-off bolt head helps enable easy installation and inspection of seismic sway braces Use for both lateral and Longitudinal sway brace applications Works with 1" through 2 brace pipes and 1/4" angle iron braces to reduce inventory Center bolt does not require tightening Meets NFPA®-13 requirements for seismic sway bracing Material: Steel c®us <$> OSHPD APPROVED Hole Size HE A 0SBUNIV4 LL Electrogaivanized 9/16 5 1/4" 4 1 old' 0S8UN1V475EG Electrogalvantzed 13/16 5 1/6" 4 1 5/8 CSBUNIV05OHD Hot-Dip Galvanized 9/16" 5 1/4" 4" 1 5/8" UL Loads Brace Type Lvi', cc Pipe Size Rating Pipe 1 - r 3,000 lb 1/ Thick Angle 1 8 2,O 15 to AM Leeds Brace Type I Service Pipe Size Horizontal Capacity per Installation Angle from Vprf :al 30° _44V 450 - 59V 600_ 740 750 9j' Pipe N/A 1,620 lb 2,300 Lb 2,820 lb 3,140 lb I +PENTMR FireLock® V27, K5.6 Models V2703, V2707, V2704, V2708 Standard Spray Technical Specifications: Upright, Pendent and Recessed Pendent Standard and Quick Response Models: V2703, V2704, V2707, V2708 A tauIicr 40.10 ( [7 V2703/V2704 V2707/V2708 V2707/V2708 Upright Pendent Recessed Pendent Approvals/Listings: CE 0786 See Victaulic Publication 10.01 for more details. Product Description: These Model V27 standard spray sprinklers are designed to produce a hemispherical spray pattern for standard commercial applications. They are available with either standard or quick response bulbs. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 3) and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides Up to /41/19 mm of adjustments. Coverage For coverage area and sprinkler placement, refer to NFPA 13 or applicable standard. Style: Pendent, Upright or Recessed Pendent Nominal Orifice Size: ½/13 mm K Factor: 5.6 Imp./8.1 S.1.1 Nominal Thread Size: ½ NPT/15 mm Max. Working Pressure: 175 psi/1200 kPa (FM) 250 psi/1725 kPa (UL) Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa Mm. Operating Pressure: 7 psi/48 kPa 0.35 bar/5 psi (VdS for upright only) Temperature Rating: See chart 1 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. Exaggerated for clarity Job/Owner Engineer System No Spec Section Location Paragraph Contractor Approved tauhccomI Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. 1 ictaul victaulic,comI Sprinkler I FireLbck K5.6, V27 I Publication 40.10 Material Specifications: Accessories Upright Deflector: Bronze per UNS 011000 Pendent Deflector: Bronze per UNS 051000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: Standard: 5.0 mm El Quick Response: 3.0 mm Load Screw: Bronze per UNS 065100 Pip Cap: Bronze per UNS 065100 Spring: Beryllium nickel Seal: Teflon2 tape Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS S30200 Installation Wrench: Open End: V27 Recessed: V27-2 Sprinkler Finishes: El Plain Brass El Chrome plated El White painted3 Black painted3 El Custom painted3 El Proprietary Nickel Teflon2 coating3 El VC-25O 155, 200, 286 SR Only: El Wax3 For cabinets and other accessories refer to separate sheet. 2 Teflon is registered trademark of Dupont Co. UL Listed for corrosion resistance. UL Listed and FM Approved for corrosion resistance. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2 XA_C_t8U_1iCr victauIiccom I Sprinkler I FireLbck® I K5.6, V27 I Publication 40.10 Approvals/Listings: Model APPROVALS/LISTINGS V2703 V2707 V2707 V2704 V2708 V2708 Orifice Size (inches) 1/2" 1/2" 1/5" 1/2' 1/2" Orifice Size (mm) 13 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 5.6 Nominal K Factor S.I. 8.1 8.1 8.1 8.1 8.1 8.1 Resppnse Standard Standard Standard Quick Quick Deflector Type Upright Pendent Recessed .Quick Upright Pendent Recessed Pendent Pendent Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F/57°C 135°Ff57°C 135°F/57°C 155 F/68-C 155oF/68GC 155°F/68°C 155°F/68°C 155:F/68:C 135'F/57'C cULus 175 Ff79 C 175 F/79 C 175 F/79 C 200°F 93°C 200°F/93°C 175°F 79°C 286°F/141°C 286°F1141°C F/1 41 200°F193°C 360°F/182°C 360°F/182°C 135°F/57°C 135°F/57 °C 135°F 57° / 135 Ff57 C 155°F/68°C 155°Ff68°C 135°F/57°C , , 155F/68C 155'F/68oC 135°F/57°C FM 175°F/79°C 175°F179°C 155°F/68°C . 155°Ff68'C 200°F/93°C 200°F/93°C ). 175°F/79°C 200°F 93°C 2 00°F 93°C 175°F/79°C 286°Ff141°C 286°F/141°C 200°F/93°C 286°F /141°C 286°F/141 °c 200°F/93°C 360°F/182°C 360°F/182°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57"C 135°F 57°C 155°F/68°C 155°F/68°C 155°F/68°C 62-99-E 175'NYC/MEA / • / 175°F/79°C 17°F/79°C 175°F/79°C 155 F/68C 200 Ff93 C 200'F/93'C 200°F/93°C 200°F/93°C 200°F/93°C 175 Ff79 C 286°F/141°C 286°F/141°C 286°F/141°C 286°F/141°C 286°F/141°C 200°F/93°C 360°F/182°C 360°F/1820C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155'F/68°C . 155°F/68°C 7690-0531:112 175*F/79'CCSFM 175'F/79'C 175°F/79°C 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 1 °F °C 286°F/141°C 286°F/141°C 1286oF/141*C 286'F/1 286 /141 360°F/182°C 360°F/182°C 135°F/57°C 155°F/68°C 135°F/57°C 1 -PCB 175°F/79°C None None 155'F/68°C None None 200°F/93°C 175°F/79°C 286°F/141°C 200°F/93°C 360°F/182°C 135°F/57°C 135°F/57°C . 135 F/57C 135 Ff57 C 155°F/68°C 155°F/68°C 135°F/57°C 135°F/57°C VNIIPO 175°F/79°C 175°F/79°C 155°F/68°C °F 155 F/68C 155°F/68°C 200°F/93°C 1 200°F/93°C 175°F/79°C 200°F 93°C 200°F 175°F/79°C if 286°F/141°C 286°F/141°C 200°F/93°C 286 /141 °F °C °F 286 /141 200°F/93°C 360°F/182"C 360°F/182°C ZSTZ ZSTX K-ZSTZ K-ZSTZ CCC 155°F/68°C 1 155°F/68°C None 155°F/68°C 155°F/68°C None 200°F/93°C 200°F/93"C 20b°F/93°C 200°F/93°C 135°F/57°C 135 F/57C 155°F/68°C 155 F/68C VdS 175°F/79°C • None None 175 F/79 C None None 200°F/93°C 286 F/141 C 360°F/182°C 135°F/57°C 155°F/68°C 135'F/57'C 175°F/79°C 155 68C CE • 200 ,93 None None 175 Ff79 C None None , I 200°F/93°C 360°F/182°C 286F/141C 286'F/I 41'C For K Factor wher pressure is measured in Bar, multiply S.I. units by 10.0 FM Approved with /2" adjustment escutcheon only - quick response Note: Listings and Approvals as of printing. All are approved open. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. vctauIic,com 3 X/C—t9m —1i cr victaulic.com I Sprinkler I FireLock® I K5.6, V27 I Publication 40.10 Dimensions: 2W/ r 60 mm 1 /8/ I 41mm Standard Pendent— V2707. V2708 I 15U/ f37 mm I 2W/ 41 mm 60 mm Standard Upright - V2703, V2704 P 2W/EQ mm Max. Hole 2"/5lmm in. Hole Lit Typical Ceiling Tile 30 mm I \—Finished Isurface Y 37M 4 Emmz MA<IMUM RECESS 2Rt"/ 75 mm MAXIMUM EXTENSION ½' Adjustment Recessed - V2707, V2708 (drawing not to scale) P 2W/bC Minn Max. Hole 2/51 mm Mm. Hole 1^1 37 mm 242m 8mm TypicalCeilingTile a \—FinishedSurface' 24mm MAXIMUM RECESS 75 mm MAXIMUM EXTENSION %i' Adjustment Recessed - V2707, V2708 (drawing not to scale) 40.10 2544 Rev. J Updated 07/2014 0 2014 Victaulic Company. All rights reserved. ctaulic.com 4 iCtaul.c victaulic,com I Sprinkler I FireLock® I K5.6, V27 I Publication 40.10 Distribution Patterns: Models V2707, V2708 K5.6 Standard Pendent and Recessed Pendent 1.11 3.Om 8 2.455 1.255 0.8r5 S 7ps1 48 kPa 15 psi 103 kPa 30 psi 207 kPa 2 4 6 11 10' 12 14 5655 lAss 1.855 2.455 3.055 3.7m 4,3111 Models V2703, V2704 K5.6 Standard upright Distribution Patterns - Trajectory Ift 21, B. 0655 1 lOss 2.455 3055 3755 4355 4355 NOTES: Data shown is appoximate and can vary due to differences in installation. These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. All patterns are symmetrical to the centerline of the waterway. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 5 'JtauIic 7psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa victaulic.com I Sprinkler I FireLock I K5.6, V27 I Publication 40.10 Ratings: All glass bulbs are rated for temperatures from -67°F (-55°C) to those shown in the table below. Temperature—°F/°C Maximum Sprinkler Victaulic Nominal Ambient Glass Temperature Part Temperature Temperature Bulb Classification Identification Rating Allowed Color Ordinary A 135°F/57°C 100°F/38°C Orange Ordinary C 155°F/68°C 100°F/38°C Red Intermediate E 175°F/790C 1500F/651C Yellow Intermediate F 200°F193°C 151 Green High J 2861F/1411C 2251F 81107°C Blue Extra High 7 K 360°F/182°C 300°1 Purple - M Open - No Bulb Standard response only 150/65 if wax coatec. Available Wrenches: V27-2 V27 Recessed Open End V2707,V2708Pendent V2707, V2708 Recessed Pendent V2703, V2704 Upright àWARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprin- klers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed. O Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pam- phlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. Installation Note Reference should always be made to the 1-40 Victaulic FireLock Automatic Sprinklers This product shall be manufactured by Victaulic or to Victaulic specifications. All products Installation and Maintenance Sheet for the product you are installing. This installation sheet to be installed in accordance with current Victaulic installation/assembly instructions. is included with each shipment of Victaulic products for complete installation and assembly Victaulic reserves the right to change product specifications, designs and standard data, and is available in POF format on our website at victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic is a registered trademark of Victaulic Company. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 6 \J'CtauIic V3801 and V3802 FireLock® V38, K5.6 Models V3801, V3802 Adjustable Concealed Standard Spray Standard and Quick Response Approvals/Listings: r US LPCB LSM 0832 104-la/02 See Victaulic Publication 10.01 for more details. Product Description: This concealed, designer style sprinkler allows up to 1/2 /13 mm adjustment to accommodate concealment needs. The "standard" design provides a consistent hemispherical spray pattern. The separate two-piece mounting cup/cover plate allows easy installation and testing prior to ceiling installation. It also permits removal of suspended ceiling panels without system shutdown. This sprinkler is available in various temperature ratings (see chart on page 3) and finishes to meet many design requirements. Coverage: For coverage area and sprinkler placement, refer to N FPA 13 or applicable standards. 4tauiic 40.50 Technical Specifications: Models: V3801, V3802 Style: Adjustable concealed, ordinary hazard, light hazard Nominal Orifice Size: /2"/13 mm K-Factor: 5.6 Imp./8.1 S.l.' Nominal Thread Size: 1/2 /15 mm Max. Working Pressure: 175 psi/1200 kPa Factory Hydrostatic Test: 100% © 500 psi/3450 kPa Mm. Operating Pressure: 7 psi/48 kPa Temperature Rating: See chart on page 3. For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. Engineer Spec Section Paragraph Approved v.ctauhccom I Sprinkler I FireLock® I K5.6, V38 I Publication 40.50 40.50 2558 Rev. 0 Updated 07/2014 © 2014 Victaulic company. All rights reserved. 1 \ 4taulicr victauliccom I Sprinkler'l FireL5ck® I K5.6, V38 I Publication 40.50 Material Specifications: Accessories: Deflector: Bronze per UNS C22000 Installation Wrench: Cover Plate: Fusible solder El Concealed: V38-4 or V38-5 Bulb: Glass with glycerin solution. Sprinkler Finishes: El Plain Brass (only) Bulb Nominal Diameter: Standard: 5,0 mm 0 Chrome Cover Finishes: El Quick Response: 3,0 mm Plated El White Painted3 Load Screw: Bronze per UNS C65100 El Flat Black Painted3 Pip Cap: Bronze per UNS C65100 El Custom Painted3 Spring: Stainless steel per UNS S30100 2 Teflon is a registered trademark of Dupont co. UL Listed for corrosion resistance. Seal: Teflon2 tape Frame: Die cast brass 65-30 Pins: Stainless steel per UNS S30400 Cup: Cold rolled steel, zinc chrome plated Cover/Escutcheon: Brass per UNS C26000 Lodgement Spring: Stainless steel per UNS S30200 Protective Cap: Polyethylene 40.50 2558 Rev. 0 Updated 07/2014 © 2014 ViciauIic company. All rights reserved. victaulic.com 2 \4tauI,c I victauc.com I Sprinkle I FireLôck® I K5.6, V38 I Publication 40.50 Approval/Listings: Approvals/Listings Model V3801 V3802 Orifice Size (inches) 1/2" 1/2" Orifice Size (mm) 13 13 Nominal K Factor Imperial 5.6 5.6 Nominal K Factor S.l. 8.1 8.1 Response Standard 5mm bulb Quick 3mm bulb Deflector Type Concealed Pendent Concealed Pendent Adjustment Approved Temperature Ratings F°/C° __________ V3801 V3802 135°F/57°C 135°F/570C cULus 155°F/68°C 155°F/68°C 175°F/79°C 175°F/79°C 2000F/930C 2000F/930C 155°F/68°C4 FM5 NONE 175°F/79°C4 2000F/930C4 135°F/57°C 135°F/57°C NYC/MEA5 #62-99-E 155°F/68°C 1550F/680C 1 750F/790C 1 75°F/79°C 2000F/930C 2000F/930C 135°F/57°C 135°F/57°C CSFM5 #7690-0531112 155°F/68°C 155°F/680C 1 75°F/79°C 1 75°F/79°C 2000F/930C 2000F/930C 155°F/68°C Sprinkler/1 38°F/590C Cover 155°F/68°C Sprinkler/1 38F/59C Cover LPCB 175F/79C Sprinkler/1 65F/74°C Cover 175F/79'C Sprinkler/1 65°F/74C Cover 200°F/93°C Sprinkler/165°F/74'C Cover 200°F/93°C Sprinkler/165°F/740C Cover 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C VNIIPO 175°F/790C 175°F/790C 2000F/930C 2000F/930C 2860F/1410C 2860F/14ioC CCCI ZSTDY NONE 155°F/68°C For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. Recognized by FM as standard response only. Note: Listings and Approvals as of printing. All are approved open. 40.50 2558 Rev. 0 Updated 07/2014 © 2014 Victaulic Company. All rights reserved. v.ctau!ic4com 3 ctuI.c.' 2tf/59 mrs victaulic,com I Sprinkld I FireLbck® I K5.6, V38 I Publication 40.50 Dimensions: Models V3801, V3802 (drawings not to scale) 2'v/68 mm Max. Hole E:2%'/60 m 35/8O mm MM ½/13 rem Adjustment "— Finished Surface Minimum Extension 3¼I53 mm - Covet Plate Maximum Extension 2/5t mm -k Typical Ceiling Tile Finished Surface Distribution Patterns: Models V3801, V3802 K5.6 standard concealed pendent distribution patterns - trajectory 10 3.Om 8 2.4 m 6 1.8 m 4, 1.2 m 2 0.6 m 0 2 4' 8' 10' 12' 14 0.6m 1.2m 1.8m 2.4m 3.0m 3.7m 4.3m 7psi _._.. 15 psi 30 psi 48kPa 103kPa 207kPa NOTES 1 Data shown is approximate and can nary due to differences in installation. 2 These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific VictaLilic FireLock automatic sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. 40.50 2558 Rev. 0 Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic,com 4 \/tauIoc. victauliccom I Sorinkle I FireLbck® I K5.6, V38 I Publication 40.50 Ratings: All glass bulbs are rated for temperatures from -670 FI-550C to those shown in table below. Sprinkler Temperature Classification Victaulic Part Identification Sprinkler - V3801, V3802 Temperature - OF/OC Nominal Maximum Ambient Temperature Temperature Rating Allowed Glass Bulb Color Victaulic Part Identification Cover - V38 Temperature - OF/1C Nominal Maximum Ambient Temperature Temperature Rating -Allowed Ordinary A 135°F/570C 100°F1380C Orange A6 135 100 57 57 Ordinary C 155°F/68°C 100°F/38°C Red D7 17645 16550 Intermediate E 1750F/790C 150°F/650C Yellow Intermediate F 200°F/93°C 1500F/650C Green High J 2860F/1410C 2250F/1 070C Blue Extra High 8 K 360°FI182C 3000F/1 490C Purple - M Open - No Bulb 6A For use with Standard or Quick Response Concealed Sprinkler 135017/57C or 155°F/680C. D For use with Standard or Quick Response Concealed Sprinkler 175F/79C or 200FI93C. 138F/59C per LPCB Note: Custom Finish - Customer to provide paint specification, allow 4- 6 weeks for samples Available Wrenches: Sprinkler Type : Recessed Concealed Pendent —V3801,V3802 . V38-4 or V38-5 40.50 2558 Rev. 0 Updated 07/2014 © 2014 Victaulic Company. All rights reserved. v.c. C tt...Com 5 Ataul,c victauliccom I Sprinkler! I FireLocktm I K5.6, V38 I Publication 40.50 àWARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprin- klers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed. O Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pam- phlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. Installation Note Reference should always be made to the 1-100 Victaulic Field Installation Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications. All products the product you are installing. Handbooks are included with each shipment of Victaulic In be installed in accordance with current Victaulic installation/assembly instructions. products for complete installation and assembly data, and are available in POE format Victaulic reserves the right to change product specifications, designs and standard on our website at www.nictaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic and Zero-Flee are registered trademarks of Victaulic Company. 40.50 2558 Rev. C Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victau..c.com 6 XA ~_n_uhcr I Tw..' 6 -~'. W. I 1'eev' 2 616 ,5- --- Fire Protection by Computer Design PACIFIC FIRE SYSTEMS, INC. 12316 OAK KNOLL RD. SUITE B POWAY, CA 92064 858-883-2333 Job Name : St. Patrick - Upper School Building : Upper School Location : 2 Story Building System : I Contract Data File : RemoteAreaCalc_Rev2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PAC1F10 FIRE SYSTEMS, INC. Page St. Patrick - Upper School Date 02/22/2016 Hydraulic Desiqn Information Sheet Name - St. Patrick Parish School Date - 02/25/2016 Location - 2 Story Building Building - Upper School System No. - 1 Contractor - Pacific Fire Systems, Inc. Contract No. - Calculated By - Mark Kuz Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 30' Occupancy - Light Hazard w/ Storage Closets S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1598 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make Victaulic D Area Per Sprinkler - Varies ( ) Dry Model V3802 E Elevation at Highest Outlet - 29I611 ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 7.0 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 235.4 Press Required - 43.7 BOR Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 02/2016 Cap. - T Time of Test - Model Rated Cap.- Elev.- E Static Press - 79 ® Press - R Residual Press - 73 Elev. - Well Flow - 1500 Proof Flow S Elevation - 0 U P Location - Pio Pico Dr., Carlsbad, CA P L Source of Information - Mission Consulting - Jennifer Mael Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized 11 Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row C ) Slave Pallet ( ) Solid Shelf C ) Non T A C ) Mult. Row C ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C PACIFIC FIRE SYSTEMS, INC. Page 2 St. Patrick - Upper School Date 02/22/2016 City Water Supply: Demand: Cl - Static Pressure : 71.1 Dl - Elevation : 12.776 C2 - Residual Pressure: 51.1 D2 - System Flow : 235.409 C2 - Residual Flow : 1500 D2 - System Pressure : 46.235 Hose ( Demand) :100 D3 - System Demand : 335.409 Safety Margin : 23.613 150 140 130 p120 R 11 E10° S90 80 U 70 R 60 —i -----_ C2 50 - 40 - 30 20 10 --Dl— U 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary PACIFIC FIRE SYSTEMS, INC. Page 3 St. Patrick - Upper School Date 02/22/2016 Fitting Legend Abbrev. Name '/2 % 1 1% 1'/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zcd Colt C300 Horz Butt Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 PACIFIt FIRE SYSTEMS, INC. Page 4 St. Patrick - Upper School Date 02/22/2016 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 71.1 51.1 1500.0 69.848 335.41 46.235 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 30 29.5 5.6 7.0 14.82 29 21.5 5.6 10.16 17.85 28A 21.5 10.57 28 21.5 5.6 9.11 16.9 27 21.5 5.6 10.87 18.46 26 21.5 5.6 11.42 18.93 25 21.5 5.6 13.74 20.76 24 29.5 5.6 10.57 18.21 23 21.5 5.6 13.4 20.5 22 21.5 5.6 14.26 21.15 21 21.5 5.6 15.76 22.23 18 29.5 5.6 15.06 21.73 17 21.5 5.6 18.16 23.87 30A 21.5 11.21 29A 21.5 11.28 27A 21.5 12.54 26A 21.5 13.89 25A 21.5 15.67 24A 21.5 15.13 23A 21.5 15.24 22A 21.5 16.0 21A 21.5 17.95 18A 21.5 20.36 17A 21.5 20.66 10 21.5 21.18 9 21.5 21.28 8 21.5 21.78 TOR2 0.5 36.03 BOR -3.0 43.68 UGI -3.0 43.73 UG2 -3.0 44.11 UG3 -3.0 44.34 UG4 -3.0 44.48 100.0 TEST 0.0 46.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 'PACIFIC FIRE SYSTEMS, INC. Page 5 St. Patrick - Upper School , Date 02/22/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.G.or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 30 14.82 1.049 2E 4.0 6.000 7.000 K Factor = 5.60 to 120.0 0.0 4.000 3.465 30A 14.82 0.0747 0.0 10.000 0.747 Vel = 5.50 0.0 14.82 11.212 K Factor = 4.43 29 17.85 1.442 E 3.716 14.500 10.165 K Factor = 5.60 to 120.0 0.0 3.716 0.0 28A 17.85 0.0224 0.0 18.216 0.408 Vel = 3.51 28A 16.91 1.442 T 7.432 1.750 10.573 to 120.0 0.0 7.432 0.0 29A 34.76 0.0768 0.0 9.182 0.705 Vel = 6.83 0.0 34.76 11.278 KFactor= 10.35 28 16.90 1.049 2E 4.0 6.333 9.111 K Factor = 5.60 to 120.0 1 5.0 9.000 0.0 28A 16.9 0.0953 0.0 15.333 1.462 Vel = 6.27 0.0 16.90 10.573 K Factor = 5.20 27 18.46 1.049 2E 4.0 5.833 10.872 K Factor = 5.60 to 120.0 T 5.0 9.000 0.0 27A 18.46 0.1122 0.0 14.833 1.665 Vel = 6.85 0.0 18.46 12.537 K Factor = 5.21 26 18.93 1.049 E 2.0 14.000 11.422 K Factor = 5.60 to 120.0 T 5.0 7.000 0.0 26A 18.93 0.1175 0.0 21.000 2.468 Vel = 7.03 0.0 18.93 13.890 K Factor = 5.08 25 20.76 1.049 2E 4.0 4.833 13.742 K Factor = 5.60 to 120.0 T 5.0 9.000 0.0 25A 20.76 0.1394 0.0 13.833 1.929 Vel = 7.71 0.0 20.76 15.671 K Factor = 5.24 24 18.21 1.049 2E 4.0 6.000 10.573 K Factor = 5.60 to 120.0 0.0 4.000 3.465 24A 18.21 0.1094 0.0 10.000 1.094 Vel = 6.76 0.0 18.21 15.132 K Factor = 4.68 23 20.50 1.049 E 2.0 6.500 13.400 K Factor = 5.60 to 120.0 T 5.0 7.000 0.0 23A 20.5 0.1361 0.0 13.500 1.838 Vel = 7.61 0.0 20.50 15.238 K Factor = 5.25 22 21.15 1.049 E 2.0 5.083 14.261 K Factor = 5.60 to 120.0 T 5.0 7.000 0.0 22A 21.15 0.1443 0.0 12.083 1.743 Vel = 7.85 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 'PACIFI'C FIRE SYSTEMS, INC. Page 6 St. Patrick - Upper School Date 02/22/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 21.15 16.004 K Factor = 5.29 21 22.23 1.049 2E 4.0 4.833 15.757 K Factor = 5.60 to 120.0 T 5.0 9.000 0.0 21A 22.23 0.1582 0.0 13.833 2.189 Vel = 8.25 0.0 22.23 17.946 K Factor = 5.25 18 21.73 1.049 E 2.0 5.083 15.061 K Factor =5.60 to 120.0 T 5.0 7.000 3.465 18A 21.73 0.1517 0.0 12.083 1.833 Vel = 8.07 0.0 21.73 20.359 KFactor= 4.82 17 23.87 1.049 2E 4.0 4.833 18.164 K Factor = 5.60 to 120.0 T 5.0 9.000 0.0 17A 23.87 0.1804 0.0 13.833 2.496 Vel = 8.86 0.0 23.87 20.660 K Factor = 5.25 30A 14.82 1.442 0.0 4.167 11.212 to 120.0 0.0 0.0 0.0 29A 14.82 0.0158 0.0 4.167 0.066 Vel = 2.91 29A 34.75 1.442 0.0 8.500 11.278 to 120.0 0.0 0.0 0.0 27A 49.57 0.1481 0.0 8.500 1.259 Vel = 9.74 27A 18.47 1.442 0.0 5.083 12.537 to 120.0 0.0 0.0 0.0 26A 68.04 0.2662 0.0 5.083 1.353 Vel = 13.37 26A 18.92 1.442 0.0 4.250 13.890 to 120.0 0.0 0.0 0.0 25A 86.96 0.4191 0.0 4.250 1.781 Vel = 17.08 25A 20.76 1.442 T 7.432 1.417 15.671 to 120.0 0.0 7.432 0.0 10 107.72 0.6227 0.0 8.849 5.510 Vel = 21.16 0.0 107.72 21.181 KFactor= 23.41 24A 18.21 1.442 0.0 4.583 15.132 to 120.0 0.0 0.0 0.0 23A 18.21 0.0231 0.0 4.583 0.106 Vel = 3.58 23A 20.50 1.442 0.0 8.167 15.238 to 120.0 0.0 0.0 0.0 22A 38.71 0.0938 0.0 8.167 0.766 Vel = 7.60 22A 21.15 1.442 0.0 9.250 16.004 to 120.0 0.0 0.0 0.0 21A 59.86 0.2099 0.0 9.250 1.942 Vel = 11.76 21A 22.23 1.442 T 7.432 1.417 17.946 to 120.0 0.0 7.432 0.0 9 82.09 0.3767 0.0 8.849 3.333 Vel = 16.13 0.0 82.09 21.279 K Factor = 17.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PAC1FrC FIRE SYSTEMS, INC. Page 7 St. Patrick - Upper School Date 02/22/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 18A 21.73 1.442 0.0 9.333 20.359 to 120.0 0.0 0.0 0.0 17A 21.73 0.0323 0.0 9.333 0.301 Vel = 4.27 17A 23.87 1.442 T 7.432 1.417 20.660 to 120.0 0.0 7.432 0.0 8 45.6 0.1269 0.0 8.849 1.123 Vel = 8.96 0.0 45.60 21.783 K Factor = 9.77 10 107.72 3.26 0.0 8.333 21.181 to 120.0 0.0 0.0 0.0 9 107.72 0.0118 0.0 8.333 0.098 Vel = 4.14 9 82.09 3.26 0.0 15.083 21.279 to 120.0 0.0 0.0 0.0 8 189.81 0.0334 0.0 15.083 0.504 Vel = 7.30 8 45.60 3.26 2E 18.815 84.583 21.783 to 120.0 0.0 18.815 9.095 TOR2 235.41 0.0498 0.0 103.398 5.148 Vel = 9.05 TOR2 0.0 3.26 Fsp 0.0 24.000 36.026 to 120.0 1 20.159 38.974 4.516 * * Fixed Loss = 3 BOR 235.41 0.0498 2E 18.815 62.974 3.136 Vel = 9.05 0.0 235.41 43.678 K Factor= 35.62 BOR 235.41 6.16 E 20.084 10.000 43.678 to 140.0 0.0 20.084 0.0 UG1 235.41 0.0017 0.0 30.084 0.051 Vel = 2.53 UG1 0.0 5.914 2F 18.711 173.000 43.729 to 150.0 E 18.711 37.422 0.0 UG2 235.41 0.0018 0.0 210.422 0.381 Vel = 2.75 UG2 0.0 6.16 4E 91.273 10.000 44.110 to 150.0 S 52.156 143.430 0.0 UG3 235.41 0.0015 0.0 153.430 0.228 Vel = 2.53 UG3 0.0 5.914 E 18.711 19.000 44.338 to 150.0 T 40.094 58.805 0.0 UG4 235.41 0.0018 0.0 77.805 0.141 Vel = 2.75 UG4 100.00 5.914 4E 74.842 37.000 44.479 Qa = 100 to 150.0 Zcd 0.0 78.852 1.352 * * Fixed Loss = 2.651 TEST 335.41 0.0035 G 4.009 115.852 0.404 Vel = 3.92 0.0 335.41 46.235 K Factor = 49.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087