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HomeMy WebLinkAbout5592 EL CAMINO REAL; ; FPC2020-0004; Permit4bt y o f PERMIT REPORT Carlsbad Print Date: 01/25/2021 Job Address: 5592 EL CAMINO REAL, CARLSBAD, CA 92008-7120 Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2090605600 Track #: Valuation: $11,713,453.53 Lot #: Occupancy Group: Project# #of Dwelling Units: Plan #: Permit No: FPC2020-0004 Status: Closed - Finaled Fire Sprinklers Applied: 01/09/2020 Issued: 02/21/2020 DEV2016-0053 Finaled Close Out: 01/25/2021 Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: SUMMIT SENIOR CARLSBAD Description: CARLSBAD SENIOR HOUSING -NEW SPRINKLER SYSTEM (NEW CONSTRUCTION, 2-STORY W/ BASEMENTS, 1267 HEADS) FPContractor: INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVE, # STE 101 SANTEE, CA 92071-4457 (619) 593-8200 FEE AMOUNT FIRE Hourly Services First Hour $159.00 FIRE Hourly Services First Hour $159.00 FIRE Hourly Services First Hour $159.00 FIRE Hourly Services First Hour $159.00 FIRE Hourly Services First Hour $159.00 FIRE Hourly Services First Hour $159.00 FIRE Hourly Services First Hour $159.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $858.00 Total Fees: $1,971.00 Total Payments To Date: $1,971.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov LATERAL BRACE CALCULATION PROJECT' CARLSBAD SENIOR HOUSING CONTRACTOR; INNOVATIVE FIRE PROTECTION, INC ADDRESS. 8779 COTTONWOOD AVE ADDRESS; 5502 EL CAMINO REAL SANTEE, CA 92071 CARLSBAD. CA. 92056 TELEPHONE; (619) 593-6200 S7RUC1TJRAL ATTALIIMENT fl77J'jQ LA TERAL SEISMIC BRACE DETAIL for STEEL PIPE Make; 1'01.00 Mode); Figure 980 Listed load rating: 2015 lbs 'Adjusted load rating; 1744 lbs 'Reference; 2016 NFPA 13, 9.3.5.2.3 b well 0111011110 far PllA 15. IWO (5Mg ) .7w/C Mar /NrcsW4 lYON Length of brace; 1-0" MAX Diameter of brace; Type of brace; Sc e-4 pi trAwr Angle of brace; to go- IMMIX Least radius of gyration; 0.421 UR value: 200 .-- - ..-,- 'Max horizontal load; 1,604 lbs 1'2 IV SW 'Reference: 2016 NFPA 13, Table 9.3.5.11.8 (b) ..- .--- S1RUC1URAL ATTA()'IMDIT FAS1ENER 'Orientation "F" Fastener; THRU-BOLT Type; Threaded Rod, Nuts & Washers 5 1* Diameter; 5I Effective Length is Timer; 24" Maximum load. ...ii),; 'Reference 2016 NFPA 13, Fig. 9.3,5,12.1 xJ Lateral I I Longitudinal LA1ThAL 7,W/C bRACT PIPE FJT11NC Make & Model; TOLCO Fig. 1001 Listed load rating: 2015 lbs Adjasfed load rating: 1744 lbs 'Reference 2016 NFPA 13, Fig. 9.3.5.12.1 SPRINKLER SYSTEM LOAD CALCULATION: Fpw = Cp( .54 )x Wp Olanieter I Plpig :[—Ty" TotalWelght(Wp) 243?;z4 1b WeIght Wei iisonev'.iI_X'4 = ghl Vofwater-flled STRUCTURALDESWNERSREVEIV Total wei iled pipe (Wp) 243 364 lb NO EXCEPTIONS TAKEN D APPROVELiIff'1 e (15% of Wp) Total weight of water—file and hardware 230.44.35 lb L_J flCL)Ct./ CL) V) II fl t.,UIVIIVLCIM 0 cos'jrinlo MPJL) nopupivr, I The attached shop construction drawings or material specifications comply with - the contract documents for this project as prepared by Innovative Structural Engineering. Inc. (lSE. The check was performed for general conformance to the design concept of the project structural contract documents. The contractor is responsible for c056m4ng and correcting all quantities and dimensions, selecting fabricator. processes and techniques of construction, coordinating their work with all other trades, and cerforming their work in a safe and satisfactory manner. The structural integrity of items shown in these shop drawings are the sole responsibility of the contractor's engineer, not (SE, Inc. INNOVATIVE STRUCTURAL ENGINEERING, INC. ((SE) By; ERIC FERRER Date: 01/31/20 LONGITUDINAL BRACE CALCULATION PROJECT; CARLSBAD SENIOR HOUSING CONTRACTOR; INNOVATIVE FIRE PROTECTION, INC — ADDRESS: B779 COTTONWOOD AVE ADDRESS: 5592 EL CAMINO REAL SANTEE, CA 92071 CARLSBAD, CA. 02000 TELEPHONE; 16191 593-8200 51RUC171RAL ATTAIUENT fiTfiNC LONGITUDINAL SEISMIC BRACE DETAIL for STEEL PIPL Make; 1VLCO Model; Figure 980 Listed load rating; 2015 lbs 'Adjusted load rating: 1744 The Reference; 2016 NFPA 13,9.3.5.2.3 d W.Vt .L M 11110r, A 15. 7.WIC MCE INPORMAllON Length of brace; 1-0" MAX Diameter of brace; Type of brace; Schedule-40 pe Ir Am Angle of brace; 6Cr to 90 . Least radius of gyration; 0.421 UR value; 200 -' 52555. ATTelIT-. 'Mau. horizontal load; 1,604 lbs r el-40 may ._. Or Fee eli—..III ~WSARR 'Reference; 2016 NFPA 13, Table 9.3.5.11.6 IbI 51RUC1URAL ATTAEMENT MS1ENER 'Orieetatiorl; ' Fastener; THRU-BOLT Type; Threaded Rod, Nuts &Washers Diameter; .l" ...........h,""...................................................................... Effective Length in Timer' 72' 5• - Maximum load; 4ff7Js 'Reference; 2016 NFPA 13, Fig. 9.3.5.12.1 Lateral cxj Longitudinal LON77iDINAL SE/SW/C MACE PIPE F7771/IC Make & Model; ltLC0 Fig. 41. Listed lead rating. 2015 lbs 'Adjusted lead rating: 1744 be *Reference: 2516 NFPA 13, Fig. 9.3.5.2.3 SPRINKLER SYSTEM LOAD CALCULATION: Fpw = Cg .54 )x Wp Diannisterl PIPIng I TYPO otal (ft WeIght per ft - Total Weight I X [j 1 - Total Weight (Wp) 4" 110Y—FL0 l,Iaki i/F 1 X 111.290 lb/ft 733bi, lbs .5 193-2791b Total weight of water—filed pipe (Wp) 395 2/Fib Weight of fittings and hardware (15% of Wp) 5144185 I Total weight of water—fled p,e, fltthgo and hardware 455.72035 lb 4" PIPE HANGER I BRACE IN CORRIDOR 4" EDDY-FLOW PIPE (WATER FILLED): 11.290 lbs/ft. MAXIMUM HANGER SPACING: 10'-6" MAXIMUM HANGER POINT LOAD: 118.545 lbs. FLOOR J SAMMY SCREW 1-1/2" GST-30 FOR 4" PIPE MAX. STRUCTURAL DESIGNERS REVIEW NO EXCEPTIONS TAKEN APPROVED AS REDLINED LI REJECTED WITH COMMENTS CONFIRM AND RESUBMIT The attached shop construction drawings or material specifications comply with 4" MAIN the contract documents for this project as prepared by Innovative Structural HANGER Engineering, Inc. (ISE). The check was performed for general conformance to the design concept of the project structural contract documents. The contractor is responsible for confirming and correcting all quantities and dimensions, selecting DISTRIBUTION fabricator, processes and techniques of construction, coordinating their work with all other trades, and performing their work in a safe and satisfactory manner. The structural integrity of items shown in these shop drawings are the sole responsibility of the contractors engineer, not ISE, Inc. INNOVATIVE STRUCTURAL ENGINEERING, INC. (ISE) By: ERIC FERRER Date: 01/31/20 1' PC202o-00o4 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND 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. PROPERTY NAME Date Carlsbad Senior Housing 1 1/11/2021 PROPERTY ADDRESS 5592 El Camino Real ACCEPTED BY APPROVING AUTHORITY(S) NAMES City of Carlsbad PLANS ADDRESS 1632 Faraday Ave, Carlsbad, CA 92008 INSTALLATION CONFORMS TO ACCEPTED PLANS EYES EQUIPMENT USED IS APPROVED EYES IF NO, EXPLAIN DEVIATIONS 0 NO 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 YES 0 NO HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: SYSTEM COMPONENTS INSTRUCTIONS EYES CARE AND MAINTENANCE INSTRUCTIONS II YES NFPA 25 EYES 0 NO 0 NO 0 NO LOCATION SUPPLIES BUILDING: OF SYSTEM SPRINKLERS MAKE MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY TEMPERATURE RATING SENJU RC-QR 56 2020 112" 161 162 SENJU RC RES49 2020 112" 665 162 RELIABLE F1 FIR S6 2020 112" 131 200 GLOBE GL-SS/DS 2020 112" 122 200 GLOBE GL-IC 2020 112" 95 200 GLOBE GL-5S/RE 2020 1/2" 47 200 PIPE AND FITTINGS Type of Pipe: Steel & CPVC Type of Fittings: Steel & CPVC ALARM VALVE OR FLOW INDICATOR ALARM DEVICE MAXIMUM TIME TO OPERATE THRU TEST CONNECTION TYPE MAKE MODEL MIN. SEC. FLOW POTTER VSR 1 30 DRY PIPE OPERATING 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. SEC. PSI PSI PSI MIN. SEC. YES NO Without Q.O.D. 0 0 Q.O.D. With IF NO, EXPLAIN: MEASURED FROM TIME INSPECTOR'S TEST CONNECTION OPENED. (OVER) P 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 El 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. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess of 150 TEST psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be DESCRIPTION stopped. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR _2_ HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED 0 YES III NO No Dry Piping EQUIPMENT OPERATES PROPERLY FI YES 0 NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? TESTS III 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 II YES 0 NO FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING II YES 0 NO BLANK NUMBER USED LOCATIONS: NUMBER REMOVED TESTING GASKETS WELDED PIPING DYES El NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? 0 YES 0 NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS DI0.9, LEVEL AR-3? DYES 0 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? 0 YES 0 NO CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL (DISCS) CUTOUTS (DISCS) ARE RETRIEVED? 0 YES 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: Innovative Fire Protection, Inc. TESTS WITNESSED BY FOR PROPERTY OWNER (SIGNED) TITLE DATE SIGNATURES I I FOR SPRINKLER CONTRACTOR (SIGNED) TITLE DATE I Superintendent I ADDITIONAL EXPLANATION AND NOTES (BACK) I I I I I I Carisnad Senior Housin I I Carlsbad, Ca. 92008 I I I I r1i1 M w::jIj I I I I I I - I - INNOVATIVE FIRE PROTECTIONS INC. • I I I I I a r ii II'4SIi: I I I I I L~ ~ I I I I 8779 Cottonwood Ave., Ste. 101 - S;rirc., CA 92071 - 619.593.8200 - FAX: 619.593.9133 ifpinc.net CA License C.16.711148 C)POTTER BELLS The Symbol of Protection PB A-AC & MBA-DC I I I I I I I '1L UL, ULC, and FM Approved Sizes Available: 6' (150mm), 8° (200mm) and 10" (250mm) Voltages Available: 24VAC 120 VAC I2VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note I) -400 to 150°F (401 to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model RBK- 1 weatherproof backbox Model BBX- I deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 deep weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 660C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. ULC only applies to MBA DC bells. 17 I I Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (31n) (1) 6(150) 12VDC MBA-6-12 1750070 .12A 85 76 8(200) 12VDC MBA-8-12 1750080 .12A 90 77 10(250) 12VDC MBA-10-12 1750060 .12A 92 78 6(150) 24VDC MBA-6-24 1750100 .06A 87 77 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* .17A 94 77 10 (250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PRA 12O6 1806120* .05A 92 83 8(200) 120VAC PBA1208 1808120* .05A 99 84 10(250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. * Does not have ULC listing, AWARNING In outdoor or wet installations, hell must be mounted with weatherproof backbox, BBK-1 or BBX-1. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture. it may fiul or create an electrical hazard. Potter Electric Signal Company, LLC St. Louis, MO, Phone: 866-572-3005/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MEG, l5400776 - REV v-I PAGE I OF 2 I) t/ 13 I I I I I I [1 I A.C. BELLS WIIIPIQINI SVHPl ((UI, 0 PROM CONTROL PANEL OR PRPCEI)INij BELL SLACK (IN) CBLA111,11UIT), CSIIIIO'C WHEN ELECTRICAL SUPERVISION IS RVQIJISVI) USE 15.555) OUT LEADS AS SHOWN, 51111)6, I. WHEN USINUAC SELI.S.1'ERMINATP EACH EXTRA WIRE SEPARATELY APTER LAST BELL. 2. END-')F_LINE RESISTOR IS NOT REQUIRED ON AC BELLS. I110, I'll Box has one threaded 1/2" conduit entrance 5 3?4' - 1461 P-1 8- L 1411 I I I I I I I I I I I P Weatherproof Backhox Dimensions Inches (mm) Fig. 2 I I I I I I PRINTED IN USA I Installation I. The bell shall be installed in accordance with NFPA 13, 72, or local At-li. The top of the device shall he no less than 90" AFF and not less than 6" below the ceiling. Remove the gong. Connect wiring (see Fig. 3). Mount hell mechanism to hackbox (bell mechanism must he mounted with the striker pointing down). Reinstall the gong (he sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells tbr proper operation and observe that they can he heard where required (hells must be heard in all areas as designated by the authority having jurisdiction). A WARNING Failure to install striker down will prevent bell lioni operating. MFG. 95400776 . REV Y I PAGE 2 OF 2 01.113 I I WFD Series Waterfiow Detector The System Sensor WFD series is compatible with schedule 10 through 40 steel pipe, sizes 2 "through 8'; and can be mounted in a vertical or horizontal position. I I I I I Features Two-inch mounting hole provided in new WFD30-2 models UL-listed models are NEMA 4 rated Sealed retard mechanism immune to dust and other contaminants Visual switch activation Field-replaceable retard mechanism and SPDT switches Rugged, dual SPDT switches enclosed in a durable terminal block Accommodates up to 12 AWG wire Designed for both indoor and outdoor use 100 percent synchronization activates both alarm panel and local bell Tamper-resistant cover screws Robust Construction. The WFD series consists of a rugged, NEMA 4-rated enclosure. Designec for both indoor and outdoor use, the WFD series operates across a wide temperature range, from 32°F to 1 20°F. Reliable Performance. JLlisted models are equipped with tamper-resistant cover sc ews to prevent unauthorized entry. Inside, two sets of SPDT (Form C: synchronized switches are enclosed in a durable terminal block to assure reliable performance. False Alarm Immunity. The WED series incorporates a mechanical retard feature, which miriiizes the risk of false alarm due to pressure surges or air tra:oed in the sprinkler system. In addition, the mechanical retard's L -lique sealed design is immune to dust and other contaminants. Simplified Operation. The WFD series is designed to simplify installation. Two conduit Jpenings permit easy attachment to the local alarm system. The retard mechanism and dual SPDT switches are field-replaceable. I I I I I I I I Agency Listings & @ 0 MIA LISTED approved S739 CS169 7770-16S3.114 67-93-E 3OO,195 I H I I I I I I c POTTER OUTSI?S AND YOKE The Symbol of Protection VALVE SUPERVISORY SWITCH -- - UL, cUL and CSFM Listed, FM Approved, NYMEA Accepted, CE - Marked I Dimensions: 6.19"LX 2.25"WX 5.881-1 II 1 I I I I I I I 5,7cm LX 5,7cm W X 14,6cm H Weight: 2 lbs (0,9 kg) Enclosure: Cover - Die-Cast Finish - Red Spatter Enamel Base - Die Cast Zinc All parts have corrosion resistant finishes Cover Tamper: Tamper Resistant Screws Optional Cover Tamper Switch Available Contact Ratings: OSYSU-1: One set of SPDT (Form C) OSYSU-2: two sets oISPDT (Form C) 15 Amps at 125/250VAC 2.5 Amps at 30VDC resistive Environmental Limitations: -40°Fto 140°F (-40°C to 60°C) NEMA 4 and NEMA 6P Enclosure (11`67) Indoor or outdoor use (Not for use in hazardous locations. See Bulletin No. 5400705 OSYS-U-EX for hazardous locations). Conduit Entrances: 2 knockouts for 1/2' conduit provided Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-1 3R National Fire Alarm Code NFPA-72 I I General information NFPA codes and standards and/or the authority having The OSYSU is used to monitor the open position of an OS&Y jurisdiction (manufacturer recommends quarterly or more (outside screw and yoke) type gate valve. This device is frequently). available in two models; the OSYSU-1, containing one set of SPDT (Form C) contacts and the OSYSU-2, containing Ordering Information twl two sets of SPDT (Form C) contacts. These switches mount conveniently to most OS&Y valves ranging in size from 2" to 12" (50mm to 300mm). They will mount on some valves as small as '/2" (12,5mm). The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is furnished with each device and should be left with the building owner or responsible party. Replacement or additional cover screws and hex keys are available. See Ordering Information. Optional Cover Tamper Switch A field installable cover tamper switch is available as an option which may be used to indicate removal of the cover. See Ordering Information. Testing The OSYSU and its associated protective monitoring system should be inspected and tested in accordance with applicable Potter Electric Signal Company. LLC • St. Louis, MO Phone: 866-956-0988/Canada: 888-882-1833 www.pottersignal.com PRINTED IN USA MEG 05'100979 - REV S-I PAGE I OF 4 11/10 Model Description Stock No. OSYSU-1 Outside Screw & Yoke 1010106 Supervisory Switch (Single switch) OSYSU-2 Outside Screw & Yoke 1010206 Supervisory Switch (Double switch) Cover Screw 5490424 Flex Key for Cover Screws and 5250062 Installation Adjustments Optional Cover Tamper Switch Kit 10090131 I I H CLAMP BAR I CARE I I SLOTTED MOUNTING HULLS MAY BE USED FOR FINE ADJUSTMENT OF SWItCH ON BRACKET BRACKET ((DDY P OT T E R OUTSIDE SCREW AND YOKE The Symbol of Protection VALVE SUPERVISORY SWITCH FIG. .1 SMALL VALVE INSTALLATION - 1/2" THRU 2 1/2" SIZES These switches mount conveniently to most 2" to 12" OS& Y valves. They will mount on some valves as small as 1/2". J-hooks may be required On valves with limited clearance. I SMALL VALVE INSTALLATION Remove and discard "C' washer and roller from the trip rod 2. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as tar as possible from the valve gland, so that the trip rod lays against the non-threaded portion of the valve stem. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve scres but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one (1) inch long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. On valves with limited clearance use i-hooks supplied instead of the carriage bolts and clamp bar to mount the OSYSU. Mark the valve stem at the center of the trip rod. Remove the OSYSU. File a 1/8' deep groove centered on the mark on the valve stem utilizing a 3/16" diameter straight file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. Mount the OSYSU with the trip rod centered in groove. Final adjustment is made by loosening 2 screws (see Fig. I) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate when the trip rod moves out of the groove. Tighten the adjustment screws and all mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY ]C) DETERMINE THAT THE STEMTIIREADSDONOTACTTVATET1•IESWITCII. TIIESWITCI1 BEING ACVAIED BY THE STEM THREADS COULD RESULT IN A FA LSE VALVE OPEN INDICATION. I PRINTED IN USA MEG 55400979 - REV S-I PAGE 2 OF 4 11/10 H I I I I I I I I FIG. 2 LARGE VALVE INSTALLATION - 3" T1IRU 12" SIZES 3" THRIJ 12" (76mm THRU 300mm) VALVES USE CARRIAGE BOLTS. BOLTS MOUNT ON INSIDE OF YOKE, IF THERE IS SUFFICIENT CLEARANCE. i SLOTTED MOUNTING HOLES, MAY BE USI(i) FOR FINE ADJUSTMENT OF SWITCH ON BRACKET. D". POTTER The Symbol of Protection OSYSU-1 ,-2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH BRACKET —CLAMPBAR CARRIAGE BOLTS (2 REQUIRED) ROLLER GROOVE _- YOKE Li 1 Li I I I I I VALVE STEM LI TRIP ROD I GLAND I LARGE VALVE INSTALLATION I. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non-threaded portion of the valve stem. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove (lie trip rod from the trip lever. Using pliers, break oft the one (1) inch long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. Mark the valve stein at the center of the trip rod. Remove the OSYSU. File a 1/8" dccl) groove centered on the mark of the valve stem utilizing a 3/8" diameter straight tile. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. Mount the OSYSU loosely with the trip rod centered in groove Final adjustment is made by loosening 2 screws (see Fig. 2) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod sealed in the valve stem groove and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. Tighten the adjustment screws and mounting hardware. Check to insure that the rod moves outof the groove easily and that the switches activate within one turn when the valve is operated from (lie FUJI., OPEN towards the CLOSED position. NOTE: CLOSE TIlE VALVE FULLY TO DETERMINE THAT THE STEMTHREADSDONOTAC....[VATETHESWITCH. THESWH'CH BEING ACTIVATED BY THE STEM TI-TREADS COULD RESULT IN A FUSE V4LVE OPEN INDICATION. I I I I I I I - - - .--- , PRINrED IN USA MEG. ((5400979- REV S-I PAGE 3 OF 4 11/10 I FIG.4 PARTS COVER TAMPER WhITE) C( (RED)N (BLACK) N KNOCKOUTS FOR ELECTRICAL CONNECTIONS CREW SCREW 11979-6 HG. 3 DIMENSIONS LI ( POTTER D. The Symbol of Protection OSYSUi ,2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH BREAKING EXCESSIVE ROD LENGTH i5979.7 PRINTED IN USA SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL 0W61 023-3 0" 611 CAUTION: n A unInsulated sectIon ofa single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed. thereby providing supervision of the connection In the event that the Wire becomes dislodged from under the terminal. MPG. 45400979 - REV S-I lI/lO TYPICAL ELECTRICAL CONNECTIONS LOCAL CIRCUIT NO. 10 POWER FOR 10T1A N.C. L11\ INDICATING INDICATING DEVICE DEVICE TO SUPERVISORY CIRCUIT END OF OF CONTROL PANEL COM. N.C. LINE RESISTOR 09/G4 979-I Contacts shown in normal (valve open) condition. TYPICAL SWITCH ACTION OPEN VALVE CLOSED VALVE POSITION POSITION CONE COM. SWSl SW#I COM. COM. SW #2 S\V#2 OWEN 979-2 PAGE 4 OF 4 (bP POTTER CONTROL VALVE The Symbol of Protection SUPERVISORY SWITCH Conduit Entrances: Two knockouts for 1/2 conduit provided. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA- I 3D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 The Model PCVS is a weather proof and tamper resistant switch for monitoring the open position of fire sprinkler control valves of the post indicator, butterfly and oilier types. Depending on the model, one or two SPDT (Form C) contacts are provided which will operate when the valve position is altered from an open state. The unit mounts in a 1/2' NI' F tapped hole in the post indicator or butterfly valve housing. The device is engaged by the indicating assembly of the post indicator or the operating mechanism of the butterfly valve, actuating switch(es) when the valve is fully open. The unit should be installed where it is accessible for service. The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is furnished with each device and UI, cUL, and CSFM Listed, FM Approved, NYMEA Accepted, CE Marked Dimensions: 4.75'L x 2.25W x 8.21-i (stem extended) 2,1cm Lx 5.7cm W 1813cm H Weight: 1.35 lb. (0,61 kg.) Enclosure: Cover - Die-cast Finish - Red Spatter Enamel Base - Die Cast Zinc All parts have corrosion resistant finishes. Cover Tamper: Tamper Resistant Screws, Optional cover tamper switch kit available Mounting: 1/2' NPT Contact Rating: PCVS- I: One set of SPDT (Form C) PCVS-2: Two sets of SPDT (Form C) IS Amps at 125/250VAC 2.5 Amps at 30VDC resistive Environmental Limitations: -40°F to +140°F (-40°C to 60°C) NEMA 3 and NEMA 6P Enclosure (1P67) when used with appropriate watertight conduit fittings. Indoor or Outdoor Use (Not for use in hazardous locations. Sec bulletin no. 5400694 PlVS-U-EX for hazardous locations.) should be left with the building owner or responsible party. Replacement or additional cover screws and hex keys are available. Sec ordering information. Optional Cover Tamper Switch Afield installablecovertam per switch is available as an option which may be used to indicate removal of the cover. See ordering information. Testing The PCVS and its associated protective monitoring system should he tested in accordance with applicable NFPA codes and standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). I I I I I I I I I I I I I I I Ordering Information Model Description Stock No. PCVS-1 Potter Control Valve Switch (single switch) 1010107 PCVS-2 Potter Control Valve Switch (double switch) 1010207 -- Cover Screw 5490424 -- Ilex Key lOr Cover Screws and Installation Adjustments 5250062 PBK-S Pratt Butterfly Valve Kit - Up to 12" (300mm) 0090133 PBK-l.. Pratt Butterfly Valve Kit - 14" (355mm) and Lip 0090132 PVK Pratt Valve Kit 1000060 -- Optional Cover Tamper Switch Kit 0090131 KBK Kennedy Butterfly Valve Kit 0090143 For pressure reducer type valve installation kits (if required) contact valve nianulhcturer. I Potter Electric Signal Company St. Louis, MO • Phone: 866-956-0988/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. 05400980 - REV vi PAGE I OF 4 1/10 I 4.75 - (12.1 QM) (5,7cm) 300 (7,0cm) 5213 (33,2m) I 75 85 O(m oj 1 12 (120 (3.9cm) fc:n) 1 (20,8cm) cllLi HJ(2,285 cm) 1(00cm) RUMOVED 1.56 lI43( I 1 332 I (7,9cm) ROD EXTFNDFD LI I)WO!i 9111.1 Typical Installations On Post Indicator Valve Housings (See Figs. 3 Thru 6) I KR(ICKOItIS FOR RI RCTRII,II CONNFCI1cm.S GROIN-) SCREW I TRIP 019 LOCKING 91'RR\V I KEI IICAD LE RN) IT [1 3POTTER C? VS ONTROL LE The Symbol of Protection SUPERVISORY SWITCH Fig. I Dimensions Fig. 2 Parts I I I open end of the nipple to the target assembly. Subtract 1/2" (12,5nim) from this measurement. NOTE: In some cases, it may be necessary to attach an angle bracket to the target assembly to engage the PCVS trip rod. 10. Using the special tool provided, loosen (lie two cover screws and remove the cover from the PCVS. H. Loosen the locking screw that holds the trip rod in place and adjust the rod length, from the end of the collar to the end of the rod, using the dimension determined in Step 9. 'fighten the locking screw to hold the rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove tile trip rod from the trip lever. Using pliers, break off the one (1) inch long notched section (see Fig. 7). Reinstall trip rod and repeat Step 11 procedure. Partially close the valve 0 to 4 revolutions of the handle/hand wheel). Slide the PCVS unit as far as possible onto the nipple, observing which direction the rod will move when the valve is closed. Orient the device o actuate the switches when (lie valve is open. Tighten the socket head screw in the collar. Carefully open thevalve to the fully open position. As the target moves to the open position it should engage the trip rod and actuate the switch(es). There should he a minimum overtravel of 1/2 revolution of the handle! hand wheel after the switch(es) actuate (a continuity nieter connected to each set of contacts Is one method that could be used to determine this). IS. Slowly close the valve. The switch must operate during the first two revolutions ofthc handle/hand wheel or during 1/5 of the travel distance of the valve control apparatus from its normal condition. 4. Mark the housing at the proper location. Using a 23/32" (I 8,2mm) drill NOTE: Small adjustments of the target position may be necessary hit, drill and (lien tap a 1/2" NPT in the (iousing on the side that coincides (consultation with valve manufacturer is recommended) with the portion of the target assembly that will engage the trip rod of 16. Complete the required electrical wiring, connections and tests. The the PCVS. valve should be operated through the entire cycle of fully closed and 5. Replace the head and target assembly. filly open to determine the integrity of the PCVS installation and the 6. loosen the socket head screw that holds the nipple in the PCVS and signaling system. Check that all electrical and mechanical connections remove the nipple. are secure 7. Screw the locknut that is provided onto the nipple. 17. When the installation and testing are complete, return valve to its proper 8. Screw the nipple into the 1/2" NPT hole in the valve housing - hand position. tighten. 'l'ighten the Iocknut against the valve housingto secure the nipple P . . firmly in place 18. Alternative installation for other post indicator valve housing shown in 9. Insert a scale or probe thru the nipple to measure the distance from the Fig. 5 and 6. .-.---,-.-,-- PRINTED IN tjSA MEG. ft5400980 - REV V-I PAGE 2 01`4 11/10 Refer to Fig. 2 for the location of parts described in the following instructions. Note: lfthe sprinkler system is in service thcowncror authorized representative should be notified, before any work is done on the system, that the valve controlling the water supply to the system may be closed for periods of time during the installation and testing of this device, resulting in all or portions of the system being inoperative during these periods. If the system is not in service and valve is closed, he sure that opening the valve will not allow any unwanted water flow due to openings in the system, such as heads off, broken or incomplete piping, etc. I. Position the valve to fully open ("OPEN" should appear in the window of the housing). Partially close the valve while observing the direction that the target assembly moves. Reopen the valve. If the valve housing is predrilled with a 1/2' NPT for installation of a monitoring switch, remove the 112" plug and fully open the valve. Make sure that "OPEN" appears in the window of the housing. GO TO STEP NO. 6. Remove the head and target assembly (consultation with valve manufacturer is recommended). If the target assembly moved up as the valve was closed, measure the distance from the bottom of the head to the lower part of the target assembly that will contact the trip rod of the PCVS (see Fig. 3). This is usually a plate or bar on (lie target assembly, on a side adjacent to the "OPEN/SHUT" plates. Subtract 1/8" from (lie measurement. If the target moved down as the valve was closed, measure the distance from the bottom of the head to the upper portion of'the target assembly thatwill contact the trip rod of the PCVS (see Fig. 4). Add 1/8" (3,2mm) to this measurement. [ii I E I I I I I L F~ 11 G7,- P011 E R '91 The Symbol of Protection PCVS- I , -2 CONTROL VALVE SUPERVISORY SWITCH Fig. 3 Fig. 4 Fig. 5 Fig. 6 METAL ELSIE REPLACES GLASS STEEL IS Ii' El NE BLOCK - TAMPER REPLACES SWITCH OPEN MARK FR TARGET NIOVFS I:IowxAS MAINE 11 SHLT TARGET MARKER ASSEMBLY SlICE 1/,501ST M,IVIS LIP AS VALVE IS 51101 I CKNLIT TAMPER OPEN SWITCH FLEXIBLE II 351 CONSIST I28,9n,I :~001) MOVES LRSVOII 9511-30 I I I I 1 I I I I I I 1 I 1 Notes: I. Subject to the approval of the "authority having jurisdiction" the 2. If target is stationary and a hood arrangement is used, such as alternate method of installation shown in Fig. 5 may be used. In is shown in Fig. 6, the hood must he drilled with a 23/32" drill and this method. one of the glass windows of the housing is replaced tapped with a 1/2" NPT. The center line of this hole should be 1/8" with a 1/4" thick metal plate that is cut to fit in place of the glass below the portion of target assembly that strikes the PCVS trip and drilled and tapped to receive the 1/2" NPT pipe nipple. In rod. The 113/8" dimension shown is for a Clow Valve. Flexible some cases it may be necessary to attach an angle bracket to the conduit must be used for this type of installation. target assembly to engage the PCVS trip rod. Typical Installation On A Butterfly Valve (See Figs. 9 And 10) Refer to Fig. 2 far location of parts described in the following instructions: Remove the 1/2" NPT plug from the gear operator case. Loosen the set strew that holds the nipple in the PCVS and remove the nipple. Screw the locknut that is provided onto the nipple. Screw tile nipple into die 1/2"NPThole in the gear operator- hand tighten. Tighten the locknut against the case. to secure the nipple firmly in place. Partially close the valve (3 or 4 revolutions of the hand wheel or crank). Using the special tool provided, loosen the two cover screws and remove the cover from the PCVS. Loosen the locking screw that holds the trip rod in place. Estimate trip rod length required and extend slightly past that point. Slide the PCVS unit as far as possible onto the nipple, observing which direction the rod will move when the valve is closed. Orient the device to actuate switches when valve is open. Note: Iltrip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break oil' the one (1) inch long notched section (see Fig. 7). Reinstall trip rod and repeat Step 137 procedure. Remove device from nipple and withdraw trip rod 1/32" (0.80mm) (this dimension is important). Tighten the locking screw to hold the Fig. 8 Switch Terminal Connections Clamping Mate Terminal 0' a CAUTION An uninsulated section of a single conductor should not he looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire 0 0,6011 becomes dislodged from wider the lensitnal. MFt.i. #5400980- REV V-i PAGE 3 OF 4 ti/to rod in place. Re-install the device on the nipple. Tighten the screw in the collar against the nipple. Note: In some cases it may be necessary to remove the gear box cover to ensure correct operation (consultation with the valve manufacturer is recommended). 119. Carefully open the valve to its full open position, as the boss on the gear huh moves to the open position it must engage the PCVS trip rod and actuate the switch(es). There should be a minimum overtravel or revolution of the crank or hand wheel after the switch(es) actuate (a continuity meter connected to each set of contacts is one method that could be used to determine this). Note: Slightad justmentofgearstopsmay be necessary to prevent overtravel of the trip rod (consultation with valve manufacture is recommended). B 10. Carefully close the valve. The switch(es) mustoperate during theflrst two revolutions of the crank or hand wheel or during 1/5 of the travel distance of the valve control apparatus from its normal condition. 1111. Complete the required electrical wiring, connections and tests. The valve should he operated through the entire cycle of fully closed and fully open to determine the integrity of the PCVS installation and signaling system. Check that all electrical and mechanical connections are secure. 1312. When the installation and testing are complete, return valve to its proper position. Fig. 7 Breaking Excessive Rod Length IIWG!)S'l.I3 PRINTED iN USA D\V(',E 950-6 VALVE OPEN I3iiini) 05605 080.7 POTTER CONTROL VALVE The Symbol of Protection SUPERVISORY SWITCH ITT Grinnell/Kennedy Indicating Dresser Indicating Butterfly Valve Typical Pressure Reducer Type Valve Butterfly Valve Fig. 10 Installation Fig. 9 Fig. II COLLAR LOCKNUT NIPPLE I I I I I I I I PCVS 1116" 65115) MIN, GAP Inmjw,iti Thisfinure shows the Model PCVS mounted onthevalve yoke, with a bracket supplied by the Valve manufacturer, to supervise a pressure reducer type valve. Flute: This application is subject to the approval of [he authority having jurisdiction. P8K - Pratt lB' Butterfly Valve Kit Fig. 12 BR AC K E AND LOCHNL SUPPLIE WITH PE MOUNT) KIT Model PBK-L N ) Stock No. 0090132 (MDT-4S Actuator) Model PBK-M Stock No. 0090146 (MDT-3S Actuator) Model PBK-S Stock No. 0090133 (MDT-2S Actuator) Pratt Butterfly Valve Kit as used to mount a PCVS on a Pratt Model IBV Valve. Kits contain: Bracket, nuts and instructions Note: This application is subject to the approval ot'the authority having jurisdiction. PRIN'IED IN USA PV - Pratt PIVA Post Indicator Valve Kit (Stock No. 1000060) Fig. 13 MACHINE SCREW #8-32 Pratt Valve Kit as used to mount a PCVS on a Pratt Model PR'A Valve. Kit contains Instructions, template, screw and nut Note: This application is subject to the approval of the authority having jurisdiction. MEd. b5400980 - REV 11/10 Typical Electrical Connections Please Note: This device should he wired in accordance with the applicable parts of the National Electrical Code, all state and local codes, applicable NFPA Standards and the requirements of the authority having jurisdiction, Fig. 14 6LC5tCUiL p N.C. N INDICATING TO POWER FOR I DEVICE INOIL'AT)NG DEVIL)) 10 SUI'ERVI SORY CIRCLUTOF CONTROL ENDUE LINE PANEL Coy. I N.C. :, RESISTOR Contacts shown in normal (valve open) condition. Typical Switch Action OI'IiN \IAI.VE POSITION CLCISI,D VALVE )'OEI'I'iON CON. Coy. SE/RI SWOI ~j NC. I. II 5)) 05' 2f" .:-;-- 08001 950-I1 Switches Shown in Valve Open Position PAGE 4 0F4 I I I I I I I I I I L7 - INNOVATIVE I - FIRE PROTECTION, INC. I I I H I I I I I I I I I I I 8779 Cottonwood Ave., Ste 101 * Santee CA 92071 - T L 619 593 8200 • F 619 593 9133 I tfpnc net - CA License #C.16.711148 I H I I H SENJU SPRINKLER CO., LTD.I El , rtr Residential Lead Free Flat Concealed Sprinkler. - Pendent, 1 Model: RC-RES, K-Factor: 4.9, SIN: SS8464 I_.J GENERAL DESCRIPTION Page 1 of 8 The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar1°) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (5.3874) endorsed by AWWA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. I I 1 I Document No. U085166 Date . Jul/08/2019 Li I I I I I I I Page .2 of TECHNICAL DATA Approvals: cULua Listed, NSF-61 -G Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1bar) Discharge Coefficient (Nominal K-Factor): K4.9 GPM/psi1'2 (70.6 LPM/bar11) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 162°F (72°C) Cover Plate 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 175°F (79°C): White 205°F (96°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): White-Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figures 1 and 1-1 OPERATION -Lot Year 01 Mro'ufo.t ro -SIN S58664 -- J'K-ooc'r K49 - 'To:nr,toro Rating 162 F 72 C '_ EM)'' - or fl.F 79C 'r LII Mark or 205 F!6 C '2 'Control No. 6P37 - - '- - - - ts s'cr - -- a Bodo ,Copter A0op - Deflector (Phc,cpbon Itron, o) G',siret P11-1-) 2- 56t0'0}j . on Metal old"rJ or 3-1/4' ((683m) Heat Collector (Copper) Cove' Plate Assembly FIGURE t Model RC-RES K=4.9 COVER PLATE SPRINKLER (lop view) {0ottorn view) FIGURE 1-1. Marking (Color Code) I I I I I I I / - SIN,, 584464 K-footer K4.9 Tewperarur Rat— - / 1621-720 or I ,F;79C .%uL Mark or 203 F/O6 C I I In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) yrr I - JD I -, - I I Normal Condition Cover Plato Operation Sprinkler Operation Water Discharge FIGURE 2. OPERATION PROCESS (The figure is for illustrative purposes only I Document No. U085166 Date Jul/08/2019 I I I Page 3 of 8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. I NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar I with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. I Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. Include sketches and technical details, as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent, and which take precedence over those specified in NFPA 13, 13D, 13R, or by the authority having jurisdiction. I The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, I the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13R) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. I Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. I Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 175°F (79°C) 150°F (66°C) 140°F (60-C)') Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C) Intermediate 205°F (96°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) - Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Document No. U085166 Date . Jul/08/2019 I I I I I I I I I Page 4 of 8 Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of "design sprinklers" as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in TABLE A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. A minimum discharge of O.IGPM/sq.ft. [4.07LPM/sq.m] over the "design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Ordinary Intermediate Intermediate Maximum Maximum Temperature Rating Temperature Rating Temperature Rating Minimum Covera e g Area' Spacing 162°F (72°C) 175°F (79°C) 205°F (96°C) Deflector Installation Spacing Ft. to Type Ft. Flow Pressure Ft. x Ft.Ceiling Flow(b)Pressure Flow Pressure (mxm) (m) GPM PSI GPM PSI GPM PSI (m) (LPM) (bar) (LPM) (bar) (LPM) (bar) 12x12 12 13 7.0 13 7.0 13 7.0 Smooth (3.7x3.7) (3.7) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Ceilings 3/8 to 7/8 1014 14 13 7.0 13 7.0 13 7.0 Inches. (4.343) (4.3) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings 16x16 16 13 7.0 13 7.0 per NFPA 8 (4.949) (4.9) (49.2) (0.48) - - (49.2) (0.48) 130, 13R Concealed (2.4) or 13 Installed in 18x18 18 17 12.0 17 12.0 beam (5.5x5.5) (5.5) (64.4) (0.83) - - (64.4) (0.83) 3/8107/8 inches below 20x20 20 21 18.4 21 18.4 bottom of (6.1x6.1) (6.1) (79.5) (1.27) - - (79.5) (1.27) beam. For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. TABLE A) I I I I I I I I I I I I I I I I L -1 Document No. U085166 Date . Jul/08/2019 I I I Page 5 of 8 INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ftlbs (9.5 to 19.0 Nm) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installing Procedure Step I I The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2 I With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8" drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the Vertical Adjustment" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. Make . Space Here , '- ... Do Not 4 4im) 'roovt oo t.h.e 5prnkkr Verio6f Protectme Cap I T q triL.n -------1 .'—X J ToothnthSo.et N / rj Ratchet / L. Cdng Hole Diameter .......,................ FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET Document No. U085166 Date Jul/08/2019 I I I LI I I I I I I 1 F I LI I Page 6 of 8 1•'-,i n-.'1 tkiokup LC Sprfrit.kr t. we Cap / J \ Cat Remoeer RC p * c. / U Pat flown Step Step 2 Step 3 FIGURE 5. PROTECTIVE CAP REMOVAL I I I I I I H a Detetw'; W 44 I I I 8 ii let 3-1; 4' 453mw) or 2- quere (068mm) LLATION (COVER PLATE ASSEMBL I I - 44- .: L.. ,NSt)RFcT] 1CORR8CT IPICORRECTI FIGURE 7. INSTALLATION (CORRECT and INCORRECT) I I Document No. U085166 Date . Jul/08/2019 I I I I I I Li Page . 7 of 8 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F/40C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under TABLE A "Hydraulic Design Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Limited Warranty For details of warranty, refer to Sales Contract. I I I Document No. U085166 Date Jul/08/2019 I I I I I I I I I I I I I I Page . 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-RES (SIN: S58464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C) or 205°F (96°C)) Cover Plate Assembly 2-5/8 inch (68mm) or 3-1/4 inch (83mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8" Round, 140°F o a - - - - - - a o 3-1/4° Round, 140°F o a o 0 0 0 0 0 0 0 2-5/8" Square, 140°F a - - - - - - - a a 2-5/8" Round, 162°F 0 - - - - - - - 0 0 3-1/4" Round, 162°F 0 - - - - - - - 0 0 Tools for Installation of Model RC-RES Socket MR-H For use with a 3/8" drive ratchet (not included) Socket NR-H Plastic For use with a 1/2" drive ratchet (not included) Cap Remover RC Document No. U085166 Date Jul/08/2019 I I Page 1 of 7 SENJU SPRINKLER CO., LTD. Commercial Flat Concealed Sprinkler, Pendent, Quick Response, Standard Coverage, ri 1 Model: RC-QR, K-Factor: 5.6, SIN: 5S9561 ____ ................ GENERAL DESCRIPTION The Model RC-QR Commercial Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and quick responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-QR should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. They are to be installed per NFPA 13 guidelines. The Model RC-QR has a 5.6 (80.6 LPM/bar112) K-factor. For extended installation flexibility, the Model RC-QR provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-QR allows for an increased chance of occupants to escape or evacuate in case of a fire. However, fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. WARNINGS The Model RC-QR must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. I I I I I I I Document No. U036889 Date . Jan/1 112019 I I I I L7 I I I I I L, No. Year of Manufacture '- : SIN S89561 K .Ct(,' K:6 Temperature Rotog 621`-72co205r.96c Co.troI No flR JL Marl, -\J ' FM Mark - (PiFE' , ,,, Metal 'S,.,fee) Heat Collector e' or Cop. P' Coe- PlatoAssen.bly ,( '- 5.6 O]$5rno' FIGURE 1. Model RC-QR K=5.6 COVER PLATE SPRINKLER (106 view) (Retta.n vow) FIGURE 1-1. Marking (Color Code) I I I I I I I I I I I I I I I I I I I Page .• 2 of 7 TECHNICAL DATA Approvals: UL5 Listed I as Quick Response FM Approved I as Standard Response Sprinkler Identification Number (SIN): SS9561 Maximum Working Pressure: 175psi (12.1bar) Discharge Coefficient (Nominal K-Factor): K=5.6 GPM/psi112 (80.6 LPlVl/bar112) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 205°F (96°C) Sprinkler with 140°F (60°C) Cover Plate 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 205°F (96°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): White-Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on page 7 for more detail. Physical Characteristics: Ref. Figures 1 and 1-1 OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) F J T , T'— ,. ...'r:, 99r -Al Ir it L - - No-mal CothtJn cover Plate Operation nher-OpertfLor Water oisehargo FIGURE 2. OPERATION PROCESS (The figure is for illustrative purposes only) Document No. U036889 Date .' Jan/11/2019 Page .• 3 of 7 DESIGN CRITERIA The Model RC-QR sprinklers are listed by UL and C-UL as quick response I standard coverage for use in accordance with NFPA. Also the Model RC-QR is FM Approved as a Standard Response for Non-Corrosive Atmospheres. The herein stated rules for use and installation of the Model RC-QR are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. Include sketches and technical details, as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent, and which take precedence over those specified in NFPA 13 or by the authority having jurisdiction. The Model RC-QR must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided for the Model RC-QR. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13. General Service Conditions The Model RC-QR must only be utilized in sprinkler systems per NFPA 13 guidelines. Operational Sensitivity Criteria For proper operational sensitivity, the Model RC-QR must be installed beneath a solid ceiling having a smooth or textured surface. Heat Source Criteria Refer to NFPA 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-QR, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 205°F (96°C) 150°F (66°C) 140°F (60°C) 1) Intermediate 205°F (96°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). I I I I I I I I I I I I I I I Document No. U036889 Date . Jan/11/2019 Page :4of7 I Precautionary Warnings for Corrosive Environments Model RC-QR sprinklers should not be installed where they may be subjected to a corrosive environment including the following: Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) - Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. INSTALLATION The Model RC-QR must be installed in accordance with the following instructions: NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ftlbs (9.5 to 19.0 Nm) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC-QR sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installinci Procedure Step I The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8" drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Vertical Adjustment" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Step 4 Use the Cap Remover RC Tool to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. I Document No. U036889 Date Jan/11/2019 I Page 5 of 7 FIGURE 3. INSTALLATION Hook up 'rJçr Spr44der Heed IR TT • I L .L. / }\ cap Remover Rc l) ) PuU oown Sue.pi Step tep3 FIGURE 5. PROTECTIVE CAP REMOVAL 1r0.-"-.... Mountmg - criaco +1 Ili ....... L 1/4 (tmei) or UL only . 2--51uquore (L)Crnn) FIGURE 6. INSTALLATION (COVER PLATE ASSEMBLY) Document No. U036889 Date Jan/11/2019 I C-1-11.) \ Groove an the Spnokkr 19 - otectvo Cop FIGURE 4. RATCHET & SOCKET I I I I I I I I I I I I I I 1 I Page : 6 of 7 LJ...- E. - - --. - - - FIGURE 7. INSTALLATION (CORRECT and INCORRECT) CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-QR. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F/4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over-tightening, or wrench slippage, must be replaced. When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Document No. U036889 Date Jan/11/2019 P I I I I I LI I I I I I I I I I I 1 I Page 7 of 7 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-QR (SS9561, Quick Response, Standard Coverage, Flat Concealed Sprinkler, Pendent, K5.6, Temperature: 162°F (72°C) or 205°F (96°C)) Cover Plate Assembly Listed :2-5/8 inch (68mm) or 3-1/4 inch (83mm) or 2-5/8 inch square (EI68mm), Order Separately from Sprinkler FM Approved :2-5/8 inch ( 68mm) or 3-1/4 inch ( 83mm) , Order Separately from Sprinkler Please refer to the chart below for available sizes, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8' Round, 140°F a a - - - - - - a a 3-1/4' Round, 140°F a a a a a a a a a a 2-5/8 Square, 140°F 1 a - - - - - - - a a 2-5/8' Round, 162°F a - - - - - - - a a 3-1/4' Round, 162°F a - - - - - - - a a 2-5/8' Square, 162Fxl 0 - - - - - - - 1: cULur listed only Tools for Installation of Model RC-QR Socket NR-H For use with a 3/8" drive ratchet (not included) Socket NR-H Plastic For use with a 1/2" drive ratchet (not included) Cap Remover RC I I I I Document No. U036889 Date Jan/I 1/2019 I I I I I I I I I I n I I I I MODEL GL-SS/RE MODEL GL-SS/DS GL5620 GL5621 *Multiple Patents Pending SYSTEM CRITERIA SLOPE 3:12 up to and including 6:12 SPAN 1 Branchline up to 24 ft 3 Branchlines up to 72 ft TOTAL SYSTEM DEMAND See Hydraulic Calculation section for details AREA OF USE LIGHT HAZARD CONCEALED ATTIC SPACES: RIDGELINE Sprinkler Model: GL-SS/RE • K-Factor: 5.6 Temperature: 200° F DOWNSLOPE Sprinkler Model: GL-SS/DS • K-Factor: 5.6 Temperature: 200° F Sprinkler Model: GL-SS/RE • K-Factor: 5.6 Temperature: 200° F EAVE Sprinkler Model: GL-SS/RE • K-Factor: 5.6 Temperature: 200° F HIP Sprinkler Model: GL-SS/RE • K-Factor: 5.6 Temperature: 200° F NOTE: Users should refer to Globe's web site (www.globesprinkler.com) to assure that the most recent technical literature is being utilized. LI (—ç1 71;7 4077 Airpark Dr. Standish, Ml 48658 989-846-4583 www.globesprinkler.com I Technical Support. 989-414-2600 techservice@globesprinkler.com I SPECIFIC APPLICATION ATTIC SPRINKLERS GENERAL DESCRIPTION I The Globe Specific Application Attic Protection Scheme has undergone full scale fire testing with Underwriters Laborato- ries and is Listed to be utilized per NFPA 13 in conformance with the New Technology and Equivalency Sections as well as the Special Sprinkler Section. The Globe Specific Application Attic Protection Scheme has been engineered to consider all construction conditions typically found in the attic built environment. The scheme utilizes a unique strategy with two distinct types of special sprinklers. The positioning and use of these sprinklers in conjunction with each other, and their complimentary ef- fects on fire control has been carefully considered for these I specific Attic structure hazards. Consequently, the required number of sprinklers to calculate and system demand is drastically reduced from that seen with standard protec- tion schemes or even the more recent Special Application I schemes. The Globe Specific Application Attic Protection Scheme uti- lizes two specially listed sprinklers, each with a fixed flow and pressure requirement. The "Area/Density" allowances I of NFPA 13 do not apply and reductions in flow cannot be taken for reduced spacing. Moreover, as a fixed flow and pressure sprinkler which has been full scale fire tested in its intended installed environment, the slope ceiling penalty of "Area/Density" sprinklers per the prescriptive requirements I of NFPA 13 does not apply. The Globe Specific Application scheme is based on full scale fire testing resulting in antici- pated Heat Affected Zones of Protection The Globe Attic Protection Scheme requires identifying I any of four separate 'spaces" within an attic; "Ridgeline"; "Downslope"; "Lower Hip" and "Upper Hip". See Figure 1. UA IL cc UPPERHIP AREA LOWERHL AREA FIGURE 1: ATTIC AREA OF PROTECTION IDENTIFICATION I I I I I I NOV 2018 REV. A Page 1 of 29 GFS-650 TECHNICAL DATA Approvals cULus Maximum Working Pressure 175 psi (l2bar) Factory tested to 500 psi (34 bar) Minimum Low Temperature -40°F (-40°C) Minimum Operating Pressure 12.8 psi (0.88 bar) Temperature Rating 200°F (93.3°C) Response Type Quick Response 44mm 27mm FIGURE 2: MODEL GL-SS/RE GL5620 ITEM NO DESCRIPTION MATERIAL 1 DEFLECTOR Bronze 2 FRAME Brass 3 COMPRESSION SCREW Brass 4 BULB Glass 3mm diameter 5 BULB SEAT Bronze 6 BULB SEAT GASKET Teflon 7 BELLE VILLE SPRING Steel FIGURE 4: MODEL GL-SS/RE GL5620 MATERIALS OF CONSTRUCTION 2' 51mm 2W 0m 7m 70mm FIGURE 3: MODEL GL-SS/DS GL5621 ITEM NO DESCRIPTION MATERIAL 1 DEFLECTOR Bronze 2 COMPRESSION SCREW Brass 3 BULB Glass 3mm diameter 4 FRAME Brass 5 BULB SEAT Brass 6 BULB SEAT GASKET Teflon FIGURE 5: MODEL GL-SS/DS GL5621 MATERIALS OF CONSTRUCTION NOV 2018 REV.A Page 2 of 29 GFS-650 FIGURE 613 FIGURE 6: DIMENSION FROM EAVE 1001 00 SPRINKLER 20.0' I 44 - MAX. I MAX. - FIGURE 7: SPRINKLER FRAME ORIENTATION TO ROOF SLOPE 6 MIN. TRUSSES FIGURE 8: DIMENSION FROM TRUSS I OPERATION Upon the application of sufficient heat, the fluid within the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid ex- pansion results in breakage of the glass bulb, allowing the evacuation of the water seat assembly, and discharge of water from the sprinkler. I I I I 1 I I I I I I I I I I INSTALLATION The Globe Specific Application Attic Sprinklers for Protect- ing Attics must be installed in accordance with this section. The Globe GL-SS/RE and GL-SS/DS Specific Application Attic Sprinklers comprise an overall protection scheme which takes into account strategic positioning for activation sensitivity while providing unique distribution characteris- tics specifically designed for attic construction. The protection methodology utilizing these sprinklers has been full scale fire tested in the built attic environment. As such, they must be installed in accordance with the guide- lines set forth within this data sheet. The NFPA 13 Den- sity/Area prescriptive spacing requirements do not apply as these sprinklers are not bound by the NFPA 13 "S x L Rules". The positioning and spacing requirements of this data sheet take precedence over any other prescriptive re- quirements that may exist in NFPA 13. NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a torque of approximately 7 to 14 ft. -lb. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler inlet resulting in possible leakage. To install the Globe Specific Application Attic Sprinklers, the following steps shall be taken: Step 1. Sprinklers must be oriented correctly as follows: Series GL-SS/RE Sprinklers - At horizontal ridge (peak) - installed in the upright verti- cal position with deflector parallel to the ceiling below (i.e. sprinkler centerline perpendicular to the ridgeline). - Near eave or under hip type roofs - installed in the up- right position with deflector parallel to roof deck (i.e. sprin- kler centerline perpendicular to the roof slope). Series GL-SS/DS Sprinklers - These sprinklers are installed downslope from a ridge- line/peak (See Figure 11). Installed in the upright position with deflector parallel to roof deck (i.e. sprinkler centerline perpendicular to the roof slope). Step 2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Note: Do not grasp the sprinkler by the deflector. Step 3. Wrench-tighten the sprinkler using only the ap- propriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable. Note: Do not apply wrench to frame arms. SPRINKLER SPACING MEASURED HORIZONTALLY FROM THIS POINT BOTTOM CHORD FIGURE 6A 2 MAX. GAP FOR EAVE VENTING.._\ ,, SPRINKLER SPACING MEASURED HORIZONTALLY FROM THIS POINT 09 *10 rNON COMBTUISTIE LE INSULA ON INSULATION NOV 2018 REV.A Page 3 of 29 GFS-650 FIGURE 913 U 0 0 0 RIDGELINE U 0 :. U EAVE FIGURE 9C SYSTEM DESIGN PROCEDURE GABLE STYLE ROOF OPTION 1: RIDGE SPRINKLERS ONLY When utilizing this option Model GL-SS/RE sprinklers are used to protect the entirety of the attic space. The span of the attic is measured along the floor (or ceiling of floor below) of the attic space from the peak to the intersection of the bottom of the top chord of the roof joist and the insulation or floor joist on the floor (or ceiling of floor below). The span is twice the longer of the two measured spans. (See Figure 6) The maximum span which can be protected by a single line of GL-SS/RE sprinklers at the peak is a total span of 24 ft or a maximum half span of 12 ft. I I I I I FIGURE 9A I OPTION 2: RIDGELINE SPRINKLERS/EAVE SPRIN- KLERS (GL-SS/RE) This approach utilizes the GL-SS/RE sprinklers at the Ridgeline and downslope covering to the eave. (See Figure 10 for dimensional limitations) OPTION 3: RIDGELINE SPRINKLERS WITH DOWNSLOPE SPRINKLERS The maximum span of this approach is 72 ft or a half span of 36 ft. as measured horizontally. (See Figures 10 and 11 for dimensional limitations) = MODEL GL-SSIRE = MODEL GL-SS/DS FIGURE 9: PROTECTION OPTIONS NOV 2018 REV.A Page 4of29 Li [1 LII I I I I I I 1 GFS-650 I EAVE SEE DOWNSLOPE LAYOUT CRITERIA (FIGURE 11) FOR THIS AREA 2 SEE DOWNSLOPE LAYOUT CRITERIA (FIGURE 11) FOR THIS AREA / lii CL RIDGELINE DESIGN CRITERIA SPRINKLER MODEL GL-SS/RE FLOW RATE 20gpm DISTANCE BETWEEN SPRINKLERS ALONG RIDGE Minimum 6 ft Maximum 8 ft MINIMUM DISTANCE TO DOWNSLOPE SPRINKLER 6 ft (measured horizontally) MAXIMUM DISTANCE TO DOWNSLOPE SPRINKLER 16 ft (measured horizontally) DEFLECTOR DISTANCE BELOW CEILING (AT RIDGELINE) Minimum 16 in Maximum 24 in DEFLECTOR DISTANCE BELOW CEILING (WHEN DOWNSLOPE OF RIDGELINE) Install with deflector below bottom of top chord to be a maximum of 2" (maximum top chord to be 6). LATERAL MAXIMUM DISTANCE FROM RIDGELINE 12 in DISTANCE FROM HIP PEAK Minimum 1 ft Maximum 4 ft INSTALLATION When installed for Ridgeline protection, the GL-SS/ RE Sprinkler has a zone of protection of 24 ft. wide as measured horizontally across the ridgeline). The maximum zone of protection on either side of the ridgeline is 12 ft. (as measured horizontally). The zone of protection along the ridgeline is 8 ft. (4 ft. maximum to either side of the GL-SS/RE Sprinkler). When a GL-SS/RE sprinkler is installed under a horizontal Ridge, the deflector is to be positioned parallel with the floor/ceiling below. (Regardless of allowed offset from directly below ridge) Maximum span for GL-SS/RE sprinkler to cover is 24 ft wide attic. Sprinklers must be installed with the frame arms parallel to the ridge. Centerline of sprinkler must be a minimum of 6' laterally from face of any truss. (see Figure 8) For obstruction criteria, see Obstruction section within this data sheet. HYDRAULIC CALCULATIONS See Hydraulic Design Section 1 I I I I Li I I I EAVE = MODEL GL-SS/RE = MODEL GL-SS/DS FIGURE 10: RIDGELINE LAYOUT CRITERIA NOV 2018 REV. A Page 5 of 29 GFS-650 I I I I I L I c3L-SSIDS SPRINKLERS MUST BE OFFSET AT LEAST ONE CHANNEL a' MAX. FROM SPRINKLERS UPSLOPE I SEE RIDGELINE LAYOUT CRITERIA (FIGURE 10) FOR THIS AREA GL-SS/RE SPRINKLER DEFLECTOR DISTANCE SEE HIP LAYOUT CRITERIA BELOW BOTTOM OF TOP (FIGURES 12 & 13) FOR THIS AREA CHORD TO A MAXIMUM OF 2" (MAX. TOP CHORD TO BE 6') 2 (.4 UI IL 0 q 2 U' IL 4 EAVE Z 0 0 I I I RIDGELINE UI 0 -I U, I' .5 4 2 0 (4 I I I DOWNSLOPE DESIGN CRITERIA SPRINKLER MODEL GL-SS/DS FLOW RATE 20 gpm DISTANCE BETWEEN SPRINKLERS PERPENDICULAR TO SLOPE Minimum 4 ft Maximum 8 ft MAXIMUM SPRINKLER THROW (measured horizontally) Upsiope - 4 ft * Downslope - 20 ft MINIMUM DISTANCE BETWEEN SPRINKLERS DOWNSLOPE OF THE GL-SS/DS (throw direction) l5ft DEFLECTOR DISTANCE BELOW CEILING Install with deflector below bottom of top chord to a maximum of 2 (maximum top chord to be 6). DISTANCE AWAY FROM HIP LINE Minimum 1 ft Maximum 3 ft INSTALLATION The GL-SS/DS Sprinkler has a zone of protection of 20 ft. forward (measured on the horizontal); 4 ft. backwards (measured on the horizontal; and 8 ft. wide (4 ft. laterally to either side of the sprinkler). Ensure that the sprinkler deflector is installed with the deflector parallel to the sloped roof above. Centerline of sprinkler must be a minimum of 6' laterally from face of truss (See Figure 8). Must be offset at least one channel laterally from any Ridgeline sprinkler. Sprinklers must be installed with the frame arms perpendicular to the roof slope. For obstruction criteria, see Obstruction section within this data sheet. HYDRAULIC CALCULATIONS See Hydraulic Design Section I I LI I I [1 I I 10' MAX. EAVE = MODEL GL-SS/RE = MODEL GL-SS/DS FIGURE 11: DOWNSLOPE LAYOUT CRITERIA NOV 2018 REV A Page 6of29 GFS-650 I I I .1. HIP AREA SPRINKLER DESIGN CRITERIA HIP TRUSS/JACK TRUSS CONSTRUCTION I MODEL GL-SS/RE FLOW RATE 20 gpm DISTANCE BETWEEN SPRINKLERS FIRST ROW FROM EAVE (measured horizontally) Minimum 6 ft Maximum 8ft DISTANCE BETWEEN SPRINKLERS ALL OTHER ROWS UPSLOPE (measured horizontally) Minimum 6 ft Maximum 12 ft DISTANCE FROM EAVE TO FIRST ROW (measured horizontally) * Minimum 5 ft Maximum 12 ft DISTANCE BETWEEN ROWS (measured horizontally) Maximum 12 ft MINIMUM DISTANCE BETWEEN SPRINKLERS 6ft DEFLECTOR DISTANCE BELOW CEILING Install with deflector below bottom of top chord to a maximum of 2" (maximum top chord to be 6). SPRINKLER AT APEX A GL-SS/RE Sprinkler must be installed between 1 ft. to 5 ft. down from the intersection of the ridgeline and hip lines (Apex) SPRINKLERS ADJACENT TO HIP LINE All GL-SS/RE Sprinklers directly adjacent to hip line shall be 1 ft. to 3 ft. from hip line (as measured perpendicular to hip line) INSTALLATION Ensure that the sprinkler is installed with the deflector parallel to the sloped roof above. Sprinklers must be installed with the frame arms perpendicular to the roof slope (see Figure 7). For obstruction criteria, see Obstruction section within this data sheet. HYDRAULIC CALCULATIONS * See Hydraulic Design Section H 5' MAX. 1' MIN. 10' MAX. 8' MAX. 12' MAX. 5' MIN. Li I I Li I I I I 8MAX. MIN. 12" DEEP DRAFT 6' MIN. I STOP REQUIRED AT HIP REQUIRED SPACING FOR TRUSS ONLY IF 1ST ROW 1ST ROW FROM EAVE ONLY - IS BELOW HIP TRUSS (REGARDLESS OF FRAMING DIRECTION) (BETWEEN EAVE & 1ST I HIP TRUSS) FIGURE 12A: HIP LAYOUT CRITERIA WHEN FIRST ROW OF SPRINKLERS PLACED "WITHIN" JACK TRUSSES = MODEL GL-SS/RE 12 MAX 5 i REQUIRED SPACING FOR 1ST ROW FROM EAVE ONLY (REGARDLESS OF FRAMING DIRECTION) I FIGURE 12B: HIP LAYOUT CRITERIA WHEN FIRST ROW OF SPRINKLERS PLACED 'BEYOND" JACK TRUSSES FIGURE 12: HIP LAYOUT CRITERIA - HIP TRUSS! JACK TRUSS CONSTRUCTION NOV 2018 REV, A Page 7 of 29 GFS-650 HIP AREA SPRINKLER DESIGN CRITERIA FRAMING MEMBERS PARALLEL TO ROOF SLOPE MODEL GL-SS/RE SPRINKLERS ADJACENT TO HIP LINE FLOW RATE All GL-SS/RE Sprinklers directly adjacent to hip line shall * 20 be 1 ft. to 3 ft. from hip line (as measured perpendicular gpm to hip line) DISTANCE FROM EAVE TO FIRST ROW INSTALLATION (measured horizontally) Ensure that the sprinkler is installed with the deflector Minimum 5 ft parallel to the sloped roof above Maximum 12 ft Sprinklers must be installed with the frame arms MAXIMUM DISTANCE BETWEEN SPRINKLERS perpendicular to the roof slope. * See Figure 13 For obstruction criteria, see Obstruction section within DEFLECTOR DISTANCE BELOW CEILING this data sheet. Install with deflector below bottom of top chord to a HYDRAULIC CALCULATIONS maximum of 2' (maximum top chord to be 6"). See Hydraulic Design Section SPRINKLER AT APEX A GL-SS/RE Sprinkler must be installed between 1 ft. to 5 ft. down from the intersection of the ridgeline and hip lines (Apex) I I I I I I I I I I 1. 8' MAX. 10' MAX. 6 MIN. TYPICAL BELOW ENTIRE HIP ROOF WHEN FRAMING IS PARALLEL TO ROOF SLOPE = MODEL GL-SS/RE MODEL GL-SS/DS FIGURE 13: HIP LAYOUT CRITERIA FRAMING MEMBERS PARALLEL TO ROOF SLOPE NOV 2018 REV.A Page 8of29 N - I I I I I GFS-650 I I HIP AREA SPRINKLER DESIGN CRITERIA I FRAMING MEMBERS PARALLEL TO ROOF SLOPE MODEL - • GL-SS/DS (GL-SS/RE @ apex) SPRINKLERS ADJACENT TO HIP LINE I FLOW RATE • All GL-SS/RE Sprinklers directly adjacent to hip line shall 20 gpm be 1 ft. to 3 ft. from hip line (as measured perpendicular - DISTANCE BETWEEN SPRINKLERS (Laterally) to hip line) INSTALLATION Minimum 4 ft • Ensure that the sprinkler is installed with the deflector • Maximum 8 ft. parallel to the sloped roof above DISTANCE FROM EAVE TO FIRST ROW Sprinklers must be installed with the frame arms I (measured horizontally) perpendicular to the roof slope. Minimum 5 ft. • For obstruction criteria, see Obstruction section within Maximum 20 ft. this data sheet DEFLECTOR DISTANCE BELOW CEILING HYDRAULIC CALCULATIONS Install with deflector below bottom of top chord to a See Hydraulic Design Section maximum of 2" (maximum top chord to be 6"). SPRINKLER AT APEX I . A GL-SS/RE Sprinkler must be installed between 1 ft. to 5 ft. down from the intersection of the ridgeline and hip lines (Apex) I 7.4 14 \ .. . I rn-rn-- 'N - I .............................. A 4 I CIA 14 j,8 MAX]. I .... I\ 71 14M1N it 11 -. 10 MAX. I TYPICAL BELOW ENTIRE HIP ROOF WHEN FRAMING IS PARALLEL TO ROOF SLOPE = MODEL GL-SS/RE I = MODEL GL-SS/DS ' FIGURE 13A: HIP LAYOUT CRITERIA FRAMING MEMBERS PARALLEL TO ROOF SLOPE I NOV 2018 REV, A Page 9 of 29 GFS-650 I I I I I I I I I I I I I I I I I I I SINGLE SLOPE DESIGN CRITERIA SPRINKLER MODEL GL-SS/DS FLOW RATE 20gpm DEFLECTOR DISTANCE BELOW PEAK (See Figure 14A) Minimum 16 in. Maximum 24 in. DEFLECTOR DISTANCE BELOW SLOPING ROOF DECK (See Figure 14A) Install with deflector below bottom of top chord to a maximum of 2 in. (maximum top chord to be 6 in.) DISTANCE BETWEEN SPRINKLERS PERPENDICULAR TO THE SLOPE Minimum 4 ft. Maximum 8 ft. MAXIMUM ALLOWED SPRINKLER THROW (measured horizontally) Downslope - 16 ft. SLOPE DOWN HIGH POINT (PEAK) I ALLOWABLE SPRE -, : PLACEMENT ZONE SEE FIGURE 14A - 10 MAX. L EAVE - K ALL DIMENSIONS MEASURED ON HORIZONTAL PLANE UNLESS NOTED OTHERWISE FIGURE 14B I ROW OS SPRINKLER (HIP SHOWN AT CORNER) MINIMUM DISTANCE BETWEEN SPRINKLERS DOWNSLOPE OF THE GL-SS/DS (throw direction) 15 ft. (as measured on the slope) INSTALLATION Ensure that the sprinkler deflector is installed with the deflector parallel to the sloped roof above. Centerline of sprinkler must be a minimum of 6 laterally from face of truss. See Figure 8. When two rows of GL-SS/DS sprinklers are utilized, the adjacent rows of sprinklers must be offset at least one channel laterally from each other. See Figure 14C. Sprinklers must be installed with the frame arms perpendicular to the roof slope. See Figure 7. For obstruction criteria, see Obstruction section within this data sheet. HYDRAULIC CALCULATIONS See Hydraulic Design Section SLOPE DOWN ALLOWABLE SPRINKLER PLACEMENT ZONE HIGH POINT (PEAK) SEE FIGURE 14A :J \ GL-SSIOS SPRINKLERS MUST BE OFFSET AT LEAST ONE CHANNEL FROM SPRINKLERS UPSLOPE - .0 EAVE 10MAX. FIGURE 14C 2 ROW OS SPRINKLER (HIP SHOWN AT CORNER) )~ 1'-. 12 "DS" SPRINKLER ALLOWABLE SPRINKLER 41 -is PLACEMENTZONE (MIN. 1"/MAX. 2" BELOW BOTTOM OF TOP CHORD) FIGURE 14A - SECTION VIEW DS SPRINKLER & DEFLECTOR PLACEMENT AT PEAK FIGURE 14: SINGLE SLOPE LAYOUT CRITERIA NOV 2018 REV A Page 10 of 29 GFS-650 I I I I I I I I I I I I I I I I I I I DORMER PROTECTION CRITERIA The protection scheme for dormer roofs shall be in accordance with the following guidelines: Dormers Built Entirely Over (on top) of Main Roof Sheathing -4 Sprinklers or Less - Any Slope RE/DS Sprinklers allowed (CPVC allowance applies for wet systems only) Standard Spray Sprinklers allowed Dormers Built Entirely Over (on top) of Main Roof Sheathing - More than 4 Sprinklers RE/DS Sprinklers allowed where the pitch is between 3:12 and 6:12. Protection scheme utilized shall be in accordance with this document Standard Spray Sprinklers allowed for any slope Dormers Open to Attic Space Below - 4 Sprinklers or Less - Any Slope RE/DS Sprinklers allowed (CPVC allowance applies for wet systems only) Standard Spray Sprinklers allowed. Dormers Open to Attic Space Below - More than 4 Sprinklers RE/DS Sprinklers allowed where the pitch is between 3:12 and 6:12. Protection scheme utilized shall be in accordance with this document Standard Spray Sprinklers allowed for any slope. (Required to calculate Attic in accordance with NFPA 13 (i.e. 2535 sq. ft. for Dry Systems) MAIN ROOF MAIN ROOF DORMER OPEN Inv If S* jog TO ATTIC AREA— DORMER — SHEATHING t1000 CONTINUED SHEATHING DORMER OPEN TO ATTIC SPACE DORMER ENTIRELY OVER MAIN ROOF SHEATHING FIGURE 15: DORMERS SECTION VIEW NOV 2018 REV.A Page 11 of 29 GFS-650 HYDRAULIC DESIGN The Globe Specific Application Attic protection scheme shall be hydraulically calculated in accordance with the following guidelines. These calculation guidelines are applicable only to the special Globe Attic Protection scheme utilizing Globe GL-SS/RE and GL-SS/DS sprinklers. These requirements are based on special full scale fire testing and in no way should be utilized when designing other than these specially listed and tested sprinklers for use in sloped combustible attic struc- tures. As with Hydraulic Calculations performed in accordance with NFPA 13, multiple areas of piping may need to be investigated and multiple calculations performed should it not be readily obvious of the hydraulically most demanding area due to non-typical pipe layout. Hose allowances must be included in the hydraulic calculations in accordance with NFPA 13. GABLE ROOF CALCULATION PROCEDURE BRANCHLINE DESIGN - WET SYSTEM Perform the following 2 calculations: Calculation #1: Calculate the 5 most hydraulically demanding sprinklers consisting of 5 GL-SS/RE (Ridgeline) sprinklers. Minimum sprinkler flow is 20 gpm per sprinkler. See Figure 16A. Calculation #2: Calculate the 5 most hydraulically demanding sprinklers consisting of 2 GL-SS/DS (Downslope) sprinklers and 3 GL-SS/RE (Ridgeline) sprinklers. Minimum sprinkler flow is 20 gpm per sprinkler. See Figure 16B. Note: If additional sprinklers are required beyond an obstruction, calculate up to 2 additional sprinklers beyond the obstruc- tion. See Figure 16B. • • • • • • • Ia Ia z Ia III II 1.11 Uj : LLI %S, ,, • • • FIGURE 16A FIGURE 16B FIGURE 16: HYDRAULIC CALCULATION REQUIRED FOR WET 3 BRANCHLINE SYSTEM NOV 2018 REV.A Page 12 of 29 GFS-650 HYDRAULIC DESIGN 3 BRANCH LINE DESIGN - DRY SYSTEM Perform the following 2 calculations: Calculation #1: Calculate the 6 most hydraulically demanding sprinklers consisting of 6 GL-SS/RE (Ridgeline) sprinklers. Minimum sprinkler flow is 20 gpm per sprinkler. See Figure 17A. Calculation #2: Calculate the 6 most hydraulically demanding sprinklers consisting of 2 GL-SS/DS (Downslope) sprinklers and 4 GL-SS/RE (Ridgeline) sprinklers. Minimum sprinkler flow is 20 gpm per sprinkler. See Figure 17B. - Note: If additional sprinklers are required beyond an obstruction, calculate up to 2 additional sprinklers beyond the obstruc- tion. See Figure 17B. • • • • • lii III w 2 ui Ill 2 lu • • Ui • 4 w Iii UI UI FIGURE 17A FIGURE 17B FIGURE 17: HYDRAULIC CALCULATIONS REQUIRED FOR DRY 3 BRANCH LINE SYSTEM NOV 2018 REV. A Page 13 of 29 GFS-650 HYDRAULIC DESIGN HIP ROOF CALCULATION PROCEDURE When a Hip is included in the design of the attic, there are three calculations required. One calculation for the "Ridge/Hip Transition" area. The second and third calculations determine the pipe sizing for the Hip area itself. For the purposes of these hydraulic calculations the Hip is broken into two areas; the "Lower Hip" area; and the "Upper Hip" area. See above figure. HIP CALCULATION (HIP TRUSS/JACK TRUSS CONSTRUCTION) - WET SYSTEM Calculation #1 - Ridge/Hip Transitions Calculate the most demanding 7 contiguous sprinklers with a maximum of 5 sprinklers along the ridge plus the 2 most demanding sprinklers within the hip area. See Figure 18A. Minimum sprinkler flow is 20 gpm per sprinkler. Calculation #2 - Lower Hip Area Calculate up to the 7 most demanding contiguous sprinklers along the eave. This may include sprinklers on both sides of the hip line as shown. See Figure 186. Minimum sprinkler flow is 20 gpm per sprinkler. Calculation #3 - Upper Hip Area If there are 4 sprinklers or less in the shaded area (Figure 1813): Calculate up to the 7 most demanding contiguous sprinklers in the Upper Hip" area. This may include sprinklers on both sides of the hip line as shown. Minimum sprinkler flow is 20 gpm per sprinkler. If there are more than 4 sprinklers in the shaded area (Figure 18C): Calculate the hydraulically most demanding 75% of the total number of sprinklers located within the "Upper Hip" area, rounding up to the nearest sprinkler. (Minimum number of sprinklers to be calculated is 7) Minimum sprinkler flow is 20 gpm per sprinkler. - Example shown in Figure 18C results in 9 sprinklers to be calculated. (12 x 0.75 = 9) FIGURE 18A N. ...................... / N .......................... S • S. S S FIGURE 18B - - FIGURE 18C FIGURE 18: HYDRAULIC CALCULATIONS 0 =RE REQUIRED FOR HIP - WET SYSTEM (HIP TRUSS/JACK TRUSS CONSTRUCTION) • =DS NOV 2018 REV.A Page 14 of 29 GFS-650 FIGURE 19B HYDRAULIC DESIGN HIP CALCULATION (HIP TRUSS/JACK TRUSS CONSTRUCTION - DRY SYSTEM Calculation #1 - Ridge/Hip Transitions Calculate the most demanding 8 contiguous sprinklers with a maximum of 6 sprinklers along the ridge plus the 2 most demanding sprinklers within the hip area. See Figure 19A. Minimum sprinkler flow is 20 gpm per sprinkler. Calculation #2 - Lower Hip Area Calculate the 8 most demanding contiguous sprinklers along the eave. This may include sprinklers on both sides of the hip line as shown. See Figure 19B. • Minimum sprinkler flow is 20 gpm per sprinkler. Calculation #3 - Upper Hip Area If there are 4 sprinklers or less in the shaded area (Figure 1913): Calculate up to the 8 most demanding contiguous sprinklers in the Upper Hip area. This may include sprinklers on both sides of the hip line as shown. See Figure 19B. • Minimum sprinkler flow is 20 gpm per sprinkler. If there are more than 4 sprinklers in the shaded area (Figure 19C): * Calculate all sprinklers in the Upper Hip" area. * Minimum sprinkler flow is 20 gpm per sprinkler. r,T,1 ///K• .•. .................. .............................. ......... .............. . ................. ................. FIGURE 19A FIGURE 19C FIGURE 19: HYDRAULIC CALCULATIONS = RE REQUIRED FOR HIP - DRY SYSTEM - =DS (HIP TRUSS/JACK TRUSS CONSTRUCTION) I (Examples shown in these figures are for reference only. I Actual sprinklers selected based on piping configuration which results in the most demanding hydraulic demand.) NOV 2018 REV. A Page 15 of 29 GFS-650 I I I I I I I I I I I I I I I I I HYDRAULIC DESIGN I HIP CALCULATION RE SPRINKLERS (FRAMING MEMBERS PARALLEL TO ROOF SLOPE) - WET SYSTEM Calculation #1 - Ridge/Hip Transitions Calculate the most demanding 7 contiguous sprinklers with a maximum of 5 sprinklers along the ridge plus the 2 most demanding sprinklers within the hip area. See Figure 18A. Minimum sprinkler flow is 20 gpm per sprinkler. Calculation #2 - Hip Area Calculate all sprinklers within the hip area shown shaded. See Figure 20. Minimum sprinkler flow is 20 gpm per sprinkler. HIP CALCULATION RE SPRINKLERS (FRAMING MEMBERS PARALLEL TO ROOF SLOPE) - DRY SYSTEM Calculation #1 - Ridge/Hip Transitions Calculate the most demanding 8 contiguous sprinklers with a maximum of 6 sprinklers along the ridge plus the 2 most demanding sprinklers within the hip area. See Figure 19A. Minimum sprinkler flow is 20 gpm per sprinkler. Calculation #2 - Hip Area Calculate all sprinklers within the hip area shown shaded. See Figure 20. * Minimum sprinkler flow is 20 gpm per sprinkler. I I Li I I FIGURE 20: HYDRAULIC CALCULATIONS REQUIRED FOR RE @ HIP (FRAMING MEMBERS PARALLEL TO SLOPE) =RE =DS NOV 2018 REV.A Page 16of29 I I I I I I I I I I I GFS-650 I I I HYDRAULIC DESIGN HIP CALCULATION DS SPRINKLERS (FRAMING MEMBERS PARALLEL TO ROOF SLOPE) - WET SYSTEM Calculation #1 - Ridge/Hip Transitions Calculate the most demanding 7 contiguous sprinklers with a maximum of 5 sprinklers along the ridge plus the 2 most demanding sprinklers within the hip area. See Figure 18A. Minimum sprinkler flow is 20 gpm per sprinkler. Calculation #2 - Hip Area Calculate all sprinklers within the hip area shown shaded. See Figure 20A. Minimum sprinkler flow is 20 gpm per sprinkler. HIP CALCULATION DS SPRINKLERS (FRAMING MEMBERS PARALLEL TO ROOF SLOPE - DRY SYSTEM Calculation #1 - Ridge/Hip Transitions Calculate the most demanding 8 contiguous sprinklers with a maximum of 6 sprinklers along the ridge plus the 2 most demanding sprinklers within the hip area. See Figure 19A. Minimum sprinkler flow is 20 gpm per sprinkler. Calculation #2 - Hip Area Calculate all sprinklers within the hip area shown shaded. See Figure 20A. Minimum sprinkler flow is 20 gpm per sprinkler. I I I I I I I I I I I FIGURE 20A: HYDRAULIC CALCULATIONS REQUIRED FOR DS @ HIP (FRAMING MEMBERS PARALLEL TO SLOPE) =RE - =DS I I I NOV 2011 REV. A Page 17 of 29 GFS-650 I I I I HYDRAULIC DESIGN SINGLE SLOPE ROOF CALCULATION PROCEDURE Rv When a single slope roof area exists, the following calculation procedures shall be followed to size piping to the sprinklers protecting this area. NOTE: Single Slopes (with vertical shear walls) result in different fire dynamics than might be seen with gable and/or hip roof construction. SINGLE SLOPE ROOF CALCULATION - WET SYSTEM 1 Row Protection Calculate the most hydraulically demanding 5 contiguous OS sprinklers. See Figure 21A. Minimum sprinkler flow is 20 gpm per sprinkler. 2 Row Protection The following 2 sets of calculations shall be performed: Calculation #1: Calculate the most hydraulically demanding 5 contiguous sprinklers consisting of 3 at the high point and 2 on the adjacent slope. See Figure 21B. Calculation #2: Calculate the most hydraulically demanding 5 contiguous sprinklers along the high point. See Figure 21C. Minimum sprinkler flow is 20 gpm per sprinkler. I I I I I I 13,3,3 , 3, S 3,I 33i* 3è1 * *433j * SLOPE DOWN EAVE FIGURE 21A I ROW PROTECTION CALCULATION iliuM rvui. trt I r ! SLOPE DOWN I I I I * • ,s,za_ 3, 3, EAVE FIGURE 21B 2 ROW PROTECTION CALCULATION #1 I I I I I SLOPE DOWN I I I I I I EAVE FIGURE 21C 2 ROW PROTECTION CALCULATION #2 FIGURE 21: HYDRAULIC CALCULATIONS REQUIRED FOR WET SYSTEM SINGLE SLOPE DESIGN NOV 2018 REV.A Page 18 of 29 GFS-650 I I HYDRAULIC DESIGN SINGLE SLOPE ROOF CALCULATION PROCEDURE SINGLE SLOPE ROOF CALCULATION - DRY SYSTEM I Row Protection Calculate the most hydraulically demanding 7 contiguous DS sprinklers. See Figure 22A. Minimum sprinkler flow is 20 gpm per sprinkler. 2 Row Protection The following 2 sets of calculations shall be performed: Calculation #1: Calculate the 7 most hydraulically demanding contiguous DS sprinklers located along the high point (peak). See Figure 22B. Calculation #2: Calculate the 7 most hydraulically contiguous DS sprinklers consisting of 5 DS at the hight point (peak) and 2 DS sprinklers on the adjacent downslope branchline. See Figure 22C. Minimum sprinkler flow is 20 gpm per sprinkler. I I I I I I I I I U I IJ SLOPE DOWN EAVE FIGURE 22A I ROW PROTECTION CALCULATION — M — * — — SLOPE DOWN I I I I I I U I EAVE FIGURE 22B 2 ROW PROTECTION CALCULATION #1 uunruIMIrtMn1 I SLOPE DOWN 1 I l I I I I I I r J EAVE FIGURE 22C 2 ROW PROTECTION CALCULATION #2 I I I I I I I I I FIGURE 22: HYDRAULIC CALCULATIONS REQUIRED FOR DRY SYSTEM SINGLE SLOPE DESIGN Li NOV 2011 REV.A Page 19of29 GFS-650 I I I I I I I I I I I I I I I I I I I HYDRAULIC DESIGN SINGLE SLOPE ROOF WITH HIP CALCULATION PROCEDURE SINGLE SLOPE ROOF CALCULATION - WET SYSTEM I Row Protection Calculate the 5 most hydraulically demanding contiguous DS sprinklers located along the high point plus the 2 most demanding sprinklers along the hip line. See Figure 23A. Minimum sprinkler flow is 20 gpm per sprinkler. 2 Row Protection The following 3 sets of calculations shall be performed: Calculation #1: Calculate the 3 most hydraulically demanding contiguous DS sprinklers located along the high point (peak) plus the 2 most demanding sprinklers along the hip line. See Figure 23B. Calculation #2: Calculate the most hydraulically demanding 5 contiguous sprinklers along the high point. See Figure 23C. Calculation #3: Calculate all sprinklers within the shaded corner Hip area as shown. See Figure 23D. Minimum sprinkler flow is 20 gpm per sprinkler. Note: The "plus 2" most demanding sprinklers along the hip line may vary from that shown in the figures depending on actual piping. Designer may need to investigate multiple options to determine the 2 most demanding sprinklers to incorpo- rate into the calculations. - L HIGH ; _ ,_IPOINT (PEAK) SLOPE - DOWN - I U, jIO I I I $ EAVE FIGURE 23A: I ROW PROTECTION CALCULATION FIGURE 2313: 2 ROW PROTECTION CALCULATION #1 SLOPE - - DOWN I.j • HIGH POINT (PEAK) - - HIGH POINT )PEAK) F D DOWN - IX *t* S&& . . . . I EAVE - - - EAVE FIGURE 23C: 2 ROW PROTECTION CALCULATION #2 FIGURE 23D: 2 ROW PROTECTION CALCULATION #3 FIGURE 23: SINGLE SLOPE DESIGN NOV 2018 REV. A Page 20 of 29 GFS-650 S SLOPE LOP - -DOWN HIGH POINT (PEAK)-- HYDRAULIC DESIGN SINGLE SLOPE ROOF WITH HIP CALCULATION PROCEDURE SINGLE SLOPE ROOF CALCULATION - DRY SYSTEM 1 Row Protection Calculate the 7 most hydraulically demanding contiguous DS sprinklers located along the high point plus the 2 most demanding sprinklers along the hip line. See Figure 24A. Minimum sprinkler flow is 20 gpm per sprinkler. 2 Row Protection The following 2 sets of calculations shall be performed: Calculation #1: Calculate the 7 most hydraulically demanding contiguous DS sprinklers located along the high point (peak) plus the 2 most demanding sprinklers along the hip line. See Figure 24B. Calculation #2: Calculate all sprinklers within the shaded corner Hip area as shown. See Figure 24C. Minimum sprinkler flow is 20 gpm per sprinkler. Note: The plus 2 most demanding sprinklers along the hip line may vary from that shown in the figures depending on actual piping. Designer may need to investigate multiple options to determine the 2 most demanding sprinklers to incorpo- rate into the calculations. a SLOPE a DOWN FIlCH POINT (PEAK) , FI ø,,I U I I I I ;. _______j I I I I U I I I U EASE FIGURE 24A: I ROW PROTECTION CALCULATION FIGURE 2413: 2 ROW PROTECTION CALCULATION #1 - SLOPE - DOWN - HIGH POINT (PEAK) I / - / I a / I I .1 / I / FIGURE 24C: 2 ROW PROTECTION CALCULATION #2 FIGURE 24: SINGLE SLOPE DESIGN NOV 2018 REV A Page 21 of 29 GFS-650 I I I U I I I I I I I I I I I I I I I SLOPE I I I I I I G V , - c=4Aor4B - c:5 36" B I (Use dimension A or B whichever is greater) No additional sprinkler required below, if equal to or less than 48" suspended obstruction. FIGURE 25A FIGURE 25B U Al >< >48" Additional sprinkler required below, if greater than 48" suspended obstruction FIGURE 25C FIGURE 25: SUSPENDED HORIZONTAL OBSTRUCTIONS GL-SS/RE/GL-SS/DS SPRINKLERS I I I H H H I I D I H I H I I I tIIIeliLR1. I The following guidelines outline criteria to minimize critical obstructions to spray pattern development and to maximize effectiveness in achieving control. General Structural trusses and web members are not considered "obstructions" provided a minimum 6" lateral distance from sprinklers to side of truss/web member is maintained. GL-SS/RE and GL-SS/DS sprinklers may be installed directly on maximum nominal 2%" (DN65) pipe without the need for a "Sprig-up'. For pipe larger than 21/2" nominal, see NPFA 13 for Sprig requirements. Sprinklers shall be positioned away from obstructions a minimum distance of Four (4) times the maximum dimension of the obstruction (e.g. Ducts, pipe). This 4X requirement does not apply to truss web members provided the web members do not exceed 6' and the minimum lateral distance of 6" from sprinkler to side of member is maintained. Obstruction criteria is otherwise grouDed into three catego- ries (See Figures 25. 26 and 27) Vertical Obstructions Those obstructions which run vertically through the attic. These may consist of fireplace flues, walls, vents, stacks, etc. These obstructions will typically run up to or penetrate the roof deck. Suspended Horizontal Obstructions Those obstructions which are typically "suspended" within the attic space itself and run horizontally. These obstructions will have clearance over and under the obstruction to allow discharge of water around the obstruction. These obstructions may consist of ductwork; walkways; etc. Horizontal obstructions located within 1-0" vertically of the bottom chords or ceiling joists are not considered Suspended" Horizontal Obstructions. Obstructions at Upper Deck Those obstructions which are either attached directly to the roof deck or to the top chords/joists of the roof framing in a manner that little to no discharge of water can pass/clear the top of the obstruction. These obstructions can have an impact on the upper portion of the spray pattern from sprinklers. PLAN VIEW 48" Width GL-SS/RE/GL-SS/DS C=4Aor4B B (Use dimension A or B whichever is greater) Should the sprinkler not be able to be located a distance of 4X away from obstruction, an additional Sprinkler must be installed on the opposite side of the obstruction within 1-0" from the opposite side of the obstruction. FIGURE 26: VERTICAL OBSTRUCTIONS GL-SS/RE/GL-SS/DS SPRINKLERS NOV 2018 REV.A Page 22 of 29 GFS-650 I I 1 I I I OBSTRUCTIONS GL-SS/RE SPRINKLER * I I DISTANCE FROM MAXIMUM ALLOWABLE DISTANCE OF SPRKR. TO SIDE OF DEFLECTOR ABOVE OBSTRUCTION BOTTOM OF OBSTRUCTION (C) inches (metric) (A) inches (mm) Less than 1 ft. 6 in. NOT ALLOWED (457mm) 1 ft. 6 in. (457mm) to less 1 in (25) than 3 ft. Din. (914mm) 3 ft. Din. (914mm) to le 3 in. (76) than 4 ft. Din. (1.2m) 4 ft. Din. (1.2m) to less 5 in (127) than 4 ft. 6 in. (I.4m) 4 ft. 6 in. (1.4m) to less 7 in. (178) than 6 ft. 0 in. (1.8m) 6 ft. 0 in. (1.8m( to less 9 in. (229) than 6 ft. 6 in. (2m) 6 ft. 6 in. (2m) to less than 11 in (279) 76. Din. (2.1m) 76. On. (2.l m) to less 14 in (356) than 8 ft. 0 in. (2.4m) 8 ft. Din. (2.4m) to less 15 in. (381) than 8 ft. 6 in. (2.6m) 8 ft. 6 in. (2.6m) to less 17 in (432) than 9 ft. 0 in. (2.7m) *Minimum 3% clear space needed for unimpeded hot gas flow FIGURE 27: OBSTRUCTIONS AT UPPER DECK GL-SS/RE SPRINKLER I I NOV 2018 REV.A Page 23 of 29 GFS-650 I I I I I I I I I I OBSTRUCTIONS GL-SS/DS SPRINKLER C, 0 DISTANCE FROM MAXIMUM ALLOWABLE DISTANCE OF SPRKR TO SIDE OF DEFLECTOR ABOVE BOTTOM OF OBSTRUCTION OBSTRUCTION - (A) inches (mm) (C) feet (m) Less than 8 ft. NOT ALLOWED 8 ft. (2.4) to less than 1 in. (25) 10 ft. (3) lOft. (3.0) to less than 2in. (51) lift. (33) 11 ft. (3.3)10 less than 3 In. (76) 12 ft. (3.7) 12 ft. (3.7) to less than 41n 102 l3 ft. (4) 13 ft. (4) to less than 6in.( 152 14 ft. (4.3) 14 ft. (4.3) to less than 7 In. (178) 15 ft. (4.6) 15 ft. (4.6) to less than 9 In. (229) 16 ft. (4.9) 16 ft. (4.9) to less than II In. (279) 17 ft (5.2) 17 ft. (5.2) or greater 14 in. (356) FIGURE 28: OBSTRUCTIONS AT UPPER DECK GL-SS/DS SPRINKLER NOV 2018 REV A Page 24 of 29 GFS-650 OBSTRUCTIONS PIGGYBACK TRUSSES When trusses are stacked (Piggyback") at the peak, con- sideration to obstructions to the spray pattern of the Globe RE sprinklers must be made. These "Piggyback" configura- tions will typically include 2X "Stiffeners" running perpen- dicular to the trusses. Additionally, these "stiffeners" will be sandwiched between the uppermost and lowermost hori- zontal chords of the two stacked trusses. In the event that all members are above the level of the GL-SS/RE deflector, no obstruction exists to the GL-SS/RE spray pattern. See Figures 29 and 30. I[ TIFFENERS • DEFLECTOR SPRINKLER FIGURE 29: DEFLECTOR COMPLETELY BELOW STIFFENERS AND HORIZONTAL WEB MEMBERS (NO OBSTRUCTION) In the event that the GL-SS/RE Deflector is located com- pletely above the stiffeners and horizontal web members, the parameters of Figure 28 must be met for the spray pat- tern to be considered unobstructed. 70% MINUMUM _.. rSTIFFENERS OPEN AREA GL-SS/RE SPRINKLER 7 MAX. MINL . FIGURE 30: DEFLECTOR ABOVE STIFFENERS AND HORIZONTAL WEB MEMBERS (NO OBSTRUCTION) NOV 2018 REV. A Page 25 of 29 GFS-650 CPVC GUIDELINES I I USE OF UL LISTED CPVC PIPING WITH GLOBE SPECIFIC APPLICATION ATTIC SPRINKLERS (Wet Systems Only) UL Listed CPVC piping may be used in a combustible con- cealed attic space requiring sprinklers when installed in accordance with the following guidelines. For clarity, the following guidlines reference both "Ridgeline/Downslope" areas as well as 'Hip areas. Refer to Figure 1 on page 1 for explanation of these areas. Notice: Where the use of non-combustible insulation is specified, verify with the insulation manufacturer as to the non-combustibility of the insulation. The non-combustible insulation (fiberglass) may be faced or unfaced. Where faced, the facing need not be non- combustible. The insulation is to have a flame spread index of not more than 25. Verify chemical compatibility of the insulation with the UL Listed CPVC by consulting the CPVC Manufacturer's literature. CPVC AT BOTTOM CHORDS TO FEED CEILING SPRINKLERS BELOW UL Listed CPVC may be used to feed the wet system ceiling sprinklers on the floor below when adhering to the following guidelines: (See Figure 31) There must be 6 in. (152.4 mm) of non-combustible insulation covering the horizontal or vertical pipe extending 12 in. (304.8 mm) on each side away from the centerline of the pipe. Refer to Figure 29A. The area above the pipe must be protected with Globe GL-SS/RE and GL-SS/DS Special Application Attic Sprinklers. If the pipe is located inside the ceiling joist, the joist channel must be covered or filled with 6 in. (152.4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by Globe GL-SS/RE and/or GL-SS/DS Sprinklers. Refer to Figure 29B. Insulation is for fire protection purposes. It is not freeze protection. CPVC must be installed in accordance with the CPVC Manufacturer's installation guide instructions. 12" ' 12" , l{ MIN. 'I MIN. 1 ATTIC SPRINKLER NON COMBUSTIBLE PROTECTED SPACE INSULATION _____ JoISTj \ — PIPE&FrrTINGS CEILING PENDENT SPRINKLER FIGURE 31A ATTIC SPRINKLER NON COMBUSTIBLE PROTECTED SPACE INSULATION N \ç)ç)ocr. r ' ( ic. JOIST \ PIPE & CPVC FINGS CEILING PENDENT SPRINKLER FIGURE 31B FIGURE 31: NON-COMBUSTIBLE INSULATION FOR THE PROTECTION OF CPVC PIPE I I I I ri I E I I I NOV 2018 REV.A Page 26of29 I I I I I GFS-650 I I USE OF UL LISTED CPVC PIPING WITH GLOBE SPECIFIC APPLICATION ATTIC I SPRINKLERS (CONTINUED) (Wet systems only) CPVC AT RIDGELINE/DOWNSLOPE AREAS ONLY UL Listed CPVC Pipe and Fittings may be used to feed the GL-SS/RE and GL-SS/DS sprinklers protecting the attic space when adhering to the following guidelines: (See Figure 32) Wet Systems only I . Risers are vertical and protected by GL-SS/RE or GL-SS/DS Sprinklers located at a maximum lateral distance of 12 in. (304.8 mm) from the riser centerline. GL-SS/RE or GL-SS/DS Sprinklers are directly mounted on the branchline. I . GL-SS/RE or GL-SS/DS Sprinklers are on arm-overs and located at a maximum lateral distance of 6 in. (152.4 mm) from the branchline centerline. GL-SS/RE or GL-SS/DS Sprinklers are on vertical sprigs attached to the branchline. I I I, 1'-0 I (.3m)I MAX. I GL-SS/RE or GL-SS/DS SPRINKLER I Q. Z I <z CPVCI CPVC I - VERTICAL U Z RISER S FIGURE 32B VERTICAL RISER SPRIG UP 6' (150mm) MAX. GL-SS/RE or GL-SS/DS SPRINKLER I cpvc FIGURE 32C DIRECT MOUNT ARM-OVER I I I I I GL-SS/RE or GL-SS/DS I I SPRINKLER DIRECTLY MOUNTED cpvc cvc VERTICAL RISER Uj FIGURE 32A VERTICAL RISER DIRECT MOUNT I I I 6(150mm) 6' (150mm) MAX. MAX. GL-SS/RE or GL-SS/RE or GL-SS/DS GL-SS/DS SPRINKLER SPRINKLER CL Z CPVC 6" 150mm) MAX. GL-SS/RE or j GL-SS/DS SPRINKLER I a.t1 0 FIGURE 32D FIGURE 32E FIGURE 32F ANGLED SPRIG ARM OVER SPRIG VERTICAL SPRIG WITH SWING JOINT FIGURE 32: CPVC ALLOWANCE GUIDELINES WET SYSTEMS ONLY (DIRECTLY FEEDING GL-SS/RE I GL-SS/DS SPRINKLERS) NOV 2011 REV. A Page 27 of 29 GFS-650 I I I I I I GL SS/RE or GL SS DS SPRINKLER I ALLOWED EXPOSED EXPOSED CPVC CPVC SPRIG UJ PIPE & FITTINGS >- NON COMBUSTIBLE INSULATION \ (NOT INTENDED FOR FREEZE PROTECTION) . \16 JOIST CEILING FIGURE 34A VERTICAL SPRIG GL-SSIRE SPRINKLER ALLOWED EXPOSED \\ CPVC CPVC SPRIG \j \\ PIPE & FITTINGS cn 0— NON COMBUSTIBLE INSULATION \ (NOT INTENDED FOR .\ FREEZE PROTECTION) \) JOIST CEILING FIGURE 34B ANGLED SPRIG FIGURE 34: EXPOSED CPVC AT HIP ROOF AREAS (HORIZONTAL BRANCHLINE WITHIN JOISTS) WET SYSTEMS ONLY I I I I I I I I CPVC GUIDELINES CPVC AT HIP AREAS Listed CPVC may be used to feed the GL-SS/RE and GL-SS/DS sprinklers protecting the Hip areas when adher- ing to the following guidelines: Wet systems only When the horizontal branchline piping feeding sprinklers within the hip roof areas is run over the bottom chords of the trusses, it shall be covered with a minimum of 6 in. (152.4 mm) in depth of non-combustible insulation (See Figure 33). This insulation must extend nominally 12 in. (304.8 mm) on each side away from the centerline of the CPVC branchline. Insulation is for fire protection purposes. It is not freeze protection. When the horizontal CPVC branchline piping feeding the sprinklers within the hip roof areas is located within the ceiling joist, the joist channel must be covered or filled with a minimum of 6 in (152.4 mm) depth of noncombustible insulation on top of the branchline feeding the sprigs (See Figure 34). Insulation is for fire protection purposes. It is not freeze protection. A minimum lateral distance of 18 in (450 mm) is maintained between the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps. * The sprinklers (RE or DS) may be fed by exposed vertical sprigs directly to a sprinkler or exposed angled sprigs directly to a sprinkler provided: —Vertical sprigs have no maximum exposed length, the RE or DS Sprinkler is located at a maximum lateral distance of 12 in (3304.8 mm) from the sprig centerline. —Angled sprigs with a maximum exposed length of 3 ft. (0.9 m). GL-SSIRE or GL-SS/RE or GL-SS/DS SPRINKLER SPRINKLER CPVC ALLOWED EXPOSED CPVC ALLOWED EXPOSED CPVC SPRIG W PIPE & FITTINGS CPVC SPRIG .\ \\ PIPE & FITTINGS NON COMBUSTIBLE ZI NON COMBUSTIBLE INSULATION N I (NOT INTENDED FOR INSULATION (NOT INTENDED .. FREEZE PROTECTION) F FREEZE PROTECTION) 12' 12 MI MIN JOIST .. I 12" 12 JOIST1 MIN. CEILING FIGURE 33A FIGURE 33B VERTICAL SPRIG ANGLED SPRIG FIGURE 33: EXPOSED CPVC AT HIP ROOF AREAS (HORIZONTAL BRANCHLINE OVER JOISTS) WET SYSTEMS ONLY NOV 2018 REV A Page 28of29 I I I I I I I GFS-650 I ORDERING INFORMATION SPECIFY Quantity Model • SIN • Part Number GL-SS/RE.... GL5620.... 562020001 GL-SS/DS.... GL5621 . . . . 562120001 Quantity - Wrenches - P/N 325390 I I I I I I I I I I GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 Airpark Dr. Standish, Ml 48658 • 989-846-4583 • www.globesprinkler.com Technical Support• 989-414-2600• techservicegIobesprinkIer.com 4) NOV 2011 REV, A Page 29 of 29 GFS-650 I I I I I I 4077 Airpark Dr. Standish, Ml 48658 • 989-846-4583 .globesprinkIer.com Technical Support 989-414-2600 •techseMcegiobesprinkier.com SPECIAL APPLICATION ATTIC SPRINKLERS UTILIZING DUAL DIRECTIONAL GL-S S/B B SPRINKLERS AT THE GABLE/PEAK I I GENERAL DESCRIPTION The Globe Specific Application Attic Protection Scheme, utilizing Dual Directional GL-SS/BB sprinklers at the Gable/ Peak, has undergone full scale fire testing with Underwrit- ers Laboratories and is Listed to be utilized per NFPA 13 in conformance with the New Technology and Equivalency Sections as well as the Special Sprinkler Section. The Globe Specific Application Attic Protection Scheme has been engineered to consider most construction condi- tions typically found in the attic built environment. The positioning and use of these sprinklers in conjunction with each other, and their complimentary effects on fire control has been carefully considered for sloped attic spaces, with exposed upper structural members creating "channels" as well as with upper roof surfaces without channels (i.e. non- combustibe insulation filled channels creating a flat sloped surface). Consequently, the required numberof sprinklers to calculate and system demand is drastically reduced from that seen with standard protection schemes. The Globe Specific Application Attic Protection Scheme, utilizing Dual Directional GL-SS/BB sprinklers at the Gable/ Peak, employs three specifically listed sprinklers, each with a fixed flow and pressure requirement. The "Area! Density' allowances of NFPA 13 do not apply. Moreover, as a fixed flow and pressure sprinkler which has been full scale fire tested in its intended installed environment, the slope ceiling penalty of "Area/Density" sprinklers per the prescriptive requirements of NFPA 13 does not apply. The Globe Attic Protection Scheme, utilizing Dual Direc- tional GL-SS/BB sprinklers at the Gable/Peak, requires identifying separate "spaces/ areas" within an attic as "Gable", "Eave", "Single Slope" and "Hip". See FIGURE 1 for a reference to identify these areas and refer to FIGURE 5 through FIGURE 8 for clarification of how these areas may be protected. Refer to FIGURE 9 through FIGURE 16 for detailed sprinkler layout rules for each scenario. Refer to FIGURE 18 through FIGURE 27 for hydraulic design requirements —cç1 MODEL GL-SS/BB79 GL8123 - MODEL GL-SS/GAP MODEL GL-SS/DS GL5623 GL5621 SYSTEM CRITERIA SLOPE See TABLE l SPAN Maximum 60 ft- with MODEL GL-SS/BB sprinklers only Maximum 84 ft - with MODEL GL-SS/BB and Model GL- SS/GAP sprinklers located at the eave. TOTAL SYSTEM DEMAND See Hydraulic Calculation section for details SYSTEM TYPE Wet type system CPVC installation allowed for wet system only. Dry type system 60 second fluid delivery time ATTIC CEILING CONFIGURATION Exposed Upper Structural Members Non-Combustible Insulation Filled Channels Flat Sloped Upper Surfaces HAZARD Light Hazard, combustible and non-combustible sloped attic spaces, including wood joist/rafters and wood trussed attics with a ceiling below. L [1 I I I I I AUG 2019 Page 1of33 I I I I I I I GFS-655 SPRINKLER TECHNICAL DATA Approvals cULus specific application attic sprinkler protection scheme Maximum Working Pressure 175 psi (12 bar) Temperature Rating for All Sprinklers 200°F (93.3°C) Materials of Construction See FIGURE 3 Response Type for All Sprinklers Quick Response 3W 1% 83mm 44mm T T _ 70mm 70mm I _ I GL-SS/BB 1%" 44mm 21A 27mm GL-SS/GAP 2 - - 21 51mm 70mm I \-'~~T 70mm 70mm I GL-SS/DS FIGURE 2: ATTIC SPRINKLER DIMENSIONS AUG 2019 __ 2D *Approved with and without 8 7 lodgement 5 spring GL-SS/1313 GL-SS/DS FIGURE 3: ATTIC SPRINKLER MATERIALS Page 2 of 33 GFS-655 I I L I I I I I I I I I I I I I I I I ITEM NO DESCRIPTION MATERIAL 1 DEFLECTOR Brass 2 FRAME Brass 3 GL-SS/GAP COMPRESSION SCREW Brass 4 BULB Glass 3mm diameter 5 BULB SEAT Bronze 6 BULB SEAT Brass 7 BELLEVILLE SPRING Beryllium Nickel/TEFLON 8 LODGEMENT SPRING Stainless Steel SPRINKLER IDENTIFY AREAS OF THE ATTIC Identify each space in your attic as a Gable area, a Hip area or a Single Slope area. Refer to FIGURE 1 and FIGURE 5 through FIGURE 8 to choose the appropriate use of sprinklers for your application. GABLE/PEAK and EAVE AREAS The areas in which the MODEL GL-SS/BB can be used are areas of the attic space where the roof joists/ trusses run perpendicular to the ridgeline. In the areas where the structure is perpendicular to the ridgeline and the attic span is in both directions of the ridgeline the MODEL GL-SS/BB shall be used. In each of the areas being protected with the MODEL GL-SS/BB sprinklers, identify the pitch/slope of the roof in that area. Ensure that the correct MODEL GL-SS/BB is chosen from the TABLE 1 based on the pitch/slope. The span must be identified in the area being protected by the MODEL GL-SS/BB. If the total span of the attic is over 60 ft, a row of MODEL GL-SS/GAP sprinklers must be located near the eave in accordance with FIGURE 5 Option 2 and the layout rules must be in accordance with FIGURE 9 and FIGURE 10. SINGLE SLOPE AREAS Single Slope areas are similar to the Gable/ Peak areas, except a vertical wall or obstruction impeade the flow of SELECTION hot gasses to the apex or is located directly at the apex of the attic space. When the hot gasses hit a vertical obstruction the gasses keep much of thier velocity and tend to travel along the ridgeline. In a true gable with an apex and sloped ceiling on both sides, the hot gasses tend to run up one side of the gable roof and partly down the other section. This decreases the velocity of the gasses running along the gable section. Ensure the spacing rules are followed in accordance with FIGURE 11. UNDER-HIP AREAS With Hip areas the important features to identify in the under-hip areas are the structurial members. It is important to identify if the structural members run parallel to the slope or perpendicular to the slope ("Step Down" trusses). If the structural members run parallel to the slope, use FIGURE 13 or FIGURE 14. If the structural members are "Step Down" trusses framed into "Jack" trusses use FIGURE 12. ADJACENT-HIP AREAS" In the Ajdacent-HIP areas, either the MODEL GL-SS/ GAP or the MODEL GL-SS/DS sprinklers can be used. If using MODEL GL-SS/DS refer to FIGURE 15 and if using MODEL GL-SS/GAP refer to FIGURE 16. I I I I I I I I TABLE 1: SPRINKLER SELECTION CRITERIA SPRINKLER MODEL SIN AREA OF USE K FACTOR SPAN ROOF PITCH BB46 GL8122 RIDGE/GABLE 8.0 MAX 60 ft 4:1210 less than 7:12 BB46 and GL8122/ RIDGE/GABLE and 8.0/ MAX 84 ft 4.12 to less than 7.12 GAP GL5623 at EAVE 5.6 BB79 GL8123 RIDGE/GABLE 8.0 MAX 60 ft 7:12 to less than 10:12 BB79 and GL8123/ RIDGE/GABLE and 8.0/ MAX 84 ft 7.12 to less than 10.12 GAP GL5623 at EAVE 5.6 BB1012 GL8124 RIDGE/GABLE 8.0 MAX 60 ft 10:12 to 12:12 BB1012 and GL8124/ RIDGE/GABLE and 8.0/ MAX 84 ft 10.1210 12.12 GAP GL5623 at EAVE 5.6 GAP GL5623 EAVE/HIP 5.6 NA SEE LAYOUT CRITERIA DS GL5621 HIP/SINGLE SLOPE 5.6 NA SEE LAYOUT CRITERIA SPRINKLER SPACING SPRINKLER SPACING MEASURED HORIZONTALLY __- MEASURED HORIZONTALLY I FROM THIS POI F I FROMTHISPOINT OR EAVE VENTING ~.ko ON COMBUSTIBLE _F INSULATION BOTTOM CHORD FIGURE 4A FIGURE 4B FIGURE 4:SPAN MEASUREMENT/SPRINKLER SPACING LOCATIONS AUG 2019 Page 3 of 33 GFS-655 I I I E I I I I I I I SPRINKLER SELECTION GABLE STYLE ROOF OPTION 1: GL-SS/BB SPRINKLERS ONLY AT GABLE/PEAK When utilizing this option, Model GL-SS/BB sprinklers are used to protect the entire width of the attic space. EAVE The span of the attic is measured along the floor (or ceiling of floor below) of the attic space from the peak to TRUSS MEMBERS MUST BE PARALLEL WTH DIRECTION the intersection of the top chord and bottom chord of the OF THROW OF GL-SS/BB roof trusses. See FIGURE 5a and FIGURE 5b. The span SPRINKLERS O N is twice the longer of the two measured half spans The maximum span that can be protected by a single line of GL-SS/BB sprinklers at the peak is 60 ft. See minimum required flow rates and pressures for * + 4RIDGELINE spans up to 40 ft. and spans over 40 ft. and up to 60 ft is shown in TABLE 2 of this data sheet See FIGURE 9 for detailed layout criteria. IL 0 :9 00 FIGURE 5A GABLE STYLE ROOF OPTION 2: GL-SS/BB SPRINKLERS AND GL-SS/GAP SPRINKLERS ADJACENT . . This option utilizes the GL-SS/BB sprinklers at the - Gable/Peak and GL-SS/GAP sprinklers at the eave areas. With this option, a maximum total span of 84 ft. can be achieved. The GL-SS/BB may cover a maximum horizontal span of 60 ft. as stated in Option 1 above. GL- SS/GAP sprinklers may be used in conjunction with the GL-SS/BB sprinklers to achieve up to an additional 12 ft. measured horizontally to each eave. It should be noted that the "zone of coverage" for the "GAP" sprinklers is RIDGELINE _4 + 4 4 only measured from the centerline of the sprinkler to the eave. No credit for coverage "upslope" can be assumed. See FIGURE 9 and FIGURE 10 for detailed layout TRUSS MEMBERS MUST BE 2 criteria. PARALLEL VOTH DIRECTION OF THROW OF GL-SS 0 0 SPRINKLERS . * - '2/7 GL-SS/BB ', -AVE X. $= GL-SS/GAP FIGURE 5113 FIGURE 5: PROTECTION OPTIONS AUG 2019 Page 4 of 33 GFS-655 H I I I I I H I I I I I I I I I I I LI EAVE I I SLOPE DOWN SLPE DOW ON - .._. HIGH POINT —E...I /c T EAVE I I I I SPRINKLER SELECTION SINGLE SLOPE ROOF OPTION 1: GL-SS/DS SPRINKLERS AT THE HIGHPOINT ONLY When utilizing this option, Model GL-SS/DS sprinklers are used to protect the entire width of the attic space from the eave to the vertical barrier of the single slope. The span of the attic is measured along the floor (or ceiling of floor below) of the attic space from the peak/ vertical barrier to the intersection of the top chord and bottom chord of the roof trusses. See FIGURE 4a and FIGURE 4b. The maximum span that can be protected by a single line of GL-SS/DS sprinklers at the peak is 16 ft + (depending on sprinkler placement). See FIGURE hA and FIGURE 11B for detailed sprinkler layout criteria. SINGLE SLOPE ROOF OPTION 2: GL-SS/DS SPRINKLERS AT THE HIGH POINT AND DOWNSLOPE When utilizing this option, Model GL-SS/DS sprinklers are used to protect the entire width of the attic space from the eave to the vertical barrier of the single slope. The span of the attic is measured along the floor (or ceiling of floor below) of the attic space from the peak to the intersection of the top chord and bottom chord of the roof trusses. See FIGURE 4a and FIGURE 4b. The maximum span that can be protected by a single line of GL-SS/DS sprinklers at the peak is 32 ft + (depending on sprinkler placement). See FIGURE 11A and FIGURE 1IC for detailed sprinkler layout criteria. L 1 I = GL-SS/DS FIGURE 6: SINGLE SLOPE PROTECTION OPTIONS AUG 2019 Page 5of33 I I I 1 I I GFS-655 I I I SPRINKLER SELECTION I I I I UNDER-HIP LAYOUT OPTION 1: UNDER-HIP LAYOUT OPTION GL-SS/GAP SPRINKLERS ONLY When utilizing this option, Model GL-SS/GAP sprinklers are used to protect the entire area between the hip rafters. This option may be used when the framing under the hip roof consists of stepdown hip trusses running perpendicular to the slope in conjuction with jack trusses near the eave. See FIGURE 12 for detailed layout criteria. I I UNDER-HIP LAYOUT OPTION 2: UNDER-HIP LAYOUT OPTION USING GL-SS/GAP SPRIN- KLERS OR USING GL-SS/DS SPRINKLERS When the framing runs parallel to the slope of the hip, forming a 90 degree intersection at the hip rafter, either Model GL-SS/DS in accordance with FIGURE 13 or Model GL-SS/GAP in accordance with FIGURE 14 may be utilized. *= GL-SS/GAP = GL-SS/DS FIGURE 7: UNDER-HIP PROTECTION OPTIONS AUG 2019 Page 6 of 33 GFS-655 I I I I I I I I Li SPRINKLER SELECTION ADJACENT HIP LAYOUT OPTION 1: GL-SS/DS SPRINKLERS ONLY When utilizing this option, Model GL-SS/DS sprinklers are used to protect the section of the attic space adjacent to the HIP area. See FIGURE 15 for detailed layout criteria. ADJACENT HIP LAYOUT OPTION 2: GL-SS/GAP SPRINKLERS ONLY When utilizing this option, Model GL-SS/GAP sprinklers are used to protect the section of the attic space adjacent to the HIP area. See FIGURE 16 for detailed layout criteria. *= GL-SS/GAP = GL-SS/DS FIGURE 8: ADJACENT HIP PROTECTION OPTIONS AUG 2019 Page 7 of 33 GFS-655 ROOF SLOPE DOWN TRUSS MEMBERSIMUST BE PAALLELTH DIRECTION..................... OF THROW OF GL-SS/BR SPRINKLERS................ 6MAX ,. I LAYOUT CRITERIA - GABLE SPRINKLER MODEL - When a GL-SS/BB sprinkler is installed under a GL-SS/BB horizontal Ridge, the deflector is to be positioned parallel FLOW RATE with the floor/ceiling below. (Regardless of allowed offset from directly below ridge) Maximum for GL-SS/BB sprinkler to is 60 ft span cover . :5 40 ft. span: 24 gpm • >40 ft. up to and including 60 ft. span 38 gpm wide attic. DISTANCE BETWEEN SPRINKLERS ALONG RIDGE Sprinklers must be installed with the frame arms perpendicular to the trusses. . Minimum 4 ft. Maximum 6 ft. A minimum of 6" must be kept from the sprinkler and the DEFLECTOR DISTANCE BELOW CEILING lateral face of any truss. (see FIGURE 28). Minimum 16 in. For obstruction criteria, see Obstruction section within . Maximum 24 in. this data sheet. Minimum lateral distance from GL-SS/BB and GL-SS/ LATERAL MAXIMUM DISTANCE FROM PEAK GAP is 6 ft. 6 in. Minimum lateral distance from GL-SS/BB and GL-SS/DS DISTANCE FROM HIP APEX or WALL is 4 ft. Maximum 3 ft. When installed under a flat sloped ceiling INSTALLATION (noncombustible insulation filled joist channels) When installed for Peak protection, the GL-SS/BB maximum deflector to ceiling distance is measured to the bottom of the insulation. Sprinkler has a zone of protection of 60 ft. wide (as measured horizontally) across the ridgeline. The HYDRAULIC CALCULATIONS maximum zone of protection on either side of the See Hydraulic Design Section ridgeline is 30 ft. (as measured horizontally). The zone of protection along the ridgeline is 6 ft. per GL-SS/BB sprinkler. (3 ft. to either side) W Z -J w 0 In 3O MAX. 30 MAX. I I I I I I I I I Note: If a flat sloped ceiling is present utilizing non combustible insulation, the insulation must com- pletely fill the pockets between the joists, and the insulation must be secured in place with metal wire netting or equivalent. The metal wire netting is in- tended to hold the insulation in place should the insulation become wetted by the operation of the sprinkler Attic sprinklers have not been evaluated for use with spray foam insulation. = MODEL GL-SS/BB I FIGURE 9: GABLE LAYOUT CRITERIA AUG 2019 Page 8 of 33 GFS-655 LAYOUT CRITERIA - EAVE SPRINKLER MODEL the sprinkler). There is no zone of protection allowance GL-SS/GAP "upsiope" of the GL-SS/GAP sprinklers when used FLOW RATE along eaves in conjunction with the GL-SS/BB sprinklers upsiope. 20 gpm • Ensure that the sprinkler is installed with the deflector DISTANCE BETWEEN SPRINKLERS PERPENDICULAR parallel to the sloped roof above. TO SLOPE 1,1.-... . ..-. I...-. -' . ... " I...4.......Il.. ..,ellLeituIie 1)1 )IiUr,.IeI IItUL we d IIIIIIIITIUIII .)I U ILldIl * Minimum 6 ft from face of truss (See FIGURE 28). Maximum 8 f Must be offset at least one channel laterally from any DISTANCE TO ATTIC EAVE upslope sprinkler. Minimum 4 ft Sprinklers must be installed with the frame arms Maximum 12 ft perpendicular to the roof slope. MINIMUM DISTANCE FROM GL-SS/BB SPRINKLER For obstruction criteria, see Obstruction section within (measured along the slope) this data sheet. Minimum 21 ft (Located in Adjacent Channel) When installed under a flat sloped ceiling (noncombustible insulation filled joist channels), DEFLECTOR DISTANCE BELOW CEILING maximum deflector to ceiling distance is the same as Maximum 2' below bottom of top chord maximum distance below bottom of top chord. Distance INSTALLATION to be measured to bottom of insulation. When installed for Eave protection, the GL-SS/GAP HYDRAULIC CALCULATIONS Sprinkler has a zone of protection of 12 ft. in the See Hydraulic Design Section downslope direction to the eave (measured on the horizontal) and 8 ft. wide (4 ft. laterally to either side of 'LI Z —I 'LI 0 12' MAX. 30' MAX. 30' MAX. L, 12' MAX. ROOF SLOPE ROOF SLOPE DOWN I DOWN U U I I L L U I U I I I Note: If a flat sloped ceiling is present utilizing non com- bustible insulation, the insulation must completely fill the pockets between the joists, and the insulation must be secured in place with metal wire netting or equiva- lent. The metal wire netting is intended to hold the in- sulation in place should the insulation become wetted by the operation of the sprinkler Attic sprinklers have not been evaluated for use with spray foam insulation. FIGURE 10: EAVE LAYOUT CRITERIA AUG 2019 Page 9 of 33 GFS-655 4= GL-SS/GAP I I I FIGURE IIC 2 ROW DS SPRINKLER (HIP SHOWN AT CORNER) FIGURE IIB I ROW DS SPRINKLER (HIP SHOWN AT CORNER) LAYOUT CRITERIA -SINGLE SLOPE SPRINKLER MODEL MINIMUM DISTANCE BETWEEN SPRINKLERS GL-SS/DS DOWNSLOPE OF THE GL-SS/DS (throw direction) SLOPE 15 ft. (as measured on the slope) 4:12 Up to and Including 12:12 INSTALLATION FLOW RATE Ensure that the sprinkler deflector is installed with the 20 gpm deflector parallel to the sloped roof above. DEFLECTOR DISTANCE BELOW PEAK Centerline of sprinkler must be a minimum of 6" laterally (See Figure 14A) from face of truss. See FIGURE 28. Minimum 16 in. When two rows of GL-SS/DS sprinklers are utilized, the adjacent rows of sprinklers must be offset at least one Maximum 24 in. channel laterally from each other. DEFLECTOR DISTANCE BELOW SLOPING ROOF Sprinklers must be installed with the frame arms DECK (See Figure 14A) perpendicular to the roof slope. See FIGURE 35. Install with deflector below bottom of top chord to a For obstruction criteria, see Obstruction section within maximum of 2 in. this data sheet. DISTANCE BETWEEN SPRINKLERS PERPENDICULAR When installed under a flat sloped ceiling TO THE SLOPE (noncombustible insulation filled joist channels), * Minimum 4 ft. maximum deflector to ceiling distance is the same as Maximum 8 ft. maximum distance below bottom of top chord. Distance MAXIMUM ALLOWED SPRINKLER THROW to be measured to bottom of Insulation. HYDRAULIC CALCULATIONS (measured horizontally) See Hydraulic Design Section Downslope - 16 ft. U U I L I I I I Note: If a flat sloped ceiling is present utilizing non combus- tible insulation, the insulation must completely fill the pockets between the joists, and the insu- lation must be secured in place with metal wire netting or equiva- lent. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the sprinkler. Attic sprinklers have not been evaluated for use with spray foam insulation. I I I I I "DS" SPRINKLER ALLOWABLE SPRINKLER '-i PLACEMENT ZONE (SHOWN SHADED) TTT---------------------. . BOD (MIN. 1"/MAX. 2 BELOW BOTTOM OF TOP CHORD) FIGURE hA - SECTION VIEW DS SPRINKLER & DEFLECTOR PLACEMENT AT PEAK I U CE .1.. DOWN HIGH POINT (PEAK) ALLOWABLE SP "be AX.: = 10 MAX. EAVE ALL DIMENSIONS MEASURED ON HORIZONTAL PLANE UNLESS NOTED OTHERWISE I FIGURE 11: SINGLE SLOPE SPACING CRITERIA AUG 2111 Page 10 of 33 GFS-655 LAYOUT CRITERIA - UNDER-HIP SPRINKLER: HIP TRUSS/JACK TRUSS CONSTRUCTION I I MODEL GL-SS/GAP FLOW RATE 20gpm DISTANCE BETWEEN SPRINKLERS FIRST ROW FROM EAVE (measured horizontally) Minimum 6 ft Maximum 8 ft DISTANCE BETWEEN SPRINKLERS ALL OTHER ROWS UPSLOPE (measured horizontally) Minimum 6 ft Maximum 12 ft DISTANCE FROM EAVE TO FIRST ROW (measured horizontally) Minimum 5 ft Maximum 12 ft DISTANCE BETWEEN ROWS (measured horizontally) Minimum 6 ft Maximum lOft DEFLECTOR DISTANCE BELOW CEILING Install with deflector below bottom of top chord to a maximum of 2 in. SPRINKLER AT APEX An GL-SS/GAP Sprinkler must be installed between 1 ft. to 5 ft. down from the intersection of the ridgeline and hip lines (Apex) SPRINKLERS ADJACENT TO HIP LINE All GL-SS/GAP Sprinklers directly adjacent to hip line shall be 1 ft. to 3 ft. from hip line (as measured perpendicular to hip line) INSTALLATION Ensure that the sprinkler is installed with the deflector parallel to the sloped roof above. Sprinklers must be installed with the frame arms perpendicular to the roof slope (see FIGURE 35). When installed under a flat sloped ceiling (noncombustible insulation filled joist channels), maximum deflector to ceiling distance is the same as maximum distance below bottom of top chord. Distance to be measured to bottom of Insulation. HYDRAULIC CALCULATIONS See Hydraulic Design Section I H I I I I W MAX. 2 MAX. MIN. 12' DEEP DRAFT STOP REQUIRED AT HIP' TRUSS ONLY IF 1ST ROW IS BELOW HIP TRUSS (BETWEEN EAVE & 1ST HIP TRUSS) 5 MAX. 1 MIN. 10 MAX. B, MAX. 12' MAX. 4' MIN. MAX. 6' MIN. REQUIRED SPACING FOR 1ST ROW FROM EAVE ONLY (REGARDLESS OF FRAMING DIRECTION) ote: If a flat sloped ceiling is present Utilizing non combus- tible insulation, the insulation must completely fill the pock- ets between the joists, and the insulation must be secured in place with metal wire netting or equivalent. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the sprinkler Attic sprinklers have not been evaluated for use with spray foam insulation. I I I I = GL.SS!BB 10 = GL-SS!GAP FIGURE 12A:HIP LAYOUT CRITERIA WHEN FIRST ROW OF SPRINKLERS PLACED "WITHIN' JACK TRUSSES I I H I I I I ,L J.B'MAX. 6' MIN. REQUIRED SPACING FOR 1ST ROW FROM EAVE ONLY (REGARDLESS OF FRAMING DIRECTION) FIGURE 126: HIP LAYOUT CRITERIA WHEN FIRST ROW OF SPRINKLERS PLACED "BEYOND" JACK TRUSSES FIGURE 12: HIP LAYOUT CRITERIA - HIP TRUSS! JACK TRUSS CONSTRUCTION UG 2019 - Page 11 of 33 ore: it a nat siopea ceiiing is present utilizing non com- bustible insulation, the insulation must completely fill the pockets between the joists, and the insulation must .... be secured in place with metal wire netting or equiva- lent. The metal wire netting is intended to hold the in- sulation in place should the insulation become wetted by the operation of the sprinkler. Attic sprinklers have not been evaluated for use with spray foam insulation. I / H I I I I I I It I SPRINKLER LAYOUT - UNDER-HIP CRITERIA: I FRAMING MEMBERS PARALLEL TO ROOF SLOPE MODEL INSTALLATION I . GL-SS/DS (GL-SS/GAP @ apex) Ensure that the sprinkler is installed with the deflector FLOW RATE parallel to the sloped roof above 20 gpm Sprinklers must be installed with the frame arms - DISTANCE BETWEEN SPRINKLERS perpendicular to the roof slope (see Figure 4). U Minimum 6 ft For obstruction criteria see Obstruction section within this data sheet. Maximum 8 ft When installed under a flat sloped ceiling DISTANCE FROM EAVE TO FIRST ROW (noncombustible insulation filled joist channels), • (measured horizontally) maximum deflector to ceiling distance is the same as •• Minimum 5 ft maximum distance below bottom of top chord. Distance Maximum 20 ft to be measured to bottom of Insulation. • DEFLECTOR DISTANCE BELOW CEILING HYDRAULIC CALCULATIONS * Install with deflector below bottom of top chord to a See Hydraulic Design Section maximum of 2 in. SPRINKLER AT APEX I . A GL-SS/GAP Sprinkler must be installed between 1 ft. to 5 ft. down from the intersection of the ridgeline and hip lines (Apex) I SPRINKLERS ADJACENT TO HIP LINE All GL-SS/GAP Sprinklers directly adjacent to hip line shall be 1 ft. to 3 ft. from hip line (as measured perpendicular to hip line) I ix . 8MAX., IOMAX. 6 MIN. TYPICAL BELOW ENTIRE HIP ROOF WHEN FRAMING IS PARALLEL TO ROOF SLOPE MODEL GL-SS/DS FIGURE 13: UNDER-HIP LAYOUT CRITERIA FRAMING MEMBERS PARALLEL TO ROOF SLOPE USING GL-SS/DS AUG 2019 Page 12 of 33 GFS-655 I I I I SPRINKLER LAYOUT - UNDER-HIP CRITERIA FRAMING MEMBERS PARALLEL TO ROOF SLOPE MODEL GL-SS/GAP FLOW RATE 20gpm DISTANCE FROM EAVE TO FIRST ROW (measured horizontally) Minimum 5 ft Maximum 12 ft MAXIMUM DISTANCE BETWEEN SPRINKLERS See FIGURE 12 DEFLECTOR DISTANCE BELOW CEILING Install with deflector below bottom of top chord to a maximum of 2' SPRINKLER AT APEX A GL-SS/GAP Sprinkler must be installed between 1 ft. to 5 ft. down from the intersection of the ridgeline and hip lines (Apex) SPRINKLERS ADJACENT TO HIP LINE All GL-SS/GAP Sprinklers directly adjacent to hip line shall be 1 ft. to 3 ft. from hip line (as measured perpendicular to hip line) INSTALLATION * Ensure that the sprinkler is installed with the deflector parallel to the sloped roof above Sprinklers must be installed with the frame arms perpendicular to the roof slope. For obstruction criteria, see Obstruction section within this data sheet. HYDRAULIC CALCULATIONS See Hydraulic Design Section ore: ira nat sio pea ceinng is present uriiizing non com- bustible insulation, the insulation must completely till the pockets between the joists, and the insulation must be secured in place with metal wire netting or equiva- lent. The metal wire netting is intended to hold the in- sulation in place should the insulation become wetted by the operation of the sprinkler Attic sprinklers have not been evaluated for use with spray foam insulation. 8' MAX. 1. L 10' MAX. 6' MIN. I TYPICAL BELOW ENTIRE HIP ROOF WHEN FRAMING IS PARALLEL TO ROOF SLOPE = GL-SS/GAP FIGURE 14: UNDER-HIP LAYOUT CRITERIA FRAMING MEMBERS PARALLEL TO ROOF SLOPE USING G AUG 2019 2019 Page 13 of 33 GFS-655 20' MAX. 6' MIN. Note: it a uat siopeo ceiiing is present utiiizing non com- bustible insulation, the insulation must completely fill the pockets between the joists, and the insulation must be secured in place with metal wire netting or equiva- lent. The metal wire netting is intended to hold the in- sulation in place should the insulation become wetted by the operation of the sprinkler Attic sprinklers have not been evaluated for use with spray foam insulation. MODEL GL-SS/DS FIGURE 15: ADJASCENT HIP LAYOUT CRITERIA USING GL-SS/DS SPRINKLERS I I I I I I I I I I 1 I I I I I I I I SPRINKLER LAYOUT - ADJACENT HIP CRITERIA MODEL INSTALLATION GL-SS/DS Ensure that the sprinkler is installed with the deflector FLOW RATE parallel to the sloped roof above 20 gpm Sprinklers must be installed with the frame arms DISTANCE BETWEEN SPRINKLERS perpendicular to the roof slope (see FIGURE 35). Minimum 6 ft For obstruction criteria, see Obstruction section within this data sheet. Maximum 8 ft HYDRAULIC CALCULATIONS DISTANCE FROM EAVE TO FIRST ROW See Hydraulic Design Section (measured horizontally) Minimum 5 ft Maximum 20 ft DEFLECTOR DISTANCE BELOW CEILING Install with deflector below bottom of top chord to a maximum of 2". SPRINKLERS ADJACENT TO HIP LINE All GL-SS/GAP Sprinklers directly adjacent to hip line shall be 1 ft. to 3 ft. from hip line (as measured perpendicular to hip line) AUG 2019 Page 14 of 33 GFS-655 ADJACENT HIP SPRINKLER LAYOUT CRITERIA MODEL INSTALLATION GL-SS/GAP Ensure that the sprinkler is installed with the deflector FLOW RATE parallel to the sloped roof above 20 gpm . Sprinklers must be installed with the frame arms DISTANCE BETWEEN SPRINKLERS perpendicular to the roof slope (see FIGURE 35). For obstruction criteria see Obstruction section within Minimum 6 ft this data sheet. Maximum 8 ft HYDRAULIC CALCULATIONS DISTANCE FROM EAVE TO FIRST ROW See Hydraulic Design Section (measured horizontally) Minimum 5 ft Maximum 20 ft DEFLECTOR DISTANCE BELOW CEILING Install with deflector below bottom of top chord to a maximum of 2. SPRINKLERS ADJACENT TO HIP LINE All GL-SS/GAP Sprinklers directly adjacent to hip line shall be 1 ft. to 3 ft. from hip line (as measured perpendicular to hip line) Note. It a flat sloped ceiling is present utilizing non com- bustible insulation, the insulation must completely fill the pockets between the joists, and the insulation must be secured in place with metal wire netting or equiva- lent. The metal wire netting is intended to hold the in- sulation in place should the insulation become wetted by the operation of the sprinkler. Attic sprinklers have not been evaluated for use with spray foam insulation. 4 5 $= GL-SS/GAP FIGURE 16: ADJASCENT HIP LAYOUT CRITERIA USING GL-SS/GAP SPRINKLERS AUG 2019 Page 15 of 33 GFS-655 DORMER PROTECTION CRITERIA The protection scheme for dormer roofs shall be in accordance with the following guidelines: Dormers Built Entirely Over (on top) of Main Roof Sheathing -4 Sprinklers or Less GL-SS/1313, GL-SS/GAP, and GL-SS/DS sprinklers allowed (CPVC allowance applies for wet systems only) Standard Spray Sprinklers allowed Dormers Built Entirely Over (on top) of Main Roof Sheathing - More than 4 Sprinklers GL-SS/1313, GL-SS/GAP, and GL-SS/DS Sprinklers allowed- Protection scheme utilized shall be in accordance with this document Standard Spray Sprinklers allowed for any slope Dormers Open to Attic Space Below - 4 Sprinklers or Less GL-SS/BB, GL-SS/GAP, and GL-SS/DS Sprinklers allowed (CPVC allowance applies for wet systems only) Standard Spray Sprinklers allowed Dormers Open to Attic Space Below - More than 4 Sprinklers GL-SS/BB, GL-SS/GAP, and GL-SS/DS Sprinklers allowed. Protection scheme utilized, shall be in accordance with this document Standard Spray Sprinklers allowed but required to calculate Attic in accordance with NFPA 13 (i.e. 2535 sq. ft. for Dry Systems) I I I I I I I I I DORMER OPEN TO ATTIC AREA I NON-CONTINUOUS SHEATHING I I FIGURE 17A DORMER OPEN TO ATTIC SPACE FIGURE 17B DORMER ENTIRELY OVER MAIN ROOF SHEATHING FIGURE 17: DORMERS SECTION VIEW F, I Ll I I AUG 2111 Page 16 of 33 GFS-655 Li HYDRAULIC DESIGN The Globe Specific Application Attic protection scheme shall be hydraulically calculated in accordance with the following guidelines. These calculation guidelines are applicable only to the special Globe Attic Protection scheme utilizing Globe GL-SS/BB, GL-SS/GAP, and GL-SS/DS sprinklers. These requirements are based on special full scale fire testing and in no way should be utilized when designing other than these specially Listed and tested sprinklers for use in sloped com- bustible attic structures. As with Hydraulic Calculations performed in accordance with NFPA 13, multiple areas of piping may need to be investigated and multiple calculations performed should it not be readily obvious of the hydraulically most demanding area due to non-typical pipe layout. GL-SS/BB Minimum Sprinkler Demand- The minimum required flow and pressure is shown below in TABLE 2. The minimum sprinkler demand is dependent on the span that the GL-SS/BB is covering. GL-SS/GAP and GL-SS/DS Minimum Sprinkler Demand- The minimum required sprinkler demand for the GL-SS/GAP, and GL-SS/DS is always 20 gpm and 12.8 psi. I TABLE 2: HYDRAULIC CRITERIA - PRI I R MINIMUM FLOW MINIMUM PRES- MODEL SIN K FACTOR SPAN ROOF PITCH RATE SURE (gpm) (psi) BB46 GL8122 8.0 >40 ft to :560 ft 4:l2to less than 38 22.6 BB46 GL8122 8.0 :540 ft 4:l2to less than 24 9 BB79 GL8123 8.0 >40ftto60ft 7:l2to less than 38 22.6 BB79 GL8123 8.0 :540 ft 7:12 to less than 24 BB1012 GL8124 8.0 >40 ft to :560 ft 10:12t012:12 38 22.6 BB1012 GL8124 8.0 540 ft 10:12t012:12 24 9 GAP GL5623 5.6 NA SEE LAYOUT 20 12.8 CRITERIA I OS GL5621 5.6 NA SEE LAYOUT 20 12.8 CRITERIA I I I I I I H AUG 2019 Page 17 of 33 GFS-655 H I H I I HYDRAULIC CRITERIA GL-SS/BB ONLY OR GL-SS/BB WITH GL-SS/GAP AND/OR GL-SS/DS FOR WETAND DRY SYSTEMS Perform the following calculations: Calculation #1: Calculate the most hydraulically demanding sprinklers consisting of 5 GL-SS/BB and up to a maximum of 2 GL-SS/ GAP or GL-SS/DS sprinklers (if applicable) for wet systems or 7 GL-SS/BB and up to a maximum of 2 GL-SS/GAP or GL-SS/DS sprinklers (if applicable) for dry systems. See FIGURE 18 for wet systems and FIGURE 19 for dry systems. See TABLE 2 for minimum flow and pressure requirements for the specific span, pitch and sprinkler type. Calculation #2: If a HIP is present, find the appropriate figure in the Hydraulic Criteria Section and perform the required calculations. Note: If additional sprinklers are required beyond an obstruction, calculate up to 2 additional sprinklers beyond the obstruction. idw I am H I I I Li I I I I I I . . .... . . . ..... // S S S S S •\\\ I I I I I HIP may or may not be present FIGURE 18:HYDRAULIC CRITERIA GL-SS/BB AND/OR GL-SS/GAP AND/OR GL-SS/DS- WET SYSTEM HIP may or may not be present FIGURE 19:HYDRAULIC CRITERIA GL-SS/BB AND/OR GL-SS/GAP AND/OR GL-SS/DS- DRY SYSTEMS AUG 2111 Page 18 of 33 GFS-655 I I. • • : • I • S S I I = GL-SS/GAP - =GL-SS/DS I L./ \.......................... FIGURE 20A HYDRAULIC CRITERIA FOR HIP WITH HIP TRUSS/JACK TRUSS CONSTRUCTION -WET SYSTEM ONLY I [] I I I When a Hip is included in the design of the attic, there are three calculations required. One calculation for the "Ridge/Hip Transition" area. The second and third calculations determine the pipe sizing for the Hip area itself. For the purposes of these hydraulic calculations the Hip is broken into two areas; the "Lower Hip" area; and the "Upper Hip" area. See above figure. HIP CALCULATION (HIP TRUSS/JACK TRUSS CONSTRUCTION) - WET SYSTEM Calculation #1 - Lower Hip Area Calculate up to the 7 most demanding contiguous sprinklers along the eave. This may include sprinklers on both sides of the hip line as shown. See FIGURE 20A and FIGURE 20B. Minimum sprinkler flow rate is 20 gpm per sprinkler. Calculation #2 - Upper Hip Area If there are 4 sprinklers or less in the shaded area (FIGURE 20A): Calculate up to the 7 most demanding contiguous sprinklers in the "Upper Hip" area. This may include sprinklers on both sides of the hip line as shown. Minimum sprinkler flow rate is 20 gpm per sprinkler. If there are more than 4 sprinklers in the shaded area (FIGURE 20B): Calculate the hydraulically most demanding 75% of the total number of sprinklers located within the "Upper Hip" area, rounding up to the nearest sprinkler. (Minimum number of sprinklers to be calculated is 7) Minimum sprinkler flow rate is 20 gpm per sprinkler. - Example shown in FIGURE 20B results in 12 sprinklers to be calculated. (18 x 0.75 = 12) I I I Li I [1 I FIGURE 20: HYDRAULIC CALCULATIONS REQUIRED FOR HIP - WET SYSTEM (HIP TRUSS/JACK TRUSS CONSTRUCTION) I I AUG 2019 Page 19 of 33 GFS-655 I HYDRAULIC CRITERIA FOR HIP WITH HIP TRUSS/JACK TRUSS CONSTRUCTION - DRY SYSTEM ONLY Calculation #1 - Lower Hip Area Calculate the 8 most demanding contiguous sprinklers along the eave. This may include sprinklers on both sides of the hip line as shown. See FIGURE 21A. Minimum sprinkler flow rate is 20 gpm per sprinkler. Calculation #2 - Upper Hip Area If there are 4 sprinklers or less in the shaded area (FIGURE 21A): * Calculate up to the 8 most demanding contiguous sprinklers in the Upper Hip area. This may include sprinklers on both sides of the hip line as shown. See Figure 18B. Minimum sprinkler flow rate is 20 gpm per sprinkler. If there are more than 4 sprinklers in the shaded area (FIGURE 2113): Calculate all sprinklers in the Upper Hip area. Minimum sprinkler flow rate is 20 gpm per sprinkler. I I I I I I ------------- - lull * I / •N •/ I :': 1'.• ••ti: ' = GL-SS/GAP FIGURE 21 B FIGURE 21A . = GL-SS/DS FIGURE 21: HYDRAULIC CALCULATIONS REQUIRED FOR HIP - DRY SYSTEM (HIP TRUSS/JACK TRUSS CONSTRUCTION) (Examples shown in these figures are for reference only. Actual sprinklers selected based on piping configuration which results in the most demanding hydraulic demand.) I I I I I AUG 2011 Page 20 of 33 GFS-655 I I I I I I HIP CALCULATION GL-SS/GAP SPRINKLERS (FRAMING MEMBERS PARALLEL TO ROOF SLOPE) - WET AND DRY SYSTEM Calculation #1 - Hip Area * Calculate all sprinklers within the hip area shown shaded. See FIGURE 22. Minimum sprinkler flow is 20 gpm per sprinkler. HIP CALCULATION GL-SS/DS SPRINKLERS (FRAMING MEMBERS PARALLEL TO ROOF SLOPE) - WET AND DRY SYSTEM Calculation #1 - Hip Area Calculate all sprinklers within the hip area shown shaded. See FIGURE 22. Minimum sprinkler flow is 20 gpm per sprinkler. AUG 2019 Page 21 of 33 I I I I I I I I I I I I I I I I I I GFS-655 I I HYDRAULIC CRITERIA FOR SINGLE SLOPE WITH GL-SS/DS SPRINKLERS WET SYSTEM ONLY I When a single slope roof area exists, the following calculation procedures shall be followed to size piping to the sprinklers protecting this area. NOTE: Single Slopes (with vertical shear walls) result in different fire dynamics than might be seen with gable and/or hip roof construction. I I Row Protection Calculate the most hydraulically demanding 5 contiguous DS sprinklers. See Figure 21A. Minimum sprinkler flow is 20 gpm per sprinkler. 2 Row Protection The following 2 sets of calculations shall be performed: Calculation #1: Calculate the most hydraulically demanding 5 contiguous sprinklers consisting of 3 at the high point and 2 on the adjacent slope. See Figure 21B. I . Calculation #2: Calculate the most hydraulically demanding 5 contiguous sprinklers along the high point. See Figure 21C. Minimum sprinkler flow is 20 gpm per sprinkler. I I I I I I I I.I I I 5 * El SLOPE DOWN EAVE FIGURE 24A I ROW PROTECTION CALCULATION IlIUM ruinu ircArki T.. I SLOPE DOWN I I I U I I 318188*8321 383838* 883 EAVE FIGURE 246 2 ROW PROTECTION CALCULATION #1 I I I I I : • I 33*1688 * 3*3368 33*6833; 3833*8333836313863361688 Is SLOPE DOWN I U I I I I EAVE FIGURE 24C 2 ROW PROTECTION CALCULATION #2 FIGURE 24:HYDRAULIC CALCULATIONS REQUIRED FOR WET SYSTEM SINGLE SLOPE DESIGN AUG 2019 Page 22 of 33 GFS-655 I I I I I HYDRAULIC CRITERIA FOR SINGLE SLOPE WITH GL-SS/DS SPRINKLERS DRYS YS TEM ONLY I Row Protection Calculate the most hydraulically demanding 7 contiguous DS sprinklers. See Figure 22A. Minimum sprinkler flow is 20 gpm per sprinkler. 2 Row Protection The following 2 sets of calculations shall be performed: Calculation #1: Calculate the 7 most hydraulically demanding contiguous DS sprinklers located along the high point (peak). See Figure 22B. Calculation #2: Calculate the 7 most hydraulically contiguous DS sprinklers consisting of 5 DS at the hight point (peak) and 2 DS sprinklers on the adjacent downslope branchline. See Figure 22C. Minimum sprinkler flow is 20 gpm per sprinkler. HIiH PUINTJ I I I I I I •I SLOPE DOWN EAVE FIGURE 25A I ROW PROTECTION CALCULATION g a.-.iea*aci. I I I I U Ii lisa a asis.$i Sinai a SLOPE DOWN I I I I I I I EAVE FIGURE 25B 2 ROW PROTECTION CALCULATION #1 SLOPE DOWN I I I I I I I I *5 iS a EAVE FIGURE 25C 2 ROW PROTECTION CALCULATION #2 FIGURE 25: HYDRAULIC CALCULATIONS REQUIRED FOR DRY SYSTEM SINGLE SLOPE DESIGN AUG 2019 Page 23 of 33 GFS-655 I I HYDRAULIC CRITERIA FOR SINGLE SLOPE WITH HIP - WET SYSTEM ONLY I Row Protection I . Calculate the 5 most hydraulically demanding contiguous DS sprinklers located along the high point plus the 2 most demanding sprinklers along the hip line. See Figure 23A. Minimum sprinkler flow is 20 gpm per sprinkler. I 2 Row Protection The following 3 sets of calculations shall be performed: Calculation #1: Calculate the 3 most hydraulically demanding contiguous DS sprinklers located along the high point I (peak) plus the 2 most demanding sprinklers along the hip line. See Figure 23B. - Calculation #2: Calculate the most hydraulically demanding 5 contiguous sprinklers along the high point. See Figure 23C. Calculation #3: Calculate all sprinklers within the shaded corner Hip area as shown. See Figure 23D. I . Minimum sprinkler flow is 20 gpm per sprinkler. Note: The plus 2' most demanding sprinklers along the hip line may vary from that shown in the figures depending on actual piping. Designer may need to investigate multiple options to determine the 2 most demanding sprinklers to incorporate into the calculations. I HIGH POIN T (PEI . HIGH POINT (PEAK) PE SLOPE SLO DOWN DOWN -I / LLJ SLOPE DOWN / - HIGH POINT (PEAK) , 'c•' hTIJ I . . to ,I1i I EAVE EAVE FIGURE 26A FIGURE 26B I ROW PROTECTION CALCULATION 2 ROW PROTECTION CALCULATION #1 - SLOPE - DOWN - - HIGHPOINT(PEAK) SLOP E SLOPE ' - - HIGH POINT (PEAK) DOWN FDOWN 10 U U B U U EAVE EAVE FIGURE 26C FIGURE 26D 2 ROW PROTECTION CALCULATION #2 2 ROW PROTECTION CALCULATION #3 FIGURE 26: SINGLE SLOPE WITH HIP - WET SYSTEM DESIGN I I I I I I ~jL I I I I I I AUG 2019 Page 24 of 33 GFS-655 HYDRAULIC CRITERIA FOR SINGLE SLOPE WITH HIP- DRY SYSTEM ONLY I Row Protection Calculate the 7 most hydraulically demanding contiguous DS sprinklers located along the high point plus the 2 most demanding sprinklers along the hip line. See Figure 24A. Minimum sprinkler flow is 20 gpm per sprinkler. 2 Row Protection The following 2 sets of calculations shall be performed: Calculation #1: Calculate the 7 most hydraulically demanding contiguous DS sprinklers located along the high point (peak) plus the 2 most demanding sprinklers along the hip line. See Figure 24B. Calculation #2: Calculate all sprinklers within the shaded corner Hip area as shown. See Figure 24C. Minimum sprinkler flow is 20 gpm per sprinkler. Note: The plus 2 most demanding sprinklers along the hip line may vary from that shown in the figures depending on actual piping. Designer may need to investigate multiple options to determine the 2 most demanding sprinklers to incorporate into the calculations. - SLOPE S - DOWN HIGH POINT (PEAK) ' •: EAVE FIGURE 27A I ROW PROTECTION CALCULATION SLOPE - SOWN - - HIGH POINT (PEAK) I I I I I U U I U2 I F 20 I I I I U I U I EAVE FIGURE 27B 2 ROW PROTECTION CALCULATION #1 . SLOPE DOWN - NIGH POINT (PEAK) I I 0 WZ I I EAVE FIGURE 27C 2 ROW PROTECTION CALCULATION #2 FIGURE 27: SINGLE SLOPE WITH HIP - DRY SYSTEM DESIGN Page 25 of 33 GFS-655 6" MIN. TRUSSES FIGURE 28: MINIMUM REQUIRED LATERAL DIMENSION FROM FACE OF CHORDS AND WEB MEMBERS FOR GL-SS/ BB, GAP AND DS SPRINKLERS PLAN VIEW 48" Width • GL-SS/RE/GL-SS/DS - 4 C=4Aor4B B (Use dimension A or B whichever is greater) Should the sprinkler not be able to be located a distance of 4X away from obstruction, an additional sprinkler must be installed on the opposite side of the obstruction within 1-0" from the opposite side of the obstruction. FIGURE 29: VERTICAL OBSTRUCTION CRITERIA FOR GL-SS/ BB, GAP AND DS SPRINKLERS I I OBSTRUCTIONS The following guidelines outline criteria to minimize critical obstructions to spray pattern development and to maximize effectiveness in achieving control. Although I also obstruction criteria some criteria has nothing to do with distribution but allowing heat to travel uninhibited to activate sprinklers. For simplicity much of the obstruction criteria has been standardized for all sprinkler types but be sure to adhere to the sprinkler specific criteria towards the bottom of the list. General . Structural trusses and web members are not considered obstructions provided a minimum 6" lateral distance from sprinklers to side of truss/web member is maintained. See FIGURE 28. . GL-SS/BB, GL-SS/GAP and GL-SS/DS sprinklers may be installed directly on maximum nominal 21/2" (DN65) pipe without the need for a "Sprig-up". For pipe larger than 2%" nominal, see NPFA 13 for Sprig requirements. . Sprinklers shall be positioned away from obstructions a minimum distance of Four (4) times the maximum dimension of the obstruction (e.g. Ducts, pipe). This 4X requirement does not apply to truss web members provided the web members do not exceed 6" and the minimum lateral distance of 6" from sprinkler to side of member is maintained in accordance with FIGURE 30. I Obstruction criteria is grouped into the following categories Vertical Obstructions Those obstructions which run vertically through the I attic. These may consist of fireplace flues, walls, vents, stacks, etc. These obstructions will typically run up to or penetrate the roof deck. See FIGURE 29 for criteria. Suspended Horizontal Obstructions I Those obstructions which are typically "suspended" within the attic space itself and run horizontally. These obstructions will have clearance over and under the obstruction to allow discharge of water around the I obstruction. These obstructions may consist of duct- work; walkways; etc. Horizontal obstructions located within 1-0" vertically of the bottom chords or ceiling joists below are not considered "Suspended" Horizontal Obstructions. See FIGURE 30 for details. I . Obstructions at Upper Deck Those obstructions which are either attached directly to the roof deck or to the top chords/joists of the roof fram- ing in a manner that little to no discharge of water can pass/clear the top of the obstruction. These obstructions can have an impact on the upper portion of the spray pattern from sprinklers. I . GL-SS/BB and GL-SS/DS Specific Obstruction Criteria Those obstructions which are either attached directly to the roof deck or to the top chords/joists of the roof fram- ing in a manner that little to no discharge of water can pass/clear the top of the obstruction. These obstructions can have an impact on the upper portion of the spray pattern from sprinklers. See FIGURE 30 for details. I I AUG 2019 Page 26 of 33 GFS-655 I I I I GL-SS/BB 36"MIN. (914.4 mm) AIR SPACE R HkT 6" MAX. 1.4 152 _ SPRINKLER NOADDITIONAL3OM (9144 mm) SPRINKLER REQUIRED BEYOND FIGURE 31C fr um 5L4 T' 1/ aPRH4Q.ER lEED Sri= SOL 4c /CW FIGURE 31D I I I I I O ES -6 55 I C. V 4 c=4Aor4B B I (Use dimension A or B '( 1' whichever is greater) No additional sprinkler required below, if equal to or less than 48" suspended obstruction. FIGURE 30A U (2 Al 48' MAX. FIGURE 30B U wl Cq All >48 Additional sprinkler required below, if greater than 48" suspended obstruction. FIGURE 30C FIGURE 30: SUSPENDED HORIZONTALOSTRU( GL-SS/ BB, RE AND DS SPRINKLERS FIGURE 31 :GL-SS/BB AND GL-SS/DS SPRINKLER OBSTRUCTIONS (CONT. NEXT PAGE) AUG 2019 Page 27 of 33 LO 1-0" MAX. GL-SS/BB (304.8 mm) PRINKLER %KLER 7R 20'.O" MAX. (6096 mm)42,0,, MAX. - FIGURE 30F PIGGYBACK TRUSSES When trusses are stacked (Piggyback") at the peak, consideration to obstructions to the spray pattern of the GL-SS/BB sprinklers must be made. These 'Piggyback" configurations will typically include 2X Stiffeners" running perpendicular to the trusses. Additionally, these "stiffeners" will be sandwiched between the uppermost and lowermost horizontal chords of the two stacked trusses. In the event that all members are above the level of the GL-SS/BB deflector, no obstruction exists to the GL-SS/BB spray pattern. See FIGURE 32. In the event that the GL-SS/BB Deflector is located com- pletely above the stiffeners and horizontal web members, the parameters of FIGURE 33 as appropriate, must be met for the spray pattern to be considered unobstructed. When all of the following are met, additional sprinkler(s) below stiffeners are not required: —The GL-SS/BB sprinklers are located a minimum of 12 in. (304.8 mm) above the stiffeners. —The stiffeners are 71/2 in. (190.5 mm) maximum in width —The openings are 12 in. (304.8 mm) minimum —There is 70% minimum open area 'GL-SS/BB' SPRINKLER 70% MINUMUM OPEN AREA- STIFFENERS 24" (609.6mm) MAX. 314"(88.9 16" (406.4 mm) MIN. AIR SPACE FOR (304.8 mm) MIN. HEAT FLOW 12" MAX.' MIN.'11' FIGURE 33: DEFLECTOR ABOVE STIFFENERS AND HORIZONTAL WEB MEMBERS (NO OBSTRUCTION) Wlhen the GL-SS/BB sprinklers are located above the stiff- eners, but do not meet all of the parameters of FIGURE 34 the GL-SS/BB sprinklers must be located in accordance with Figure ZZ relative to the stiffeners. 70% MINUMUM FFENERS 24 (609.6mm) MAX. 16"(40&4 mm) MIN. OPEN Ai MAY-MIN.' "GL-SSIBB" SPRINJKLE DEFLECTOR 12" (304.8 mm) FIGURE 34: DEFLECTOR LESS THAN 12" ABOVE STIFFENERS (NO OBSTRUCTION) I I I I I I H I E I I I I I I (12801.6 mm) DIMENSION A DIMENSION B ADDITIONAL SPRINKLER REQUIRED BEYOND OBSTRUCTION MAXIMUM HORIZONTAL DIMENSION OF OBSTRUCTION INCHES (mm) - DISTANCE TO MINIMUM H 0RI ZONTAL OBSTRUCTION INCHES (mm) ALL VERTICAL OBSTRUCTIONS <6(152.4) YES 4<1" (12.7-25.4) 6(152.4) NO 1< 4(25.4<101.6) 12(304.8) NO 4< 8(101.6<203.2) 24(609.6) NO 8< 10(203.2< 254) 5-0" (1.52) NO 10< 20" (254<508) 10'-0"(3.05) NO 20< 30(508<762) 15-0" (4.57) NO 30" <40 (762< 1016) 20-0" (6.10) NO 40<48" (1016<1219.2) 25-0" (7.62) NO >48" (1219.2) ANY DISTANCE YES DIMENSION A L_- DIMENSION B BB4E BB7B BB1O12 A>0" A"15" A.10' A=8" I I I STIFFENERS 24 (609.6 mm) AX. 1&'(406A mm) MIN. DEFLECTOR y GL SSB' SPRINKLER FIGURE 32: DEFLECTOR COMPLETELY BELOW STIFFENERS AND HORIZONTAL WEB MEMBERS (NO OBSTRUCTION) I 28 of 33 GFS-655 OPERATION Upon the application of sufficient heat, the fluid within the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid expansion results in breakage of the glass bulb, allowing the evacuation of the water seat assembly, and discharge of water from the sprinkler. INSTALLATION The Globe Specific Application Attic Sprinklers for Protect- ing Attics must be installed in accordance with this section. The Globe GL-SS/BB, GL-SS/GAP and GL-SS/DS Spe- cific Application Attic Sprinklers comprise an overall protec- tion scheme which takes into account strategic positioning for activation sensitivity while providing unique distribution characteristics specifically designed for attic construction. These Special Application Sprinklers and this Protection Scheme cannot be utilized with any 'other spray sprin- klers with the exception of small standalone dormers and similar isolated compartments/areas requiring 4 or less sprinklers. The protection methodology utilizing these sprinklers has been full scale fire tested in the built attic environment. As such, they must be installed in accordance with the guide- lines set forth within this data sheet. The NFPA 13 Density/ Area prescriptive spacing requirements do not apply as these sprinklers are not bound by the NFPA 13 "S x L Rules". The positioning and spacing requirements of this data sheet take precedence over any other prescriptive requirements that may exist in NFPA 13. NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a torque of approxi- mately 7 to 14 ft-lb. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler inlet resulting in possible leakage. To install the Globe Specific Application Attic Sprinklers, the following steps shall be taken: Step 1. Sprinklers must be oriented correctly as follows: Series GL-SS/BB Sprinklers -At horizontal ridge (peak) - installed in the upright verti- cal position with deflector parallel to the ceiling below (i.e. sprinkler centerline perpendicular to the ridgeline). - The GL-SS/BB sprinklers must only be installed at ridge lines where the truss framing members run parallel to the long direction of throw of the GL-SS/BB sprinkler (i.e. sprinkler frame arms are perpendicular to the roof trusses). See FIGURE 28. Series GL-SS/GAP Sprinklers - Near eave or under-hip type roofs - installed in the upright position with deflector parallel to roof deck (i.e. sprinkler centerline perpendicular to the roof slope). Series GL-SS/DS Sprinklers - Installed in the upright position with deflector parallel to roof deck (i.e. sprinkler centerline perpendicular to the roof slope). - For this design methodology, the GL-SS/DS sprinklers may typically be utilized at the Hip roof area adjacent to the hip line of the roof and positioned to throw out towards the eaves. Truss framing members must run parallel to the long direction of throw of the GL-SS/DS sprinkler. See FIGURE 35 for reference. Step 2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting Note: Do not grasp the sprinkler by the deflector. Step 3. Wrench-tighten the sprinkler using only the ap- propriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable. Note: Do not apply wrench to frame arms. GL-SS/DS SPRINKLER 20'-O j 4-O". MAX. T MAX FIGURE 35: SPRINKLER FRAME ORIENTATION TO ROOF SLOPE I I I I I I I I Li I I I I I I I I I AUG 2019 Page 29 of 33 GFS-655 I I CPVC GUIDELINES USE OF UL LISTED CPVC I PIPING WITH GLOBE SPECIFIC APPLICATION I ATTIC SPRINKLERS Wet Syste ms Only) UL Listed CPVC piping may be used in a combustible I concealed attic space requiring sprinklers when installed in accordance with the following guidelines. For clarity, the following guidlines reference both "Gable/Downslope" areas as well as Hip" areas. Refer to FIGURE 1 on page I i for explanation of these areas. Notice: Where the use of non-combustible insulation is specified, verify with the insulation manufacturer as to the non-combustibil- ity of the insulation. The non-combustible insulation (fiberglass) may be faced or unfaced. Where faced, the facing need not be I non-combustible. The insulation is to have a flame spread index of not more than 25. Verify chemical compatibility of the insula- tion with the UL Listed CPVC by consulting the CPVC Manufac- turers literature. CPVC AT BOTTOM CHORDS TO FEED CEILING SPRIN- KLERS BELOW UL Listed CPVC may be used to feed the wet system ceiling sprinklers on the floor below when adhering to the following guidelines: (SeeFIGURE 36) There must be 6 in. (152.4 mm) of non-combustible insulation covering the horizontal or vertical pipe extending 12 in. (304.8 mm) on each side away from the centerline of the pipe. Refer to Figure 29A. The area above the pipe must be protected with Globe GL-SS/BB, GL-SS/GAP and GL-SS/DS Special Application Attic Sprinklers. If the pipe is located inside the ceiling joist, the joist channel must be covered or filled with 6 in. (152.4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by GL-SS/BB Globe GL-SS/GAP and/or GL-SS/DS Sprinklers. Refer to Figure 2913. Insulation is for fire protection purposes. It is not freeze protection. CPVC must be installed in accordance with the CPVC Manufacturer's installation guide instructions. I I I I I Li 12" 12 MIN. 'I' MIN. ATTIC SPRINKLER NON COMBUSTIBLE PROTECTED SPACE INSULATION CPVC JOIS \ PIPE &FINGS CEILING PENDENT SPRINKLER FIGURE 36A ATTIC SPRINKLER NON COMBUSTIBLE PROTECTED SPACE INSULATION \ ,j( > JOIST CPVC 1"\ \ PIPE &FTINGS CEILING PENDENT SPRINKLER FIGURE 36B FIGURE 36: NON-COMBUSTIBLE INSULATION FOR THE PROTECTION OF CPVC PIPE I I I I I IAUG 2019 Page 30 of 33 GFS-655 USE OF UL LISTED CPVC PIPING WITH GLOBE SPECIFIC APPLICATION ATTIC SPRINKLERS (CONTINUED) (Wet systems only) CPVC AT GABLE/DOWNSLOPE AREAS ONLY UL Listed CPVC Pipe and Fittings may be used to feed the GL-SS/1313, GL-SS/GAP and GL-SS/DS sprinklers pro- tecting the attic space when adhering to the following guidelines: (See FIGURE 37) Wet Systems only Risers are vertical and protected by GL-SS/BB or GL-SS/GAP or GL-SS/DS Sprinklers located at a maximum lateral distance of 12 in. (304.8 mm) from the riser centerline. GL-SS/BB or GL-SS/GAP or GL-SS/DS Sprinklers are directly mounted on the branchline. GL-SS/BB or GL-SS/GAP or GL-SS/DS Sprinklers are on arm-overs and located at a maximum lateral distance of 6 in. (152.4 mm) from the branchline centerline. GL-SS/1313 or GL-SS/GAP or GL-SS/DS Sprinklers are on vertical sprigs attached to the branchline. I I I U I I "MAX) ,-0 (3m I 6(150mm) i . I I I "MAX. GL-SS/RE or GL-SS/DS GL-SS/RE or I GL-SS/DS I SPRINKLER I SPRINKLER GL-SS/RE or DIRECTLY MOUNTED GL-SS/DS I cPvc CPVC SPRINKLER CPVC > CPVC CPVC I CPVC VERTICAL RISER VERTICAL RISER - FIGUR E 37C FIGURE 37A DIRECT MOUNT VERTICAL RISER FIGURE 37B ARM-OVER DIRECT MOUNT VERTICAL RISER SPRIG UP 6(150mm) 6' (150mm) —MAX. 6'(150mm) MAX. GL-SS/RE or 4'MAX. GL-SS/DS SPRINKLER GL-SS/RE or I GL-SS/RE or I GL-SS/DS GL-SS/DS X I SPRINKLER SPRINKLER U CPVC FIGURE 37D FIGURE 37E FIGURE 37F ANGLED SPRIG ARM OVER SPRIG VERTICAL SPRIG WITH SWING JOINT FIGURE 37:CPVC ALLOWANCE GUIDELINES WET SYSTEMS ONLY (DIRECTLY FEEDING GL-SS/GAP I GL-SS/DS SPRINKLERS) AUG 2019 Page 31 of 33 GFS-655 I L7 1 I I I I I I I 1 I I CPVC GUIDELINES P L CPVC AT HIP AREAS Listed CPVC may be used to feed the GL-SS/GAP and GL-SS/DS sprinklers protecting the Hip areas when adher- ing to the following guidelines: Wet systems only When the horizontal branchline piping feeding sprinklers within the hip roof areas is run over the bottom chords of the trusses, it shall be covered with a minimum of 6 in. (152.4 mm) in depth of non-combustible insulation (See Figure 33). This insulation must extend nominally 12 in. (304.8 mm) on each side away from the centerline of the CPVC branchline. Insulation is for fire protection purposes. It is not freeze protection. When the horizontal CPVC branchline piping feeding the sprinklers within the hip roof areas is located within the ceiling joist, the joist channel must be covered or filled with a minimum of 6 in (152.4 mm) depth of noncombustible insulation on top of the branchline feeding the sprigs (See FIGURE 39). Insulation is for fire protection purposes. It is not freeze protection. A minimum lateral distance of 18 in (450 mm) is maintained between the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps. The sprinklers (RE or DS) may be fed by exposed vertical sprigs directly to a sprinkler or exposed angled sprigs directly to a sprinkler provided: —Vertical sprigs have no maximum exposed length, the RE or DS Sprinkler is located at a maximum lateral distance of 12 in (3304.8 mm) from the sprig centerline. —Angled sprigs with a maximum exposed length of 3 ft. (0.9 m). S/RE or GL-SS/DS SPRINKLER ALLOWED EXPOSED CPVC CPVC SPRIG W PIPE & FITTINGS NON COMBUSTIBLE ZI INSULATION —\ (NOT INTENDED FOR \-.._- FREEZE PROTECTION) LI CEILING FIGURE 33A VERTICAL SPRIG H I I I I I I I I I H I I H I or GC SPRINKLER I ALLOWED EXPOSED Z CPVC CPVC SPRIG WPIPE & FITTINGS >- NON COMBUSTIBLE INSULATION 'N (NOT INTENDED FOR FREEZE PROTECTION) In' JOIST J CEILING FIGURE 39A VERTICAL SPRIG GL-SS/RE or SPRINKLER ALLOWED EXPOSED CPVC CPVC SPRIG \\ PIPE & FITTINGS q NON COMBUSTIBLE in INSULATION\. \ (NOT INTENDED FOR FREEZE PROTECTION) - JOIST CEILING FIGURE 39B AN(I Ffl SPRIG. FIGURE 39:EXPOSED CPVC AT HIP ROOF AREAS (HORIZONTAL BRANCHLINE WITHIN JOISTS) WET SYSTEMS ONLY GL-SS/RE or - SPRINKLER ALLOWED EXPOSED CPVC CPVC SPRIG ?\' \\ PIPE & FITTINGS 0 NON COMBUSTIBLE INSULATION (NOT INTENDED FOR\.... TT7T FREEZE PROTECTION) to JOIST CEILING FIGURE 33B ANGLED SPRIG I FIGURE 38: EXPOSED CPVC AT HIP ROOF AREAS (HORIZONTAL BRANCHLINE OVER JOISTS) WET SYSTEMS ONLY AUG 2019 Page 32 of 33 GFS-655 I ORDERING INFORMATION SPECIFY Quantity Model • SIN • Part Number GL-SS/DS ........ GL5621 ... 562120001 GL-SS/GAP ...... GL5623 ... 562320001 GL-SS/GBB46 .. . .GL8122. . .812220001 GL-SS/GBB79 .. . .GL8123. . .812320001 I GL-SS/GBB1012 . .GL8124. . .812420001 Quantity - Wrenches - P/N 325390 I I 1 I I I I GLOBE® PRODUCT WARRANTY Globe agrees to repair o replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). I 4077 Airpark Dr. Standish, Ml 48658 • 989-846-4583 www.gIobesprinkler.com Technical Support. 989-414-2600 • techservice@globesprinkler.com I Lot— AUG Page 33 of 33 GFS-655 ' 4077 Airpark Dr. Standish, MI 48658• 989-846-4583 www.globesprinkler.com FIRE SPRINKLER CORPORATION Technical Support. 989-414-2600 techservice@globesprinkler.com 1 I SPECIFIC APPLICATION MODEL "IC" INTERSTITIAL COMBUSTIBLE CONCEALED UPRIGHT SPRINKLER GL5608 GENERAL DESCRIPTION SPACE I I I The Globe Series GL-SS/IC GL5608 Interstitial Combustible - Space Sprinkler is a quick response, upright, specific appli- cation sprinkler designed to provide protection of light haz- ard combustible and non-combustible concealed spaces, inclusive of interstitial (between floors) or attic spaces (with . -\ slopes 2:12 or less). Each GL5608 sprinkler can be de- signed for up to 16ft x 16ft (4.9m x 4.9m) spacing, providing as much as 256 ft2 (23.8m2) of protection per sprinkler. , The GL5608 sprinkler meets the requirements of Under- - writers Laboratories UL 199H to comply with criteria for the protection of combustible concealed spaces as described in - NFPA 13. .. When heat is absorbed, liquid within the glass bulb ex- pands, increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule ex- ceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an ap- proved pattern. APPLICATION The GL-SS/IC GL5608 can be designed for installation in CPVC wet pipe sprinkler systems and steel wet pipe or dry pipe sprinkler systems. The GL5608 can be used in concealed spaces having roof pitch of 2 in 12 or less con- structed of wood truss, non-combustible bar joist, solid wood joists, or composite wood joists. The specific design requirements for each type of piping system, and construc- tion materials can be found in the following sections of this document. NFPA 13 REQUIREMENTS Sprinklers shall be Listed for use in combustible concealed spaces (with a slope not exceeding 2 in 12) with combus- tible wood truss, wood joist construction, or bar joist con- struction having a combustible upper surface and where the depth of the space is less than 36" (914.4mm) from deck to deck or with double wood joist and composite wood joist construction with a maximum of 36" (914.4mm) between the top of the bottom joist and the bottom of the upper joist. HYDRAULIC DESIGN AREA For all pipe and construction types the design area shall be 1000 ft2 (92.9m2) except for Steel Pipe Systems with insula- tion filled joists, the design area shall be in accordance with the Light Hazard Systems requirements of NFPA 13. SPRINKLER CO VERA GE AREA The coverage area of any single GL-SS/IC Sprinkler shall utilize the SxL rule for all sprinkler spacings (i.e. 16 x 10 = 160 sq. ft. X 0.10 = 16 gpm). GL5608 SERIES GL-S S/I C UPRIGHT SPRINKLER: The Globe GL-SS/IC GL5608 Interstitial Combustible Up- right Sprinkler has been Listed to be used beyond the 36" (914.4mm) height to a height of 60" (1.5m) to provide more functionality in installation specifically in areas where the height of the concealed space is both above and below the height of 36" (914.4mm). TECHNICAL DATA cULus Listed for coverage areas up to 256 ft2 (23.8 m2) 16 ft (4.9 m) maximum and 6 ft (1.8 m) minimum Sprinkler Spacing Maximum Open Space Height 60 in (1.5 m) Temperature Ratings - 175°F (79°C), 200°F (93°C) Finish - Factory Bronze Water Working Pressure Rating -175 psi (12 Bars) Maximum low temperature glass bulb rating -67°F (-55°C) Materials of Construction, Frame - bronze, Deflector - brass, Screw - brass, Bulb seat - copper, Spring - nickel alloy, Seal - teflon, Bulb - glass with alcohol based solution, 3mm size I I I I I I I I I I I I NOV 2011 REV. B GFS-600 (Formerly A-40) Page 1 of 6 I I I I I I I I I I I 1 I 1 I I I I I TABLE A GENERAL INSTALLATION ALLOWANCES STEEL PIPING - CPVC PIPING COVERAGE DISTANCE BETWEEN OPEN SPACE HEIGHT TOTAL OPEN SPACE HEIGHT TOTAL CONSTRUCTiON TYPE ALLOWED ALLOWED AREA SPRINKLERS MINIMUM MAXIMUM SPACE HEIGHT' MINIMUM MAXIMUM SPACE HEIGHT' Fee (Meters) Feet (Meters) Inches (mm) Inches (mm) nches (mm) Inches (mm) Inches (mm) Inches (mm) Unobstructed Wood Truss 6(152) 60(1524) 60(1524) 6(152) 60(1524) 60(1524) 6(1.8) Non-Combustible Bar Joist 256 (78.0) MAXIMUM MINIMUM 16(4.9) Obstructed Wood Truss 6 (152) 60 (1524) 84 (2134) N/A N/A N/A Solid Wood Joist ______ MAXIMUM Insulation Filled Joist 6(152) 60(1524) 72(1829)2 6(152) 60(1524) 72 (1829)-' NOTE: METRIC CONVERSIONS ARE APPROXIMATE. WHEN TRUSS OR JOIST SPACE IS NONINSULAT/ON FILLED, THE MAXIMUM ALLOWED TOP MEMBER DEPTH IS 12" (305 mm). 2 UP TO 12(305mm) LOWER MEMBER SPACE. TABLE B SPRINKLER SPECIFICATION AND APPROVALS STYLE MO SIN DEL NOMINAL "K" HAZARD' THREAD SIZE SPRINKLER LENGTH FINISH TEMPERATURE RATING PRESSURE RATING MAX. LOW TEMP. BULB cULus FACTOR 175°F 200°F RATING (79°C) (93°C) UPRIGHT GL5608 5.6 LH 1/2" NPT 2 1/4" Factory x x 175 psi -67°F x (80 metric) (15mm) (5.7cm) Bronze (12 Bars) (-55°C) NOTE: i METRIC CONVERSIONS ARE APPROXIMATE. 2 SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. OBSTRUCTION CRITERIA For systems where the Globe IC" Upright Sprinklers are positioned with 15' (4.6m) or less between sprinklers the Globe "IC' Upright Sprinkler must use the obstruction re- quirements for standard spray upright sprinklers. For systems where the Globe "IC" Upright Sprinklers are positioned with greater than 15' (4.6m) between sprinklers CPVC DESIGN REQUIREMENTS SYSTEM TYPE PARTITION REQUIREMENTS The concealed space being protected must be broken up Wet pipe system. into areas no greater than 1000 square feet either by full --- - - ------- - - -- - height walls or by draft curtains. - RLLOW/WL CONS THUG I ION TYPES Unobstructed wood truss construction' Unobstructed bar joist construction' Non-combustible insulation filled solid wood joist construction' Non-combustible insulation filled composite wood joist construction NOTE: Upper joist/truss cannot be more than 4(101.6mm) in height. 2 The joist space in non-combustible insulation filled joist construction must be completely filled with noncombustible insulation and secured in place by metal wire netting to hold the insulation in place in the event of a fire. NOV 2018 REV. B GFS-600 (Formerly A40) Page 2 of 6 the Globe "IC" Upright Sprinkler must use the obstruction requirements for extended coverage upright sprinklers. NOTE: WEB MEMBERS AND GUSSETS SHALL NOT BE CONSIDERED OB- STRUCTIONS PROVIDED THE MINIMUM 4-1/2 INCH LATERAL DISTANCE REQUIRED BY THE SPECIFIC APPLICATION LISTING IS MAINTAINED. DRAFT CURTAINS When draft curtains are used they must be 8" (203.2mm) in height or one third of the depth of the concealed space, whichever is greater. Draft curtains must be constructed of a material that will not allow for heat to escape through or above them. 0(152mm(MAX. FOR CPVC PIPE1 ,-UPPER DECK '(125mm)MAX. t F _OR CPVC PIPE r }-1'-I - qPqP '-'E1P'-' IC 3C 3C 3C 3C 3 JE 3C 3C 31 3C 3 IC 3C 1-7 I I I 6"(152mm(MIN. 0:0:0:0:0:C I non oo _L_- - -OBSTRUCTION CoCa oo 13 0C OXO 0:0:0:0:0:C — CEILING\-BOUOM OF PIPE- !— TOPOFCORD WHEN OFFSETTING CPVC PIPE OVER AN OBSTRUCTION A GL5600 MODEL 'IC" SPRINKLER MUST BE INSTALLED DIRECTLY ON THE CPVC OVER THE OBSTRUCTION. DEFLECTOR POSITION 1 1/2 to 4 inches below the upper deck for unobstructed wood truss and bar joist constructions. Deflector must be below the bottom of the top chord in trusses or below bottom of joist. 1 % to 4 inches below the joists for non-combustible insulation filled solid and composite wood joist constructions. 4 % inches away from trusses. CONCEALED SPACE SIZE All spaces must have a minimum open space (from top of lower joist, cord, or truss to bottom of upper joist, cord, or truss) of 6" (152.4mm). (see Figures land 2) Unobstructed wood truss and bar joist construction must not have a total bottom of floor to top of ceiling space height of more than 60" (1.5m). (see Figure 2) Joist construction with noncombustible insulation in the upper deck must not have an open space (from top of lower joist to bottom of upper joist) of greater than 60 inches in size. They must not have a total concealed space height of greater than 72" (1.8m). This allows for a maximum lower joist space of 12" (304.8mm). Solid wood joist and obstructed truss construction must not have an open space (from top of lower joist or truss to bottom of upper joist or truss) of greater than 60"(1.5m) in size. They must not have a total concealed space height of greater than 84"(2.1 m). The upper joist space must not be greater than 12(304.8mm) in depth (see Figure 2) CPVC PIPE INSTALLATION Horizontal runs of CPVC piping must be located with the bottom of the piping not more than 6" (152.4mm) above the ceiling below or above ceiling insulation (if present), or one third depth of the combustible concealed space as mea- sured between the top surface of the ceiling below to the bottom of the floor above or the bottom of the noncombus- tible insulation above. Whichever is smaller. When the lower joists are greater than 6(152.4mm) in height, CPVC piping is permitted to be attached directly to the top of the joist. The CPVC piping can be used to supply the Globe "IC" Upright Sprinklers as well as the sprinklers protecting the space below. When using 1" (DN25) or larger pipe, a hanger must be located at the truss nearest a sprig for purposes of re- straint. If using 1/4" (DN19) piping, all sprigs over 12" (304.8mm) must be laterally braced using methods described in the NFPA standards. Where CPVC piping must be offset to go over an obstruction that will violate the hori- zontal positioning requirements the CPVC piping must be spaced not greater than 6 inches from that obstruction and an additional Globe IC Upright Sprinkler must be provided to protect the section of CPVC piping (see Figure 1 and 2). CPVC piping must be kept a minimum of 18" (457.2mm) lat- erally away from heat sources such as heat pumps, fan mo- tors, and heat lamps. I [H I I I I I I I -i 1/2(114mm) MIN. 1 1/2 (38mm)MIN. OFACE OF WOOD TRUSS FT 4" (102mm) MAX. R TOP CHORD OF BAR JOIST DEFLECTOR MUST BE E:7" ' // 7/7/7/7/7/,, BELOW BOTTOM OF TOP CHORD 4' (100mm) MAX. S. FRAME ARMS MUST BE I-— INSTALLED IN-LINE WITH PIPE RUN - - (MODEL IC SPRINKLER) 12" (305mm) MIN. 60' (1524 m) MAX. ,, ,, Z11 ZZ (152mm) MAX. ABOVE CEILING TO BOTTOM OF PIPE OR NON-COMBUSTIBLE CEILING INSULATION, OR 1/3 THE DEPTH OF CONCEALED SPACE (AS MEASURED FROM TOP SURFACE OF CEILING TO BOTTOM SURFACE OF DECK), OR WHICH EVER IS SMALLER. I I Li I I I FIGURE 1: CPVC PIPE UNOBSTRUCTED WOOD TRUSS AND BAR JOIST CONSTRUCTION I I NOV 2011 REV. B GFS-600 (Formerly A-40) Page 3 of 6 INSULATION MUST BE HELD / INSULATION SOLID WOOD JOIST IN PLACE WITH METAL / / COMPOSITE WOOD JOIST 12'(305mm) MAX. DEPTH WIRE NETTING / / / 12" (305mm)MAX. DEPTH WOOD TRUSS— TOPCHORD DECK iT (305mm) MAX. DEPTH i1O;(38mm) MIN L_l/L/j.) L5608 "(152nun) MAX . FOR PVC FRAME ARMS MUST FOR CPVC MAX. B BE INSTALLED o CPVC IN-LINE WITH PIPE RUN (152mri)MIN. I OBSTRUCTION 60 6" (1524mm) MAX. MAX. WOOD TRIJSS-1 WEB MEMEBER 11 —CEILING BOTTOM OF PIPE/ TO WHEN OFFSETTING CPVC PIPE OVER AN OBSTRUCTION, A GL5606 MODEL "IC" SPRINKLER MUST BE INSTALLED DIRECTLY ON THE PIPE OVER THE OBSTRUCTION. 6 (152mm) MAX. ABOVE CEILING OR NON-COMBUSTIBLE CEILING INSULATION, OR 1/3 THE DEPTH OF CONCEALED AREA (AS MEASURED FROM TOP SURFACE OF CEILING TO TOP SURFACE OF JOIST INSULATION ABOVE), OR WHICH EVER IS SMALLER. WHEN THE LOWER JOIST IS GREATER THAN 6 (152mm) IN HEIGHT CPVC PIPING IS PERMITTED TO BE ATTACHED DIRECTLY TO THE TOP OF THE JOIST. FIGURE 2: CPVC PIPE NON-COMBUSTIBLE INSULATION FILLED UPPER DECK SOLID WOOD, COMPOSITE WOOD JOIST, OR WOOD TRUSS CONSTRUCTION I I I I I I 1 I I I STEEL PIPING DESIGN REQUIREMENTS SYSTEM TYPE DRAFT CURTAINS Wet pipe system and dry type systems. Draft Curtain for Unobstructed wood truss construction and noncombustible bar joist construction must be 8" (203.2mm) ALLOWABLE CONSTRUCTIO TYPES Unobstructed wood truss construction' Unobstructed bar joist construction' Solid wood joist construction Obstructed wood truss construction Non-combustible insulation filled solid wood joist construction Non-combustible insulation filled composite wood joist construction N in height or one third of the depth of the concealed space, whichever is greater. Draft curtains must be constructed of a material that will not allow for heat to escape through or above them. NOTE: Upper joist/truss cannot be more than 4" (101.6mm) in height 2 Upper joist/truss cannot be more than 12" (304.8mm) in height. 3 The joist space in non-combustible insulation filled joist construction must be completely filled with noncombustible insulation and secured in place by metal wire netting to hold the insulation in place in the event of a fire. PARTITION REQUIREMENTS For unobstructed wood truss construction, unobstructed bar joist construction, solid wood joist construction, and obstructed wood truss construction the concealed space being protected must be broken up into areas no greater than 1000 square feet either by full height walls or by draft curtains. Noncombustible insulation filled joist construction is not re- quired to be broken up into partitioned areas. Draft Curtain for Obstructed wood truss and solid wood joist construction must be 6" (152.4mm) in height or one third of the depth of the concealed space, whichever is greater. Draft curtains must be constructed of a material that will not allow for heat to escape through or above them. DEFLECTOR POSITION 1 % to 4 inches below the upper deck for unobstructed wood truss and bar joist constructions. Deflector must be below the bottom of the top chord in trusses or below bottom of joist. 1 1/2 to 4 inches below the joists for noncombustible insulation filled solid and composite wood joist construction. 1 % to 2 inches below the joist or truss for solid wood joist or obstructed truss construction. 4 1/2 inches away from trusses BLOCKING For solid wood joist and obstructed wood truss construction blocking must be provided in each of the channels between the upper joists or trusses. The blocking must be located where the draft curtains intersect the channels. The block- ing must be installed to the full depth of the joists and be installed as to not allow heat to escape through or above the blocking. The blocking must be installed using either the same material as the joists or a noncombustible material. NOV 2018 REV. B GFS-600 (Formerly A40) Page 4 of 6 1 I I I I I I I CONCEALED SPACE SIZE All spaces must have a minimum open space (from top of lower joist, cord, or truss to bottom of upper joist, cord, or truss) of 6(152.4mm) (see Figures 3, 4, and 5). Unobstructed wood truss and bar joist construction must not have a total concealed space height of more than 60"(1.5m). (see Figure 3). Joist construction with noncombustible insulation in the upper deck must not have an open space (from top of lower joist to bottom of upper joist) of greater than 60"(1.5m) in size. They must not have a total concealed space height of greater than 72"(1.8m). This allows for a maximum lower joist space of 12(304.8mm) (see Figure 4). Solid wood joist and obstructed truss construction must not have an open space (from top of lower joist or truss to bottom of upper joist or truss) of greater than 60"(1.5m) in size. They must not have a total concealed space height of greater than 84"(2.1 m). The upper joist space must not be greater than 12(304.8mm) in depth(see Figure 4). I I 1 I I I 4 1/2 (114mm) MIN. TO FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST TOP CHORD 4" (100mm) MAX. FRAME ARMS MUST BE INSTALLED IN-LINE WITH PIPE RUN UPPER 1 1/2' (38mm) MIN. DEFLECTOR MUST BE r4"(100mm)MAX. BELOW BOTTOM OF TOP CHORD (1524mm) MAX. 6" (152mm) MIN. CEILING I I I (MODEL IC SPRINKLER) FIGURE 3: STEEL PIPE UNOBSTRUCTED WOOD TRUSS OR NON-COMBUSTIBLE BAR JOIST CONSTRUCTION 2x FLOOR SOLID WOOD JOISTS/OBSTRUCTED TRUSS [-UPPER DECK 16" (406mm) ON CENTER [2(51mm) MAX. 12" (305mm) 1 1/2" (38mm) MIN. MAX. GL5608 FRAME ARMS MUST (MODEL IC SPRINKLER) 84" __""""1! )2134mm) IN-LINE WITH PIPE RUN BE INSTALLED MAX. 6" (152mm) MIN. 60" (1524mm) MAX. 1 1'-CEILING / FRAMING FIGURE 4: STEEL PIPE OBSTRUCTED WOOD TRUSS OR SOLID WOOD JOIST CONSTRUCTION F1 I NOV 2018 REV. B GFS-600 (Formerly A-40) Page 5 of 6 I I I I I I I LI UPPER DECK I NON-COMBUSTIBLE INSULATION COMPOSITE WOOD JOIST WOOD JOIST 2xFjOLID 1 1/2 (38mm) MIN. [4 (102mm) MAX I INSULATION MUST BE HELD / 0L5608 (MODEL IC ___________ IN PLACE WITH METAL SPRINKLER) t WIRE NETTING 6 (152mm) MIN. 60"(1524mm) MAX. I FRAME ARMS MUST BE INSTALLED 72 IN-LINE WITH PIPE RUN (1829mm) MAX. CEILING FRAMING I FIGURE 5: STEEL PIPE NON-COMBUSTIBLE INSULATION FILLED UPPER DECK SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION I I I I I [1 ORDERING INFORMATION GLOBE® PRODUCT i Quantity • SIN • Style ° Orifice °Thread Size WARRANTY Temperature agrees to repair or replace any of its own manu- factured products found to be defective in material or work- Wrench - PIN 325390 manship for a period of one year from date of shipment. I For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). I 4077 Airpark Dr. Technical Support Standish, Ml 48658 1-800-248-0278 www.globesprinkler.com A, Ph. 989-846-4583 techserviceglobesprinkler.com I NOV 2018 REV. B GFS-600 (Formerly A-40) Page 6 of 6 U I Bulletin 014 March 2019 I I I I a R 0 b 1 Model Fl FR Series Quick Response Glass Bulb Sprinklers I Model Fl FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model Fl FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model Fl FR40 Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FR40, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Spray Pendent Model Fl FR56LL & Fl FR42LL Low Lead Sprinkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model Fl FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. Underwriters Laboratories Inc. and Certified for Canada (cULus) in accordance with ANSI/UL199. FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS SchadenverhUtung GmbH (VdS) Underwriters Laboratories Inc. and Underwriters Laboratories of Canada Certified for Health Effects to NSF/ANSI Standard 61 Annex G (ULH) EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-4025 1 (RA1 425), 0786-CPD-40252 (RA1475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler ke Upright Pendent Conventional Vertical Sidewall Horizontal Sidewall Recessed Pendent/Fl/F2 Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP - •••_J XLH Upright XLH Pendent Rr'd Pendent F1/1`2 Product Description Reliable Model Fl FR series sprinklers are quick-response automatic sprin- klers with a glass bulb thermal element. Model El FR series sprinklers are Stan- dard Spray sprinklers, with the excep- I tion of the Model Fl FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. The Model F1 FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model El FR Series sprinklers to apply water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. I I I I I I I I I I I I I Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model Fl FR Series sprinklers provide a wide range of op- tions where quick-response, glass bulb sprinklers are used: Pendent, recessed pendent, upright, horizontal sidewall, and vertical sidewall deflectors K-factors of 2.8 (40 metric), 4.0 (57 metric). 4.2 (60 metric), and 5.6 (80 metric) Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model Fl FR series sprinkler configurations. Model F1FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model Fl, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model F1FR series sprinkler. Model Fl and F2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) threaded adjustment. Model Fl FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2-inch (12.7mm) of cover plate adjustment. In addition, a low profile Model CCP cover plate is also available that provides up to 5/16-inch (8.0mm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1FR Series sprinklers are intended for use in accordance with NFPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k-factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In addition, Model F1FR Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model Fl FR Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model Fl FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model F1FR56 Concealed Pendent and Model Fl FRS6LL Concealed Pendent sprinklers have a factory-installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model CCP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover adjustment. Do not install Model F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model Fl FR Series Concealed Pendent sprinklers require a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The Model GFR2 wrench is used to engage the sprinkler wrench- ing surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. Do not wrench any other part of the sprinkler/cup assembly. Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model Fl FR56 Concealed Pendent and Model Fl FRS6LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. I I I Li I I I I I I I I I I I I I I Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34,5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Model Nominal K-factor Nominal Orifice Diameter Deflector! Orientation Nominal Sprinkler Height _____ Installation Wrench SIN Approvals Listings and Approval Notes US Metric inches mm inches mm Pendent 2.25 57 W2 RA1411 cULus 2 F1FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 GFR2 RA1411 cULus Upright 2.25 57 W2 RA 1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 W2 RA 1418 VdS Recessed Pendent 2.25 57 GFR2 RA 1418 VdS Pendent 2.25 57 W2 RA 1413 cULus 2 F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA 1413 cULus 2 Upright 2.25 57 W2 RA 1423 cULus 1,2 F1FR42LL 4.2 60 7/16 10 Pendent 2.25 57 W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1FRXLH Pendent 2.25 57 W2 RA 1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA 1413 cULus 2 (F1FR42 4.2 60 7/16 10 with Pintle) Upright 2.25 57 W2 RA1423 cULus 1,2 Pendent 2.25 57 W2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 F1FR56 5.6 80 1/2 15 Concealed Pendent 2.25 57 GFR2 RA1414 cULus,VdS,EC 5,6 Upright 2.25 57 W2 RA1425 cULus, FM, LPCB, VdS, EC 1,2,3,4 Conventional 2.25 57 (Pendent or Upright)" W2 RA1475 LPCB, VdS, EC 4 Pendent 2.25 57 W2 RA1415 cULus, ULH 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH F1FR56LL 5.6 80 1/2 15 Concealed Pendent 2.25 57 GFR2 RA1415 cULus, ULH 6 Horizontal Sidewall 2.63 67 W2 RA1435 cULus, FM 1,2,3,7 F1FR56 5.6 80 112 15 Recessed Horizontal 2.63 67 Sidewall GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2.25 57 W2 RA1485 cULus, FM, LPCB 1,2,3,9 cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. Available with FM approved Polyester coating in black or white. (4) Available with LPCB and VdS approved Polyester coating. > VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbuib brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only. Model F1 FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. cULus Listing of the F1FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches (102mm to 305mm). FM Approval of the Fl FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. cULus Listing and FM Approval of the Fl FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. 9) The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. I I I I Li I I I Li I I I I l~ I I 1 I I 3. Listed and Approved Temperature Ratings Model Deflector! Orientation Ordinary Temp. Classification 100°F (38°C) Max. Ambient Temp. Intermediate Temp. Classification 150°F (65°C) Max. Ambient Temp. High Temp. Classification 225°F (1 07°C) Max. Ambient Temp. 135°F (57°C) Temp. Rating 155°F (68°C) Temp. Rating 175°F (79°C) Temp. Rating 200°F (93°C) Temp. Rating 286°F (141°C) Temp. Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus I Upright cULus Pendent VdS F1 FR40 Recessed Pendent VdS Pendent cULus Fl FR42 Recessed Pendent cULus I Upright cULus F1FR42LL Pendent cULus ULH Recessed Pendent cULus ULH Pendent cULus F1FRXLH Recessed Pendent cULus I Upright cULus Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC F1FR56 Concealed Pendent cULus I cULus VdS EC I cULus Upright cULus, FM, LPCB, VdS, EC "Conventional (Pendent or Upright)" LPCB VdS EC Pendent cULus ULH F1FRS6LL tRecessed Pendent cULus, ULH Concealed Pendent* cULus, ULH Horizontal Sidewall cULus, FM Fl FR56 Recessed Horizontal Sidewall cULus, FM F1FR56 Vertical Sidewall (Pen- dent _or_Upright) cULus, FM, LPCB * Model Fl FR56 Concealed Pendent and Fl FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 1350F (57C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 1650F (740C) temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Model Fl Model F2 Model FP Deflector/ Model Orientation (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 F1FR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM, LPCB, cULus, VdS, EC RA1414 EC VdS, EC F1FR56LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 I I I I I I I ri I I I I I I I I I" X 1/2" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION F! ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS = 3/8"[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4"[19mm] -777-7 / I AT MINIMUM RECESS = 3/8 "[9.5mm] Fl ESCUTCHEON J AT MAXIMUM RECESS = 7/8122.2mm] I 8" AT MINIMUM RECESS = 1-5/8 "[41.3mm] F2 ESCUTCHEON I AT MAXIMUM RECESS = 1-1/8 "[28.6mm] AT MINIMUM RECESS = 1-5/8"[4 1.3mm] 2 1/4 HOLE OH. [57.2mm] I 15/160/A [49.2mm] H [_ 1 TURN COLLAR [f UNTIL TIGHT --------- AGAINST SPRINKLER WRENCH BOSS / Fl ESCUTCHEONJ_ f?7 3/4"[ 19mm] ADJUSTMENT F2 ESCUTCHEON 1/2"[12. 7m M] ADJUSTMENT 2 27/32" 0/A. [72.2mm] I I I I I I I I Model Fl FR56, Fl FR561-L, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model Fl or F2 escutcheon L 1" X 1/2" REDUCER 2 5/8" DIA. [66.7mm] HOLE IN CEILING 2 5/16" 0/A. [58.7mm] CUP CEILING FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAX/MUM RECESS = 1-1/2 "[38mm] AT MINIMUM RECESS = 1 '125.4mm] AT MAX/MUM RECESS = 9/16 "[14.3mm] Y2"[12. 7mm] ADJUSTMENT 3 1/4" 0/A. AT MINIMUM RECESS 1 = 125.4mm] [82.6mm] Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. I I I I I I I I I I FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS = 3/819.5mm1 F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4"[19mm] AT MINIMUM RECESS = 3/8"[9.5mm] 1-2 1/4" HOLE DIA. [5 7.2mm] 1" X 1/2" REDUCER - Fl ESCUTCHEON LL AT MAXIMUM RECESS = 1-3/8"[34.9mm] H AT MINIMUM RECESS = 2-1/16 "[52.4mm] F2 ESCUTCHEON I AT MAXIMUM RECESS = 1-5/8"[41.3mm] -a....] 1/8" AT MINIMUM RECESS = 2- 1/16"[52.4mm] I I I I r 11 15/16" DIA. 4]J i [49.2mm] I 2 27/32" DIA. [72 .2mm] If (i) 4"-12" [101. 6mm-304. 8mm] CEILING TO DEFLECTOR I I TURN COLLAR UNTIL -' TIGHT AGAINST SPRINKLER WRENCH BOSS Fl ESCUTCHEON 3/4"[l9mm] ADJUSTMENT F2 ESCUTCHEON 1/2"[12. 7mm] ADJUSTMENT OIJFOOJE RECESSED HSW w/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" - 6' [101.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model Fl FR56 Recessed Horizontal Sidewall sprinkler with Model Fl or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW T 2 5/8" DIA, 2 5/16" C/A - I HOLE IN CEILING CUP 1 1/2" MAX. FACE OF FITTING -1jTO FACE OF CEILING DIMENSION CEILING 1/2" MAX. J W 15/16 COVER ADJUSTMENT COVER PLATE ASSEMBLY J 5/16 C/A. SPRINKLER CONCEALED, 1/2" ADJUSTMENT 01701A Fig.4 Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment - Model CCP cover plate Rj I I I H I I I I I I I I I 4 L)I/1. HOLE IN CEILING 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 1" x 1/2" REDUCING TEE OR ELBOW -El -------- } 2 5/16" 0/A CUP - A CEILING 5/16" MAX. COVER ADJUSTMENT COVER PLATE ASSEMBLY 5/16 DIA SPRINKLER I LII I I I I I CONCEALED, 5/16" ADJUSTMENT 017FG02A I Fig. 5- Model Fl FR56IF1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.0mm) adjustment - Model CCP cover plate Maintenance The Model Fl FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Finishes (1) Standard Finishes Sprinkler Escutcheon Cover plate11 Bronze Brass Chrome Chrome Plated Chrome Plated White Polyester Coated OMP White Painted Special Application Finishes Sprinkler Escutcheon Cover plate' Electroless Nickel PTFE(7)PTFE Electroless Nickel Bright rig Brass Bright Brass(3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint2116 Black Paint I Off White Off White (2)(6) Off White I Satin Chrome Chrome Dull Chrome Dull I (1) Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. (2( cULus Listed only. 200°F (93°C) maximum. cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white, Corrosion resistance in other polyester colors is available upon request. FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (Vd5) and RA1475. cULus listed Corrosion Resistant Material Data Frame: DZR Brass, QM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb: Glass Ordering Information Specify: Sprinkler Model: [Fl FR28][F1 FR4O][F1 FR42] [Fl FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] Sprinkler Deflector/Orientation: [Pendent] [Recessed Pendent) [Upright] [Conventional][ Horizontal Sidewall] [Recessed Horizontal Sidewall] [Vertical Sidewall] Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Sprinkler Temperature Rating: [135°F (570C)][155°F (68°C)][175°F (79-C)] [200-F (93-C)] [286-F (141°C)] Sprinkler Finish Escutcheon Model: [Fl] [F2] [FP] Escutcheon Finish (where applicable) Cover plate Model: [standard profile CCP 1/2-inch (12.7mm) adjustment][low profile CCP 5/16-inch (8.0mm) adjustment] Cover plate Temperature Rating: [135°F(57°C)for use with Ordinary Temperature sprinklers][ 1 650F (74°C) for use with Intermediate Temperature sprinklers] Cover plate Finish Note: When Model Fl FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. I I I I I I I LI I I 7. I Reliable ... For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.re1iab1esprirk1er.com Internet Address ®Recycled Paper Revision lines indicate updated or new data. EG. Printed in u.S.A. 03/19 P/N 9999970300 — I : INNOVATIVE FIRE PROTECTION INC. I I I I 3) Pipes I I I I I I I I I I 8779 Cottonwood Ave., Ste. 101 - Santee, CA 92071 - : 619593.8200 F.: 619.593.9133 I Ifpinc.net - OA License 0.16711148 Worldwide Contacts I www.tyco-fire.com I I I I Installation I I I I I tqca BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description TYCO CPVC Pipe and Fittings pro- duced by Johnson Controls are designed exclusively for use in wet pipe automatic fire sprinkler systems. The TYCO CPVC Pipe and Fittings are produced from BLAZEMASTER CPVC compound that is a specially developed thermoplastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art addi- tives. TYCO CPVC Pipe and Fittings are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapt- ers are available to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. Insym The CPVC Pipe and Fittings produced with BLAZEMASTER CPVC compound described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. Technical Data Sizes 3/4 Inch to 3 Inch Maximum Working Pressure 175 psi Approvals UL and C-UL Listed FM Approved LPCB Approved NSF Certified MEA Approved (Refer to Installation Handbook lH-1900 dated April 2016 for exact listing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40) ASTM F439 (Sch. 80) ASTM F1970 Color Orange TYCO CPVC Pipe and Fittings are to be to be installed in accordance with Installation Handbook IH-1900. Li I I I I The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Page 1 of 2 AUGUST 2018 TFPI9I5 I Li I I I I TFPI9I5 I Page 2 of 2 Care and I Maintenance TYCO CPVC Pipe and Fittings are to be maintained and serviced in accordance I with this section. Before closing a fire protection system control valve for inspection or main- tenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must first be obtained from the proper authorities and all person- nel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- I toring proprietary and/or central station alarms. The owner is responsible for the inspec- I tion, testing, and maintenance of their fire protection system and de-vices in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSO- I CIATION (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- I dance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. I I d I I I I 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 0 2018 Johnson Controls. All rights reserved. All specifications and other intersection drown were current ao at document roviaion date and or,doblect to change without notice. I NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks at NaSonal Fire ProtectIon ksSoOletlofl; BLAZEMASTER ISO trademark of The LubrlaOl Corporation Johnson '/j Controls ULI ' p I (•_ -.' LU ci 0 ca 101 Sm loose Tube® is a customer focused, vth oriented manufacturer and er of tubular products, where ,s is based on a commitment eeting the customer's perception iva I ity. )ur strength resides in our people working together to satisfy customers and to promote business growth by achieving superior financial performance. www.BullMooseTube.com sales@bullmoosetube.com 800.325.4467 BULL.. MOOSE TUBE COMPANY Pq ADVANTAGES OF BULL MOOSE TUBES EDDY PIPE® FAMILY All pipe products are UL Listed (for U.S. and Canada), and have been approved by Factory Mutual. Excellent production and coating capabilities, tighter tolerances, and our unique steel properties make our pipe excellent for roll grooving, welding, threading, and plain end fittings. All products are certified to ASTM Al 35 and A795 Type E, Grade A. Available in specific cut to order lengths from regular mill rollings. More popular sizes available with coating or bare. Ultra Eddy®, Eddy Flow®, Eddylite®, and Eddythread 40® offer cost savings along with superior hydraulics without compromising service life, Sprinkler pipe inventory stocked in Masury, Ohio; Gerald, Missouri; Casa Grande, Arizona; Kent, Washington; and Dallas, Texc. All Bull Moose (black) spi'iiikler pipe includes our exclusive EDDY GUAKU Il® MI(_ preventative coating. Bull Moose Tube® sprinkler pipe is FBCTM compatible. Bull Moose Tube's® "Eddy Pipe®' PRODUCTS Schedule 10 and Schedule 40: FM approved and UL listed sprinkler pipe. Eddythread 40®: Light threadable Schedule 40 replacement with corrosion resistance ratio of 1.0. Eddylite®: Lightwall threadable with standard outside diameter. Eddy Flow®: Cost effective replacement for Schedule 10. Ultra Eddy®: Lightwall roll groovable pipe. Bull Moose galvanized steel sprinkler pipe is hot dipped galvanized to meet ASTM A 123 standards. All products are stencilled to meet FM & UL specifications. PROTECTION Eddy Guard Il®: Bull Moose Tube® is producing product that can resist bacteriological growth even after multiple rinse-outs. You know MIC corrosion can impact your installation and your property. Specify Bull Moose Tube® "Eddy Guard Il®" and feel comfortable knowing that you are getting Eddy Pipe® product you trust with the bacteria resistance you need. Eddy Guard Il® is NFPA 13 and NFPA 13R systeni compatible for use in hybrid systems as well as FM approved. All Information contained herein is accurate as known at the time of publication. Bull Moose Tube® reserves the right to change product specifications without riuliie and without incurring obliqation. Ml Bull Moose Tube's® Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube® made the decision to have them approved and listed. Our Schedule 10 and Schedule 40 have a pressure rating of 300 PSI and have been through the same rigorous testing as our other fine pipe products. Schedule 10 can be supplied roll grooved or plain end Bull: Moose Tube's Schedule 10 and Schedule 40 pipes are hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL spcific4j,on,,. c®us LISTED <> APPROVED [@4 4rf4 NFPA 21 NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.097 1527 141 lbs/ft 1.820 91 .1-1/4 1.660, 1.442 9.91 1'81 lbs/ft 2.518 61 1-1/2 1.900 1.682 7.76 2.09 lbs/ft 3.053 . 61 2 .2 .375 2.157 627 2.64 lbs/ft 4.223 37 2 1/2 2,875 2.635 4.92 3.53 lbs/ft 5.893 30 3 3.500 3.260 3.54 4.34 lbs/ft 7.957 19 4 . 4.500 . 4.260 2.50 . . 5.62 lbs/ft 11.796 . 19 NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.049 100 168 lbs/ft 2.055 70 11/4 1660 1380 100 227 lbs/ft 2918 51 1 1/2 ) 1 qori 1.610 1.00 272 lbs/ft 3.602 44 2 2 375 2.067 1.00 3.66 l6s/ft 5.114:' 21/2* 2.875 2.468 1.00 5.80 lbs/ft 7.875 30 3* 3.500 3.068 1.00 758 lbs/ft 10.783 19 4* 4.500 4.026 100 1080 lbs/ft 16.316 19 *ofliy available in Casa Grande, AZ **Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. -- For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas, TX Masury, OH BULL MOOSE TUBE COIVIRAJMY 63017 EDDYTHF A LIGHTWEK3HT scHEa Bull Moose Tubes- Eddythread 40® ADVANTAGES OF BULL MOOSE TUBE® EDDYTHREAD 40® is a lightweight replacement for • Has a Corrosion Resistance Ratio of 1.0. Schedule 40 that has a Corrosion • Has a pressure rating of 300 psi. Resistance Ratio of 1. • Is lighter weight than Schedule 40. Is approved by Factory Mutual and listed by Underwriters Laboratories. Is produced in accordance to ASTM Al 35 and A795 Type E, Grade A. Can be used with standard Schedule 40 threaded fittings, couplings, and valves. Is produced from steel with excellent properties of strength and threadability. Can be used in wet, preaction, and deluge type sprinkler systems. Can be hot dipped galvanized to meet FM's requirement for dry systems. Offers lower freight costs. Supplied with EDDY GUARD Il® MIC preventative coating. EOOVTHREAD 40® SPECIFICATIONS NOMINAL PIPE 0.D. I D WEIGHT WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR* LB./FT WEIGHT SIZE 1 1.295 1.083 1.00 1.461 1.860 70 1-1/4 1.650 1.418 1.00 2.070 2J54 51 1-1/2 1.900 1.654 1.00 2.547 3.468 44 2 2 l? 1 00 3-308 4.842 30 •• 5•• *Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe ciirfirec should he free from indentations and nroiectionc from the end of the Dice to the groove. All loose paint, scale, dirt, chips, c®us LISTED <9> APPROVED Do 4' ONfSA NFPA' grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande,AZ Dallas, TX Masurt OH BULL T%IOOSE TUBE COMPANy 63017 - 5 ; - - - - - - - -• - - - - - - Moose Tube's® Eddylite® is Bull ADVANTAGES OF BULL MOOSE TUBE® EDDYLITE® a lightwall threadable pipe Standard outside diameter, unlike some other lightwall threadable pipe products. manufactured in NIPS 1 " through Lighter in weight than Schedule 40. 2". EddyliteO is a truly unique Superior burst strength and corrosion resistance ratio compared to other lightwall threadable pipe products. product within the fire protection Exceptionally strong, meets or exceeds ASIM Al 35 minimum yield requirements. industry. Can be used with standard couplings, fittings, and valves. Freight savings. This product has been engineered Lower sprinkler system costs without compromising service life. to provide lower cost fire protection Better hydraulics than Schedule 40. systems without compromising Wall thickness and weight close to Schedule 30; compare to other lightwall threadable water filled products with wall service life, adequate wall thickness, thickness less than Schedule 10! or standard outside diameter. Eddyhte is manufactured to meet CORROSION RESISTANCE RATIO CRR) the requirements of ASTM Al 35 NOMINAL STANDARD INSIDE UL UL WEIGHT WATER BUNDLE and A795 specifications. This pipe PIPE SIZE (IN) O.D. (IN) DIAMETER (IN) THREADED UNTHREADED PER FT. FILLED SIZE product has been fully approved by Factory Mutual and listed by 1 1.315 1137 0.13 7.47, 1.260 1.700 91 Underwriters Laboratories (for f-'114 I 660 482 0,06,479 _1,,617 2364, U.S.and Canada) for use in fire 1-1/2 1.900 1.712 012 453 1.967 2965 51 protection systems with aworking 2 2.375. 2.177 016 431 2.617 4,230 37 pressure of 300 psi or less. "Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease and rust must be removed prior to installation Failure to take these Important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. c®us LISTED APPROVED [] AA ONFSA A. For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call (800) 882-4666 sales@builmoosetube.com NFPA' '1 ( 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas,D( Masury, OH BULL. VIOBSE TUBE COMWAflJV 63017 6 Bull Moose Tube's® Eddy Flow® is a specially engineered replacement for Schedule 10, offering better, flow characteristics while providing design flexibility. This product is FM approved as well as UL Listed (for U.S. and Canada) for roll grooving and welding As an added benefit, it is more economical to use than Schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's® larger ID provides an opportunity for downsizing. and further cost savings. ADVANTAGES OF BULL MOOSE TUBE EDDY FLOW® Certified to ASTM Al 35 and A795 Type E, Grade A. FM approved for roll grooving and welding for use in wet systems. UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. Lightweight - saves shipping costs and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. Can be supplied roll grooved or plain end. Can be hot dipped galvanized to meet FM's & UL requirement for dry systems. Supplied with EDDY GUARD Il® MlC preventative coating. NPS O.D. EDDY FLOW® EDDY FLOW® WEIGHT BUNDLE WATER FILLED SIZE (IN) (IN) (ID) CRR* PER FT. WT. SIZE 1-1/4 1.660 1.530 1.98 1.222 2.019 61 1-112 1.900 1.728 3.44 1.844 2.860 61 2 2.375 2.203 2.78 2.330 3.982 37 2-112 2.875 2.705 1.66 2.809 5.299 30 3 3.500 3.334 1.00 3.361 7.144 19 4 4500 41() iOfl 4968 11290 1 *Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take those important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. c®us LISTED <9> APPROVED I;] . NFPK For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com U 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas, TX Masur OH - BULL NQDBE TUBE car.,,PAIW 63017 7 -. -. - - - - - - - - - - - - - - Bull Moose Tube's® Ultra Eddy® is a versatile product that can be roll grooved, welded, and used with Pressfit* Products. ADVANTAGES OF BULL MOOSE TUBE® ULTRA EDDY® Certified to ASTM Al 35 and A795 Type E, Grade A. FM approved for roll grooving and welding for use in wet systems. UL listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. Lightweight - saves shipping costs, offers easier handling. Multidimensional: Can be used with all Schedule 5 approved roll grooved, welding and Pressfit* Products for pressures up to 175 psi. Designed to generic Schedule 5 tolerances for easy interchangeability with all approved or listed fittings. Can be supplied roll grooved or plain end. 'With a larger ID than other products on the market today, Ultra Eddy® offers substantial improvements in hydraulics. This improvement allows for downsizing within the system which offers the opportunity for additional cost savings. Can be hot dipped galvanized to meet FM's requirement for dry systems. NPS O.D. ULTRA ULTRA EDDY® WEIGHT WATER BUNDLE (IN) (IN) EDDY® (ID) CRR** PER FT. FILLED WI. SIZE 1 1.315 1.201 2.17 868 1.359 91 1-1/4 1.660 1.546 1.40 1107 1.920 61 1 1/2 1 900 1 786 111 1.274 2.360 61 2 2,375 2.261 too 1.604 3.344 37 * Pressfit is a Registered Trademark of Victaulic Company of America ** Corrosion Resistance Ratio per latest UL Directory Listing t c®us LISTED APPROVED NFPA'i:: 8 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 0 For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com 8 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas, TX Masury, OH BULL. NIDOSE TUBE CONIBANY 63017 c®us LISTED APPROVED (] A... NFPA NPS(IN) 1 1-1/4 1-1/2 2 2-1/2 3 4 OD. n) 1.315 1.660 1.900 2.375 LD.(in) 1.201 1.546 1.786 2.261 tJUFRA EDDY* Empty Weight (lb/ft) 0.868 1.107 1.274 1.604 Water-Filled Weight (lbtft) 1,359 1.920 2.360 3.344 C.R.R. 2.17 1.40 1.11 1.00 01) (in) 1.660 1.900 2.375 2.875 3.500 4.500 1.530 1.728 2.203 2,705 3.334 4.310 EDDY h0VV11 Empty Weight (lb/ft) 1.222 1.844 2.330 2.809 3.361 4.968 Water-Filled Weight (lbtft) 2.019 2.860 3.982 5.299 7.144 11,290 C.RR 3 j9&1 3.4'1 2.78 1.66 100 1100 0.0(m) 1.315 1.660 1.900 2.375 2.875 3.500 4.500 l.D.(in) 1.097 1.442 1.682 2.157 2.635 3.260 4.260 SCHEDULE 10 Fmpty Weight (lbift) 1.410 1.810 2.090 . 2.640 3 530 4.340 5.620 Water-Filled Weight (lb/ft) 1.820 2.518 3.053 4.223 5.893 7.957 11.796 C.R.R. 15.27 9.91 7.76 6.27 4.92 3.54 250 0.0(m) 1.315 1.660 1.900 2.375 LD.(mn) 1.137 1.482 1.712 2.177 EDDYLITE Empty Weight (lbtft) 1.260 1.617 1.9G7 2.617 Water Filled Weight (lblft) 1.700 2.364 2.965 4.230 C.R.R. 0.13 0.08 0.12 0.16 00(m) 1.295 1.650 1.900 2.375 EDDYTHREAD l.D.(mn) 1.083 1.418 1.645 2.123 40® Empty Weight (lb/ft) 1.451 2.070 2.547 3.308 Water-Filled Weight (b/ft) 1.860 2.754 3,468 4.842 C.R.R. 1.00 1.00 1.00 1.00 0.D.(mn) 1.315 1.660 1.900 2.375 2.875 3.500 4.500 l.D.On) 1.0119 1.380 1.610 2.0G7 2.469 3.068 4.026 SCHEDULE Empty Weight (lb/ft) 1.680 2.270 2.720 3.660 5.800 7.580 10.800 40 Water-Filled Weight (lb/ft) 2.055 2.918 3.602 5.114 7.875 10.783 16.316 C.RR. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 sales©bullmoosetube.com U 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas, TX Masury, OH BULL IVDS2 TUBE COMPANY 63017 -. - - mom M = MMM - - - - - - - NPS PIPE WEIGHT PIECES WEIGHT WEIGHT WEIGHT TYPE PER FOOT PER BUNDLE PER BUNDLE PER BUNDLE PER BUNDLE ULTRA EDDYO 0.868 91 1,659 1,896 1,975 SCHEDULE 10 1.410 91 2,695 3,079 3,208 I EDDYLITE' 1.260 91 2,408 2,752 2,867 EDDYTH READ 40 i.461 70 2,148 2,454 2,557 SCHEDULE 40 1.680 70 2,470 2,822 2,940 I ULTRA EDDY 1107 61 1,418 1,621,-, 1 688 EDDY FLOW" 1.222 61 1,565 1,789 1,864 SCHEDULE 10 1.810 61 2,319 2,650 2,760 1-1/4 EDDYLITE' 1.617 61 2,071 2,367 2,466 EDDYTHREAD40 2.070 51 2,217 2,534 2639 SCHEDULE40 2.270 51 2,431 2,778 2,894 ULTRA EDDY 1.274 61 1,632 1,865 1,943 EDDY FLOW" 1.844 61 2,362 2,700 2,812 SCHEDULE 10 2.090 61 2,677 3,060 3,187 11/2 EDDYLITE' 1 .967 61 2,520 2880 3,000 EDDYIHREAD40 2.547 44 2,353 2,690 2,802 SCHEDULE40 2.720 44 2,513 2,872 2,992 ULTRA EDDY 1.604 37 1,246 1,424 1484 EDDYFL0W 2.330 37 1,810 2,069 2155 SCHEDULE10 2.640 37 2,051 2344 2442 2 EDDYLITE' 2.617 37 2,033 2,324 2,121 EDDYTH READ 40 3.308 30 2,084 2,382 2,481 SCHEDULE 40 - 3660 30 2,306 2635 2,715 cDus LISTED EDDY FLOW"' 2,809 1,770 2,022 2,107 21/2 SCHEDULE 10 3.530 30 2,224 2,542 2,648 SCHEDULE40 5.800 3,654 4,176 4350 <:S> r EDDY FLOW 3.361 1,341 1,533 1,596 APPROVED 3 SCHEDULE 10 4340 19 1,732 1,979 2,062 SCHEDULE40 7.580 3,024 3,456 3,601 A EDDY FLOW 4.968 1,982 2,265 2,360 ,, "o. [] ONFSA 4 SCHEDULE 10 5.620 19 2,242 2,563 2,670 * - NFPA I. __l SCHEDULE 40 10800 4,300 '1925 flO 1 6 SCHEDULE10 9.289 10 1,951 2,229 2327 8 SCHEDULE10 16.940 7 2,490 2846 2,965 10 * Only Available in Casa Grande, AZ. BULL MOOSE TUBE COMPANY 1819 Clarkson Road Chesterfield MO 63017 PHONE (800) 325-4467 FAX;. (636) 537-2645 www.bullmoosetube.com sales@bullmoosetube.com Bull Moose Tube EDDY FLOW Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Max Zone of Influence Load (Fpw) lbs. Max. Transverse and 4-way Brace Spacing ( ft.) *** According to HLF for the 2006 & 2009 IBC (ASCE7-05 ) & Ci.' for NFPA-1 3 shown in BOLD TYPE Pipe Transverse Brace Spacing* Size 20 ft. 25 ft. 30 ft. 35 ft. 40 ft. 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 1 2.25 2.50 2.75 3.00 1 1/4 136 109 89 76 64 40 40 37 32 29 26 24 23 21 20 19 18 1 1/2 232 185 152 130 109 40 40 40 35 31 29 27 25 23 22 21 20 2 372 297 244 209 175 40 40 40 38 34 31 28 27 25 24 23 22 21/2 549 440 360 309 258 40 40 40 40 36 32 30 28 26 25 24 23 3 809 1 648 1 531 455 381 40 40 40 40 37 34 31 29 28 26 25 24 4 1544 1 1235 1 1012 867 726 40 40 40 40 40 37 34 32 30 29 28 1 26 Bull Moose Tube EDDYTHREAD 40 Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings MaxZone of Influence Load (Fpw) lbs. Max. Transverse and 4-way Brace Spacing (ft.) According to HLF for the 2006 & 2009 IBC (ASCE 7-05 ) & Cp for N EPA-i 3 shown in BOLD TYPE Pipe Transverse Brace Spacing Size 20 ft. 25 ft. 30 ft. 35 ft. 40 ft. 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 1 119 95 78 67 56 40 40 36 31 28 25 24 22 21 20 19 18 11/4 218 175 143 123 103 40 40 40 35 31 28 26 25 23 22 21 20 1 1/2 312 250 205 175 147 40 40 40 37 33 30 28 26 25 23 22 21 2 518 414 339 291 243 40 40 40 40 36 33 30 29 27 26 24 23 c®us LISTED <9> APPROVED NFPA Q For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas,T)( Masury OH 8ULF1ODSL1.iECOflRAJ%IY 63017 11 - ,- - - - - - - - - - - - - - - - - - c®us LISTED I APPROVED C 4m] WSA NFPA BMT EDDY PIPE® BRAND SPRINKLER PIPE IS PRODUCED AT OUR GERALD, MO., CASA GRANDE, AZ. AND MASURY, OH. PLANTS WITH ADDITIONAL STOCKING LOCATIONS IN DALLAS, TX. AND KENT, WA. FOR ADDITIONAL INFORMATION CONTACT YOUR SALESPERSON TODAY AT: (800) 3254467 OR FROM CANADA CALL: (800) 882-4666 S i(•. -. S J -- .5 - - -.5-5-- - _------ - -.5--.- .5- STOCKING LOCATION LISTED [] ONFSA ,A, MANUFACTURING C APPROVED NFPX STOCKING LOCATION 5:. I I I I I I ri I I I I I 1 I I 8779 Cottonwood Ave., Ste. 101 - Saritee, CA 92071 TE.: 619.593.8200 FAX: 619.593.9133 tfpinc net • CA License #C.16.711148 P H i : INNOVATIVE - FIRE PROTECTIONS INC. • I Worldwide www.tyco-fire.com Contacts I I I 11 Installation I I I I L tqca BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description TYCO CPVC Pipe and Fittings pro- duced by Johnson Controls are designed exclusively for use in wet pipe automatic fire sprinkler systems. The TYCO CPVC Pipe and Fittings are produced from BLAZEMASTER CPVC compound that is a specialty developed thermoplastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art addi- tives. TYCO CPVC Pipe and Fittings are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapt- ers are available to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. NOTICE The CPVC Pipe and Fittings produced with BLAZEMASTER CPVC compound described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. Technical Data Sizes 3/4 Inch to 3 Inch Maximum Working Pressure 175 psi Approvals UL and C-UL Listed FM Approved LPCB Approved NSF Certified MEA Approved (Refer to Installation Handbook IH-1900 dated April 2016 for exact listing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40) ASTM F439 (Sch. 80) ASTM F1970 Color Orange TYCO CPVC Pipe and Fittings are to be to be installed in accordance with Installation Handbook lH-1900. I 1 I I I The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Page 1 of 2 AUGUST 2018 TFPI9I5 I I I I I I TFPI9I5 I Page 2of2 Care and I Maintenance TYCO CPVC Pipe and Fittings are to be I maintained and serviced in accordance with this section. Before closing a fire protection system control valve for inspection or main- tenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must first be obtained from the proper authorities and all person- nel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- I toring proprietary and/or central station alarms. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and de-vices in compliance with this document, as well as with the applicable standards of the I NATIONAL FIRE PROTECTION ASSO- CIATION (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. Contact the installing con- tractor or product manufacturer with I any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. I I I I I I 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 C 2018 Johnsan Controls. All rights reserved. All specification, and other information shown were current as of document revision dote and are subject to change without entice. Johnson NATIONAL FIRE PROTECTION ASAOCIATION and NFPA are registered trademarks at Natlonel Fire PromotIon Associatlon B Controls LAZEMASTER Is s lradema rrr of The Lubrizol COrpnratlOn PATENTED (ct'lus Goyt System STYLE 005H WITH VIC-PLUSTM GASKET SYSTEM I FireLock Style 005H rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design I permits assembly by removing one nut/bolt and swinging the housing over the gasket. This reduces components to handle during assembly. Style 005H FireLock coupling are designed and recommended for use ONLY on fire protection systems. I VicPlusTM Gasket System: Victaulic offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The Vic-Plus System (patented) is dry, clean, and non-toxic. It reduces I assembly time substantially and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements and dry pipe fire protection system notes. I I I [11 I I LISTING/APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. I I I FM approved for service in 1 ½ - 4' pipe. UL Listed for service up to 4" pipe only. @ UL Listed for service up to 3" only. I I JOB/OWNER CONTRACTOR I System No. Submitted By Location Date__________________________________ ENGINEER Spec Sect Approved Pa ra___________ DIMENSIONS - - - 1!. STYLE 005H WITH VIC-PLUSTM GASKET SYSTEM 11/4 1.660 350 755 .0.125 2.75 4.50 1.88 1.2 32 42.4 2413 :3370 1' -X'v - 70 ;tl4i 48 0.5 1½ 1.900 350 990 0,C5 2-/8Xj4 :l 3.00 4.75i1.88: 1.2 40 48.3 2413 4415 1.2 76 121 48 0.5 2 2.375 350 1550 00: -3.50 5.25t.88 1.6 50 60.3 2413 6900 1.: 89 133 48 w 07 21/2 2.875 : 350 : 2270 00 400 5.75 - 1.88 1.9 65 73.0 2413 : t011O : q -2-sx. 102 - 146 48 ; .09 - 3.000 i 350 2475 00 ,4.13.5.751.88- 1.9 76.1 mm 76] 2413 11010 t: 7_ /2 : 05 : 146 48 0.9 3 3.500 350 :3365 0.7 2- /8X ,14.63;6.13;1.88 2.1 80 88.9 --413 -------r ½ 118 : 156 48 1:.0 4 4.500 350 -5565: 0.15 ,5.75:7.252.13 3.1 100 114.3 : 2413 - 24770 2-/x/ 146 184 54 - 1.4 1080mm 4.250 : 300 4255 0.15 2-3/x'V . 5.63 i 7.25 2.13 3.1 108.0 2068 18940 4. 143 184 54 - 1.4 5 5.563 - 300 7290 015 6.88 9.00 2.13 4.5 . 125 141.3 2068 32445 4: 2-/rx3 175 229 54 2.0 133.0 mm 5.250 : 300 !6495: 0.15; 2'2Y'4 -663E9.002.13 4.5 133.0 :: 2068 28900 4 168 229 - 54 2.0 - 5.500 300 - 7125 : 0.15 6.88 9.00 2.13 4.8 1397mm - 139.7 2068 - 31715 - 4. 2½x-/ - 175 229 54 - 2.2 6 6.625 300 - 10340 0.16 ; 2-/2X3 : 8.00 - 10.00 2.13 5.0 150 168.3 - 2068 : 46020 : : 203 - 254 53 2.3 1590 mm 6.250 300 : 9200 016 2-½x3/ 7.63 10.00 2.13 5.5 1590 2068 40955 4 194 254 54 25 6.500 300 9955 0.15 : 8.15 . 10.00 2.13 : 55 165.1 mm : 165.1 2068 : 44295 4 2-/253 - 207 254 - 54 2.5 8 , 8.625 : 300 : 17525 : 0.12 2 _S/wrL¼ 10.50 : 13.14 : 2.63 11.3 200 219.1 : 2068 ; 78000 - 42 - 267 334 67 - 5.1 Working Pressure and End Load are total, from all interr al and external loads: based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for perfor- mance on other pipe. WARNING: FOR ONE TIME F ELD TEST ONLY, the Maximim Joint Working Pressure may be increased to 1 ½ times the figures shown. S The allowable pipe separati on dimension shown is for ystem layout purposes only. Style 0051-I couplings are considered rigid connections and wiH not accommoda:e expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victa.jlic for details. § Style 0051-I couplings are VcS and _PC Approved 1016 Ear/235 psi. IlL '241.1821 iiT1li roo Oil Rated for wet and dry sprinkler systems at 350 psi/2413 kPa for 1 - 4/32 - 100 mm sizes and 300 psi /2068 kPa for 4¼- 87108 -200 mm sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005H is rigid and does not accommodate expansion, contraction or angular deflection. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1OO22 JctauIi REV K 51 I I IPS CARBON STEEL PIF'i FIRE PROTECTION PRODUCTS FrL !ing STYLE 005H WITH VIC-PLIJSTM GASKET SYSTEM 10.02 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America); red enamel (Europe) Optional: Hot dipped galvanized Gasket: Grade "E" EPDM - Type A Vic-Plus7 Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic-Plus'° Gasket System, requiring no field lubrication for most installation conditions. Grade "L" Silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade E" Type A FlushSeal® Gasket Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. A Standard gasket and FlushSeal gasket approved for dry pipe systems to —40°F/-40°C. Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 0°F/-18°C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. I I I I I I I I I F1 I I I I I STYLE 005H WITH VICPLUSTM GASKET SYSTEM GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are ins-ailing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. For complete contact information, visit www.victaulic.com 10.02 1538 REV K UPDATED 02/2013 . Ac~-1-9lic vicTAuLic IS A REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10,02 I JOB/OWNER System No. Location CONTRACTOR ENGINEER Submitted By Spec Sect Para__________ Date Approved I I I I I I [1 .1Wilrn ., STYLE 75 Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi/3450 kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. The Victaulic standard flexible coupling offering for grade "[HP" or "I" gaskets is the Style 177 installation-ready flexible coupling. For all available sizes, the Style 177 is the standard flexible coupling Victaulic supplies in North America for piping systems using Grade "[HP" or "T" gaskets. Contact Victaulic for further details. Performance data presented in this document is based on use with standard wall, carbon steel pipe. For use with stainless steel pipe, please reference document 17.09 for pressure ratings and end loads. When used on light wall stainless steel pipe, the Victaulic RX roll set must be used to roll groove the pipe. For further information regarding roll grooving stainless steel, refer to document 17.01. Exaggerated for clarity MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Gasket: (specify choice") Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+300C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrite Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+60°C and water over +150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. NOTE: Additional gasket styles are available. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. I I I I I I I I nqtp STYLE 75 DIMENSIONS E1ILI--z-wn in 1 1.315 500 680 0-0.06 2 43' 25 33.4 3450 3025 0-1.6 - 11/4 1.660 500 i 1080 0-0.06 2'-10' 32 42.2 3450 4805 0-1.6 1½ 1.900 500 1420 0-0.06 - 56' 40 48.3 3450 6320 0-1.6 2 2.375 500 2215 0-0.06 1 - 31' 50 603 3450 9860 0-1.6 2½ 2.875 500 3245 0-006 1• -15' 65 73.0 3450 14440 0-1.6 761 mm 3.000 500 3535 0-0.06 1 12' 76.1 3450 15730 0-1.6 - 3 3.500 500 4800 0-0.06 - 2' 80 88.9 3450 21360 0-1.6 3½ 4.000 500 6300 0-0.06 0 - 54' 90 101.6 3450 28035 0-16 4 4.500 500 7950 0-0.13 100 ' 114.3 3450 35380 C-3.2 1 - 36' 1080mm 4.250 450 6380 0-0,13 1 - 41' 108.0 3100 ' 28395 C -3.2 41/2 5.000 450 8820 0-0.13 1' 120 127.0 3100 39250 0-3.2 - - 5 5.563 450 10935 , 0-0.13 18' 125 141.3 3100 48660 C'-3.2 - 1330mm 5.250 450 9735 0-0.13 1 21' 133.0 3100 43325 . 0-3.2 - 1397 mm 5.500 450 10665 0-0.13 1 18' 139.7 3100 , 47460 0-3.2 - 4 52, mm 6.000 450 ' 12735 0-0.13 12' 152.4 3100 56670 0-3.2 - 6 6.625 450 15525 0-0.13 150 168.3 3100 69085 0-3.2 - 1590mm 6.250 450 13800 0-0.13 1 9' 159.0 , 3100 61405 0-3.2 - 8 8.625 450 26280 0-0.13 0 -50 200 219.1 3100 116945 0-3.2 , 0.57 2.38 4.27 1.77 , 1.3 48 2-/8 x2 61 108 45 0.6 0.45 2.68 4.61 1.77 1.4 38 2 3/ 2 68 4 117 45 0.6 0.40 . 2.91 4.82 .77 1.5 33 2 - /8 x 2 74 122 ' 45 0.6 0.32 1 3.43 5.22 ' 1.88 1.7 26 2-/8X2 87 133 48 0.8 0.26 , ---.,--- 3.88 5.68 ..- 1.88 1.9 22 2-/aX2 98 144 48 0.9 0.26 4.00 5.90 1.88 1.9 22 1 2 - 3/ x 2 8 102 150 48 0.9 0.22 ' 4.50 I 7.00 1.88 2.9 18 2_1/ x 2/ 2 ' 114 ' 178 48 1.3 0.19 5.00 7.50 1.88 2.9 16 2 - V x 33/ , . 127 191 48 1.3 0.34 1 5.80 8.03 2.13 4.1 28 2-V x 2/ 2 147 204 54 1.9 0.35 2 2 700 '5.55 -1 x 7.79 2.13 3.7 29 . 141 198 54 1.7 0.25 6.13 9.43 2.13 5.5 21 75/ x 3y 156 240 54 2.5 0.27 2- /3X3/4 ' 6.88 10.07 2.13 5.8 23 175 256 54 ' 2.6 0.28 6.55 9.37 2.13 6.0 24 2 6 82 5 ' - 1 x . 166 ' 238 54 , 2.7 0.28 6.80 9.59 2.13 6.3 24 - 8X 2 5/ 3y 173 244 54 2.9 0.21 2-/8X3/4 7.38 10.48 1.88 ' 6.2 18 187 266 48 2.8 0.23 1 2 -V x 3/ 8.00 11.07 2.13 7.0 18 203 28154 3.2 0.24 . 7.63 1049 2.13 6.8 20 2- 16x 82.5 194 266 54 ' , 3.1 0.18 ' 10,34 13.97 2.32 12.4 2-34x4¼ ' 14 263 355 59 5.6 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure maybe increased to 11/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 1/4 - 3 1/2/20 - 90 mm; 25% for 4/100mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY, ALL RIGHTS RESERVED.. 06.052 taulid REVN II Flexible Coupling STYLE 75 I I I I I I I I I I I I I I I I WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in POE format on our website at www.victaulic.com. FireLockO products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD-developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic IPS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock EZ Style 009N/Style 009H couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel. Red Enamel in EMEA-l. Optional: Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Pa ra Location Date Approved Date www.victaulic.com VIcTAULIc IS A REGISTERED TRADEMARK OF VIcTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REVK JLUkC° 10.031 1 I I IPS CARBON STEEL PIPE- FIRE PROTECTION PRODUCTS 10.03 FireLock® Fittings I I DIMENSIONS I I I Ll I FLOW DATA - 11 11/4 1660 - - - - 32 42.4 1½ 1.900 - - - 40 48.3 2 2275 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 ......,...,.--- 21/2 --8 2.575 4.3 2.2 . 10.8 . 4.3 65 72.0 1.3 0.7 33 1.3 3.800 4.5 2.3 11.0 4.5 76.1 mm - 71 1.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 . 88.9 1.5 0.8 4.0 1.5 108mm 4.250 6.4 3.2 15.3 6.4 103.0 1 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 .49 2.1 5 5.563 8.5 4.2 . 21.0 . 8.5 125 141.3 2.6 1.3 6.4 2.6 159 mm 6.250 9.4 4.9 25.0 9.6 158.8 . 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 163.3 3.0 1.5 7.6 3.0 8 8.625 130 . 5.0 33.0 13.0 200 219.1 . 4.0 . 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com x'04-c-ta-Ulid VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY ALL RIGHTS RESERVED. REV I GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009N/009H couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. I I I I I I I LI I I I LI I I I I I ©VATllVI El * FIRE PROTECTIONS INC I I I I I I I I I I I I I I I 8779 Cottonwood Ave., Ste 101 - Santee CA 92071 - T L 619 593 8200 - F 619 593 9133 tfpinc net CA License #C.16.711148 B_I A Hadso ©1EL Double Check Detector Assembly El 11 Application Designed for installation on water lines in fire protection sys- tems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal & Vertical) ASSE® Listed 1048 AWWA Compliant C510 (with gates only), and C550 CSA® Certified 1364.5 UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MEA 221-04M-2 (2 1/2' - 8") Meets the requirements of NSF/ANSI 61 * (025% MAX. WEIGHTED AVERAGE LEAD CONTENT) By-Pass Backflow Assembly 3/4" Model 950XLD Materials Main valve body Ductile Iron ASTM A 536 Access covers Ductile Iron ASTM A 536 Coatings NSF Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM Fasteners & Springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM Features Sizes: 2 1/2*, 3* , 4", 6", 8", 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged bolt pattern) ASME 1316.42 Class 150 *2 1/2" & 3" sizes use 4" body & reducer couplings Dimensions & Weights (do not include pkg.) MODEL WEIGHT 350ADA SIZE in. I mm LESS SHUTOFF VALVES IbL I JL OSY GATE VALVES FLANGED lbs. I J!9 OSY GATE VALVES GROOVED lbs. k9 BUTTERFLY VALVES FLANGED lbs. kg BUTTERFLY VALVES GROOVED 2 1/2 65 105 48 192 87 184 83 157 71 147 67 3 80 104 47 210 95 200 91 162 73 148 67 4 100 91 41 230 104 204 93 66 139 63 6 150 141 64 362 164 332 151 ~49 111 215 98 8 200 302 137 762 346 738 335 223 445 202 10 250 355 161 1024 464 902 409 285 570 259 ,.'I NSIOI (with OS&Y gates) (with BG valves) Options (Suffixes can be combined) 11 - with flanged end OS & Y gate valves (standard) D L - less shut-off valves (grooved body connections) LM - less water meter RM - with remote reading meter - with gallon meter (standard) O CFM - with cu ft meter 0 CMM - with cu meter meter G - with grooved end connections FG - with flanged inlet connection and grooved outlet connection P1 - with Post Indicator Gate Valves BG - with grooved end butterfly valves with integral supervisory switches 0 BF - with flanged end butterfly valves with integral supervisory switches Accessories O Repair kit (rubber only) O Thermal expansion tank (Model XT) O OS & Y Gate valve tamper switch (OSY-40) MODEL 350ADA with OS&Y option MODEL DIMENSION (approximate) 350ADA SIZE In mm A in mm A WITH BUTTERFLY VALVES in mm B LESS GATE VALVES in mm C in mm 0 i,i mm OS&Y OPEN in I mm E OS&Y CLOSED in I mm E WITH BUTTERFLY VALVES in I mm F in mm G in I mm 21/2 65 351/8 892 321/8 816 201/8 511 41/2 114 9 229 173/4 451 153/8 391 17 432 6 152 71/4 184 3 80 361/8 918 33 838 201/8 511 41/2 114 9 229 201/4 514 17 432 17 432 6 152 71/4 184 4 100 381/4 972 331/4 845 197/8 505 41/2 114 9 229 221/2 572 181/4 464 17 432 6 152 8 203 6 150 471/4 1200 401/4 1022 257/8 657 51/2 140 101/2 267 301/2 775 241/4 616 1 171/2 445 7 178 10 254 8 200 62 1575 55 1397 381/2 978 10 254 12 305 37 940 28 1/2 724 1615/16 430 81/2 216 11 279 10 250 645/8 1641 59 1499 381/2 978 10 254 12 305 455/8 1159 343/4 883 1615/16 430 81/2 216 12 305 Attention: Model 350ADA (grooved body) and Model 350DA (flange body) have different lay lengths. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 1CA1.7411MiNI•4I.Ihu] Rev. J Date: 6/19 Document No. BF-350ADA Patent No. 5,913, 331 Product No. Model 350ADA Page lof2 I 04 (n 69 69 50.5 MODEL 350ADA 2 1/2", 3" & 4" (STANDARD & METRIC) FLOW RATES (lls) 0.0 12.6 25.2 37.9 15 U, a- (a 0 -j w i (I, (a ,r - (I)10 T ---------- -------- Capacity thruSchedulé 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec lOft/sec 15 ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 1 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 PROTECTIVE I I I I I I Flow Characteristics 0 Rated Flow (established by approval agencies) 600 800 189.3 252.4 I u'a QL a. 0 1000 2000 3000 FLOW RATES (GPM) I Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12' (305mm) and a maximum of 30(762mm) above I adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. I I I I I MODEL 350ADABG (Vertical Installation) MODEL 350ADA (Outdoor Installation) Specifications The Double Check Detector Backflow Prevention Assembly shall be certified to NSF/ANSI 61, ASSE® Listed 1048, and sup- plied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a ZURN WILKINS Model 350ADA. Zurn Industries, LLC I Wilkins 1747 commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 I I I I I I I FL 0 200 400 FLOW RATES (GPM) MODEL 350ADA 6",8" & 10" (STANDARD & METRIC) FLOW RATES (Its) 0.0 63.1 126.2 15 Ca a. (j 0 -I w in C,, cc 0 10 &5I1Ii1iD -- -i- -. El 914ma 4,13 a E MWOW X11 ril 4077 Airpark Dr. Standish, Ml 48658 989-846583 .gIobesprinkler.com FIRE SPRI8KLER CORPORATION Technical Support• 989-414-2600 techservice©globesprinkler.com El MODEL UMC UN! VERSA L MANIFOLD CHECK ASSEMBLY (With or Without Control Valve) 11/4", 1%", 2", 21/21I, 76.1n GENERAL DESCRIPTION The Globe Series UMC" Universal Manifold Check is a first of its kind, UL Listed and FM Approved, complete floor con- trol station or shotgun riser assembly. It is pressure rated for 300 psi (20,6 bar). It provides the most compact "footprint" while delivering all of the necessary components for your floor control station as required by the NFPA Standards. With its multiple available configurations, it allows the con- tractor to order the suitable configuration for the site spe- cific needs. The "UMC" Universal Manifold Check is more than just a traditional stand-alone manifold. It serves as a complete floor control station as well as a complete shot- gun riser assembly inclusive of Control Valve with Internal Supervisory Switch; Check Valve; Flow Switch; Test and Drain Assembly; Adjustable Pressure Relief Valve Assembly pre-piped to drain; supply gauge (4", 6" and 8") and system gauge (1 1/4" through 8"). The "UMC" Universal Manifold Check replaces the need to order individual "Riser Mani- folds" plus control valves, check valves, and relief valve kits as all of these components are integrated into the one compact design, saving space as well as the labor to con- nect these separate components. For sizes 3" and smaller, an 18" long stainless steel braided flexible hose is included with the UMC for connecting the Test and Drain valve to a drain stack. The design takes into account both "left-hand" and "right-hand" orientations. (8" version available preas- sembled in right-hand orientation only) FLOOR CONTROL ASSEMBLY The UMC may be utilized to meet the NFPA 13 require- ments for Floor Control Valve Assemblies where there are multistory buildings exceeding two stories in height requir- ing zoning by floor or whenever separate control and floor zoning is specified. The UMC has been engineered with space savings in mind for those commonly installed appli- cations in stairwell landings and small alcoves. All UMC assemblies include the NFPA 13 required Listed Pressure Relief Valve which is pre-piped to drain. The relief valve is preset for 175 psi and is adjustable to 310 psi for high pres- sure system conditions. In addition to the relief valve, the UMC is equipped with a Test and Drain Valve. The Test and Drain Valve contains a test orifice of K2.8 so that it may be utilized for flow testing any system with sprinklers having K- Factors of 2.8 or larger. Note: NFPA 13 requires that a test connection providing a flow rate equal to or less than one sprinkler of a type having the smallest orifice on the system is to be provided. m, 3", , 4" 6", 165.1mm, 8" Ji SHOTGUN RISER ASSEMBLY "Shotgun Riser Assemblies" are those assemblies which are typically installed in vertical orientations on individual sys- tem Risers. The Globe "Shotgun" Riser Manifold Assembly is available in 4 inch (DN 100), 6 inch (DN 150), and 8 inch (DN 200) sizes and is equipped with a control valve; check valve; flow switch; test and drain valve with NFPA required pressure relief valve; 2 gauges (system and supply). Sizes 4 inch (DN 100), 6 inch (DN 150), and 8 inch (DN 200) are equipped with a pressure gauge on both system side and supply side of the check valve clapper. TECHNICAL DATA Approvals * cULus FM Maximum System Working Pressure 300 psi (20.6 Bar) End Connections See Table A Materials of Construction See Figure 1 *Multiple Patents Pending MODEL UMC UNIVERSAL MANIFOLD El CHECK ASSEMBLY A pressure gauge is provided above the check valve clapper for sizes 1 %" through 3" to meet the gauge requirement per NFPA 13 for Floor Control Assemblies. Typically the supply side gauge is not required for multistory buildings with floor control stations as a system gauge would be on the main feed/riser but all Model UMC Manifold Check Valves are equipped with a 1/4" (DN 8) port below the clapper to ac- commodate a second gauge if desired. NOV 2018 GFV-120 Page 1 of 11 ci A n12 1 12 11 8 21 10 3 18 16 17 7 0 20 SECTION A-A A NOTE: 4 (DN100) shown as reference See ordering procedure for replacement part kits and Table A through G for part numbers for all sizes and configurations Flow switch rotated 90 degrees on 1-1/4 through 2 1/2 sizes FIGURE 1: MODEL UMC MANIFOLD CHECK ASSEMBLY MATERIALS OF CONSTRUCTION NOV 2018 GFV-120 Page 2 of 11 I I I I I I I I I I I I I I I I I I I ITEM DESCRIPTION MATERIAL 1 UMC VALVE BODY DUCTILE IRON 2 RECESSED HEX PLUG STAINLESS STEEL 3 FLOWSWTCH H SEE FLOW TECHNICAL LITERATURE SWITC 5 BUTTERFLY CONTROL VA 4 RIGID COUPLING SEE COUPLING TECHNICAL LITERATURE WTH L SiTCH SEE GLOBE BUTTERFLY CONTROL VALVE TECHNICAL LITERATURE 6 PRESSURE GAUGE PLASTIC 7 THREEWAY VALVE BRONZE B UMC COVER PLATE DUCTILE IRON 9 BOLT STAINLESS STEEL 10 FLOW SWTCHADAPTER DUCTILE IRON II MODEL UTD TEST AND DRAIN SEE GLOBE TECHNICAL DATASHEET GFV570 12 MODEL ARV ADJUSTABLE RELIEF VALVE SEE GLOBE TECHNICAL DATASHEET GFV575 13 FLOW SWITCH PLUG DUCTILE IRON 14 UMC VALVE CLAPPER STAINLESS STEEL 15 UMC VALVE CLAPPER RETAINING BOLT STAINLESS STEEL 16 UMC VALVE CLAPPER RETAINING NUT STAINLESS STEEL 17 UMV VALVE HINGE PIN STAINLESS STEEL 18 CLAPPER FACING RETAINING RING STAINLESS STEEL 19 CLAPPER FACING EDPM 20 FLOW SWITCH PLUG BOLT STAINLESS STEEL 21 CLAPPER SPRING STAINLESS STEEL MODEL UMC MANIFOLD CHECK VALVE ASSEMBLY LEFT HANDED VS RIGHT HANDED Both the shotgun riser assembly and the floor control tion of the Model UTD Test and Drain determines the station assembly are available as left handed or right "Hand" of the valve. If the Model UTD Test and Drain handed assembly. The determining factor of the left is connected to the port on the right side of the valve handed vs right handed is the position of the Model body, it is considered a right handed assembly. If the UTD Test and Drain. While looking at the faceplate Model UTD Test and Drain is connected to the port on with the Model UMC valve in the vertical orientation the left side of the Model UMC valve the assembly is and flow upward (shotgun riser orientation), the posi- considered left handed. 0 1) ! IiIl!iC • \ Mi ii,; i• A A !! T ai 1 'Ui tI1Jiy!IlJ'DriI:It.: - I - - 'icY1]L I I''l T/1:I (c31Nf!1Jl7iI:J?4 El NOV 2018 GFV-120 Page 3ofll El GFV-1 20 NOV 2018 Page 4 of 11 TABLE A: 1 1/4" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT CONTROL VALVE END TEST AND PART NUMBER WEIGHTS SHIPPING L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 1 1/4' R GL300T MXF THREADED 1" 317800-R-B-H 24.0 (10.9) 11/4' R NONE MXF THREADED 1' 317800-R-H 19.0 (8.6) 11/4' L GL300T MXF THREADED 1" 317800-L-B-H 24.0 (10.9) 1 1/4' L NONE MXF THREADED 1" 317800-L-H 19.0 (8.6) 1 1/4" R NONE GXG 1' 317843-R-H 19.0 (8.6) 1 1/4" R GL300G GXG 1' 317843-R-B-H 24.0 (10.9) 11/4" L NONE GXG 1" 317843-L-H 19.0 (8.6) 11/4" L CL300G GXG 1" 317843-L-B-H 24.0 (10.9) TABLE B: 1 1/2" MODEL UMC ASSEMBLY CONFIGURATIONS SIZE ASSEMBLY. R-RIGHT 1-LEFT CONTROL VALVE UMC BODY END CONNECTIONS MODEL UTD TEST AND DRAIN SIZE PART NUMBER APPROXIMATE SHIPPING WEIGHTS LBS. (kg) 1 1/2" R GL300T MXF THREADED 1" 317803-R-B-H 24.0 (10.9) 1 1/2" R NONE MXF THREADED 1" 317803-R-H 18.3 (8.3) 1 1/2" L GL300T MXF THREADED 1' 317803-L-B-H 24.0 (10.9) 11/2" L NONE MXF THREADED 1" 317803-L-H 18.3 (8.3) 1 1/2' R NONE GXG 1" 317844-R-H 18.3 (8.3) 1 1/2" R CL300G GXG 1" 317844-R-B-H 24.0 (10.9) 1 1/2" L NONE GXG 1" 317844-L-H 18.3 (8.3) 11/2" L CL300G GXG 1" 317844-L-B-H 24.0 (10.9) TABLE C: 2" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTO APPROXIMATE SIZE WRIGHT, CONTROL VALVE END TEST AND PART NUMBER SHIPPING WEIGHTS 1-LEFT CONNECTIONS DRAIN SIZE LBS. (ky 2" R CL300G GXG 1" 317806-R-B-I-I 26.0 (11.8) 2" R NONE GXG 1" 317806-R-H 19.2 (8.7) 2" L GL300G GXG 1" 317806-L-B-H 26.0 (11.8) 2" L NONE GXG 1" 317806-L-H 19.2 (8.7) TABLE 0: 2 1/2" (DN65) I 76.1 MM MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE CONTROL END TEST AND PART NUMBER SHIPPING R-RIGHT VALVE CONNECTIONS DRAIN SIZE WEIGHTS L-LEFT LBS. (kg) 2 1/2" R GL300C GXG 11/4" 317809-R-B-H 31.0 (14.1) 2 1/2" R NONE GXG 1 1/4" 317809-R-H 23.5 (10.7) 2 1/2" L GL300G GXG 11/4" 317809-L-B-H 31.0 (14.1) 2 1/2" L NONE GXG 1 1/4" 317809-L-H 23.5 (10.7) 76.1 mm R GLR300C GXG 11/4" 317809-D-R-B-H 31.0 (14.1) 76.1 mm R NONE GXG 1 1/4" 317809-D-R-H 23.5 (10.7) 76.1 mm L GLR300C GXG 11/4" 317809-D-L-B-H 31.0 (14.1) 76.1 mm L NONE GXG 1 1/4" 317809-D-L-H 23.5 (10.7) I I I I I I I I I I I I I I I I I I I TABLE E: 3" MODEL UMC ASSEMBLY CONFIGURATIONS • ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE RRIGHT CONTROL VALVE END TESTAND PART NUMBER SHIPPING I'GHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 3' R GLR300G GXG 1 1/4 317812-R-B-H 59.0 (26.8) 3" R NONE GXG 1 1/4' 317812-R-H 35.4 (16.1) 3" L GLR300G GXG 1 1/4" 317812-L-B-H 59.0 (26.8) L NONE GXG 1 1/4" 317812-L-H 35.4 (16.1) TABLE F: 4" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE CONTROL END TESTAND PART NUMBER SHIPPING R-RIGHT VALVE CONNECTIONS DRAIN SIZE WEIGHTS L-LEFT LBS. (kg) R GLR300G GXG 2' 317817-R-B 87.5 (39.7) 4' R NONE GXG 2' 317817-R 58.9 (26.7) 4" L GLR300G GXG 2" 317817-L-B 87.5 (39.7) 4" L NONE GXG 2' 317817-L 58.9 (26.7) TABLE G: 6" (DNI5O) 1165.1 MM MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE CONTROL END TESTAND PART NUMBER SHIPPING R-RIGHT VALVE CONNECTIONS DRAIN SIZE WEIGHTS L-LEFT LBS. (kg) 6' R GLR300G GXG 2" 317818-R-B 124.5 (56.5) 6' R NONE GXG 2" 317818-R 80.0 (36.3) 6" L GLR300G GXG 2' 317818-L-8 124.5 (56.5) 6' L NONE GXG 2" 317818-L 80.0 (36.3) 165.1 mm R GLR300G GXG 2" 317818-D-R-B 124.5 (56.5) 165.1 mm R NONE GXG 2" 317818-D-R 80.0 (36.3) 165.1 mm L GLR300G GXG 2" 317818-D-L-B 124.5 (56.5) 165.1 mm L NONE GXG 2" 317818-D-L 8110 (36.3) TABLE H: 8" MODEL UMC ASSEMBLY CONFIGURATIONS NOV 2018 GFV-120 Page 5 of 11 ASSEMBLY CONTROL UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT VALVE END TESTAND PART NUMBER WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 8" R GLR300G GXG 2" 317890-R-B 177.8 (80.6) 8" R NONE GXG 2" 317890-R 115.7 (52.5) FLOWRATE - LPM 200 300 400 500 600700800 1000 2000 3000 5000 7000 10000 7.00 6.00 5.00 4.00 U) 0. 3.00 U) U) 0 -J W 2.00 U) U) w Of IL 1.00 0.90 0.80 /1 W0.70 40 50 60 70 80 90100 200 300 400 500 600 800 1000 2000 3000 4000 FLOW RATE - GPM UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe * 11/4"= 6 feet • 21/20 = 14 feet • 6" = 30 feet 11/2 = 9 feet • 3' = II feet • 8" = 23 feet * 2" = 8 feet 0 4" = 14 feet FIGURE 3: MODEL UMC MANIFOLD CHECK (WITHOUT BFV) FRICTION LOSS CURVES 11/4I TO 8" FLOW RATE - LPM 200 300 400 500 600700800 1000 2000 3000 5000 7000 10000 7.00 6.00 5.00 4.00 co 0.20 U) U) 0 -J w Cr U) U) 0.10 w 0.09 ir CL 0.08 0.07 0.06 0.05 0.04 40 50 60 70 80 90100 200 300 400 500 600 800 1000 2000 3000 4000 FLOW RATE - GPM UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe jl/4' = 8 feet • 21/2 = 22 feet • 6" = 38 feet 11/2 = 11 feet • 3" = 17.5 feet • 8" = 27 feet 2' 12 feet • 4" =18.5 feet FIGURE 4: MODEL UMC MANIFOLD CHECK (WITH BFV) ASSEMBLY FRICTION LOSS CURVES 11/4 TO 8" NOV 2018 GFV-120 Page 6 of 11 I I I I I I I I I I I I I I I I I 0.40 0.30 co 0.20 U) U) 0 -J w of U) 0.10 w 0.09 0.08 0.07 0.06 0.05 0.04 U) '- 3.00 U) U) 0 -J W 2.00 U) U) w 0 1.00 0.90 0.80 070 0.60 0.50 0.40 0.30 TABLE I: MODEL UMC AND BUTTERFLY VALVE END TO END DIMENSIONS • End to End Dimension WIL End to End Dimension With Globe Butterfly Control Valve SIze 2W Butterfly Control Valve Globe Butterfly Control Valve End to End Dimension inches (mm) inches (mm) inches (mm) 1114" 10.75 12.89 2.64 MT x FT (273) (327) (67.9) 11/4" 11.4 15.4 4 GxG (290) (391) (101.6) 11/2" 10.75 13.12 2.87 MT x FT (273) (333) (73) 11/2" 11.4 15.5 4.1 6 x 6 (290) (394) (104) 10 14.49 4.49 G x G (254) (368) (114) 2 1/2" 10.63 15.12 4.49 G x G (270) (384) (114) 65 min 10.63 15.12 4.49 G x G (270) (384) (114) 12.75 16.55 3.8 G x 6 (324) (420) (96.4) 14.63 19.13 4.5 GxG (371) (486) (115.4) 6" 17.44 22.64 5.2 GxG (443) (575) (132.4) 150 mm 17.44 22.64 5.2 GxG (443) (575) (132.4) 8" 24.0 30.0 5.8 G x G (609.6) (762) (147.3) El A B C D E F 6 H I SIZE Inches Inches Inches Inches Inches Inches Inches Inches Inches (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) 11/4" TXT 3.1 6.2 8.4 6 6.7 13 2 10.7 9.5 (79) (157) (214) (150) (170) (328) (50) (272) (241) 11/4" GXG 3.1 6.2 8.4 6 6.7 11.9 2 11.4 (79) (157) (214) (150) (170) 1 (301) (50) (290) 11/2" TXT 3.1 6.2 8.4 6 6.7 13 2 10.7 9.5 (79) (157) (214) (150) (170) (328) (50) (272) (241) 11/2" GXG 3.1 6.2 8.4 6 6.7 11.9 2 11.4 (79) (157) (214) (150) (170) (301) (50) (290) - 2" 3.9 5.4 7.6 6 6.8 11.9 2.1 10 (99) (136) (193) (150) (173) 1 (301) (53) (254) - 21/2" 3.3 6.7 9.2 6.2 7.2 12.3 2.3 10.6 (84) (171) (233) (157) (182) (312) (58) (269) - 76.1 mm 3.3 6.7 9.2 6.2 7.2 12.3 2.3 10.6 (84) (171) (233) (157) (182) (312) (58) (269) - FIGURE 5: MODEL UMC ASSEMBLY WITHOUT BFV DIMENSIONAL DRAWING FOR SIZES 1 1/4" TO 2 1/2" NOV 2018 GFV-1 20 Page 7ofll I I 111 I I I A B C D E F G H SIZE inches inches inches inches inches inches inches inches (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) 6.5 6.9 9.4 6.4 16 2.4 12.7 (165) (176) (238) - (161) (406) (61) (324) 4• 7 8.3 11.2 5.6 7 17.7 3 14.6 (177) (210) (284) (143) (178) (449) (76) (371) 6" 8 9.5 12.4 6.4 7.9 19.9 3.9 17.5 (203) (241) (315) (163) (201) (504) (99) (444) 1651 mm 8 9.5 12.4 6.4 7.9 19.9 3.9 17.5 (203) (241) (315) (163) (201) (504) (99) (444) 81, 9 11.5 14.5 8 9 22.3 5 24 (229) (292) (368) (203) (229) (566) (127) (609.6) FIGURE 6: MODEL UMC ASSEMBLY WITHOUT BFV DIMENSIONAL DRAWING FOR SIZES 3" TO 8" I U Li I I I H Li I I I I I NOV 2018 GFV-120 Page 8ofll FLOW SWITCH REQUIREMENTS The Model UMC Floor Control! Shotgun Riser assembly is in the replacement parts section of the technical literature. sold inclusive of a Potter VSR flow switch. The flow switch The Potter VSR Flow switch includes 2 sets of switches, utilizes exactly the same electrical and switch components one set can be used to activate the central fire alarm system as the Potter VSR flow switch but includes an adapter which while the other set can be utilized to activate a local alarm (if attaches directly to the Model UMC Manifold Check as- necessary). See figure 7 for a typical wiring diagram for the sembly. This adapter has been tested as part of the UMC Model VSR Flow switch. assembly to ensure the hydrostatic strength as well as the placement and sensitivity of the paddle is within the criteria Note: For more information on the flow switch see www pottersignaf corn. set forth by UL and FM. The part number for the flow switch assembly can be found WRE NUT LDCAL \MRE NUT FIRE PANEL OR NEUTRAL AUDIBLENISUAL ADDRESSABLE ANNLNCIATOR MODULE - WHITE WHITE (\_BLACK/\ BLACK (LINEIHOT) 0 0 0 z -'°<O 0 z K 0 0 o (WAR) I hIM Milill nI 11111 _J1tJoDiin J FIGURE 7: MODEL VSR-M FLOW SWITCH TYPICAL WIRING DIAGRAM R S-i I FIRE ALARM I COMMON (WHITE) COMMON (WHITE) CONOL PANEL I SUPERVISORY I F1Y A I END OF LINE YELLOW YELLOW RESISTOR CIRCUIT GREEN I a I j_ OPERATOR CASE CONTACT RATINGS: GROUND 16A 125V/250 VAC GEAR OPERATORH ORANGE COMMON (BLACK) BLUE VOLTAGE j "Mm" " - AUX. DEVICE SOURCE VALVE WIRING SHOWN WITH VALVE IN OPEN POSITION FIGURE 8:TYPICAL BUTTERFLY VALVE WIRING DIAGRAM 0 3- NOV 20 GFV-120 Page 9ofll INSTALLATION AND MAINTENANCE Note: A main drain test may also operate local fire alarms unless they are tem- porarily disabled. I I INSTALLATION The Model UMC Floor Control! Shotgun Riser assembly is sold as a complete unit, assembled and shipped in a single box. The Model UMC Manifold Check Valve must be installed in an accessible and visible location, which is maintained at or above a minimum temperature of 40°F (4°C). The UMC may be installed in the horizontal or vertical (flow upward) orientation. All valves must be installed in accordance with the appropri- ate installation standard (i.e. NFPA 13 or other). All electri- cal connections must be made per the applicable installation standard and/or the National Electric Code (i.e. NFPA 70, NFPA 72 or other). Proper hydrostatic test procedure must be followed per NFPA 13. Note: It is not necessary to remove the ARV Relief Valve prior to system hydrostatic test. The Adjustable ARV may simply be temporarily adjusted to a pressure above the test pressure during the hydrostatic test. Be sure to re- turn the ARV Relief Valve to it's normal setting after the completion of the hydrostatic test. MODEL ARV RELIEF VALVE SETTING PROCEDURE The Globe 1/2 inch Model ARV, 300 psi Adjustable Pressure Relief Valve, is factory set to relieve at a pressure of ap- proximately 175 psi (12 bar). The Pressure Relief Valve may be reset to a higher pres- sure; however, it must be reset to relieve at a pressure which is in accordance with the requirements of the author- ity having jurisdiction, typically nominal 10 psi (.7 bar) above the expected normal system pressure. To reset the Model ARV pressure relief valve, use an ad- justable crescent wrench, to turn the hex cap clockwise for a higher pressure setting or counter-clockwise for a lower pressure setting. Use the calibrated lines on the stem for an approximate relief pressure setting. I full turn of the hex cap will result in approximately 25 psi increase or decrease. To verify the new setting, isolate the Model ARV relief valve and use a small hydrostatic pump attached to the supply. Increase the pressure at the relief valve to 10 psi above the expected normal system pressure. Readjust the ARV as needed to maintain a 10 psi higher relief setting. TESTING Reference NFPA 25, Standard for the Inspection, Testing and Maintenance of Water-Based Fire Protection Systems. Before proceeding with any tests involving water flow, the following precautions need to be taken: STEP 1. Check the location where the test connection discharges to make sure that all is clear and that there is no possibility of the water flow causing damage or injury. STEP 2. Check the end of the test connection to make sure that it is unobstructed. To achieve a satis- factory test, there must be an unrestricted flow of water when the test valve is wide open. STEP 3. Check for alarm connections to a central sta- tion or fire department. If such connections are found, give proper notice to the signal receiving station before proceeding with the test. MAINTENANCE The owner is responsible for the Inspection, Testing and Maintenance of their fire protection system. System inspection, testing and maintenance shall be per- formed in accordance with this section as well as NFPA 25 or other applicable Standard to insure the integrity of the entire system, including alarm functions as well as other system components. Any impairments must be immediately corrected. Before closing a system main control valve for maintenance work on the fire protection system, obtain permission to shut down the affected fire protection system from the proper au- thorities and notify all personnel who may be affected. Note: All valves should be carefully inspected, tested, and maintained in accordance with NFPA 25 or other applicable Standard. It is important to ensure a clean water supply free of debris and solid particles such as sand, gravel, or mud. If, during an inspection of a water control valve, sediment or free particles of matter are noted, a further examination of internal valve parts is necessary. All deposits should be removed from all operating parts and ports. Where difficulty in performance is experienced, the manu- facturer or its authorized representative shall be contacted before any field adjustment is to be made. UMC Clapper Facing. The rubber clapper facing should be checked for wear or damage and to determine that it is free of dirt and other foreign substances. If found to be worn or damaged (e.g., foreign matter embedded in the surface; cut or torn facing), the facing should be replaced. If it is dirty, it should be cleaned. Compounds which could damage the rubber facing must never be used. Should clapper facing replacement become necessary, the following steps should be performed; Note: Before performing the following steps, insure that the system has been depressurized and drained. Clapper Removal STEP 1. Remove handhole cover. STEP 2. Remove hinge pin plugs from front and back of UMC. STEP 3. Using allen wrench, push hinge pin from back of UMC towards front. STEP 4. Once hinge pin is accessible, carefully grab with pliers or similar to pull hinge pin out of body. Note: Care must be taken to confine clapper spring while extracting hinge pin from body. Spring is under tension around hinge pin. It is also recommended to cover drain port to minimize the possibility of spring inadvertently dropping into drain piping. STEP 5. Carefully remove clapper assembly from UMC. Clapper Replacement. When replacing clapper, be sure clapper spring has been properly positioned around hinge pin such that tension is applied to the clapper by the spring. Seat Ring. The seat ring should be checked for nicks and for stones, dirt or other foreign matter. It should be cleaned thoroughly. If the seat ring is found to be damaged, UMC should be replaced. I I I I I I I I I I I I I I I I NOV 2018 GFV-120 Page lOofil Water Flow Switch (VSR-M). There is no maintenance re- quired, only periodic testing and inspection. Should switch be found to be malfunctioning, refer to Potter Signal Techni- cal Literature for guidance. Model ARV Adjustable Relief Valve. Valve is not field ser- viceable. If inadvertent leakage is observed, first test the pressure setting utilizing the procedure outlined in the ARV Relief Valve Setting Procedure. If valve does not respond to field adjustments, valve shall be replaced. Note: Visual calibration lines on valve are used for approximate adjustment. Verify pressure setting with pressure gauge. Model UTD Universal Test & Drain Valve: The Globe Model UTD Universal Test and Drain Valve does not require any regularly scheduled maintenance. The UTD is not field serviceable. Model ARV Care and Maintenance ORDERING INFORMATION MODEL ARV RELIEF VALVE (SEE GFV-575 for more information) Specify: MODEL ARV 1/2"ADJ RELIEF VALVE PN. 317900 Note: 300 psi (20.6 Bars) Pressure Gauges Standard (600 psi (41.2 Bars) Ordered Separately PN ......................................300121-D GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 0 [1 MODEL UMC UNIVERSAL MANIFOLD CHECK VALVE ASSEMBLY Specify: MODEL UMC MANIFOLD CHECK VALVE ASSEMBLY,SIZE (1 1/4", 1 1/2", 2", 2 1/2", 76.1 mm, 3", 4", 6", 165.1 mm, 8") PN (see Part Number in TableA-G) REPLACEMENT PARTS MODEL UMC UNIVERSAL MANIFOLD CHECK VALVE REPLACEMENT PARTS/KITS VSR-M FLOW SWITCH with ADAPTER (includes gasket) SIZE PART NUMBER 1 1/4" -2" 91144802-A-G 2 1/2" 91144825-A-G 3' 91144803-A-G 4" 91144804-A-G 6" 91144806-A-G 8" 91144808-A-G MODEL UTD TEST AND DRAIN (SEE GFV-570 for more information) Specify: MODEL UTD TEST AND DRAIN WITH RELIEF VALVE,SIZE (1", 11/4', or 2") PN.- SIZE PART NUMBER (DN25) .........................311729 1 1/4"(DN32) .........................311730 (DN50) .........................311731 Specify: MODEL UTD TEST AND DRAIN,SIZE (1", 1 1/4", or 2") PN: SIZE PART NUMBER 1"(DN25) ............................311704 I 1/4"(DN32) .........................312368 2"(DN50) ............................311708 4077 Airpark Dr. Technical Support Standish, MI 48658 1-800-248-0278 www.gIobesprinkler.com I,t\ Ph. 989-846-4583 techservice@gIobesprinkler.com NOV 2018 GFV-120 Page 11 of 11 I i c©VATI1W - _ FIRE PROTECTION, INC. • • I I I 1 i.iI t*i I I I I I I F~ I I I 8779 Cottonwood Ave., Ste. 101 - Santee, CA 92071 - T1 619593.8200 - F: 619.593.9133 I ifpinc.net CA License C.16.711148 I I Designed for support or restraint fo piping in either a vertical or horizon- tal position. It can be used on top or bottom of a beam. The edges are flared to provent any damage to the CPVC pipe. It is easily attached using 2 hex head self-threading screws (supplied) Sus File VIXH.EX6587 HEX HEAD SCREWS [1 E1 ITIL®1I1[]LI 1TI I1J\1P Galvanized steel construction SNAP CPVC PIPE INTO HANGER. MOUNT HANGER TO UNDERSIDE OF BEAM WITH SCREWS PROVIDED. MAY ALSO BE USED ON TOP SIDE OF BEAM. part # size 25-30-283 3/4" 25-30-284 1" 25-30-285 1-1/4" 25-30-286 1-1/2" 25-30-287 2" Galvanized steel, supplied with hex slotted screws The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM Side View - For Drawings Below III Hanger - Wood Stud Hanger - Metal Stud I P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626444.3887 www. Afcon.org I 511 SIDE MOUNT CPVC - COPPER HANGER I I I I I I SIZE - 3/4' thru 2" pipe. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTING/APPROVAL - 203 - EX 4231, EX 2551 FUNCTION - Hanger on CPVC and Copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D and CPVC manufacturers instructions on top or bottom of beam. Space by pipe type SPECIAL NOtE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre-drill. 3/4" - 2" Copper pipe - #905 screw - no pre-drill. in STEEL - mm. 18 GA. 3/4" - 2" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. I I I I I I H I Specific .4FCOtV products arc cxrlt,sisely designed to be compatible ONL\' with other .tFcOrvproducts including parts and lirtteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warrants restrictiat, will apply. DISCLAIMER- .'IFCOA'will NOT warrant against the failure of its products when used in combination with other products, pats or systems not ,na,tuli,ctured or sold by AFCON. AFCON shall NOT he liable under any citru,nstances whatsoever lica any direct or indirect, incidental (Sr consequential damages ofatty kind, including but not muted to loss of business or profit, whe,, non-,4FCON products have been, or are used. . I 1/08 c\/us top Designed to mount CPVC pipe horizontally or vertically to wood or composite wood bott joists with a minimum 3/8" thickness. mo Can only be used as a guide on top of beam or on vertical piping. May be installed to wood using supplied fastener or into (minimum 18 gauge) steel using two 1/4 x 1' TEK type screws. Liyir ./ (1 F For mounting CPVC pipe to wood Flared edges help protect CPVC -Galvanized steel -Supplied with #10 x I" hex head cap screws 'Complies with the static load requirements of NFPA® 13 Suitable for fire protection installations Eliminates spacers or backup blocks Easy installation - Q Lnt mount 7"\ 11 "- orn \ j unt side mount Provides vertical/lateral restraint and prevents upward movement of the pipe that supplies pendant fire sprinkler below ceiling. All sizes can be used as a restrainer in the bottom position. The 3/4" size only can be used as a restrainer in the top position. Installation: Per NFPA 13, 13R and 13D. (see page two) Fasteners: Wood - 3/4" to 3" CPVC Pipe - wood screw - no pre-drill 3/4" to 2" Copper Pipe - wood screw - no pre-drill 3/4" to 2" Steel Pipe - 1/4" x 1-1/2" lag screw - no pre-drill Steel - 3/4" to 3" CPVC Pipe - 1/4" TEK screw 3/4" to 2" Copper Pipe - 1/4" TEK screw 3/4" to 2" Steel Pipe - 1/4" TEK screw MAX. HANGER NPS A B SPACING 3/4" 2.69" 3.25" 67" 2.94" 3.25" 70" 1-1/4" 3.31" 3.25" 79" 1-1/2" 3.56" 4.5" 82" 4.06" 5" 94" ARGCO MODEL # 2530180 For use as a restrainer in all sizes when attached to the bottom of structural wood members. B For use as a restrainer in the 3/4 inch size when attached to the top of structural wood members The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM Iii ARCICQ INSTALLATION INSTRUCTIONS STAND-OFF TWO HOLE STRAP NO BLOCK FOR CPVC LI I [1 I I )esigned to mount CPVC pipe to wood or composite ood joists with a minumum 3/8" thickness. Snap strap over CPVC pipe. I I I Squeeze strap back around pipe. Allowing pipe to slide back and forth. Fasten the strap to the wood surface using the two hex head screws provided. NOTE: All sizes can be used as a restrainer in the bottom position. The 3/4" size only can be used as a restrainer in the top position. All safety regulations required by the jobsite must be observed. -Observe all federeal and local safety regulations -Wear safety glasses and hard hat at all times -Be aware of personnel working above and below -Wear gloves to avoid splinters and cuts. -When working above ground be sure the structure will support your weight. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM Li I I I I I I I I I I CPVC POPE MANGER SUPPORT DOUBLE OFFSET DESIGN Hanger & surge restraint for horizontal CPVC piping when installed on the side of supporting structure. -For mounting CPVC pipe to wood 'Flared edges help protect CPVC 'Galvanized steel construction 'Supplied with #10 hex head cap screws 'Complies with the static load requirements of NFPA® 13 'Suitable for fire protection installations -Size Range: 3/4" through 111 .1•1 P1IV A "0', Designed to mount CPVC pipe horizontally or vertically to wood or composite wood joists with a minumum 3/8" thickness. Offset edge eliminates abrasion. Installation: Per NFPA 13, 13R and 130. Install into wood or steel. Slides onto CPVC pipe. 3/4" pipe size I Item #2530181-3/4 1" pipe size I Item #2530181-1 System No. Location Submitted By Date ARGCO.com Updated 4/16/2019 ©ARGCO Spec 11 Section Paragraph Approved Date XAu;rvco H apscosom SOO-O4-1D1ö En I I 4 Pt ft - - - I I t I I It ir - : i 2014 Product Catalog 4 4 1 I I I I I TABLE OF CONTENTS ..*. Sammys® for Wood 4 Sidewinder® for Wood.......................................................................................................................5 Sammys Swivel Head for Wood......................................................................................................5 Sammys® for Steel............................................................................................................................6 Sidewinder® for Steel........................................................................................................................7 Sammys Swivel Head for Steel.......................................................................................................7 SammyX-Press® ............................................................................................................................... 8 SammyX-Press Sidewinder'TM ............................................................................................................ 8 SammyX-Press Swivel' ...................................................................................................................9 Sammy X-Press It® Installation Tool ..................................................................................................9 Sammys® for Concrete...................................................................................................................10 Sidewinder® for Concrete ................................................................................................................10 Sammys Swivel Head for Concrete................................................................................................11 Concrete/Wood Installation Kit........................................................................................................11 SammysToggle ............................................................................................................................12 CeilingScrews.................................................................................................................................12 Dektite® Pipe Flashing.....................................................................................................................13 SpeedyPole Tool ' .......................................................................................................................... 13 ....................................................................................................................14 Approvalsand Listings SpecialNotes ..................................................................................................................................15 Ill El Warranty • Disclaimer of Warranty Proper fastener connection design takes in to account where and how fasteners are used. Allowance for special characteristics in materials, differences in materials, differences in types of materials being joined, unique or unusual environmental service or installation conditions and the safety factors required by anticipating normal or short term loading conditions must be considered. Due to possible differences in specifications, applications, and interpretation of results, purchasers and specifiers must make their own evaluafion of the products, to determine the suitability of these products for intended use. All warranties of Buildex products, expressed or implied, including the warranties of merchantabilty and fitness for particular purposes are specifically excluded except for the following: Buildex will repair or replace any product which, within twelve months after sale by Buildex or its distributors, is found by Buildex to be defective in material or workmanship - normal wear and tear accepted. This is the sole warranty of Buildex and the sole remedy available to distributor or buyer. Buildex shall not be liable for any injury, loss or damage, direct, indirect, or consequential, arising out of the use of, or the inability to use, any Buildex product. I I [INSTALLATION STEPS ENTO WOOD &$EEL1 PSTALLATION STEPS :O O WOOD &STEEL I Insert the appropriate nut driver into a 3/8" or 112"portable drill Insert the SAMMYSO into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. Push the face of the nut driver tight to the member Begin installation when the nut driver spins freely on the SAMMYS, stop drill and remove. The SAMMYS is now ready to receive 1/4' 3/8'ç 1/2" or metric all thread rod, bolt stock. (The 1/2" requires the #I4SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximumpullout in purlin steel. INSTALLATION STEPS- INTO CONCRETE: Using an SOS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre-drill the concrete member to a depth of 2" with a hammer/rotary hammer drill set on impact mode. After pre-drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14 (black) nut driver (p/n 8113910) into the opposite end (see Vertical Installation note above). Insert the CST screw into the nut driver Place tip of screw into the pre-drilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins freely on the CST screw, installation is complete. Stop and remove drill. The concrete screw is ready to receive 1/4", 3/8", 112", or metric all thread rod or bolt stock. (#I4SW red nut driver used with 112" screw) Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode - doing so will destroy the pullout factor of the screw Insert the appropriate nut driver into a 3/8" or 112" portable drill Insert the SAMMYS into the #I4SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. When the nut driver spins freely on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4'ç 3/8", Mb, M8 or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. ENTI1i11'hI1 INSTALLATION STEPS - -. INTO CONCRETE: Using an SOS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre-drill the concrete member to a depth of 2" with a hammer/ rotary hammer drill set on impact mode. After pre-drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #I4SW(red) nut driver (p/n 8114910) into the opposite end. Insert the SWC screw into the nut driver Place tip of screw into the pre-drilled hole, turn impact/driil unit to drill mode and begin insertion. When the nut driver spins free on the SWC screw, installation is complete. Stop and remove drill. The SWC screw is ready to receive 1/4' 3/8" or metric all thread rod or bolt stock. Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode - doing so will destroy the pullout factor of the fastener. I I L I L I I I I - . Hu ____ l' mu ii l ii. lii t I YA Tili - I jI 11 Not less than Wood Flooring No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation costs. Manufactured in the U.S.A. (' Watch a video demoostradon at '—.www.i1wbuiIdex.com 0 III ii Li 114' 8002957 GST 100 1/4 x 25 125 14 80038' GOT 200 8/4 v2 1760 (Fir) 25 125 jiL 3/8" 8007957 GST 10 1/4 x1' 300 25 125 318 8008957 GST 20 1/4v2 1760 (F1r( 850 1475 25 125 (0 38' 8008925 GST 20-SS 1/4'x 2LI 1760 (Fr) 850 25 125 #14 Black 30 8090925 GOT 25-380 318 x 2-1/2 - 2113 (Fir) 1500 25 125 Nut Driver ( <va> 38 8010957 GST 30 14 x 3 2060 (Fr) 1500 1475 25 125 Part #8113910 ' 318' 8009925 GOT 31) SO 1/4 3 2060 (Fir) 25 125 12 8013925 GOT 2 1/4x 2 1760 (Fir) 25 125 1G 8015925 GST3 1(T3 2275 (00) " . ....................... 25 125 Uj #14 SW Red Nut Driver Part # 8114 910 MONUFACTUREDUS.& \j SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a taut and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. Not less than 2" nominal width 17-7-1 (1-1/2") up to 3-1/2" pipe; not less than 3 (2-1/2") nominal width 4 & 5 pipe Floor Joist Minimum 2-1/2" from bottom for branch lines. Minimum 3" from bot- tom for main lines. Excephon: This requirement shall not apply to 2" or thicker nailing snips resting on top or steel beams • Reduces installation costs. - ' • Manufactured in the U.S.A. - : .-- I Nattha*ideodemo,,utmOmai —dwww.itwbuiIdex.coJ I I I I I I No pie-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. a I tt1i 1/4 8019957 '/G200 114x2 17 ii 25 125 3/8" 8020957 .9G 10 1/4 xl" 62 ,l, 3/8" 8021957 SWG 20 14 x 2 1725 (Fir) 1050 25 125 3/8" 8073925 SWG 20-SS V4 x 2 1725 (Fir) 850 - 25 125 3/8" 8022925 SWG 25-380 18 x 2-11 2249 (Fir) 1500 25 125 #14 SW Red 3i8 8023925 S/VS 30 1/4 x 3 188.4 (Fir) 25 125 Nut Driver Part //8114i/li) * May require pre-drilling; consult joist manufacturer I I I YL 1' 1 #14 Black Nut Driver Part # 8113910 rj Part #827sc'10 Eliminates distortion of threaded rod. Accommodates up to 31/2* x 12 pitch roof. Allows 17* deflection from vertical. Saves time from traditional methods. Reduces installation costs. Manufactured in the U.S.A. 3/8" 8139957 SH-GS1 20 1/4 x 2" /257 (Fir) 1050 1475 25 125 1903 Dim, Lumber 1500 3/8 8269957 SH GSTICST 20 5/88 xl 3i4 1406 @5 off vertical 25 125 Dim. Lumber 903 Dim. Lumber 1/2" 8303957 SH-GST/CST 2.0 5/160-3/4" 1406 @ 45""off vertical 25 125 Dim. Lumber "May require pre-drilling; consult joist manufacturer. I I I I I I .;#iiviivi r u Made with Teks® self-drilling fasteners - no pie-drilling required. Installs into steel range from 20 gauge - 1/2" thicknesses. Saves time from traditional methods. Reduces installation costs. Quick to install using the Sammys Nut Driver with an 18V 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. wattha 1dao demoostration at -- www.itwbuildex.com #14 Black Nut Driver Part # 8113910 #14 SW Red Nut Driver Part ,1; 8114910 1/4 8024057 DSTR 100 14-20 xl TEKS 3 1510 (20 ga) 036''-20 ga 316 25 125 1/4 8025957 0311/83 1/4-14 x V T0883 440 )20u) 036'-20 ga 316 25 125 14 8026957 DOT 150 14-14 x 1-12 TEKS 3 970 (16 ga 036"-20 ga 316' 25 125 1/4' 8027957 DST 2/30 1/4-14 Y, 2' TEKS 3 446 (20 go) 03/8-20 ga 3/1/8 25 125 14' 8030957 100 500 12-24 x 1-1 /2 'TEKS 5 3125 (316) 188 316 12 . 25 . 125 .3 38 8038957 DSTR 1 * l4-20x 1 TEKS3 1510 (20ga( /500 1475 036'-20 ga 3/16 - 25 125 3 38' 8037957 DSTR 11 2 12-24 x 1-12 TEKS 5 1510 (316') 1500 1475 060'-1 6 go 12 25 125 38 8039957 DSTR 516' 516-18 x 1-1/4 IRKS 3 2200 (20 ga 1500 1475 036"-20 ga 306 25 :.'125 38' 8040957 DOT 10 14-14 x1' TEKS 3 446 (20 ga 036'-20 go 316' 25 125 3/8' 8073025 DST 10.SS 114-14 x 1' TEKS 446 (20 . .036-20 go 3/18' 25 ' 125 3/8" 8041957 DST 15 1/4-1401-1/2" TEKS 3 446 (20 ga.) - .036-20 ga 3/16' 25 125 970 (16 ga.) 38 8078825 DST 15 SS 114-14 x 1-1/2' TEKS 3 038'-20 go 3/16' 25 125 970 (16 ga 38 8042957 DOT 20 1/4-1402' TEKS 3 446 (20 036"-20 go 3/16" 25 125 970 (16 ga - 3//8 8044957 DST 30 1/4-14 x 3' TEKS 3 446 (20 ga 03/8-20 go 3/16' 25 125 970 (16 ga 38 845957 051516 5/16-18 x 1-14 TEKS 3 1500 (316') 1500 1475 125-18' 316' 25 125 3/8" 8048957 TEK 50 12-24 x 1-1/2" TEKS 5 3125 3/16) 1500 1475 250 1/4 10 25 125 12 8031925 DOT 20 1/4-14 x 2 TEKS 3 446 (20 go) 188-316' 14' 25 125 970 (16 ga 1/2 8033925 DSTR 1.0' 114-20 vi' TEKS 3 1510 (30 so) 03/8-2004 3/16' 25 125 12' 8034925 DSTR 516 * 516-18 x 1-1/4'' TEKS 3 2220 (20 go) .035 -20ga 3/16' 25 125 1/2 8035925 DST 5A6 5/16-18 x 1 1'4 TEKS3 1500 (306) 125 8:8 316 25 125 — 1/2" 8036925 TEK 5.0 12-2401-1/2' TEKS 5 3125 (3116') .188-3/16" 1/2' 25 125 'Includes retaining nut [T "- SPECIAL. NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation 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 MMUSACIL®EDU.SA s tree. Installation is then complete. Warranty requires the use of the appropriate net driver for installations. I 1010 1 118toar=11 pig .4 I -. I r 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. .4 . . . Saves time from traditional methods. Reduces installation costs. - Quick to install using the Sammys Nut Driver with an f 18V cordless drill/driver. ! Manufactured in the U.S.A. —I www.itwbuildex.comj _I i0Iö1ift11J1hi' ......... J 1/4' 8047957 SWD 100 114-14 x 1 TENS 3 1477 (16 ga) .060-16 ga 3/16" 25 125 1/4 8049957 SWDR 100 1/4-20 x TENS 3 1900(20 ga) 036° 20gu 3(16 25 125 3/8' 8050957 SWD 10 1/4-14 xl' TEKS 3 1477 (16 ga,) ,060"-16 ga 3/16" 25 125 3/8 8080925 SWD 10-ST 114-14 x TEKSS 147-7-(1'6 ga) 060,46 ga 3(18 25 125 3!8 8052957 SWD 20 1/4-14 x 2' TENS 3 1477 (16 ga) - ,060'-16 ga 3/16' 25 125 318 8055957 SWDR 1 1/4-20x 1 TENS 3 1900 (20 ga 15/20 145 036'-20 ga 316 25 125 "'14 SW (3 ( 38 8054957 SWDR 112 1224 x 112 TENS 5 2375 3/16) 1500 1475 188'-3i16` 1i2 25 125 Not Driver 38 8056957 SWDR 516 5/16-18 xl 1/4 TENS 3 2480 (20 ga) 15/20 1475 036"-20 ga 3/16 25 125 Part #8114910 - 3/8" 8057957 SWT 15 12-24 x 1-1/2' TENS 5 2375 (3/16") .188-3/16" 1/2' 25 125 "Includes retaining nut SAMMYS SWIVEL HEAD T m FOR STEEL - Swivel Application Application Product Features 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 17° deflection from vertical. Manufactured in the U.S.A. Welch a adeo demnnsl,aiion li— wwwitwbuiidex.comj Approvals Rod Part Model Screw Ultimate UL Test FM Test Min Max Box Case Size Number Descriptions Pullout (lbs) Load (Ibs) Load (Ibs) Thick Thick Qty Oty #14 Black Nut Driver f 3/8' 81379 SH-DSTR 1° 19 3220 (31161 1500 1475 .035° 3(16° 25 125 TEKS 3 Part #8113910[ - - - - 2368 (1/2 steel Vertical) 30 8268957 SH - TEK 50 12-24x1-3/4 1306(45° off Vertical) 1500 (Vertical) 3/16" 1/2" 25 125 TEKS 5 2281 (3/16" HSS) 850 (45" off Vertical) 2-1/2° 1585(3/16 HSS 45° off Vertical) - 2368 (12 steel Vertical) 12-24 x 1-3W 1306 112 8270957 61-1 TEN 50 (45 off VertIcal) 3/16° 1121 25 125 TEKS 5 2281 HISS) <Ti-I Curg 1585 (3i16 HSS 45" oft Vertic I) NVGnxe" - - - - 8273910 0oes not comply with ROHS requirements/Includes retaining nut I [1 I I I I I I I I I I I SAMMY XPRESS® Installs into Metal Deck, Purlin, or Tubular Steel The Sammy X-Press expands to provide direct vertical attachment in: - light gauge steel deck or pudin (22ga. - 1/8"). Installs in seconds with Sammy X-Press Its Tool, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited. ie, metal roof deck, tubular steel, or vapor banner fabric. Less jobsite material needed. No retaining nut required. Provides design flexibility. Manufactured in the U.S.A. eideo dem0ruaUan"\ ,Iwww.itwbulldex.com) 1M . .... ... I 1/4" 8181922 XP 200 mmy 1146 (22ga) 185 ILuminarel .027" .125" 25 125 Metal Deck X-Press 200 250 (Luminaire) .056" r 050 (2W Pipe) .027' 440 (2" Pipe) .020' ,<S> 3/8' 8150922 Sammy XP 20 X.Press2O 1145 (22 gal . 185 ILuminaltel 250(Luminaire) .027" .056" 1475 (4' Pipe) .904" 125' 25 125 Metal Deck 203 (Conduit & Cable) .029" 1500(4" Pipe) 060' 3/8" 8153922 XP 35 Sammy 1783 (16 gal 185 (Luminare) .029' 940 (2' Pipe) .029" .125" 25 125 Purlin X-Press 35 250 (Luminaire) .056" 1475 (4" Pipe) .104" 416 (Conduit & Cable) .059" Metal Etack 308150922 XP 20 1146 (22 gal Pie-Pour Structural C000rete@ 3000 psi 25 125 (PbtcW) X-Ness 20 850 Pipe) (2/ Metal Deck Post-Poor Range It L~ 35 PCP )l( (Pont-Pour) I - - I Pre-Pour Structural Concrete @3000 pi I I Post-Pour Range II LWC!5 35 PCF llbu/ ftl J . ,... . \2/ \s J I _9n Product Features The Sammy X-Press Sidewinder expands to • Less jobsite material needed. a' 1 provide horizontal attachment in: 16 ga - 3/16" steel - pudin, tubular steel. • No retaining nut required. - Installs in seconds with Sammy X-Press Ite Tool, 'Provides design flexibility. saving time & installation costs. 'Manufactured in the U.S.A. EJ Use in applications where access to the back of the installed fastener is prohibited; in, metal roof deck, tubular steel, or vapor barrier fabric. Watch a edna drmo,(inaat www.itwbulldex.comj / 318" 8503957 SW//P35 5 1750 (16 ga) 80 (Lumina/rd) 059 .128 - reos 4/6 (Conduit & Cable) '' Q? MIJIUFACTURFOOSA 25 125 Punts 11 -S I The Sammy X-Press Swivel allows you to hang plumb in extreme roof pitches: - 89° in z-purtin - 450 in metal deck for 12/12 pitch rr. Installs in seconds with Sammy X-Press It° Tool, saving time & installation costs. ot Use in applications where access to the back of the installed fastener is ie. roof prohibited. metal 11 t't deck, tubular steel, or vapor barrier fabric. 750 (2 Pipe) Swivel 1061 (22 ga Vert) 170 Vertical (Lvminv0e) 3/8' 8284922 SXP 20 X-Press20 829 (450 08 Veil) Cable) .029° 635 (2° Pipe) .029' 233 @45° (Conduit & Cable) 1250 (3-1/2° Pipe) 250 Vertical (Luminaire) ° 3/8° 8295922 SXP 35 Swivel 1675 (16 ga Vert) 80 @ 900 (Lurninaire) X-Press35 1558 (89 Off Vert) 500 Vertical (Conduit & Cable) .059° 029° 635 (2° Pipe) . 333 @ 89° (Conduit & Cable) I I Ll I I I Less jobsite material needed. No retaining nut required. Provides design flexibility. Manufactured in the U.S.A. video ernonstmi:on aT') -)xtOtcha www.itwbulldex.comj Max Box Case Application hick Qty Qty 125 25 125 Metal Deck U.i 125' 25 125 Purlin I 1i7 8272957 SXP 20 Swivel 1061(22 gx Vert) X Press 20 820(45' Off Vert) 027' 125 25 125 Metal Deck I Swivel 1675 (16 ga Vert) 1/2° 8271957 SXP 3.5 X-Press 3.5 1558 (89' Oft Vert) .060" .125° 25 125 Pudin [1 I I • The Sammy X-Press expands to provide - direct vertical attachment in: TS c--"--' .: - . • Manufactured in the U.S.A. metal deck (22-16 gauge) z-purlin (18-16 gauge) Part Number Model Description '14Y 8194910 UXPIT Univer xl X Press It Tool 1 8152910 XPDB 25/64° Drill bit 1 loot includes: Sleeve, Bit Receiver, Hex iflfrench, and 25/640 Drill Bit I I I I SAMMYS FOR CONCRETE IL L Easy two step process (Dull hole & drive Sammys concrete anchor). 1/ pre-drilled pilot hole required. Concrete Installation Tool available for a one tool installation process. Manufactured in the U.S.A. New Sammys for Cracked Concrete now avoilatiei rtch a video demonstration at 0 www.ifwbulldex.com I VERTICAL MOUNT #14 Black 1/4" 8058957 COT 200 516 x 1-34 2400 25 125 Nut Driver 38' f 0059957 COT 20 5/16 1.3/4" 2°1[, 2°1[,,j 1475 1475 25 125 Part #8113910 ---- #14SW Red 3/8" 8145925 CST2O.SS 5/16 x 1.34 2400 25 125 Nut Driver 4 . . 1/2" 8060925 CST 516x 1314 2400 25 125 Parl#t31149t0 E ICC-ESR2202 318 8306957 CCST516 5/16-14x2-1/2" 857" 25 125 For complete performance data see ICC Report ESR-2202 Tested in 3000 PSI concrete Pullout strength for Cracked Concrete and Seismic Zones A-F __________________ • Easy two step process (Drill hole & drive 1/4" :S r :C:::: uired Concrete Installation Tool available for a one tool installation process. Manufactured in the U.S.A. C. . • New Sammys for Cracked Concrete now avisilahtei )Watthaddeodenrancktem al -" www.itwbuildex.com art cre ox pprovals Model 1, Size Number Descriptions Pullout (lbs)* Load (Ibs) Oty Uty LHORIZONTAL MOUNT 14' 8062957 SWC 200 516x 134 2450 25 125 318" 8061957 SWC 20 5116x 1-3/4 2450 1475 25 125 #149W ReJ 3/8" 8307957 SW-CCST 516 5/16-140 2-1/2" 851" 25 125 Nut Driwe Part #8114910 'Tested in 3000 PSI concrete -Pullout strength for cracked concrete and Seismic Zones A-F EI OPT - . - The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation oflS each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins 993j9& ' free. lnstallavion is then complete. Warranty requires the use of the appropriate nut driver for installations. (e) (h) otary TfffffFrD / I (b) (g) (d) (h) (C) 1(a) Part Num.i 8122910 Concrete Installation Kit (a) MYSH Installs vertically and swivels up to 89° in wood & concrete structures. Eliminates distortion of threaded rod. 1/4" pie-drilled pilot hole required. Concrete installation tool available for a one piece installation process. Manufactured in the U.S.A. jai • New Sam.mys for Cracked Concrete now available) SWIVEL MOUNT 2537 in 3000 psi concrete 1459 @ 45°otf vertical in 3000 psi concrete 3/8° 8269957 SHGST/CST 20 5/16 X 1-3/4° 2852 in 6000 psi concrete 25 125 1636 @ 45°oft vertical in 6000 psi concrete 2537 in 3000 psi concrete 1459 @ 45"ott vertical in 3000 psi concrete 1/2 8303057 SN GSTIOST 20 5/16 x 1-314 2852 in 6000 psi concrete 25 125 1635 @45 off vertical in 6000 psi con lute 3/8° 8308957 SH-CCST516 5/16-14x2 1/2 857°° 25 125 Note: UL Listed for wood - see page 5 * Tested in anon esi concrete **Pullout strength for cracked concrete and Seismic Zones A-F Application Kit incluaes we tollowing items: 8113910 #14 Black Nut Driver (b) 1 8114910 #14 SW Red Nut Driver (c) 1 8116910 #250 Bit (1/4")(d) 8117910 SOS Bit (114°) (e) 1 8118910 7I32 Wood Bit (t) 1 8120910 8098910 HEX 25O Bit Receiver (114°)(g) SL250 Sleeve tht . 8121910 SOS 8250 Bit Receiver (1/4) *Only sold separately - not included in kit. I I TM I P14 SIt / rope Nut Pus,: Part a 82/3910 I I I I I I I I I I I I ACCESSORIES : j Pie-drill a 5/8" hole with a regular drill or hole saw. Insert SST screw into #14 black nut driver. With wing nut and washer on bolt, insert wing nut through surface, and begin 01, installation. When bolt is secure and nut driver spins tree, stop drill motor and remove. Pm-Cast I Hollow Core 4. SST screw is now ready to receive 1/4", 3/8", or Metric all Concrete thread rod or bolt stock. 5- "a A #14 Olack Nut Driver Part # 8113910 14" 8063925 SST 300 1/4 x 3 450 (Lath & Plaster) 25 125 -404 (2Laysrs5'8Rock) 3/8 8064925 SST 30 1/403" 450 (Lath & Plaster) 25 125 404 (2 Layers 5/8 Rock) 3/16' eyelet to accommodate common wire size. ICC approvals can be found at www.itwbuilden.com under Evaluation Report # ER-5367. Usethe Speedy Pole Toor A for easy installation It of ceiling screws without ladders or scaffolding! (see pg 13 for details) fl!4~provals Substrate Pirt Model Point Description se QtY Q Number Length Pullout (Ibs) Gauge Load (Ibs) t\ r. ICC STEEL 8107957 CWSD 1" Teks 14 x 2' 472 (20 ga( 16 go 170 (20 ga( 25 125 ICC TEQEJ 8190957 CWSD 15" Gimlet 14 v 1.112 2-34 472 ah 209a 270 )20ga) 25 125 WO 980 (Fir) U L ICC STEEL 8108957 CWSD 2* Teks 114 x 2 3-1/4 - 472 (20 ga) - 16 go 170 (20 go) 25 125 CWIT 10C 8110910 CWI1 Installation Tool 1 Installation Tool Part # 8110910 Does not comply with R011S requirements I WMMYS I I I I I STAY UP To CODE! CL1ARANC HOLE INSULATED FUElER S TE U CT US S I Complies with NFPA 13 Code Changes. Flashing for dry pendant sprinklers subject to extreme temperature changes. One piece construction is easy to install. Pipe diameter markings ensure accurate fit. EPDM temperature range of -65°F to +250°F. Part Number Description Pipe Outside Diameter Dektite Base Diameter Dektite Height Box Qty - _______ 10 Speed your labor by 25% Insert - Work from the ground up djusting No scaffolding, ladders, or lifts L±>1 and roiy1 [OkC WV pin lee 3] •Pertect for working in tight spaces, through ceiling grid, and high vaulted ceilings Adjust the Pole Tool to length, Load rod into The The adjusting pin must be 18" below the base or the pin may installed Pull down to rennowe Pole TOO • Works with any Vertical SAMMYS: Wood, Steel or interfere with the rod the Pole Tool Concrete Part Number Description Box City SPit Speedy Polo 12 SP6 Speedy Pole 618 - 1 812%10 Ceiling Wire Socket Driver I I I Ii VP4W¼ t - Driver hangs 12 or 9 gauge wire or jack chain (a'- I I I I I I I n I r H 'H APPROVALS AM OW ~60W~6~70 API WA-1 197957 GSTIO 106 Verkat 1YLSIfr 041' 8020957 SWG 10 3/8' Horizontal CPVC 1-1/2" 300 1-1/2' 8008957 GST 20 3/8 vertical, 2-W 850 11/0 4 1475 1-1/2' 8068925 GOT 20-SS IF Vertical 2-1/2" 850 1-1/2" 8010957 GOT 30 3/8 Vertical 4. 1.500 11/2 4 1475 1 1/2 8009925 GST25-380 38 Vertical 4" 1500 1-112" 802295 SWG 25-380 318 Honzontal 3-1/2" 4 1500 lIP 8021957 SWG 20 38 Horizontal 2-1/2" - 3""" 1050 1-1/2" 8073925 SWG 20-SS 3/8' Horizontal ,, ........... 850 1-1/2 ., .... . -. 8269957 SH-GST/CST2O 38' 45° Angle off Vertical 2-1i2.850 112 - 8269957 OH GSTJCST 20 3/8" -- 45' A00le off Vertical , , 1500 , 112" 81399a7 SH-GST2O 318" 17" Angle off Vertical 1050 1-112" 4" 1475 1-1/2" 80389/57. OSTRI 3/0' Vertical 4' ' , 1500 , +036" - 4" ios" 8037957 DSTR 1-1 2 3/8" Vertical 1500 .035" 4" , 1475 .105" , 8039957 DSTR 516 3/8' - Vertical 4 " ' 1500 ' .027" - ' 4" 1475 105" 8045957 DST 516 38' Vertical 4" 1500 .188" 4" 1475 .188" 8046957 TEKSO 1 38 -: Vertical' ' - '. 4" - " 1500 " .250" 4' ' 1475 ...188" 8055957 SWDR 1 38 Horizontal - - 4" 1500 .037" 4" 1475 .060" 8050957 SWDR 516 318 Horizontal 4".' 1500 .037" . 4" 1475 .060" 8054957 SWDR 1-1/2 318 Horizontal 4" 1500 037" 4" 1475 .060" - 8137957 SH-DSTR 1 3/8' 17" Pisgle off Vertical 4 -- ' ' - 1500 035 ' 4" ' - '" 1475 i05" 8268957 SH-TEK5O 3/8" Vertical - 2-1/2" 850 70 Angle off Vertical 4" , 1500 8150922 )(P 20 3/8" 'Vertical •".. 2-1/2" '-850' '- +027" 2" 940 : . . 4 1415 105" 2 940 .029" 8153922 XP 35 3/8" Vertical 4" 1500 .060' ,, 11 1475 .125" 8294922 SXP 20 3/8 Vertical or up to 45 2 750 027 2" 635 029" 8295922 SXP 35 3/8" Vertical or up 1089" 3- 2' 1250 .060' 2' 635 .029" 8293907 SWXP 35 3/8' Honzontal 3- 2" 1250 060' -. SAMMY FOR CONCRETE "PIPE HANGER 8059907 COT 20 3/8' Vertical . . 4" 1475 , . 3000 8061957 SWC 20 - 3/8' Horizontal 4" 1475 3000 - 8150922 XP 20 , 3/8" Vertical. . .,, 2-1/2 860 , , Pre-Pour.Structural©3000p51 8150922 XP 20 3/8" Vertical 2-1/2" 850 Post-Pour Range II LWC C 35 PCF (lbs/ti3) 'JJO 185 .027" 8153922 XP 35 3/8' Vertical 250 .035" 185 .02r 8181922 XP 200 114 Vertical 250 Vertical 170 8294922 SXP 20 3/8" 8295922 SXP 3S Vertical 250 8293957 SWXP 35 3/8" Horizontal 80 .060" 8153922 XP 35 3/8" Vertical 500 060' Max 4 trade size EMT 66 trade sze RMC, IMC, and rigid PVC conduit p294922 > SXP 20 3(9" '-. . Vertical'.. 283 027' Max 4 trade size EMT, RMC, and IMC & 5 trade size rigid PVC conduit' 8295912 SXP 35 3/8" Vertical 500 060 Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8291397 • SWXP 35 • 3/8' Honzontat - 500 060' Max 4 trade size EMT & Strode Sze RMC MC, and rigid PVC cotliditit 8149957 CZ2000 1/4" or 3/8" Onto Vertical Rod CL Listed 4Sl 6- Cable Hanger, Cat. No. C-Z2000 Plenum Rated, Complies WI NEC Standards auges • -. Gauge No,. .>, . 22ga, 20g8. . 18ga. .160a • 1404. -1204. 1/8 3/16° • 114" • Nominal oecimalEquivalent .030" .036" .048" .060' .075" .105" .125" .188" .250" "SWG 25380 Maximum pipe size in composite wood joist allowed by UL is 3-112" UL compliance with NEC Stcedards. "SWG 25-380 Maximum pipe size in wood limber or joist allowed by UL is 4' UL and FM fasts were performed in compliance with NFPA 13 5tandards. "SWG 24 Maximum pipe size in composite wood Joist allowed by UL is 2-1/2" Fastening requirement: 5 limes weight of water-filled schedule 40 pipe plus 250 pounds. SWG 2( Maximum Dine OIZO in wood limber or joist allowed by UL is 3" SPECIAL NOTES Engineering Note In 1996, the anchors listed by UL were tested in plate steel that measured .188' and .118. Subsequent testing was done for z-purlin applications in May 1997 using (.037") or 20 gauge steel. Most recently in 2008, testing with the new Sammy X-Press® was completed using (.030") or 22 gauge steel metal deck. Sammys® Nut Drivers Special nut drivers were designed to be used with Sammys. When the appropriate nut drivers are used for installation, the driver spins freely on the screw after installation is complete and eliminates the expected wrist snap, reduces over-torque, and prevents screw failure. Steel Screws Due to variations in hardness of certain metals, it should be noted that our self-drilling screws for steel will experience different drill speeds. 500-1500 RPM drill speed should be used. Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammys for Seismic Please visit www.itwbuildex.com for our current Seismic product offerring. Vibratory EnvironmentsV For attaching or anchoring in high vibratory environments, special care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. Composite Joist/Truss Truss manufacturers vary installation recommendations for composite joist. UL testing was completed to validate that Sammys and Sidewinders SWG 20 and SWG 25-380 can be installed into the top cord of a truss. Sammy GST 20 can be installed into the center of the lower cord of a composite joist. Penetration of the upright center web is permitted by some joist manufacturers. Consult truss manufacturer for recommended installation point Pre-drilling may be required by joist manufacturers. If so, pre-drill pilot hole 1/8" smaller than root diameter of fastener. Consult the table below: Model Root Diameter H - ole Size GST 20 .182" 1/8" GST 25-380 .280" 7/32" SWG 20 .182" 1/8" I SWG 25-380 .280" 7/32' To increase efficiency of the installation process, sleeve tools, bit receivers, and wood bits are available for pre-drilling. I NFPA/NEC Standards All UL and FM testing complies with NFPA 13 and NEC standards. Check with your local (AHJ) Authority Having Jurisdiction to confirm application and usage. UL Listings I FM Approvals UL and FM reports are available at www.itwbuildex.com 450 USTSO AS USTED I Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats: .dwg, .dxf, and .igs. Manufactured in the U.S.A. Products Contact Information I MANUFACTURED U.S A. Technical Assistance: (800) BUILDEX Option #6 (x 3259) Customer Service: (800) BUILDEX Option #1 I I I p;e1pis Fig. 200 - "Trimline" Adjustable Band Hanger (Cooper B-Line Fig. B317ONF) Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B317ONFF) C&US Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. B317ONFC) LISM Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-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" (15mm) thru 2" (50mm)) 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 easily installed around pipe. For hanger with non-captured nut order Fig. 200S. / (2112" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in 1' hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4 (20mm) thru 8 (200mm)). Fig. 200-1 to 200-2 Conforms to Federal Specifications WW-H-1 71 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. 1/ Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. Il \ \ \ Fig. 200C Fig. 200F All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. L E7 - COOPER B-Line I I I I I I I I I I 44 -\ A / Fig. 200-/2. 200-/4 Fig. 200.21/2 to 200-8 Fig. 200 3 Ii 200.1 /2 1/2" (15) /811-16 31 7 J.4 31 9.41 2/8" (66.7) 11 200-314 3/4" (20) /8"-16 21k" (63.5) 11 200-1 1" (25) I8'-16 3/i (85.7L 2/8" (66.7) 12 (5.5) 200.11/4 11/4 (32) It"-16 33/4 (94.0) 2I8" (73,0) 13 (5.9) 200_1112 11/2" (40) /811-16 3/8" (98.4) 2/81, (73.0) 14 (6.4) 200-2 2" (50) /8"-16 41/2 ' (114.3) 3' (76.3) 15 (6.9) 200.21/2 21/2' (65) /811-16 5/8" (142.9) 41/8 (104.7) 27 (12.3) 200-3 3° (75) /811-16 5/81, (149.1) 4" (101.6) 29 (13.3) 200.31/2 31/2" (90) I8°-16 7 /8" (187.3) 51/4 (133.3) 34 (15.6) 2004 4 (100) /8"-16 73/' (187.3) 5° (127.0) 35 (16.0) 200-5 5' (125) 1/2"_13 91/8 (231.8) 61/4' (158.7) 66 (30.2) 200-6 6" (150) 1/2 .13 101/8 (257.2) 6/4° (171.4) 73 (33.4) 200-8 8 (200) 1/2"13 131/8 (333.4) 8/4 (222.2) 136 (62.3) I I I L I Fig. 200S II All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 3 COOPER B-Line 0 Fig. 200M - "Trimline" Adjustable Band Hanger for Metric Rod Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-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" (15mm) thru 2" (50mm)) 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 easily installed around pipe. 1' (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in / hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Fig 200-1 to 200-2 Factory Mutual Engineering Approved (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E & A-A-1l 92A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, - Type 10 Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size I ./ Designed to meet or exceed requirements of FM DS 2-0. _ iiaIE!3 200M8/2 (15) M8 31/8" (794) 2/8" (66.7) 11 (5,0) 200M10 1/2 1/2 (15) M10 31/8 (794) 2/a (667) 11 (50) 200M8-3/4 3/4 (20) M8 31/8 (79.4) 21/2" (63.5) 11 (5.0) 200M10 3j4 3/4k (20) M10 31/s (794) 21/2 (635) 11 (50) 200M8-1 1" (25) M8 3/8° (85.7) 2/8 (66.7) 12 (5.5) 200M10 1 4 (25) M10 33/i (957) 2/8 (667) 12 (55) 200MRi1I4 11/4' (32) M8 33/4" (94.0) 2/8" (73.0) 13 (5.9) 200111110-11/4 1/4 (32) M10 33/4 (940) 2/ (730) 13 (59) 200M8-11k 11/2 (40) M8 31/8" (98.4) 2/8 (73.0) 14 (6.4) 200M10 11/2 11/2 (40) M10 3 /8 (984) 2/8 (730) 14 (64) 200M8-2 2' (50) M8 41/2 (114.3) 3" (76.3) 15 (6.9) 200M10 2 2 (50) M10 41/2 (1143) 3 (763) 15 (69) 200M-21/2 21/2 (65) M10 5/8 (142.9) 41/8" (104.7) 27 (12.3) 200M 3 3 75) M10 518 (1491) 4 (101.6) 29 (133) 200M31/2 31/2' (90) M10 73/8" (187.3) 51/4" (133.3) 34 (15.6) 200M-4 4 (100) M10 7 /8 (1873) 5 (1270) 35 (160) 200M-5 5" (125) M12 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200M-6 6 (150) M12 101/8 (2572) 6/4 (1714) 73 (334) 200M4 8 (200) M12 131/8 (3334) 8/4 (2222) 136 (623) Fig. 200_2112 to 200-8 peiI3aris Fig. 200H Heavy Duty Band Hanger Trapeze) - (For Size Range: 2" (50mm) thru 4" (1 00mm) trapeze pipe size. Material: Steel - Pre-Galvanized to 640 Spec Function: Designed primarily to support substantially heavier loads than is normally intended for the nominal hanger size. Used extensively to support trapeze installations and the increased loads I from both above and below the trapeze assembly. Features: Furnished with /8-16 or 1/2"..13 adjusting threaded ring nut. Approvals: Underwriters Laboratories listed in the USA (UL) and I Canada** (cUL). Conforms to Federal Specification WW-H-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized Order By: Figure number, pipe size and rod size. Important Design Note. Because of the increased loads applied to the trapeze assembly, both the upper trapeze supports as well as the lower hanging unit must be able to hold the maximum loads intended. I I - __'•_j.. iiiJ• {) U L ) ci 200H-2-318 2 (50) I-16 1/2--13 4/16" 4'/32' (115.9) (119.8) 3I32" (81.7) 48 (21.8) 45 (20.4) 200H-2-1/2 2 (50) 3 /8° (85.7) 200H-2112-31a 2117° (65) 3/8"-16 5/16° (134.9) 323/32 (94.4) 59 (26.7) 200H-21/2-1/2 21/2 (65) /2-13 515/37 (138.9) 37/8 (98.3) 56 (25.4) 200H-3-3/8 3" (75) /"-16 53/4 (146.0) 327/32 (97.6) 63 (28.6) 200H-3-1/2 3' (75) 1/'3 l,148.1) 331/32° (100A) 60 (27.2) 200H4-3/8 4" (100) /8"-16 6/8' (174.6) 4/16" (112.7) 76 (34.5) 200H-4-1/2 4° 1 (100) 1/2"_13 71/32 (178.6) 1 4/32' 1 (1116.7) 1 73 1 (33.1) * Select trapeze pipe size based on section modulus required for span of trapeze per information provided in NFPA 13. ** All sizes are UL Listed to support up to 8° pipe at max spacing per NFPA 13. For 6" (150mm) and 8" (200mm) trapeze pipe, consult factory. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line I I I I I [1 I I I LTS I I I I Swivel connector accepts 3/8" or 1/2" (M10 or M12) threaded rod Attaches to wood or concrete structures Material: Steel Finish: Electrogalvanized APPROVED Part Number Rod Size Height Length Width Screw Diameter Screw Length Drill Bit Diameter RS H I. W Sc L 0 CSBBRS2EG 3/8', 1/2 1.111, 1.591, 1.06' 1/4 1 3/4' 3/16' Branch line structural attachments are for restraint only and not for the hanging of fire sprinkler piping. I I I I I I I P I I I FM is registered certification mark of FM Approvals LLC, LTD. UL, UR, cUL, cUR, cULus and cURus are registered certification marks of UL LLC WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at wssn.erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death. Copyright © 2015 ERICO International corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. I I ©VATIIVt - FIRE PROTECTION, INC. a - I I I I I I I I fn TM i1 A\I\I1ItIII I I I I Li I I I I I 8779 Cottonwood Ave., Ste. 101 - Santee, CA 92071 - T : 619.593.8200 - F:.: 619593.9133 ifpinc.net CA License #0.16.711148 Structural Attachment for Restraint (Sway Brace) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 55a Fire Protection Solutions B-Line by E7T4 Seismic Bracing Fig. 76 - TOLCOTM Structural Attachment for Restraint (Sway Brace) Assembly Size Range: t' and W all threaded rod (ATR) Material: Steel Function: Structural attachment for restraint (sway brace) or hanger assembly Features: The Fig. 76 has multiple sized fastener holes to accommodate multiple types of fasteners for various types of structures (concrete, wood and steel) see table below. It can be bent in the field to accommodate multiple angles, but is supplied fixed at 45° to accommodate the most common installation configuration. Its open design allows easy inspection to verify thread engagement. It will fit both f" and ½ all thread rod to accommodate changing field conditions when longer brace material is required. It is UL listed both as a restraint and as a hanger attachment for up to 4' ((PS) pipe size. Installation Instructions: Follow fastener manufacturer and NFPA 13 guidelines to install appropriate fastener for the structural type (i.e. concrete, wood, steel). Install all thread rod (brace member) toTOLCOTM Fig. 76 Structural Attachment. Bottom out AIR to ensure full thread engagement. This can be visually confirmed due to the open thread design. For more information visit our website for the most up to date instructions sheets. Approvals: UL Listed reference this page. FM Global Approved <FM> see page 54b. Finish: Pre-Galvanized. Order By: Figure number. Maximum Allowable Loads (UI. Listed) Part No. 3/B Rod 1/2" Rod Fig. 76 1 300 lbs. 300 lbs. Loads shown are axial ASD loads. Fasteners to use with Fig 16 (Up to 2 IPS pipe size) per NFPA 13 Structure Fastener Fastener Fastener NFPA 13 (2013) Type Type Diameter Embedment Reference Concrete Through Bolt 3/8 N/A 9.1.3.10.1 Concrete Post Installed Various Various 9.1.3 - 9.1.3.8 Anchors Steel Through Bolt 3/8 N/A 9.1.4.5.1 UL Listed Beam Steel Beam Clamp 3/8 N/A Clamp with Retaining Strap Wood (1) 3/8 lag screw 3/8 2 1/2 9.1.5.3.1 Wood (2)1/4 lag screws IN or #10 11/2 9.1.5.2.1 (min. #18) All Thread Rod Maximum Restraint Lengths Rod Root Least Radius Maximum Unbraced Length I - (in.) of Gyration Max. Horizontal Load @ 450 (lbs.)** Size (in) I Dia. (in) r (in) l/r=100 I l/r=200 I l/r=300 i l/r=400t ): l/r=100 I l/r=200 Ifr=300 l/r=400t 3/8 J 0.300 10.075 7 j 14 22 30 300 186 j 82 44 1/2 0.404 i 0101 10 20 30 ! 40 3001: 3001: 152 85 ..:. .., .....: t hr = 400 NFPA 13 2010, Sec 9.3.6.1 (5) fir = 400 NFPA 13 2013,Sec 9.3.6.1 (S) **Per NFPA 13 (2013) Table 9.3.5.11.8 (a)lb)Icl, consult for maximum allowable load information on ATR. Wax load governed by Fig. 76/17 Max horizontal load. Eaton's TOLCO seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Our warranty for seismic bracing components will be the warranty provided in Eaton's B-Line Division standard terms and conditions of sale made available by us, except that, in addition to the other exclusions from Eaton's B-Line Division warranty, we make no warranty relating to Eaton's TOLCO seismic bracing components that are combined with products not provided by Eaton's B-Line Division. Structural Attachment for Restraint (Sway Brace) Patent Pending All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 54c Fire Protection Solutions B-Line by j1J4'tj I Seismic Bracing Fig. 77 - TOLCOTM System Piping Attachment for Restraint (Sway Brace) Assembly C@ us Size Range: V and ,c all threaded rod (ATR) LISTED Material: Steel Function: System attachment for restraint (Sway Brace) Assembly Features: The Fig. 77 is UL Listed to be used with both (IPS) steel and CPVC fire sprinkler pipe, in 1 'through 2' diameters. It fits multiple rod diameters allowing for field adjustment if longer brace material is needed. Its sturdy break-off bolt will not strip and verifies proper installation. Its snap on design has many advantages. It can be installed with one-hand, can easily position the brace all thread rod over the top of the pipe being braced or underneath the pipe being braced to accommodate the desired brace angle. It can be fixed in place or moved to a new location by sliding along the pipe or snapping on or off and relocating. An entire prefabricated assembly (Fig. 76 & 77 joined with AIR) can be pre-assembled to save time and labor and later be field installed and adjusted to fit. Installation Instructions: lnstallTOLCOTM Fig. 77 System Attachment to sprinkler pipe branch line to be restrained. You can position with the rod engagement either above or below the sprinkler pipe. Rod must extend a mm. of 1' (25.4) past the edge of the Fig. 77 The attachment can be slid along the pipe to position close to where the Fig. 76 structural attachment will be fastened to the structure. The snap on design allows maximum adjustability during this stage of the installation process. Engage AIR (previously attached to the Fig. 76 Structural Attachment to the rod engagement portion of the Fig. 77 System Attachment. Tighten set bolt on Fig. 77 System Attachment until head breaks off verifying proper installation torque. For more infor- mation visit our website for the most up to date instructions sheets. Approvals: UL Listed. FM Global Approved <FM> refer to page 54d. Finish: Pre-Galvanized. Order By: Figure number and pipe size. Max.Design Loads JUL Listed) Part No. 3/8" Rod 1/2" Rod in. lbs. lbs. Fig. 77 1 Fig. 77 14 300 300 Fig. 77 14 Fig. 17 2 These loads apply to IPS steel, Sch.10, Sch. 40, engineered lightwall piping, such as Allied Dynaflowlug, and cvc plastic pipe. Loads shown are axial ASO loads. § All other trademarks are property of their respective owners. All Thread Rod Maximum Restraint Lengths I I I I I I I I Rod Root Least Radius Maximum Unbraced Length L - (in.) Max. Horizontal Load @ 45° (lbs.)** of Gyration Size (in) Dia. (in) r (in) l/r=100 I l/r=200 l/r=300 i l/r=400t l/r=100 l/r=200 I l/r=300 l/r=400t 3/8 0.300 0.075 7 14 22 30 300 186 1 82 44 1/2 0.404 0.101 10 20 30 40 3001: 3001: 152 85 hr = 400 NFPA 132010, Sec 9.3.6.1 151 t I/i' = 400 NFPA 13 21113,Sec 9.3.6.1 151 *Per NFPA 13 (2013) Table 9.3.5.11.8 lsllbllcl, consult for maximum allowable load information on ATR OMax load governed by Fig. 76/77 Max horizontal load. Eaton's TOLCO seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Our warranty for seismic bracing components will be the warranty provided in Eaton's B-Line Division standard terms and conditions of sale made available by us, except that, in addition to the other exclusions from Eaton's B-Line Division warranty, we make no warranty relating to EatonsTOLCO seismic bracing components that are combined with products not provided by Eaton's B-Line Division. LI I I I I The Cooper BLine/TOLCOTM brand line of seismic bracing products is the most complete line of bracing components in the industry. Our off ering includes both rigid and cable bracing systems and many components are multi-size adaptable or universal in application. Some of the key features of our seismic products include Visual verification of proper installation OSHPD Approval (OPA-0300) Underwriters Laboratories Listed FM Approved Engineering Support & TOLBraceTM Software Buy American Act & ARRA Compliant The Cooper B-Line/TOLCO brand has a history of over 40 years in seismic bracing of non-structural systems including fire sprinklers, plumbing, mechanical, HVAC and electrical. In addition to the products shown in this catalog we also offer engineered solutions for any seismic bracing application. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Set Screw & Ha Include( I Fig. 4L - Longitudinal "In-Line" Sway Brace Attachment Size Range: 2" (50mm) through 8" (200mm) ipS. I Material: Steel Function: For bracing pipe against sway and seismic disturbance. I Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 21/2" (65mm) through 8" (200mm) pipe. Approved by Factory Mutual Engineering (FM), 2" (50mm) through 8" (200mm) pipe. Installation Instructions: Fig. 4L is the "braced pipe attachment I component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and Cooper B-Line/TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. I To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set screw until head snaps off. Jaw attachment can pivot for adjustment to proper I brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. I 4-Way Riser Brace (plan view) fl ____ _____ 4L-2 2 (50) 53/81,(136.5) 21/16 (52.1, 21/16 (52.4) - -13 201 ,.96) -- (--) 3000 (13.34) ...4 (112.0) 4L-21/2 21/2" (65) 6/16 (163.5) 21/2" (63., 2I4" (69.8) -13 2015 (8.96) 25-1(114.7) 41-3 3" (80) 7" (177.8) 2/4" (69.8) 31/16" (77.8) 1/2"..13 2015 (8.96) 1550 (6.89) 268 (121.5) 4L-4 4" (100) 81/2 (215.9) 3/" (85.7) 3/16" (93.7) 1/2"..13 2015 (8.96) 1550 (6.89) 348 (157.8) 414 5' (125) 93/4" (247.6) 3/8" (98.4) 4I8" (111.1) 1/2"_13 2015 (8.96) 1450 (6.45) 380 (172.3) 41-6 6" (150) 1 111/2" 1 (292.1) 5" (127.0) 51/8" (130.2) 1/"_3 2015 (8.96) 1450 (6.45) 640 (290.3) 41-8 8" (200) 1 131/4' 1 (336.5) 5/8" (142.8) 15/8" (142.9) 1/2"_13 1 2015 1 (8.96) 1 1450 1 (6.45) 1 728 1 (330.2) AA 41-2 2" (50) 2015 (8.96) -- -- -- -- 41_21/2 21/2" (65) 2015 (8.96) 1030 (4.5w 1180(5.24) 1420(6.31) 1590(7.07) 4L-3 1 3" (80) 2015 (8.96) 1030 (4.58) 1180 (5.24) 1420(6.31) 1590(7.07) 414 (100) 2015(8.96) 530(2.35) 730(3.25) 890 (19Q 990)4.40) 41-5 (125) 2015(8.96) 530 (2.36) 730 (3.25) 890 (3.96) 990(4.40) 41-6 (150) 2015 (8.96) 530(2.36) 730(3.25) 890 (3.96) 990(4.40) 41-8 8" (200) 2015 (8.96) 490 (2.18) 680 (3.02) 830 (3.69) 930 (4.13) Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line I I I LI I I I "The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where ? the installation angle measured from the vertical. FM approved when used with 1", 11/4", 11&" or 2 Sch. 40 brace pipe. I I&3 IIB;J Fig. 800 - Adjustable Sway Brace Attachment to Steel Size Range: 4" (101 .6mm) thru 18" (457.2mm) beam width Material: Steel Function: Seismic brace attachment to steel. Features: This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present structural issues. Installation Instructions: Fig. 800 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a Cooper B-LineiTOLCO transitional attachment, bracing pipe" and a Cooper B-Line/TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 800 on the steel beam, tighten the cone point set screws on flange until the heads break off. Tighten hex head bolts into clamp body until lock washers are fully flat. Attach other Cooper B-Line/TOLCO transitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, type number and size number. Component of State of California OSHPD Approved Seismic Restraints System 800-1 i"- 6" IILI.L-152.4) 800-2 6"-8" (1 52.4-2G3.2) 800-3 8-10" 203.2-254.0) 800-4 10"-12" 254,0-304.8) 800-5 12-14 (304.8-355.6) 800-6 14"-16 (255.6-406.4) [-j 00-7 16-18" (406.4-457.2) Shown with Fig. 980 brace fitting to pipe brace (Across Beam) Shown with Fig. 980 brace fitting to pipe brace (Along Beam) .. ' 2?P 3P ciP (ED) G LA) LLi 1 lJpto 3/4" (Up to190) 1265 2015 1430 1970 1980 NA 930 1310 1610 1800 (5.62) (8.96) (6.36) (8.76) (8.81) NR (NA) (4.13) (5.82) (7.16) (8.00) 2 3/4" to 11/4' (19 .0 to 31.7) 1265 2015 NR NB NR NR NR NA NR (5.62) ' (8.96) (NR) (NA) (NA) (NH) (NA) (NA) (NA) (NA) Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. IJ Front View Z34PUlu Maximum Lateral - Parallel to 990 1360 1670 1860 I8" Thick Flange Structural Member ((4.40) (6.05) (7.43) (8.27) Longitudinal - Maximum Perpendicular to 460 630 770 860 I8" Thick Flange Structural Member 1(2,04) (2.80) (3.42) 13.821 I I I I Side View Shown with Fig. 910 Fig. 825 / 1 000 Fig. 825 - Bar Joist Sway Brace Attachment Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs (8.96kN). Material: Steel L Function: To attach sway bracing and hanger assemblies to steel open web structural members. J Features: This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head set screw design assures verification of proper installation torque (mm. 31 ft.-lbs.). Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines. Installation Instructions: Fig. 825 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe' and a Cooper B-Line/TOLCO "braced pipe" attachment, to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 825 on the steel beam, tighten the cone point set screws until heads break off. Attach other Cooper B-Line/TOLCO transitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electro-Galvanized and Max. HDG 6" (152.4mm) Approx. Wt./100: 247.5 Lbs. (112.2kg) various roof materials Order By: Figure number and finish US Patent #6,098,942, Shown with Canada Patent #2,286,659 Fig. 910 Component of State of California OSHPD Approved Seismic Restraints System Set Screws & Hardware Included Maximum Design Load 2015 lbs. (8.06kN) UL Listed as Hanger Attachment for 6" (150mm) Pipe at Maximum Spacing r (25.4mm) ;4,12" Bolt & Nut Top View Furnished Shown with Fig. 910 Fig. 1000 825 May pivot in any direction I I I I I I I I Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-tine makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line I xtij Fig. 825A - Bar Joist Sway Brace Attachment C&S Size Range: One size accommodates all Fig. 900 Series sway brace LIVED attachments. Maximum Horizontal Design Load 1600 lbs (7.11 kN). Material: Steel Set Screws & Function: To attach sway bracing to steel open web structural members. Hardware Included Features: This product's design incorporates a concentric attachment (95 point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and 3 Canada (cUL). For additional load, spacing and placement information relating to OSHPD projects, please refer to the Cooper B-Line/TOLCO Seismic Ià Restraint Systems Guidelines. 1J Installation Instructions: Fig. 825A is the structural attachment component of Maximum Design Load a longitudinal or lateral sway brace assembly. It is intended to be combined with a 1600 lbs. Cooper B-Line/TOLCO transitional attachment, bracing pipe" and a Cooper B-Line/TOLCO braced pipe' attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 825A on the steel beam, tighten the cone point set screws until heads break off. Attach other Cooper B-Line/TOLCO transitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain or Electro-Galvanized : Approx. Wt./100: 154.5 Lbs. (70.1kg) VZ Order By: Figure number and finish Patent #6,098,942 fl Bar joist shown attached to Max. various roof materials 6" (152.4mm) with 80 Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracirg assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. C&S <~> USTED Cone Point 0 Set Screws A Set Screws ft. Included E3, Cone Point Set Screw B UL Horizontal Design Load Maximum Design Load Across Beam 2015 lbs. (8.96kN) Maximum Design Load Along Beam 2015 lbs. (8.96kN) I 71 , arg" I 45-71,:i, - U Fig. 828 - Universal Sway Brace Attachment I Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /" (9.4mm) to 7/8" (22.2mm) thick steel structure. For thicknesses less than I8" (9.4mm) refer to Fig. 825 and Fig. 825A. I Material: Steel Function: To attach sway bracing to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, I welded steel trusses, etc.. Secures brace to structure either across or along the beam. Break-off set screws allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA (UL) and I Canada (cUL). Factory Mutual Approved (FM). Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a Cooper B-LineITOLCO transitional attachment, "bracing pipe and a Cooper B-Line/TOLCO "braced pipe" attachment to form a complete bracing I assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point I set screws (A) until the heads break off. Tighten the cone point set screw (B) until the head breaks off. Remove the flange nut from set screw (B). Install a TOLCO swivel fitting (Fig, 909, 910, 980, 986). Use flange nut to secure the swivel fitting. Finish: Plain or Electro-Galvanized I Approx. Weight/100: 275 Lbs. (124.7kg) Order By: Figure number and finish Patent #6,098,942 Canada Patent #2,286,659 I Patent Pending FM Approved Allowable Horizontal Load* With Brace Perpendicular To Beam Brace Angle (degrees from vertical) 30°-44° 450590 60°-74° 75'-90- 1570 2220 1210 700 (6.98kN) (9.87kN) (5.38kN) (3.11 kN) FM Approved Allowable Horizontal Load* With Brace Parallel To Beam Brace Angle (degrees from vertical) 30°-44° 450590 600-74° 750-900 690 970 1210 1330 (3.07kN) (4.31 kN) (5.38kN) (5.91 kN) I I I I I Beam, truss, or girder J - Fig. 828 Shown with Fig. 980 Beam, truss, or girder Fig. 828 T'..i:jii 0 Shown with May pivot in any Fig. 980 direction I Cooper B-Line, Inc.'s ('Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing I components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper 13-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 9519 COOPER B-Line C Mounting Hardware Is Not Included Fig. 906 - Sway Brace Multi-Fastener Adapter Size Range: Use with 1(25.4mm) and 11/4" (31.7mm) UL listed Fig. 900 Series Earthquake Brace Attachments. Material: Steel Application: Allows sway brace fittings to develop greater load carrying ability by providing multiple fastener attachments. The National Fire Protection (NFPA) provides information on fastener loads to various structures. Refer to NFPA 13 (2010) 9.3.5.9.1. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) only when used with Cooper B-Line/TOLCO Fig. 900 Series Earthquake Brace Attachments. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the Cooper B-LineITOLCO Seismic Restraint Systems Guidelines. Installation Instructions: Fig. 906 is a multiple fastener structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a Cooper B-Line/TOLCO transitional attachment, "bracing pipe" and a Cooper B-LineITOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Attach the Fig. 906 to the structural surface as per fastener design guidelines. Attach other Cooper B-LineITOLCO transitional attachment fitting Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number and specify dimensions Hi and H2. Component of State of California OSHPD Approved Seismic Restraints System C & us WED Hi I jI Ib (jE1) (1ilIø 906 12" (305.0) 9" 2" 1 (50.8) 1/4" (6.3) Specify Specify 307 1 (139.3) Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. QW Shown With Fig. 909 Fig. 1000 Fig. 907 Can Be Attached On Eith Side Of The Pipe Being Braced I I Fig. 907 Shown With Fig. 980 4-Way Riser Brace F 1i1fi Lxi Fig. 907 - 4-Way Longitudinal Sway Brace Attachment I Size Range: 1' (25.4mm) X 1(25.4mm), 1 (25.4mm) x 11/4" (31.7mm) and 11/4' (25.4mm) X 1 /4" (25.4mm) bracing pipe. Material: Steel, hardened cone (or cup) point set screw I Function: For bracing pipe against sway and seismic disturbances, Functions as a longitudinal brace connection when attached to a lateral brace pipe. Bracing connection must be positioned as close as physically possible to the braced pipe (No more than 3' (76.2mm) away). Must be used only with Cooper B-Line/TOLCO bracing components. When used in conjunction with Fig. 1000, I this combination bracing restricts piping movement in tension and compression both laterally and longitudinally. Approvals: Included in our Seismic Restraints Catalog approved by the State I of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines. I Installation Instructions: Fig. 907 is a transitional component of a longitudinal 4-way sway brace assembly. It is intended to be installed with the longitudinal and lateral "bracing pipes", Cooper B-Line/TOLCO structural attachment fittings, Fig. 909, 910 and 980 and the Fig. 1000 Cooper B-Line/TOLCO "braced pipe" fitting, to form a complete bracing assembly. I NFPA 13 and/or OSHPD guidelines should be followed. To Install: Attach the Fig. 907 over the lateral "bracing pipe" to within 3' (76.2mm) of its position relative to the "braced pipe" connection. Adjust brace angle and I tighten set screws until the heads bottom out on surface. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, bracing pipe sizes and finish. I / Component of State of California OSHPD Approved Seismic Restraints System vs Q 1j1iiii 1I.WJI 907-1 X 1" xl" (25 x 25) 43/4" (120.6) 43/4" (120.6) 655* (2.91) 103 (46.7) 907-1 X 1114 1 x 11/4 (25 x 32) 5/16 (1286) 4/16 (1222) 655* (291) 107 (485) 907_1114 X P14 11/4" X 11/4" (32 X 32) 5/8" (136.5) 51/4" (133.1) 655* (2.91) 109 (49.4) * Load will accommodate up to 4" (100mm) pipe at maximum spacing. Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches Dimensions shown in parentheses are in millimeters unless otherwise specified COOPER B-Line I I I Component of State of California OSHPD Approved Seismic Restraints System C&S LISTED Set Screw Included Mounting Hardware Is Not Included I 99@MS iiixi 1 Fig. 909 - No-Thread Swivel Sway Brace Attachment Size Range: 1(25mm) bracing pipe. For brace pipe sizes larger than 1' (25mm), use Fig. 980. Available with holes for 3M"-16 thru /4"-10 fastener attachment. Material: Steel, hardened cone point set screw Function: The structural component of a sway and seismic bracing system. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2010) 9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. Application Note: Fig. 909 is used in conjunction with the Fig. 1000, W Fig. 1001, Fig. 4 (A) or Fig. 4L pipe clamp, and joined together with bracing pipe. Sway brace assemblies are intended to be installed in accordance with NFPA 13 (or Cooper B-Line1TOLCO State of California OSHPD Approved Seismic Restraint Manual) and the manufacturer's installation instructions. The required type, number and size of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13 and/or OSHPD. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines. Installation Instructions: Fig. 909 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the 'bracing pipe" and Cooper B-Line/TOLCO "braced pipe" attachment, Fig. 1000, 1001, 4A, 4B or 4L to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 909 onto the bracing pipe. Tighten the set screw until the head bottoms out on surface. Attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, fastener attachment size and finish. \ \ ou fItullhirri U kiEiO fkiai1iai I/AJJI 909-/ 13/32" (10.3) 1" (25) 6" (152.4) 2015 (8.96) 2765 (12.30) 92 (41.7) 909-1/2 17/32 (135) 1 (25) 6 (1524) 1/8 (41.3) 2015 (896) 2765 (12.30) 91 (41.3) 909-/8 11/16" (17.5) 1" (25) 6" (152.4) 1/8' (41.3) 2015(8.96) 2765 (12.30) 90 (40.8) g 3/ 13/15' (206) 1 (25) 6 (1524) 1/8 (41.3) 2015 (896) 2765 (1230) 89 (404) Cooper B-Line, Inc.'s ('Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper 13-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 1iijifi tiit°H -J Fig. 1000 - "Fast Clamp" Sway Brace Attachment Size Range: Pipe size to be braced: 1(25mm) thru 6" (150mm) Schedule 10 thru 40 IPS. Pipe size used for bracing: 1 "(25mm) and 11/4 (32mm) Schedule 40 IPS. Material: Steel Function: A restraint device intended for lateral bracing. Features: Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation: Fig. 1000 is the braced pipe attachment component of a lateral sway brace assembly. It is intended to be combined with the bracing pipe and Cooper B-Line,TOLCO structural attachment component, Fig. 980, 910 or 909 to form a complete bracing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install: Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1 extension. Brace pipe can be installed on top or bottom of pipe to be braced. Tighten hex nuts until leaf spring is flat. It is recommended that the brace angle be adjusted before hex nuts are fully tightened. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with Allied Dyna Flow sprinkler pipe up to 2" as a restraint device. Maximum horizontal design load is 655 lbs. (2.91kN) Torque requirement is 6-8 ft./lbs. (8-10Nm) Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines. Application Note: Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 is recommended. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Component of State of California OSHPD Approved Seismic Restraints System C&S <~> LIM ardware sciuded UL Listed Design Load 1" (25mm) thru 2" (50mm) pipe size - 655 lbs. (2.91kN) I I I I I I I (25) 1000-1 X t 71.6 (32.5) 1000-1 X 11/4 75.8 (34.4) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) 11/4" (32) 1000-1114X1 74.8 (33.9) 1000-1/4 X 11/4 79.1 (35.9) 200 (0.89) 280 340 (1.51) 380 (1.69) 11/2" (40) 1 1000_11/2 X 77.8 (35.3) 100011/2 X 1114 82.1 (37.2) 200 (0.89) 280 (1.24) 340 (1.51) 380 (50) 1 1000-2 X 84.1 (38.1) 1000-2 X 1114 88.4 (40.1) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1,69) 21/2" (65) 1000-21/zX1 90.2 (40.9) 1600_21/2 X 1114 94.6 (42.9) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) (80) 1000-3 X 97.3 (44.1) 1000-3 X 11/4 101.7 (46.1) 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00) 31/2" (90) 1000-31/2X1 104.0 (47.2) 1000_3112 X 11/4 108.4 (49.2) 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00) (100) 1000-4X 1 110.3 (50.0) 1000-4 X 11/4 114.6 (52.0) 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00) (125) 1000-5X 1 123.1 (55.8) 1000-5 X 1114 127.4 (57.8) -- -- -- -- -- -- -- -- (150) 1000-6 X 136.5 (51.9) 1000-6 X 11/4 . 140.8 (63.8) -- -- -- -- -- -- -- - 8" (200) 1000-8 X 157.4 (71.4) 1000-8 X 11/4 162.6 (73.7) -- -• -- -- -- -- -- -- 1 FM Approved when used with 1, 11/4, 11/2, or 2 inch NPS Schedule 40 GB/I 3091 ,EN 1025514, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as "Schedule 7". These ratings may also be applied when EN 10220 and GB/I 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/I 3092,EN 10255M and H, or JIS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing. Cooper 11-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line I I I I I I Set Screws Included Lii Listed Design Load Sch. 7 - 1600 lbs. (1.11kN) Sch. 10 & 40 W/1"(25mm) Brace Pipe 2015 lbs. (8.96kN) Sch. 10 & 40 w/1 1/4" (32mm) Brace Pipe 2765 lbs. (12.30kN) Fig. 1001 - Sway Brace Attachment Component of State of California OSHPD Approved Seismic Restraints System Size Range: Pipe size to be braced: 21," (65mm) thru 8" (200mm) IPS. * Pipe size used for bracing: 1 "(25mm) and 11/4" (32mm) Schedule 40 IPS. C@ us Material: Steel LISTED Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way . riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set screws until heads bottom out. A minimum of 1" (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that Fig. 1001 must be used only with other Cooper B-Line! TOLCO bracing products. II 21/2" (65) 1001-2112 X 16 10i3121/2 X 11/4 1001-3 X 11/4 160.4 (72.7) 800 (3.56) 1130 (5.02) 11380 (6.14) 1540 1 (6.85) (80) 1001-3 X 1 147.2 (66.7) 168.7 (76,5) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) (100) 1001-4X1 160.9 (73.0) 1001-4X 11/4 182.4 (82.7) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) 6" (150) 1001-6X 1 190.0 (86.2) 1001-6X 11/4 211.4 (95.9) 510 (2,27) 730 (3.5) 890 (3.96) 990 (4.40) 8" (200) 1001-8 X 217.4 (98.6) 1001-8X 1/4 238.8 (108.3) 1 510 1 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 1 FM Approved when used with 1 11/4, 11/2, or 2 inch NIPS Schedule 40 GB/T 3091 ,EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as "Schedule 7". These ratings may also be applied when EN 10220 and GB/I 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/I 3092, EN 10255M and H, or JlS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. HJ Component of State of California OSHPD Approved Seismic Restraints System C@ us LISTED "I oo Hardware Included UL Listed Design Load 2015 lbs. (8.96kN) I 7 , Tu@~~W Fig. 2002 - Sway Brace Attachment I Size Range: Pipe size to be braced: 21/2' (65mm) thru 8" (200mm) all steel schedules, copper, plastic, FRP, cast iron and ductile iron. Consult factory when bracing other than steel. The Fig. 2002 accepts brace pipes sizes 11&' (40mm) and 2" (50mm) steel schedule 100 I through schedule 40. Material: Steel Function: For bracing pipe against sway and seismic disturbance. I The pipe attachment component of a sway brace system: Fig. 2002 is used in conjunction with a TOLCO 900 Series sway brace attachments and joined together with bracing pipe. Install per NFPA 13 and/or Cooper B-Line/TOLCO State of California OSHPD Approved Seismic Restrain Manual, I Features: Unique design will not damage thin wall, plastic, copper or ductile iron pipe. Easy verification of proper installation by tightening bolts until ears touch. I Installation: Place Fig. 2002 over pipe to be braced. Slide bracing pipe through attachment and tighten hex nuts until ears touch. Approvals: Underwriters Laboratories Listed in the USA I (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD I projects, please refer to the Cooper B-Line/TOLCO Seismic Restraint Systems Guidelines. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. I Order By: Figure number, pipe size to be braced, pipe size used for bracing (11/2" (40mm) or 2" (50mm)) and finish. Important Note: Fig. 2002 is precision manufactured to perform its function as a critical component of a complete I bracing assembly. To ensure performance, the UL Listing requires that the Fig. 2002 must be used only with other Cooper B-Line/TOLCO bracing products. I I I Shown with Fig. 980 cs4mm ( 1E:1 I _c) Gqa 8zuaaw @aD 21/2" (65) 1 2002_21/2 X 11/2 224.9 (102.0) 2002-21/2 X2 283.3 (128.6) UL 3 (80)1 2002-3 X 11/2 241.0 (1093) 2002-3X2----- 2994 (1358) UL 4" (100) 2002-4 X 11/2 268.4 (121.7) 2fl02-4 X 2 326.8 (148.2) UL 6 (150) 20024X11/2 3266 (1481) 2002-6 X 2 3850 (1746) UL 8" (200) 20029 X11/2 1381.3 (172,9) 2002-8X2 430.7 (199.4) UL I I I ** See load ratings in UL Listed Design Load chart. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. TV 15:51 COOPER B-Line FAX: 6195939133 I i i - FIRE PROTECTION, INC. I I I I I I I I E I I I I I I 8779 Cottonwood Ave Ste 101 Santee, CA 92071 - T 619 593 8200 ifpincnet CA License tC.16J11148 Sag-resistant Halogen-free Excellent adhesion Re-enterable/repairable Excellent caulk rate Paintable Water clean up LISTED USTED Intertek FILL VOID OR CAVITY MATERIALS I9RE$TQP SYSTEMS SEEINIERYEIL DIRECTORY 9059 3M TM Fire Barrier Sealant IC 15WB+ Product Data Sheet 1. Product Description 3M" Fire Barrier Sealant IC I5WB+ is a cost-effective, one-part, gun-grade, latex-based, intumescent firestop sealant that dries to form a monolithic firestop seal that also acts as a barrier to airborne sound transmission. 3M" Fire Barrier Sealant IC I 5WB+ firestops through penetrations passing through fire-rated floor, floor/ceiling or wall assemblies, as well as other fire-rated interior building partitions and assemblies (e.g. static construction joints or blank openings). In addition, the unique intumescen property of this material allows 3M" Fire Barrier Sealant IC I SWB+ to expand and help maintain a firesiop penetration seal for up to 3 hours as penetrants are exposed to fire. 3M"' Fire Barrier Sealant IC ISWB+ bonds to most construction substrates, including: gypsum wallboard, concrete, metals, wood, plastic (including CPVC) and cable jacketing. No mixing is required. FIRE BARRIER SMOKE SEAL L Fire Pmtecfloe SOUND BARRIER 54 In SIC 54-rated wall assemb FILL, VOID, OR EASilY FOR USE IN JOINT SYSTEMS, THROUGH-PENETRATION ARESTOP SYSTEMS AND PERIMETER CONTAINMENT SYSTEMS SEE UI. ERIE RESISTANCE DIRECTORY aLIGn R 09 SYSTEM COMPATIBLE 1tt 4 Cost-effective firestop sealant available in tube, pail or sausage. Product Color: Ti Yellow Product Features Firestop tested up to 3 hours in accordance with ASTM E 814 (UL 1479), ASTM E 1966 (UL 2079) & CAN/ULC-S 115 CPVC compat:ble Expanded flue protection systems Helps minimize sound transfer* Complies with the intent of LEED® NC-EQ Credit 4.1_for Lorr-Emitting Materials. Adhesives and Sea/tints, contains<250gll VOC conterlts (less H2O and exempt solvents per SGAQMI.) Rule 1163). 5Mintrurizes noise liansfer—STC-Rating of 54 er/tell tested in STC 54-1-ated trail assembly 2. Applications 3M' Fire Barrier Sealant IC I5WB+ is a general-purpose intumescent firestop ideal for sealing single or multiple through penetrations in fire-rated construction. 3M"' Fire Barrier Sealant IC ISWB+ is typically used in mechanical, electrical and plumbing applications to firestop openings created by the following penetrations in fire-rated floors, floor/ceilings or walls: metallic pipe, plastic pipe, conduit, power and communication cable, cable trays, busways, combos, insulated pipe and HVAC duct penetrations. 3M"' Fire Barrier Sealant IC 15WB+ is also used to firestop blank openings and static construction joints. 3. Specifications 3M' Fire Barrier Sealant IC shall be a one component, ready-to-use, gun-grade, latex-based, inturnescent firestop sealant capable of expanding a minimum of 3 times at 1000°F. The material shall be thixotropic and be applicable to overhead, vertical and horizontal firestops. The sealant shall he listed by independent test agencies such as UL, ULC, Intertek or FM. 3M' Fire Barrier Sealant IC I SWB+ shall be tested to and pass the criteria of ASTM E 814 (UL 1479) Standard Test Method for Fire Tests of Penetration Firestop Systems, ASTM E 1966 (UL 2079) Standard Test Method for Fire Resistive Joint Systems and CAN/ ULC-Sl 15 Standard Method of Fire Tests of Firestop Systems. 3M"' Fire Barrier Sealant IC I 5WB+ meets the requirements of the IBC. IRC, NBCC, IFC, IPC, IMC, NFPA 5000, NEC (NFPA 70) and NFPA 10.1. Typically Specified MasterFormat (2004) Section 07 840))— Fireslopping Related Sections Section 07 27 00 — Air Barriers Section 0784 16— Annular Space Protection Section 07 84 43 — Fire-Resistant Joint Sealants Section 07 86 00 — Smoke Seals Section 078700 - Smoke Containment Barriers Section 07 92 13— Elastomeric Joint Sealants Section 07 92 19— Acoustical Joint Sealants Section 21 0(100 - Fire Suppression Section 22 00 00 — Plumbing Section 230000 - Heating, Ventilating, and Air Conditioning (H VAC) Section 26 00 00 — Electrical For technical support relating to 3M Fire Protection Products and Systems, call: 1-800-328-1687 For more information on 3M Fire Protection Products, visit www.3m.com/tirestop Ea N N 4. Performance & Typical Physical Properties Hardness (ASTM .D 2240 Shore A): 70 Tensile Strength: 85 psi (0.59 MPa) Volume Shrinkage (ASTM C 1241): 28% VOC Less H20 and Exempt Solvents: <250 g/L Dry: Under typical conditions of 75°F (23°C) and 50% RH., sealant becomes tack-free in about ten minutes and dry-to-touch in 30 to 60 minutes. Full dry depends upon ambient conditions and volume of sealant. Typical dry rate is approximately 1/8 inch (3 mm) per day. Unit Volume: 10.! Ii. oz tube (298.7 ml. 18.2 in).20 H. oz. sausage 1591.5 rnl.36.l in).27fl, oz tube (798.5 ml. 48.7 in).4.5 gal. pail (17.03L, 1039.5 in.') Packaging, Storage, Shelf Life Packaging Product packaged in cartridge or pail is enclosed in HDPE plastic containers, sausage is packaged in aluminum foil wrap. Storage 3M" Fire Barrier Sealant IC 15WB+ should be stored indoors in dry conditions between 40°F and 90°F (4°C and 32°C) in the original unopened package. Avoid repeated freeze I thaw exposures of the 3M" Fire Barrier Sealant IC JSWB+ prior to installation. Shelf Life 3M" Fire Barrier Sealant IC 15WB+ shelf life is I2 months in original unopened containers from date of packaging when stored above 68°F (2°C). Lot numbering (e.g. 8183AS: First digit = Last digit of year manufactured, Second to fourth digit = Julian Date, Letters = Random to distinguish between lot numbers Installation Techniques consult a 3M Authorized Fire Protection Products Distributor/Dealer or Sales Representative for applicable UL, cUL, ULC. Intertek, FM or other third-party drawings and system details. Preparatory Work The surface of the opening and any penetrating items should be cleaned to allow for the proper adhesion of the 3M' Fire Barrier Sealant IC 15WB+. Ensure that the surface of the substrates are not wet and are frost free. Sealant can be installed with a standard caulking gun, pneumatic pumping equipment or it can be easily applied with a putty knife or trowel. Installation Details Install the applicable depth of backing material, if required, as detailed within the applicable UL, cUL, ULC, Intertek, FM or other third-party listed system. Cut the end of the 3M" Fire Bather Sealant IC 15WB+ tube spout to achieve the desired head width when applying. Install the applicable depth of 3M" Fire Barrier Sealant IC I SWB+ into the opening flush with the surface of the substrate, or as detailed within the applicable listed system, at the depth for the assembly and rating that is required. Tool within 5 minutes. Clean all tools immediately after use with water. Limitations Do not apply 3M" Fire Barrier Sealant IC 15WB+ when surrounding temperature is than less 40°F (4°C) and in conditions where seals maybe exposed to rain or water spray within 18 hours of application. Do not apply 3M" Fire Barrier Sealant IC 15WB+ to building materials that bleed oil, plasticizers or solvent (e.g. impregnated wood, oil-based sealants, or green or partially vulcanized rubber). Do not apply 3M" Fire Barrier Sealant IC 15WB+ to wet or frost-coated surfaces or to areas that are continuously damp or immersed in water. Maintenance No maintenance is expected to be required when installed in accordance with the applicable UL, cUL, ULC. Intertek, FM or other third-party listed system. Once installed, if any section of the 3M" Fire Barrier Sealant IC 15WB+ is damaged, the following procedure will apply: remove and reinstall the damaged section in accordance with the applicable listed system, with a minimum 1/2 in. (12.7 mm) overlap onto the adjacent material. Availability 3M" Fire Barrier Sealant IC 15WB+ is available from 3M Authorized Fire Protection Products Distributors and Dealers. 3M" Fire Barrier Sealant IC 15WB+ is available in 10.1 H. oz. cartridges (3M ID 98-0400-5509-I, 12/case), 20.0 H. oz. sausages (3M ID 98-0400-5512-5, 10/case), and 4.5 gallon pails (3M ID 98-0400-5510-9, I/case). For additional technical and purchasing information regarding this and other 3M Fire Protection Products, please call: 1-800-328-1687 or visit www.3m.com/firestop. I 9. Safe Handling Information Consult count rv-of-use Material Sajètv Data Sheet (MSDS) prior to handling and disposal. I I I I Building and Commercial Services Division 31A Center, Building 223-2N-21 St. Paul, MN 55144-1000 USA 1-800-328-1687 www.3M.com/firestop Important Notice to User: Technical Information: The technical information, recornrnendat ions and other statements contained in this document are based upon tests or experience that 3M believes are reliable, but the accuracy or completeness of such information is riot guaranteed. Product Use: Marty factors beyond 3M's control and uniquely wiltrirr users knowledge arid control can affect the use and performance of a 3M product In a particular application. Overt the variety of factors that can affect the use and performance of a 3M product, user is solely responsible for evaluating the 3M product airS determining whether it is fit for a particular purpose and suitable for users method of application. Warranty and Limited Remedy: 3M warrants that each 3M Fire Protection Product will be free from detects in material and manufacture for 90 days franr the date of purchase from 3M's authorized distributor. 3M MAKES NO OTHER EXPRESS OR IMPLIED WARRANTIES INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, Ifs 3M product rlr>es riot conform to this warranty, the sole and exclusive remedy is, at 3M's option, replacement of the 3M product or refund of the purchase price. Limitation of Liability: Except where prohibited by law, 3M will riot he liable for any loss or rlamage arising horn the 3M product, whether direct, indirect, special, irrcimlerrtal or consequential, regardless 01 the legal theory asserted. Please Recycle. Printed in USA. © 3M 2012. All rights reserved. 3M is a trademark of 3M. Used under license in Canada. All 98-0400-5077-9 REV B other trademarks are the property of their respective owners. I I I I H I H 1 I I I I I Color: Yellow Application Temperature Range: 40° to 122°F (40 to 50°C) (ASTM C 1299) Service Temperature Range: -20° to 180°F (-28° to 82°C) STC Acoustic Barrier: 54 when tested in STC 54 rated (ASTM E 90 and ASTM E 413) wall assembly Surface Burning (ASTM E 84): Flame Spread 5, Smoke Development 50 3M FIRE PROTECTION SYSTEMS MATRIX OF UL TESTED AND APPROVED FIRE STOP SYSTEMS EMPLOYED: Penetrating Item: Assembly: F Rating: System: Product: Metal sprinkler pipe Concrete walls & floors 1,2,3 Hr. CAJ 1427 ICl5WB or CP25WB+ Annular space 0 to 2" Metal sprinkler pipe Concrete walls & floors 2 Hr. CAJI55I ICI5WB or CP25WB+ Annular space 0 to 3 7/8 Metal sprinkler pipe Gypsum walls 1,2,3&4 Hr. WL 1133 CP25WB+ with 12" piece e of 2" Fiberglass Insulation Metal sprinkler pipe Gypsum walls I& 2 Hr. WL1296 IC15WB or CP25WB+ Annular 0 to 2" Metal pipe/conduit Gypsum walls 1.2,3&4 Hr. WLI003 CP25WB+ Annular space 0 to 2-3/8" Metal Pipes Gypsum walls 1 & 21-1r. WL1340 1C15W13 or CP25WB+ 45° Angle - Annular 0 to 3 'i2" CPVC Gypsum Walls I & 2 Hr. WL-2299 TCI5WB+ BlazeMaster Sprinkler Pipes Metal Sprinkler Pipe Wood Floor/Ceiling 1 Hr. FC-1094 ICl5WB+ or CP25WB+ Annular Space Zero to 1 3/8" CPVC Sprinkler Pipe Wood Floor/Ceiling I Hr. FC-2241 ICI5WB+ I _1:icI.Iá. !II,7JjA . I HEADGUARDS FOR PROTECTION OF SPRINKLER HEADS IN INDUSTRIAL APPLICATIONS (storage racks, low drops, etc.) I I ONE PIECE DOUBLE HOOK HEADGUARD Heavy wire construction with latch - F , hooks, exposed for easy installation J p I Available with spot welded 4-1/2" baffle plate ). 4530100 1/2 IPS (Red) - -'-• \ 't 4530101: 1/2 IPS (Chrome) 4530102. 1/2" IPS (White) 4530103: 1/2" IPS w/ baffle Plate 4530104: 314" IPS (Red) I I I I TWO PIECE UNIVERSAL HEADGUARD Red Powder Coated 4530150: 1/2" IPS (Red) 4530 1SOCP: 3/4" IPS (Chrome) 4530157: 3/4" IPS (Red) 4530153: baffle plate I RECESSED HEADGUARD 4530155 3'/2" x 3" with 1/2" IPS hole ... .. Chrome Plated Steel Construction 'I One piece headguard I HEAT COLLECTOR 4530158 o 12" x 12" with 1/2" IPS hole .040 Aluminum Powder coated white The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. I FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I Heavy gauge steel construction Knockouts and shelf to accommodate any 1/2" or 3/4" sprinkler head All-welded construction and full length hinge Red powder coated finish Slotted for easy mounting with screws, rivets or strapping (65-10-151) 25' (65-10-151A) 6 Head Box 3 Head Box (65-10-152) 12 Head Box (65-10-150) 6 large Head Box The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I - 0ôoA- I I I I QzirRslbaid SenR'oir Hcum'ng I I 5592 El Camino Real I Carlsbad, Ca. 92008 I I E I I I I I 1 1 I I I I I I I I I I I I I I I I I I HYDRAULIC CALCULATIONS for Job Information Project Name CARLSBAD SENIOR HOUSING Contract No. : C7572 City: CARLSBAD, CA 92008 Project Location: 5592 EL CAMINO REAL Date: 1/7/2020 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE.STE; 101 City: SANTEE, CA. 92071 Phone Number: (619) 593-8200 E-mail: DERIKcIFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 1 Remote Area Location LIFE GUIDANCE (RESIDENTIAL) Occupancy Classification NFPA13 Density (gpm/ft2) 0.051 Area of Application (ft2) 1024 Coverage per Sprinkler (ft2) 256 Number of Calculated Sprinklers 4 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 154.6 Required Pressure at Source (psi) 35.5 Type of System Wet Volume - Entire System (gal) 2229.5 gal Water Supply Information Date 11/25/2019 Location EL CAMINO REAL NORTH OF COUGAR DRIVE Source 1 Notes File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newvwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 1 Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: I Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: 1 Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 106 3800 86 Static Pressure I Residual I Flow I I Available Total Demand Required Pressure Node atSource (psi) I Pressure (gpm) Pressure I (gpm) I (psi) (psi) I (psi) I 1 106 86 3800 I 105.9 154.6 35.5 Hoses - Inside Hose Flow/ Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 54.6 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 54.6 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 10.6 BOR -Flow (gpm) 54.6 Demand w/o System Pump(s) N/A File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR U HOUSING-building newwwwwwwi.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 2 q - - - - = - - - m - - - - - - - - - - Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR Date 1/7/2020 HOUSING-building newwwwwwww.dwg Page 3 Copyright© 2002-2012 Tyco Fire Protection Products Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: I Graph Labels Label Description Values Flow (gpm) Pressure (psi) 51 Supply point #1 - Static 0 106 S2 Supply point #2 - Residual 3800 86 Dl Elevation Pressure 0 5.2 D2 System Demand 154.6 35.5 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin Pressure (psi) I Flow (gpm) I Pressure (psi) I © Flow (gpm) Supply 105.8 1 295.8 70.5 1 154.6 Open Heads Required ___________ Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 101 Overhead 256 4.9 0.05 12.8 7 0.051 13 7 Sprinkler 102 Overhead 256 4.9 0.05 12.8 7 0.051 13 7 Sprinkler 103 Overhead 256 4.9 0.05 12.8 7 0.052 13.3 7.3 Sprinkler 104 Overhead 256 4.9 0.05 12.8 7 0.06 15.3 9.8 Sprinkler File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 4 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psit/2) (gpm) (in) (ft) (It) (psi) (psi) Path No: I 102 9 4.9 13 1 1x(BM.Tee-Br)=5 4.61 150 7 2601 10.83 13 1.101 lx(BM.90)=5 10 0.0304 -0.8 14.61 0.4 2601 10.83 -2.4 1 1x(BM.Tee-Run)=1 3.99 150 6.6 2600 10.83 10.6 1.101 1 0.0208 0 4.99 0.1 2600 10.83 13.3 1 2x(BM.Tee-Run)=2 21.97 150 6.8 2595 10.83 23.8 1.101 lx(BM.Tee-Br)=5 7 0.0938 0 28.97 2.7 2595 10.83 -3.3 1 5x(BM.Tee-Run)=5 17.49 150 9.5 2588 10.83 20.5 1.101 2x(BM.90)=10 15 0.071 0 32.49 2.3 2588 10.83 -5.3 1 2x(BM.Tee-Br)=10 16.92 150 11.8 0066 10.08 15.2 1.101 2x(BM.Tee-Run)=2 17 0.041 0.3 lx(BM.90)=5 33.92 1.4 0066 10.08 -3.8 1.25 2x(BM.Tee-Run)=2 10.49 150 13.5 0069 10.08 11.5 1.394 lx(BM.90)=6 8 0.0077 0 18.49 0.1 0069 10.08 -2.5 1.25 1x(BM.Tee-Run)=1 8 150 13.6 0070 10.08 9 1.394 1 0.0049 0 9 0.0 0070 10.08 -3.5 1 2x(BM.Tee-Br)=10 94.67 150 13.7 2321 10.08 5.5 1.101 8x(BM.Tee-Run)=8 28 0.0061 0 2x(BM.90)=10 122.671 0.8 2321 10.08 21 1.25 2x(BM.Tee-Run)=2 3.08 150 14.4 2319 10.08 26.4 1.394 2 0.036 0 5.08 0.2 2319 10.08 -10.5 1.25 2x(BM.Tee-Run)=2 16.29 150 14,6 2317 10.08 16 1.394 2 0.0142 0 18.29 0.3 2317 10.08 -3 1.25 4x(BM.Tee-Run)=4 13.17 150 14.9 2313 10.08 13 1.394 4 0.0096 0 17.17 0.2 2313 10.08 -1.4 1.25 1x(BM.Tee-Run)=1 9 150 15 2311 10.08 11.6 1.394 lx(BM.Tee-Br)=6 7 0.0078 0 16 0.1 2311 10.08 4 2 1x(BM.Tee-Run)=1 22.46 150 15.2 2307 10.08 15.6 2.003 3x(BM.Tee-Br)=30 31 0.0023 0 53.46 0.1 2307 10.08 14.9 2 lx(coupling)=1.3 3.01 150 15.3 Ti 10.08 30.5 2.003 1.3 0.008 0 4.3 0.0 Ti 10.08 0 2.5 ix(us.Tee-Br)=18.72 0.5 120 15.3 0119 10.08 30.5 2.705 18.72 0.0028 0 19.22 0.1 0119 10.08 24.1 2.5 lx(coupling)=1.56 5.42 120 15.4 R1-O 4.67 54.6 2.705 1.56 0.0083 2.3 6.98 0.1 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 5 1 I I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I R1-O 4.67 0 2.5 0.67 0 17.8 GLOBE UMC Ri-I 4 54.6 0 0 0.9458 0.3 0.67 0.6 Ri-I 4 0 2.5 ix(us.90)=9.36 1 120 18.7 Bi 3 54.6 2.705 9.36 0.0083 0.4 10.36 0.1 Bi 3 0 4 ix(coupling)=1.39 341.83 120 19.2 BOR 24 54.6 4.31 17x(us.90)=236.93 238.32 0.0009 -9.1 580.15 0.5 BOR 24 0 6 ix(coupling)=1.73 10 140 10.6 SW 20 54.6 6.4 ix(us.90)=24.19 25.92 0.0001 1.7 35.92 0 SW 20 0 6 ix(coupling)=i.53 19.05 150 12.3 D14 20 54.6 6.08 2x(us.45)=21.4 22.92 0.0001 0 41.98 0 D14 20 0 6 lx(coupling)=1.73 1.04 140 12.4 CK-0 20 54.6 6.4 1.73 0.0001 0 2.77 0 CK-O 20 0 6 0.96 0 12.4 CV-1F Check CK-I 20 54.6 0 0 0.046 0 *** 0.96 0.0 CK-I 20 0 6 lx(coupling)=1.73 2 140 12.4 D13 20 54.6 6.4 1.73 0.0001 0 3.73 0 D13 20 0 6 lx(us.Tee-Br)=45.85 30.25 150 12.4 2 20 54.6 6.08 2x(us.45)=21.4 67.24 0.0001 0 97.5 0.0 2 20 0 8 lx(coupling)=2.86 642.7 150 12.4 D12 -3 54.6 7.98 2x(us.90)=51.44 136.46 0.0000 10 lx(elbow.22.5)=6.43 779.15 0.0 2x(us.45)= 25.72 lx(us.Tee-Br)= 50.01 D12 -3 0 8 lx(coupling)=3.52 6.08 140 22.4 BF-0 2 54.6 8.55 2x(us.90)=63.4 66.92 0.0000 -2.2 73.01 0 BF-0 2 0 8 2.5 0 20.2 WILKINS BF-I 2 54.6 0 0 5.2337 0 375DA 2.5 13.1 *** BF-I 2 0 8 lx(coupling)=3.52 8.58 140 33.3 Dli -3 54.6 8.55 2x(us.90)=63.4 66.92 0.0000 2.2 75.51 0 Dli -3 0 8 lx(us.Tee-Br)=50.01 17.67 150 35.5 1A -3 54.6 7.98 50.01 0.0000 0 67.68 0 1A -3 100 8 1 150 35.5 1 -3 j 154.6 7.98 0 0.0002 0 1 0 1 35.5 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 6 I I I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) Wpm) (in) (It) (It) (psi) (psi) Path No: 2 101 9 4.9 13 1 lx(BM.Tee-Br)=5 3.06 150 7 0002 10.83 13 1.101 lx(BM.90)=5 10 0.0306 -0.8 13.06 0.4 0002 10.83 2.4 1 1x(BM.Tee-Br)=5 84.54 150 6.7 0016 10.08 15.4 1.101 12x(BM.Tee-Run)=12 22 0.0418 0.3 lx(BM.90)=5 106.54 4.5 0016 10.08 9.2 1 1x(BM.Tee-Run)=1 16.17 150 11.4 0085 10.08 24.6 1.101 1x(BM.Tee-Br)=5 6 0.0992 0 22.17 2.2 0085 10.08 -10.7 1.25 7x(BM.Tee-Run)=7 99.69 150 13.6 0094 10.08 13.8 1.394 2x(BM.90)=12 19 0.0109 0 118.69 1.3 0094 10.08 -4.8 1.25 2x(BM.Tee-Rurt)=2 11.52 150 14.9 0096 10.08 9.1 1.394 2 0.005 0 13.52 0.1 0096 10.08 6.9 1.25 1x(BM.Tee-Br)=6 5.06 150 15 0097 10.08 15.9 1.394 6 0.0141 0 11.06 0.2 0097 10.08 3.4 2 2x(BM.Tee-Run)=2 18.92 150 15.1 0101 10.83 19.3 2.003 1x(BM.Tee-Br)=10 22 0.0034 -0.3 lx(BM.90)=10 40,92 0.1 0101 10.83 4.8 2 2x(BM.Tee-Run)=2 9.94 150 15 TO 10.83 24.1 2.003 lx(coupling)=1.3 3.3 0.0052 0 13.23 0.1 TO 10.83 0 2.5 lx(us.90)=9.36 1.25 120 15 0119 10.08 24.1 2.705 9.36 0.0018 0.3 10.61 0.0 0119 15.4 Path No: 3 103 9 4.9 13.3 1 lx(BM.Tee-Br)=5 1.83 150 7.3 2600 10.83 13.3 1.101 5 0.0317 -0.8 6.83 0.2 2600 6.8 Path No: 4 104 9 4.9 15.3 1 1x(BM.Tee-Br)=5 1.83 150 9.8 0028 10.83 15.3 1.101 5 0.0413 -0.8 6.83 0.3 0028 10.83 -6.2 1 9x(BM.Tee-Run)=9 97.12 150 9.3 0016 10.08 9.2 1.101 lx(BM.Tee-Br)=5 19 0.016 0.3 lx(BM.90)=5 1 116.121 1 1.9 0016 11.4 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 7 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 GPM1 -3 100 8 1 150 35.5 1A -3 100 7.98 0 0.0001 0 1 0 1A 35.5 Path No: 6 2601 10.83 0 1 1x(BM.Tee-Run)=1 2.71 150 6.6 0002 10.83 2.4 1.101 1 0.0013 0 3.71 0 0002 6.7 Path No: 7 2595 10.83 0 1 2x(BM.Tee-Run)=2 8 150 9.5 0031 10.83 3.3 1.101 2 0.0024 0 10 0.0 0031 10.83 6.2 1 13x(BM.Tee-Run)=13 147.83 150 9.5 0047 10.83 9.5 1.101 lx(BM.Tee-Br)=5 28 0.017 0 2x(BM.90)=10 175.83 3 0047 10.83 0 1.25 2x(BM.Tee-Run)=2 8 150 12.5 0049 10.83 9.5 1,394 2 0.0054 0 10 0.1 0049 10.83 5.3 1.25 5x(BM.Tee-Run)=5 36.26 150 12.5 0059 10.08 14.7 1.394 2x(BM.Tee-Br)=12 23 0.0122 0.3 lx(BM.90)=6 59.26 0.7 0059 10.08 3.8 1.25 2x(BM.Tee-Run)=2 10.17 150 13.6 2325 10.08 18.5 1.394 2 0.0186 0 12.17 0.2 2325 10.08 2.5 1.25 2x(BM.Tee-Run)=2 12.18 150 13.8 2321 10.08 21 1.394 2x(BM.90)=12 14 0.0235 0 26.18 0.6 2321 14.4 Path No: 8 2588 10.83 0 1 21x(BM.Tee-Run)=21 108.01 150 11.8 0049 10.83 5.3 1.101 lx(BM.Tee-Br)=5 26 0.0057 0 134.01 0.8 0049 12.5 Path No: 9 0066 10.08 0 1.25 6x(BM.Tee-Run)=6 88.66 150 13.5 0059 10.08 3.8 1.394 lx(BM.Tee-Br)=6 12 0.001 0 100.66 0.1 0059 13.6 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building new wwwww.dwg Date 1/7/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 1 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 10 0069 10.08 0 1 2x(BM.Tee-Br)=10 90.49 150 136 2325 10.08 2.5 1.101 17x(BM.Tee-Run)=17 37 0.0014 0 2x(BM.90)=10 127.49 0.2 2325 13.8 Path No: 11 0070 10.08 0 1.25 6x(BM.Tee-Run)=6 57.17 150 13.7 0081 10.08 3.5 1.394 1x(BM.Tee-Br)=6 36 0.0009 0 4x(BM.90)=24 93.17 0.1 0081 10.08 3.9 1 lx(BM.Tee-Br)=5 95.83 150 13.8 2465 10.08 7.4 1.101 7x(BM.Tee-Run)=7 32 0.0108 0 4x(BM.90)=20 1 . I1.4 2465 10.08 -3.4 1.25 2x(BM.Tee-Run)=2 14.12 150 15.1 2311 10.08 4 1.394 1x(BM.Tee-Br)=6 8 0.0011 0 22.12 0.0 2311 15.2 Path No: 12 2319 10.08 0 1.25 4x(BM.Tee-Run)=4 33.17 150 14.6 2387 10.08 10.5 1.394 2x(BM.Tee-Br)=12 22 0.0065 0 lx(BM.90)=6 55.17 0.4 2387 10.08 -4.9 1.25 1x(BM.Tee-Br)=6 52.9 150 15 2399 10.08 5.5 1.394 5x(BM.90)=30 36 0.002 0 88.9 0.2 2399 10.08 9.3 1.25 lx(BM.90)=6 1.08 150 15.1 2400 10.08 14.9 1.394 6 0.0124 0 7.08 0.1 2400 10.08 0 2 1x(BM.Tee-Br)=10 13.65 150 15.2 2307 10.08 14.9 2.003 10 0.0021 0 23.65 0.1 2307 15.3 Path No: 13 2317 10.08 0 1 2x(BM.Tee-Br)=10 33.31 150 14.9 2405 10.08 3 1.101 4x(BM.90)=20 34 0.002 0 4x(BM.Tee-Run)=4 67.31 0.1 2405 10.08 4.9 1.25 2x(BM.Tee-Run)=2 13.17 150 15 2403 10.08 8 1.394 2 0.0039 0 15.17 0.1 2403 10.08 1.4 1.25 3x(BM.Tee-Run)=3 12.21 150 15.1 2399 10.08 9.3 1.394 3 0.0052 0 15.21 0.1 2399 15.1 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwi.dwg Date 1/7/2020 Copyright© 2002-2012 TYCO Fire Protection Products Page 9 I I I I [I I I I I I I I I I 1 I 1 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (It) (psi) (psi) Path No: 14 2313 10.08 0 1 2x(BM.Tee-Br)=10 33.31 150 15 2403 10.08 1.4 1.101 4x(BM.90)=20 33 0.0005 0 3x(BM.Tee-Run)=3 66.31 0.0 2403 15.1 Path No: 15 0085 10.08 0 1.25 2x(BM.Tee-Run)=2 14.29 150 13.6 0083 10.08 10.7 1.394 2 0.0068 0 16.29 0.1 0083 10.08 -3.9 1 2x(BM.Tee-Br)=10 94.67 150 13.7 0096 10.08 6.9 1.101 19x(BM.Tee-Run)=19 39 00093 0 2x(BM.90)=10 133.67 1.2 0096 15 Path No: 16 0094 10.08 0 1 3x(BM.Tee-Br)=15 46.82 150 14.9 0101 10.83 4.8 1.101 5x(BM.Tee-Run)=5 30 0.0047 -0.3 2x(BM.90)=10 76.82 0.4 0101 15 Path No: 17 0028 10.83 0 1 2x(BM.Tee-Run)=2 24.08 150 9.3 0031 10.83 6.2 1.101 1x(BM.Tee-Br)=5 7 0.0076 0 31.08 0.2 0031 9.5 Path No: 18 2465 10.08 0 1.25 1x(BM.Tee-Run)=1 4.11 150 15.1 0097 10.08 3.4 1.394 1x(BM.Tee-Br)=6 7 0.0008 0 11.11 0 0097 15.1 Path No: 19 2387 10.08 0 1,25 3x(BM.Tee-Run)=3 14.94 150 15 2405 10.08 4.9 1.394 1x(BM.Tee-Br)=6 9 0.0016 0 23.94 0.0 2405 15 Path No: 20 0083 10.08 0 1.25 1x(BM.Tee-Run)=1 8 150 13.7 0081 10.08 3.9 1.394 1x(BM.Tee-Br)=6 7 0.001 0 15 0.0 0081 13.8 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 1 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 8.28 ft/s occurs in the following pipe(s): (0085-0016) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. I I I I I I I I I I I I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwiwww.dwg I Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 11 I I I I Job: CARLSBAD SENIOR HOUSING Pressure vs. Flow Function Design Area: 1; Supply Ref.: 1; Supply Name:1 Flow, gpm Pressure Loss Function Design Area: 1; BFP Ref.: 3781 (WiLKINS 375DA, Size = 8); Inlet Node: BF-I; Outlet Node: BF-O a. Flow, gpm File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/712020 Copyright 0 2002-2012 TYCO Fire Protection Products I Device Graphs I I I I 1 I I I I I I I I I I I I Page 12 I Job: CARLSBAD SENIOR HOUSING I Pressure Loss Function Design Area: 1; Valve Ref.: 3778 (GLOBE UMC, Size 2.5); Inlet Node: RI-1; Outlet Node: Ri-O I Flow, gpm I I I Pressure Loss Function Design Area: 1; Valve Ref.: 3780 (CV-IF Check, Size = 6); Inlet Node: CK-l; Outlet Node: CK-O CL I 1.5 ci 1 05 I Flow, gpm 1 I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/712020 Copyright © 2002-2012 Tyco Fire Protection Products Device Graphs Page 13 HYDRAULIC CALCULATIONS for Job Information Project Name: CARLSBAD SENIOR HOUSING Contract No. : C7572 City: CARLSBAD, CA 92008 Project Location: 5592 EL CAMINO REAL Date: 1/7/2020 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE.STE; 101 City: SANTEE, CA. 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 2 Remote Area Location LIFE GUIDANCE CORRIDOR Occupancy Classification NFPA13 Density (gpm/ft2) 0.1 Area of Application (ft2) 1024 Coverage per Sprinkler (ft2) 256 Number of Calculated Sprinklers 4 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 202.8 Required Pressure at Source (psi) 60.8 Type of System Wet Volume - Entire System (gal) 2230 gal Water Supply Information Date 11/25/2019 Location EL CAM INO REAL NORTH OF COUGAR DRIVE Source 1 Notes File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright 2002-2012 TYCO Fire Protection Products Page 1 Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 2 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (Ibs/ft2) Water Supply Parameters Supply 1: 1 Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 106 3800 86 I Residual Static Pressure I Flow I Available I I Total Demand i Required Pressure Node at Source I I (psi) I Pressure (gpm) Pressure I I (gpm) (psi) (psi) (psi) 1 106 86 3800 105.9 202.8 60.8 Hoses Inside Hose Flow/ Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 ------------------------------------------------------------------------------------ Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 102.8 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 102.8 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 34.9 BOR -Flow (gpm) 102.8 Demand w/o System Pump(s) N/A File: Z:\ENGINEERING\3A.Project Fles\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwww'www.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 - - m - - - - - - - - - - m m = - - - Job: CARLSBAD SENIOR HOUSING File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR Date 1/7/2020 HOUSING-building newwwwwwwww.dwg Page 3 Copyright 2002-2012 Tyco Fire Protection Products Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 - Static 0 106 S2 Supply point #2 - Residual 3800 86 Dl Elevation Pressure 0 5.2 D2 System Demand 202.8 60.8 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin I Pressure (psi) I Flow (gpm) I Pressure (psi) I © Flow (gpm) Supply 105.8 279.4 45.1 202.8 Open Heads Required ___________ Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/p5i½) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 201 Overhead 256 4.9 0.1 25.6 27.3 0.101 25.9 27.9 Sprinkler 202 Overhead 256 4.9 0.1 25.6 27.3 0.1 25.7 27.4 Sprinkler 203 Overhead 256 4.9 0.1 25.6 27.3 0.1 25.6 27.3 Sprinkler 204 Overhead 256 4.9 0.1 25.6 27.3 0.1 25.7 27.5 Sprinkler File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR - HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 4 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 203 9 4.9 25.6 1 1x(BM.Tee-Br)=5 5.42 150 27.3 2267 10.25 25.6 1.101 2x(BM.90)=10 15 0.107 -0.5 20.42 2.2 2267 10.25 -8.9 1.25 3x(BM.Tee-Run)=3 14.38 150 28.9 0004 10.25 16,7 1.394 3 0.0154 0 17.38 0.3 0004 10.25 25.7 1.25 2x(BM.Tee-Run)=2 22.79 150 29.2 0081 10.08 42.4 1.394 2x(BM.90)=12 14 0.0865 0.1 36.79 3.2 0081 10.08 -14.1 1.25 2x(BM.Tee-Run)=2 8 150 32.5 0083 10.08 28.3 1.394 2 0.0409 0 10 0.4 0083 10.08 -12.7 1.25 2x(BM.Tee-Run)=2 14.29 150 32.9 0085 10.08 15.6 1.394 2 0.0136 0 16.29 0.2 0085 10.08 8.2 1.25 7x(BM.Tee-Run)=7 99.69 150 33.1 0094 10.08 23.8 1.394 2x(BM.90)=12 19 0.0296 0 118.69 3.5 0094 10.08 -8.5 1.25 2x(BM.Tee-Run)=2 11.52 150 36.6 0096 10.08 15.3 1.394 2 0.0131 0 13.52 0.2 0096 10.08 12.7 1.25 1x(BM.Tee-Br)=6 5.06 150 36.8 0097 10.08 28 1.394 6 0.0401 0 11.06 0.4 0097 10.08 7.8 2 2x(BM.Tee-Run)=2 18.92 150 37.2 0101 10.83 35.8 2.003 lx(BM.Tee-Br)=10 22 0.0108 -0.3 lx(BM.90)=10 40.92 0.4 0101 10.83 8.5 2 2x(BM.Tee-Run)=2 9.94 150 37.3 TO 10.83 44.3 2.003 ix(coupling)=1.3 3.3 0.016 0 13.23 0.2 TO 10.83 0 2.5 lx(us.90)=9.36 1.25 120 37.6 0119 10.08 44.3 2.705 9.36 0.0056 0.3 10.61 0.1 0119 10.08 58.6 2.5 ix(coupling)=1.56 5.42 120 37.9 Ri-O 4.67 102.8 2.705 1.56 0.0267 2.3 6.98 0.2 R1-O 4.67 0 2.5 0.67 0 40.5 GLOBE UMC Ri-I 4 102.8 0 0 1.3877 0.3 *** 0.67 0.9 Ri-I 4 0 2.5 ix(us.90)=9.36 1 120 41.7 Bi 3 102.8 2.705 9.36 0.0267 0.4 10.36 0.3 Bi 3 0 4 ix(coupling)=1.39 341.83 120 42.4 BOR 24 102.8 4.31 17x(us.90)=236.93 238.32 0.0028 -9.1 580.15 1.6 BOR 24 0 6 ix(coupling)=1.73 10 140 34.9 SW 20 102.8 6.4 ix(us.90)=24.19 25.92 0.0003 1.7 35.92 0.0 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD' SENIOR HOUSING-building newwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 5 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiV2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I SW 20 0 6 lx(coupling)=1.53 19.05 150 36.6 D14 20 102.8 6.08 2x(us.45)=21.4 22.92 0.0003 0 41.98 0.0 D14 20 0 6 ix(coupling)=1.73 1.04 140 36.7 CK-0 20 102.8 6.4 1.73 0.0003 0 2.77 0 CK-O 20 0 6 0.96 0 36.7 CV-1F Check CK-I 20 102.8 0 0 0.0877 0 0.96 0.1 CK-I 20 0 6 lx(coupling)=1.73 2 140 36.7 D13 20 102.8 6.4 1.73 0.0003 0 3.73 0 D13 20 0 6 lx(us.Tee-Br)=45.85 30.25 150 36.7 2 20 102.8 6.08 2x(us,45)=21.4 67.24 0.0003 0 97.5 0.0 2 20 0 8 lx(coupling)=2.86 642.7 150 36.8 D12 -3 102.8 7.98 2x(us.90)=51.44 136.46 0.0001 10 lx(elbow.22.5)=6.43 779.15 0.1 2x(us.45)=25.72 lx(us.Tee-Br) = 50.01 D12 -3 0 8 lx(coupling)=3.52 6.08 140 46.8 BF-0 2 102.8 8.55 2x(us.90)=63.4 66.92 0.0001 -2.2 73.01 0 BF-0 2 0 8 2.5 0 44.7 WILKINS BF-I 2 102.8 0 0 5.6038 0 375DA 2.5 14 *** BF-I 2 0 8 lx(coupling)=3.52 8.58 140 58.7 Dli -3 102.8 8.55 2x(us.90)=63.4 66.92 0.0001 2.2 75.51 0 Dli -3 0 8 lx(us.Tee-Br)=50.01 17.67 150 60.8 1A -3 102.8 7.98 50.01 0.0001 0 67.68 0 1A -3 100 8 1 150 60.8 1 -3 202.8 7.98 0 0.0003 0 0 1 60.8 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 6 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 2 202 9 4.9 25.7 1 lx(BM.Tee-Br)=5 5.58 150 27.4 2264 10.08 25.7 1.101 2x(BM.90)=10 15 0.1074 -0.5 20.58 2.2 2264 10.08 8.9 1.25 1x(BM.Tee-Run)=1 4.83 150 29.1 0070 10.08 34.5 1.394 1 0.059 0 5.83 1 0.3 0070 10.08 -15.4 1.25 1x(BM.Tee-Run)=1 8 150 29.5 0069 10.08 19.1 1.394 1 0.0197 0 9 0.2 0069 10.08 -7.3 1 2x(BM.Tee-Br)=10 90.49 150 29.7 2325 10.08 11.8 1.101 17x(BM.Tee-Run)=17 37 0.0254 0 2x(BM.90)=10 127.49 3,2 2325 10.08 25 1.25 2x(BM.Tee-Run)=2 12.18 150 32.9 2321 10.08 36.8 1.394 2x(BM.90)=12 14 0.0665 0 26.18 1.7 2321 10.08 15.4 1.25 2x(BM.Tee-Run)=2 3.08 150 34.6 2319 10.08 52.2 1.394 2 0.1272 0 5.08 0.6 2319 10.08 -20.7 1.25 2x(BM.Tee-Run)=2 16.29 150 35.3 2317 10.08 31.6 1.394 2 0.0501 0 18.29 0.9 2317 10.08 -5.9 1.25 4x(BM.Tee-Run)=4 13.17 150 36.2 2313 10.08 25.7 1.394 4 0.0341 0 17.17 0.6 2313 10.08 -2.5 1.25 1x(BM.Tee-Run)=1 9 150 36.8 2311 10.08 23.1 1.394 lx(BM.Tee-Br)=6 7 0.0281 0 161 0.5 2311 10.08 6.3 2 1x(BM.Tee-Run)=1 22.46 150 37.2 2307 10.08 29.5 2.003 3x(BM.Tee-Br)=30 31 0.0075 0 53.46 0.4 2307 10.08 29.1 2 lx(coupling)=1.3 3.01 150 37.6 Ti 10.08 58.6 2.003 1.3 0.0269 0 4.3 0.1 Ti 10.08 0 2.5 lx(us.Tee-Br)=18.72 0.5 120 37.8 0119 10.08 58.6 2.705 18.72 0.0094 0 19.22 0.2 ~0119 37.9 Path No: 3 204 9 4.9 25.7 1 1x(BM.Tee-Br)=5 5.42 150 27.5 0004 10.25 25.7 1.101 2x(BM.90)=10 15 0.108 -0.5 20.42 2.2 0004 29.2 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSlNG\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 7 I I I I 1 I I I I I I I I I I I I 1 1 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psit/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 201 9 4.9 25.9 1 lx(BM.Tee-Br)=5 5.58 150 27.9 2263 10.08 25.9 1.101 2x(BM.90)=10 15 0.1092 -0.5 20.58 2.2 2263 10.08 7.3 1.25 1x(BM.Tee-Run)=1 8.33 150 29.7 0066 10.08 33.2 1.394 lx(BM.90)=6 7 0.0549 0 15.33 1 0.8 0066 10.08 -14.1 1.25 6x(BM.Tee-Run)=6 88.66 150 30.5 0059 10.08 19.1 1.394 1x(BM.Tee-Br)=6 12 0.0197 0 100.66 2 0059 10.08 5.9 1.25 2x(BM.Tee-Run)=2 10.17 150 32.5 2325 10.08 25 1.394 2 0.0326 0 12.17 0.4 2325 32.9 Path No: 5 GPM1 -3 100 8 1 150 60.8 1A -3 100 7.98 0 0.0001 0 1 0 1A 60.8 Path No: 6 2267 10.25 0 1.25 1x(BM.Tee-Run)=1 15.17 150 28.9 2264 10.08 8.9 1.394 2x(BM.90)=12 13 0.0048 0.1 28.17 0.1 2264 29.1 Path No: 7 0081 10.08 0 1 2x(BM.Tee-Br)=10 95.83 150 32.5 2465 10.08 14.1 1.101 7x(BM.Tee-Run)=7 37 0.0355 0 4x(BM.90)=20 132.83 4.7 2465 10.08 -6.3 1.25 1x(BM.Tee-Run)=1 4.11 150 37.2 0097 10.08 7.8 1.394 1x(BM.Tee-Br)=6 7 0.0038 0 11.11 0.0 0097 37.2 Path No: 8 0083 10.08 0 1 2x(BM.Tee-Br)=10 94.67 150 32.9 0096 10.08 12.7 1.101 19x(BM.Tee-Run)=19 39 0.0293 0 2x(BM.90)=10 133.67 3.9 0096 36.8 Path No: 9 0094 10.08 0 1 3x(BM.Tee-Br)=15 46.82 150 36.6 0101 10.83 8.5 1.101 5x(BM.Tee-Run)=5 30 0.0138 -0.3 2x(BM.90)=10 76.82 1.1 0101 37.3 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 copyright 0 2002-2012 Tyco Fire Protection Products Page 8 r~ Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 10 0070 10,08 0 1 2x(BM.Tee-Br)=10 94.67 150 29.5 2321 10.08 15.4 1.101 8x(BM.Tee-Run)=8 28 0.042 0 2x(BM.90)=10 122.67 5.2 2321 34.6 Path No: 11 0069 10.08 0 1.25 1x(BM.Tee-Run)=1 2.17 150 29.7 2263 10.08 7.3 1.394 1 0.0033 0 3.17 0.0 2263 29.7 Path No: 12 2319 10.08 0 1.25 4x(BM.Tee-Run)=4 33.17 150 35.3 2387 10.08 20,7 1.394 2x(BM.Tee-Br)=12 22 0.0228 0 1x(BM.90)=6 55,17 1.3 2387 10.08 -9.8 1.25 1x(BM.Tee-Br)=6 52.9 150 36.5 2399 10.08 10.9 1.394 5x(BM.90)=30 36 0,007 0 88.9 0.6 2399 10.08 18.2 1.25 lx(BM.90)=6 1.08 150 37.2 2400 10.08 29.1 1.394 6 0.043 0 7.08 0.3 2400 10.08 0 2 1x(BM.Tee-Br)=10 13.65 150 37.5 2307 10.08 29.1 2.003 10 0.0074 0 23.651 1 0.2 2307 37.6 Path No: 13 2317 10.08 0 1 2x(BM.Tee-Br)=10 33.31 150 36.2 2405 10.08 5.9 1.101 4x(BM.90)=20 34 0.0071 0 4x(BM.Tee-Run)=4 67.31 0.5 2405 10.08 9.8 1.25 2x(BM.Tee-Ruri)=2 13.17 150 36.7 2403 10.08 15.7 1.394 2 0.0137 0 15.17 0.2 2403 10.08 2.5 1.25 3x(BM.Tee-Run)=3 12.21 150 36.9 2399 10.08 18.2 1.394 3 0.0181 0 15.21 0.3 2399 37.2 Path No: 14 2313 10.08 0 1 2x(BM.Tee-Br)=10 33.31 150 36.8 2403 10.08 2.5 1.101 4x(BM.90)=20 33 0.0015 0 3x(BM.Tee-Run)=3 66.31 0.1 2403 36.9 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 9 E I I [1 I I I I I I I I I I I 1 I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) Wpm) (in) (ft) (It) (psi) (psi) Path No: 15 0066 10.08 0 1 2x(BM.Tee-Run)=2 16.92 150 30.5 2588 10.83 14.1 1.101 2x(BM.Tee-Br)=10 17 0.0355 -0.3 lx(BM.90)=5 33.92 1.2 2588 10.83 -4.8 1 5x(BM.Tee-Run)=5 17.49 150 31.4 2595 10.83 9.3 1.101 2x(BM.90)=10 15 0.0164 0 32.49 0.5 2595 10.83 -4.2 1 2x(BM.Tee-Run)=2 8 150 31.9 0031 10.83 5.1 1.101 2 0.0054 0 10 0.1 0031 10.83 -1.1 1 12x(BM.Tee-Run)=12 121.21 150 32 0016 10.08 3.9 1.101 2x(BM.Tee-Br)=10 27 0.0034 0.3 lx(BM.90)=5 148.21 0016 10.08 4.2 1 1x(BM.Tee-Run)=1 16.17 150 32.8 0085 10.08 8.2 1.101 1x(BM.Tee-Br)=5 6 0.0129 0 22.17 0,3 0085 33.1 Path No: 16 2465 10.08 0 1.25 2x(BM.Tee-Run)=2 14.12 150 37.2 2311 10.08 6.3 1.394 lx(BM.Tee-Br)=6 8 0.0025 0 22.12 0.1 2311 37.2 Path No: 17 2387 10.08 0 1.25 3x(BM.Tee-Run)=3 14.94 150 36.5 2405 10.08 9.8 1.394 lx(BM.Tee-Br)=6 9 0.0057 0 23.94 0.1 2405 36.7 Path No: 18 2588 10.83 0 1 21x(BM.Tee-Run)=21 108.01 150 31.4 0049 10.83 4.8 1.101 lx(BM.Tee-Br)=5 26 0.0048 0 134.01 0.6 0049 10.83 1.1 1.25 5x(BM.Tee-Run)=5 36.26 150 32 0059 10.08 5.9 1.394 2x(BM.Tee-Br)=12 23 0.0023 0.3 lx(BM.90)=6 59.261 0.1 0059 32.5 Path No: 19 2595 10.83 0 1 2x(BM.Tee-Br)=10 113.21 150 31.9 0016 10.08 4.2 1.101 17x(BM.Tee-Run)=17 32 0.0038 0.3 lx(BM.90)=5 145.21 0.6 0016 32.8 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 20 0031 10.83 0 1 13x(BM.Tee-Run)=13 147.83 150 32 0047 10.83 1.1 1.101 lx(BM.Tee-Br)=5 28 0.0003 0 2x(BM.90)=10 175.83 0.1 0047 10.83 0 1.25 2x(BM.Tee-Run)=2 8 150 32 0049 10.83 1.1 1.394 2 0.0001 0 101 1 0 0049 32 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 10.98 ft/s occurs in the following pipe(s): (2319-2321) " Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. I I I I I I 1 I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg I Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 11 I I I I I I I I I I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Job: CARLSBAD SENIOR HOUSING Pressure vs. Flow Function Design Area: 2; Supply Ref.: 1; Supply Name:1 95 go- 75 70 65 60 so 45. Flow, gpm Pressure Loss Function Design Area: 2; BFP Ref.: 3781 (WiLKINS 3750A, Size = 8); Inlet Node: BF-l; Outlet Node: BF-0 o ...4............................................:.-.--.. ...................... 14 p @ 1028 gpm 5-1 4 ................................. ................................................................................ Flow, gpm I Device Graphs I I I I 1 I I I 1 I I I I I I I I Page 12 Job: CARLSBAD SENIOR HOUSING I Pressure Loss Function Design Area: 2; Valve Ref.: 3778 (GLOBE UMC, Size = 2.5); Inlet Node: RI-I; Outlet Node: R1-O Q. I Flow, gprn I I I Pressure Loss Function Design Area: 2; Valve Ref.: 3780 (CV-IF Check, Size = 6); Inlet Node: CK-l; Outlet Node: CK-O 1 .....I. a C, 1 05 I Flow, gpm I 1 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newvwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Device Graphs Page 13 I HYDRAULIC CALCULATIONS I for Job Information I Project Name: CARLSBAD SENIOR HOUSING Contract No. : C7572 City: CARLSBAD, CA 92008 I Project Location: 5592 EL CAMINO REAL Date: 1/7/2020 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION I Address: 8779 COTTONWOOD AVE.STE; 101 City: SANTEE, CA. 92071 I Phone Number: (619) 593-8200 of E-mail: DERIK@IFPINC.NET Name Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 3 I Remote Area Location LIFE GUIDANCE DINING Occupancy Classification NFPA13 I Density (gpmlft2) 0.1 Area of Application (ft2) 3150 I Coverage per Sprinkler (ft') 225 Number of Calculated Sprinklers 14 I In-Rack Demand (gpm) Special Heads 0 Hose Streams (gpm) 100 I Total Water Required (incl. Hose Streams) (gpm) 445.3 Required Pressure at Source (psi) 95.4 I Type of System Wet Volume - Entire System (gal) 2230.3 gal Water Supply Information Date 11/25/2019 I Location EL CAM INO REAL NORTH OF COUGAR DRIVE Source 1 Notes Lii File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwNvwww.dwg Date 1/7/2020 Copyright© 2002-2012 TYCO Fire Protection Products Page 1 Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 3 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: 1 Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 106 3800 86 I Residual Static Pressure I I I Flow I Available I I I Total Demand I Required Pressure Node atSource I Pressure I I Pressure I (psi) (psi) (gpm) (psi) I (gpm) i I (psi) 1 106 86 3800 105.6 445.3 95.4 Hoses Inside Hose Flow/ Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 345.3 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 345.3 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 68 BOR -Flow (gpm) 345.3 Demand w/o System Pump(s) N/A File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 2 - - = - - - - - - - - - - - - - - - - Job: CARLSBAD SENIOR HOUSING File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR Date 1/7/2020 HOUSING-building newwwwwwwww.dwg Page 3 Copyright© 2002-2012 Tyco Fire Protection Products Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) 51 Supply point #1 -Static 0 106 S2 Supply point #2 - Residual 3800 86 Dl Elevation Pressure 0 5.6 D2 System Demand 445.3 95.4 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin Pressure (psi) I Flow (gpm) I Pressure (psi) I © Flow (gpm) Supply 105.6 471.8 10.2 445.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/ps11/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 301 Overhead 225 5.6 0.1 22.5 16.1 0.114 25.6 20.8 Sprinkler 302 Overhead 225 5.6 0.1 22.5 16.1 0.114 25.6 20.8 Sprinkler 303 Overhead 225 5.6 0.1 22.5 16.1 0.119 26.7 22.7 Sprinkler 304 Overhead 225 5.6 0.1 22.5 16.1 0.11 24.8 19.6 Sprinkler 305 Overhead 225 5.6 0.1 22.5 16.1 0.102 23 16.9 Sprinkler 306 Overhead 225 5.6 0.1 22.5 16.1 0.1 22.5 16.1 Sprinkler 307 Overhead Sprinkler 225 5.6 0.1 22.5 16.1 0.107 24.2 18.7 308 Overhead 225 5.6 0.1 22.5 16,1 0.104 23.4 17.5 Sprinkler 309 Overhead Sprinkler 225 5.6 0.1 22.5 16.1 0.103 23.2 17.2 310 Overhead 225 . 5.6 0.1 22.5 16.1 0.103 23.3 17.3 Sprinkler 311 Overhead Sprinkler 225 5.6 0.1 22.5 16.1 0.116 26 21.6 312 Overhead Sprinkler 225 5.6 0.1 22.5 16.1 0.114 25.6 20.9 313 Overhead Sprinkler 225 5.6 0.1 22.5 16.1 0.114 25.6 20.9 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR - HOUSING-building newwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 4 I 314 Overhead 225 5.6 0.1 22.5 16.1 0.115 26 21.5 I Sprinkler I I LI I I I H I I I I I n L I I I File: Z:\ENGINEERING\3A.Project FiIes\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 5 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 306 10 5.6 22.5 1 1x(BM.Tee-Ruri)=1 4.42 150 16.1 2635 10.83 22.5 1.101 2x(BM.90)=10 11 0.0843 -0.4 15.42 1.3 2635 10.83 23 1 1x(BM.Tee-Br)=5 1.48 150 17.1 0018 10.08 45.5 1.101 lx(BM.90)=5 10 0.3111 0.3 11.48 3.6 0018 10.08 -2.4 1.25 1x(BM.Tee-Run)=1 5.18 150 21 0019 10.08 43.1 1.394 1 0.089 0 6.18 0.5 0019 10.08 24.8 1.25 2x(BM,Tee-Br)=12 14.85 150 21.5 2319 10.08 67.9 1.394 lx(BM.90)=6 18 0.2065 0 32.85 6.8 2319 10.08 -13.5 1.25 2x(BM.Tee-Run)=2 3.08 150 28.3 2321 10.08 54.4 1.394 2 0.1369 0 5.08 0.7 2321 10.08 -14.4 1.25 2x(BM.Tee-Run)=2 12.18 150 29 2325 10.08 40 1.394 2x(BM.90)=12 14 0.0775 0 26.18 2 2325 10.08 -9.8 1.25 1x(BM.Tee-Run)=1 10.17 150 31 0059 10.08 30.2 1.394 1x(BM.Tee-Br)=6 7 0.0461 0 17.17 0.8 0059 10.08 -14 1.25 7x(BM.Tee-Run)=7 88.66 150 31.8 0066 10.08 16.2 1.394 7 0.0146 0 95.66 1.4 0066 10.08 -6.5 1.25 2x(BM.Tee-Run)=2 10.49 150 33.2 0069 10.08 9.8 1.394 lx(BM.90)=6 8 0.0057 0 18.49 0.1 0069 10.08 9.8 1.25 1x(BM.Tee-Run)=1 8 150 33.3 0070 10.08 19.6 1.394 1 0.0206 0 9 0.2 0070 10.08 14.4 1.25 7x(BM.Tee-Run)=7 57.17 150 33.5 0081 10.08 33.9 1.394 4x(BM.90)=24 31 0.0572 0 88.17 5 0081 10.08 -12.4 1.25 2x(BM.Tee-Run)=2 8 150 38.6 0083 10.08 21.6 1.394 2 0.0247 0 10 0.2 0083 10.08 -7.3 1 2x(BM.Tee-Br)=10 94.67 150 38.8 0096 10.08 14.3 1.101 19x(BM.Tee-Run)=19 39 0.0363 0 2x(BM.90)=10 133.67 4.9 0096 10.08 13.2 1.25 1x(BM.Tee-Br)=6 5.06 150 43.7 0097 10.08 27.5 1.394 6 0.0387 0 11.06 0.4 0097 10.08 59.9 2 2x(BM.Tee-Run)=2 18.92 150 44.1 0101 10.83 87.4 2.003 lx(BM.Tee-Br)=10 22 0.0564 -0.3 lx(BM.90)=10 40.92 2.3 0101 10.83 14.5 2 2x(BM.Tee-Run)=2 9.94 150 46.1 TO 10.83 101.9 2.003 lx(coupling)=1.3 3.3 0.075 0 13.23 1 File: Z:\ENGINEERING\3A.Project Fiies\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR - HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 6 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I TO 10.83 0 2.5 lx(us.90)=9.36 1.25 120 47.1 0119 10.08 101.9 2.705 9.36 0.0262 0.3 10.61 0.3 0119 10.08 243.4 2.5 lx(coupling)=1.56 5.42 120 47.7 Ri-O 4.67 345.3 2.705 1.56 0.2516 2.3 6.98 1.8 Ri-O 4.67 0 2.5 0.67 0 51.8 GLOBE UMC Ri-I 4 345.3 0 0 10.3916 0.3 *** 0.67 6.9 Ri-I 4 0 2.5 ix(us.90)=9.36 1 120 59 Bi 3 345.3 2.705 9.36 0.2516 0.4 10.36 2.6 Bi 3 0 4 ix(coupling)=1.39 341.83 120 62 BOR 24 345.3 4.31 17x(us.90)=236.93 238.32 0.026 -9.1 580.15 15.1 BOR 24 0 6 lx(coupling)=1.73 10 140 68 SW 20 345,3 6.4 ix(us.90)=24.19 25.92 0.0029 1.7 35.92 0.1 SW 20 0 6 lx(coupling)=1.53 19.05 150 69.9 D14 20 345.3 6.08 2x(us.45)=21.4 22.92 0.0032 0 41.98 0.1 D14 20 0 6 lx(coupling)=1.73 1.04 140 70 CK-0 20 345.3 6.4 1.73 0.0029 0 2.771 0 CK-O 20 0 6 0.96 0 70 CV-1F Check CK-I 20 345.3 0 0 0.3318 0 *** 0.96 0.3 CK-I 20 0 6 lx(coupling)=1.73 2 140 70.3 D13 20 345.3 6.4 1.73 0.0029 0 3.73 0.0 D13 20 0 6 lx(us.Tee-Br)=45.85 30.25 150 70.3 2 20 345.3 6.08 2x(us.45)=21.4 67.24 0.0032 0 97.5 0.3 2 20 0 8 ix(coupling)=2.86 642.7 150 70.6 D12 -3 345.3 7.98 2x(us.90)=51.44 136.46 0.0009 10 lx(elbow.22.5)=6.43 779.15 0.7 2x(us.45)= 25.72 ix(us.Tee-Br)= 50.01 D12 -3 0 8 ix(coupling)=3.52 6.08 140 81.3 BF-0 2 345.3 8.55 2x(us.90)=63.4 66.92 0.0007 -2.2 73.01 0.1 BF-0 2 0 8 2.5 0 79.2 WILKINS BF-I 2 345.3 0 0 5.6005 0 375DA 2.5 14 ** BF-I 2 0 8 lx(coupling)=3.52 8.58 140 93.2 Dli -3 345.3 8.55 2x(us.90)=63.4 66.92 0.0007 2.2 75.51 0.1 Dli -3 0 8 lx(us.Tee-Br)=50.01 17.67 150 95.4 1A -3 345.3 7.98 50.01 0.0009 0 67.68 0.1 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 7 I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 1A -3 100 8 1 150 95.4 1 -3 445.3 7.98 0 0.0014 0 1 0 1 95.4 Path No: 2 305 10 5.6 23 1 ix(BM.Tee-Br)=5 0.83 150 16.9 2635 10.83 23 1.101 5 0.0881 -0.4 5.83 0.5 2635 17.1 Path No: 3 309 10 5.6 23.2 1 1x(BM.Tee-Br)=5 0.83 150 17.2 0045 10.83 23.2 1.101 5 0.0893 -0.4 5.83 0.5 0045 10.83 -8.2 1 1x(BM.Tee-Run)=1 6.51 150 17.3 0044 10.83 15 1.101 1 0.0397 0 7.51 0.3 0044 10.83 23.4 1 ix(BM,Tee-Run)=i 9.12 150 17.6 0041 10.08 38.4 1.101 2x(BM.90)=10 ii 0.2268 0.3 20.12 4.6 0041 10.08 26 1 1x(BM.Tee-Br)=5 5.12 150 22.5 2317 10.08 64.4 1.101 5 0.5903 0 10.12 6 2317 10.08 13.5 1.25 4x(BM.Tee-Run)=4 13.17 150 28.5 2313 10.08 77.9 1.394 4 0.2663 0 17.17 4.6 2313 10.08 50.2 1.25 2x(BM.Tee-Run)=2 9 150 33.1 2311 10.08 128.1 1.394 2 0.6693 0 ii 7.4 2311 10.08 -47.5 2 ix(BM.Tee-Run)=i 22.46 150 40.4 2307 10.08 80.6 2.003 4x(BM.Tee-Br)=40 41 0.0485 0 63.46 3.1 2307 10.08 162.9 2 ix(coupling)=1.3 3.01 150 43.5 Ti 10.08 243.4 2.003 1.3 0.3762 0 4.3 1.6 Ti 10.08 0 2.5 lx(us.Tee-Br)=18.72 0.5 120 45.1 0119 10.08 243.4 2.705 18.72 0.1317 0 19.22 2.5 0119 47.7 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building neww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 I I I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 310 10 5.6 23.3 1 lx(BM.Tee-Br)=5 0.83 150 17.3 0046 10.83 23.3 1.101 5 0.0897 -0.4 5.83 0.5 0046 10.83 8.2 1 lx(BM.Tee-Br)=5 6.07 150 17.4 2405 10.08 31.5 1.101 2x(BM.90)=10 15 0.1571 0.3 21.07 3.3 2405 10.08 27.1 1.25 1x(BM.Tee-Run)=1 11.17 150 21.1 0013 10.08 58.6 1.394 1 0.1571 0 12.17 1.9 0013 10.08 26.7 1.25 1x(BM.Tee-Run)=1 2 150 23 2403 10.08 85.3 1.394 1 0.315 0 31 0.9 2403 10.08 26.9 1.25 3x(BM.Tee-Run)=3 12.21 150 23.9 2399 10.08 112.2 1.394 3 0.5237 0 15.21 8 2399 10.08 50.7 1.25 lx(BM.90)=6 1.08 150 31.9 2400 10.08 162.9 1.394 6 1.0443 0 7.08 7.4 2400 10.08 0 2 lx(BM.Tee-Br)=10 13.65 150 39.3 2307 10.08 162.9 2.003 10 0.1787 0 23.65 4.2 2307 43.5 Path No: 5 308 10 5.6 23.4 1 lx(BM.Tee-Br)=5 0.83 150 17.5 0044 10.83 23.4 1.101 5 0.0907 -0.4 5.83 0.5 0044 17.6 Path No: 6 307 10 5.6 24.2 1 lx(BM.Tee-Br)=5 4.56 150 18.7 0017 10.08 24.2 1.101 3x(BM.90)=15 20 0.0963 0.0 24.56 2.4 0017 10.08 2.4 1.25 1x(BM.Tee-Run)=1 5.31 150 21 2387 10.08 26.6 1.394 1 0.0365 0 6.311 10.2 2387 10.08 24 1.25 lx(BM.Tee-Br)=6 52.9 150 21.2 2399 10.08 50.7 1.394 5x(BM.90)=30 36 0.1201 0 88.9 10.7 2399 31.9 Path No: 7 304 10 5.6 24.8 1 lx(BM.Tee-Br)=5 4.56 150 19.6 0019 10.08 24.8 1.101 2x(BM.90)=10 15 0.1008 0.0 19.56 2 0019 21.5 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 9 Job CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 301 9 5.6 25.6 1 1x(BM.Tee-Br)=5 1.08 150 20.8 0015 10.08 25.6 1.101 5 0.1067 -0.5 6.08 0.6 0015 10.08 -1.5 1.25 1x(BM.Tee-Br)=6 0.73 150 21 2387 10.08 24 1.394 6 0.0302 0 6.73 0.2 2387 21.2 Path No: 9 302 9 5.6 25.6 1 lx(BM.Tee-Br)=5 1.08 150 20.8 0014 10.08 25.6 1.101 5 0.1067 -0.5 6.08 0,6 0014 10.08 1.5 1.25 1x(BM.Tee-Run)=1 0.61 150 21 2405 10.08 27.1 1.394 1 0.0376 0 1.611 1 0.1 2405 21.1 Path No: 10 312 10 5.6 25.6 1 1x(BM.Tee-Br)=5 0.83 150 20.9 2655 10.83 25.6 1.101 5 0.1069 -0.4 5.83 0.6 2655 10.83 -1.4 1 1x(BM.Tee-Run)=1 6.51 150 21.1 0001 10.83 24.2 1.101 1 0.0966 0 7.51 0.7 0001 10.83 26 1 1x(BM.Tee-Br)=5 14.24 150 21.8 2313 10.08 50.2 1.101 2x(BM.90)=10 15 0.3728 0.3 29.24 10.9 2313 33.1 Path No: 11 313 10 5.6 25.6 1 1x(BM.Tee-Br)=5 0.83 150 20.9 2654 10.83 25.6 1.101 5 0.1069 -0.4 5.83 0.6 2654 10.83 1.4 1 1x(BM.Tee-Br)=5 6.07 150 21.1 2403 10.08 26.9 1.101 2x(BM.90)=10 15 0.1176 0.3 21.071 2.5 2403 23.9 Path No: 12 314 9 5.6 26 1 1x(BM.Tee-Br)=5 3.58 150 21.5 0041 10.08 26 1.101 lx(BM.90)=5 10 0.1099 -0.5 13.58 1.5 0041 22.5 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/712020 Copyright© 2002-2012 Tyco Fire Protection Products Page 10 I I I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psit/2) (gpm) (in) (if) (ft) (psi) (psi) Path No: 13 311 10 5.6 26 1 1x(BM.Tee-Br)=5 0.83 150 21.6 0001 10.83 26 1.101 5 0.1102 -0.4 5.83 0.6 0001 21.8 Path No: 14 303 9 5,6 26.7 1 1x(BM.Tee-Br)=5 1.08 150 22.7 0013 10.08 26.7 1.101 5 0.1158 -0.5 6.08 0.7 0013 23 Path No: 15 GPM1 -3 100 8 1 150 95.4 1A -3 100 7.98 0 0.0001 0 1 0 1A 95.4 Path No: 16 0018 10.08 01 1.25 1x(BM.Tee-Run)=1 7.84 150 21 0017 10.08 2.4 1.394 1 0.0004 0 8.84 0 0017 21 Path No: 17 2319 10.08 0 1.25 2x(BM.Tee-Run)=2 16.29 150 28.3 2317 10.08 13.5 1.394 2 0.0104 0 18.29 0.2 2317 28.5 Path No: 18 2321 10.08 0 1 2x(BM.Tee-Br)=10 94.67 150 29 0070 10.08 14.4 1.101 8x(BM.Tee-Run)=8 28 0.0368 0 2x(BM.90)=10 122.67 4.5 0070 33.5 Path No: 19 2325 10.08 0 1 2x(BM.Tee-Br)=10 90.49 150 31 0069 10.08 9.8 1.101 17x(BM.Tee-Run)=17 37 0.018 0 2x(BM.90)=10 127.49 2.3 0069 33.3 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSlNG\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 11 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/ps11/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 20 0059 10.08 0 1.25 6x(BM.Tee-Run)=6 36.26 150 31.8 0049 10.83 14 1.394 lx(BM.Tee-Br)=6 18 0.011 -0.3 lx(BM.90)=6 54.26 0.6 0049 10.83 -6.3 1.25 1x(BM.Tee-Run)=1 8 150 32.1 0047 10.83 7.7 1.394 lx(BM.Tee-Br)=6 7 0.0036 0 15 0.1 0047 10.83 0 1 lx(BM.Tee-Br)=5 147.83 150 32.2 0031 10.83 7.7 1.101 13x(BM.Tee-Run)=13 28 0.0114 0 2x(BM,90)=10 175.83 2 0031 10.83 2.6 1 12x(BM.Tee-Run)=12 121.21 150 34.2 0016 10.08 10.2 1.101 lx(BM.Tee-Br)=5 22 0.0196 0.3 lx(BM.90)=5 143.21 2.8 0016 10.08 10,2 1 1x(BM.Tee-Run)=1 16.17 150 37.3 0085 10.08 20.4 1.101 lx(BM.Tee-Br)=5 6 0.0705 0 22.17 1.6 0085 10.08 7.3 1.25 7x(BM.Tee-Run)=7 99.69 150 38.9 0094 10.08 27.7 1.394 2x(BM.90)=12 19 0.0393 0 4.7 0094 10.08 -13.2 1 3x(BM.Tee-Br)=15 46.82 150 43.5 0101 10.83 14.5 1.101 5x(BM.Tee-Run)=5 30 0.0374 -0.3 2x(BM.90)=10 76.82 2.9 0101 46.1 Path No: 21 0066 10.08 0 1 2x(BM.Tee-Run)=2 16.92 150 33.2 2588 10.83 6.5 1.101 2x(BM.Tee-Br)=10 17 0.0084 -0.3 lx(BM.90)=5 33.92 0.3 2588 10.83 6.3 1 5x(BM.Tee-Run)=5 17.49 150 33.2 2595 10.83 12.8 1.101 2x(BM.90)=10 15 0.0296 0 32.49 1 2595 10.83 -2.6 1 2x(BM.Tee-Br)=10 113.21 150 34.1 0016 10.08 10.2 1.101 17x(BM.Tee-Run)=17 32 0.0195 0.3 lx(BM.90)=5 145.21 2.8 0016 37.3 Path No: 22 0081 10.08 0 1 2x(BM.Tee-Br)=10 95.83 150 38.6 2465 10.08 12.4 1.101 7x(BM.Tee-Run)=7 37 0.0279 0 4x(BM.90)=20 132.83 3.7 2465 10.08 47.5 1.25 1x(BM.Tee-Run)=1 4.11 150 42.3 0097 10.08 59.9 1.394 lx(BM.Tee-Br)=6 7 0.1639 0 1.8 0097 44.1 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 12 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 23 0083 10.08 0 1.25 2x(BM.Tee-Run)=2 14.29 150 38.8 0085 10.08 7.3 1.394 2 0.0033 0 16.29 0.1 0085 38.9 Path No: 24 0045 10.83 0 1 1x(BM.Tee-Run)=1 6.5 150 17.3 0046 10.83 8.2 1.101 1 0.0131 0 7.5 0.1 0046 17.4 Path No: 25 2311 10.08 0 1.25 3x(BM.Tee-Run)=3 14.12 150 40.4 2465 10.08 47.5 1394 3 0.1067 0 17.12 1.8 2465 42.3 Path No: 26 0015 10.08 0 1.25 1x(BM.Tee-Run)=1 13.6 150 21 0014 10.08 1.5 1.394 1 0.0002 0 14.6 0 0014 21 Path No: 27 2655 10.83 0 1 1x(BM.Tee-Run)=1 6.5 150 21.1 2654 10.83 1.4 1.101 1 0.0005 0 7.5 0 2654 21.1 Path No: 28 0049 10.83 0 1 22x(BM.Tee-Run)=22 108.01 150 32.1 2588 10.83 6.3 1.101 lx(BM.Tee-Br)=5 27 0.008 0 135.01 1.1 2588 33.2 Path No: 29 0094 10.08 0 1.25 2x(BM.Tee-Run)=2 11.52 150 43.5 0096 10.08 13.2 1.394 2 0.01 0 13.52 0.1 0096 43.7 Path No: 30 2595 10.83 0 1 1x(BM.Tee-Run)=1 8 150 34.1 0031 10.83 2.6 1.101 1x(BM.Tee-Br)=5 6 0.0015 0 14 0.0 0031 34.2 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi½) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 34.24 ft/s occurs in the following pipe(s): (2400-2399) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSlNG\C7572 CARLSBAD SENIOR - HOUSING-building newwwwvwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 14 I I I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Pressure vs. Flow Function Design Area: 3; Supply Ref.: 1; Supply Name:1 Device Graphs Page 15 a. Flow, gpm Pressure Loss Function Design Area: 3; BFP Ref.: 3781 (WILKINS 375DA, Size = 8); Inlet Node: BFl; Outlet Node: BF-O Flow, gpm File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright©2002-2ol2Tyco Fire Protection Products Flow, gpm Pressure Loss Function )esign Area: 3; Valve Ref.: 3780 (CV-1F Check, Size = 6); Inlet Node: CK-l; Outlet Node: CK-O 0.3 psi@ 345.3 gpm) Flow, gpm I Device Graphs I I I I I I I I I I I I I I I I I Page 16 Job: CARLSBAD SENIOR HOUSING Pressure Loss Function Design Area: 3; Valve Ref.: 3778 (GLOBE UMC, Size = 2.5); Inlet Node: RI-I; Outlet Node: RI-0 I 6.9 psi @345.3 gpm File: Z:\ENGINEERING\3A.Project FiIes\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 11712020 Copyright© 2002-2012 Tyco Fire Protection Products I I I I Notes File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name CARLSBAD SENIOR HOUSING Contract No. : C7572 City: CARLSBAD, CA 92008 Project Location: 5592 EL CAMINO REAL Date: 1/7/2020 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE.STE; 101 City: SANTEE, CA. 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 4 Remote Area Location BUILDING A (ATTIC) Occupancy Classification NFPA13 Density (gpm/ft2) 0.157 Area of Application (ft2) 896 Coverage per Sprinkler (ft2) 160 Number of Calculated Sprinklers 7 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 249.9 Required Pressure at Source (psi) 66.5 Type of System Wet Volume - Entire System (gal) 2345 gal Water Supply Information Date 11/25/2019 Location EL CAMINO REAL NORTH OF COUGAR DRIVE Source 1 I I I I I I [1 I I I I I I I I Flow (gpm) Pressure (psi) 0 106 3800 86 Supply 1: 1 I Job: CARLSBAD SENIOR HOUSING ri Hydraulic Analysis for: 4 I Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2 ) Water Supply Parameters Demand Hazen-Williams Water © 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. ri I Supply Analysis I Residual Static Pressure I Flow I Available I I Total Demand I Required Pressure Node atSource I (psi) I Pressure I (gpm) I ) Pressure I (gpm) I I (psi) (psi) I (psi) I I 1 106 86 3800 105.9 249.9 66.5 Hoses Inside Hose Flow / Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 149.9 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 149.9 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 40.4 BOR -Flow (gpm) 149.9 Demand w/o System Pump(s) N/A I I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR Li HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 TYCO Fire Protection Products Page 2 L 17 I I I I I 1~ - - =: - - - M - - - - - - - - - - - - Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 4 U Supply in System Demand 0 Available At Source 150 - 130 105.9psi249qprn 77. 14 CU) 11 100 go- 84 0 90 10 0 1500 2000 2500 3000 3500 400 Flow, gpm File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR Date 1/7/2020 HOUSING-building newwwwwwwww.dwg Page 3 Copyright © 2002-2012 Tyco Fire Protection Products Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 4 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 -Static 0 106 S2 Supply point #2 - Residual 3800 86 Dl Elevation Pressure 0 12.8 D2 I System Demand 249.9 66.5 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin Pressure (psi) I I Flow (gpm) I Pressure (psi) I © Flow (gpm) Supply 105.8 336.2 39.4 249.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/ps11/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 401 Overhead Sprinkler 128 5.6 0.1 12.8 12.8 0.158 20.3 13.1 402 Overhead Sprinkler 128 5.6 0.1 12.8 12.8 0.157 20.1 12.8 403 Overhead Sprinkler 128 5.6 0.1 12.8 12.8 0.157 20 12.8 404 Overhead Sprinkler 128 5.6 0.1 12.8 12.8 0.157 20.1 12.9 405 Overhead Sprinkler 128 5.6 0.1 12.8 12.8 0.16 20.4 13.3 406 Overhead Sprinkler 128 5.6 0.1 12.8 12.8 0.193 24.7 19.5 407 Overhead Sprinkler 128 5.6 0.1 12.8 12.8 0.19 24.4 18.9 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSlNG\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 4 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 403 26.5 5.6 20 1.25 8 150 12.8 404 26.5 5.6 12.8 1.394 0 0.0094 0 8 0.1 404 26.5 5.6 20.1 1.25 8 150 12.9 405 26.5 5.6 32.9 1.394 0 0.0539 0 8 0.4 405 26.5 5.6 20.4 1.25 lx(BM.Tee-Br)=6 47.3 150 13.3 0011 22.17 53.3 1.394 2x(BM.90)=12 18 0.1319 1.9 65.3 8.6 0011 22.17 0.3 1.25 1x(BM.Tee-Run)=1 2.56 150 23.8 0182 22.17 53.6 1.394 1 0.1333 0 3.56 0.5 0182 22.17 -13.8 1.25 lx(BM.Tee-Br)=6 13.88 150 24.3 0184 21.42 39.8 1.394 lx(BM.90)=6 12 0.0769 0.3 25.88 2 0184 21.42 9.2 1.25 2x(BM.Tee-Run)=2 16.78 150 26.6 0186 21.42 49 1.394 2 0.113 0 18.78 2.1 0186 21.42 -11.3 1.25 2x(BM.Tee-Run)=2 8.67 150 28.7 0188 21.42 37.7 1,394 2 0.0695 0 10.67 0.7 0188 21.42 -12.9 1.25 2x(BM.Tee-Run)=2 14.02 150 29.5 0190 21,42 24.8 1.394 2 0.032 0 16.02 0.5 0190 21.42 16.3 1.25 1x(BM.Tee-Run)=1 1.31 150 30 0111 21.42 41.1 1.394 1 0.0816 0 2.31 0.2 0111 21.42 -20.2 1.25 1x(BM.Tee-Run)=1 7.24 150 30.2 0112 21.42 20.9 1.394 1 0.0233 0 8.24 0.2 0112 21.42 -8.5 1.25 2x(BM.Tee-Run)=2 9.51 150 30.3 0114 21.42 12.4 1.394 2 0.0088 0 11.51 0.1 0114 21,42 -3.3 1 1x(BM.Tee-Br)=5 7.21 150 30.4 2417 21.42 9 1.101 1x(BM.Tee-Run)=1 6 0.0156 0 13.21 0.2 2417 21.42 0.0 1 2x(BM.Tee-Run)=2 12.7 150 30.7 2378 21.42 9.1 1.101 lx(BM.90)=5 7 0.0157 0 19.7 0.3 2378 21.42 -0.7 1 6x(BM.Tee-Run)=6 57.42 150 31 2368 21.42 8.3 1.101 4x(BM.90)=20 31 0.0134 0 lx(BM.Tee-Br)=5 88.42 1.2 2368 21.42 -1 1 1x(BM.Tee-Br)=5 34.25 150 32.2 0525 21.42 7.3 1.101 3x(BM.Tee-Run)=3 33 0.0105 0 5x(BM.90)=25 67.251 1 0.7 0525 21.42 8 1.25 lx(BM.Tee-Br)=6 14.5 150 32.9 0526 21.42 15.4 1.394 6 0.0132 0 20.5 0.3 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSlNG\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 5 I I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/ps11/2) (gpm) (in) (if) (ft) (psi) (psi) Path No: I 0526 21.42 14.7 1.25 1x(BM.Tee-Br)=6 9.21 150 33.1 0530 21 30.1 1.394 2x(BM.90)=12 18 0.0457 0.2 27.21 1.2 0530 21 7 1.25 1x(BM.Tee-Br)=6 11.91 150 34.6 0566 21 37 1.394 lx(BM.90)=6 12 0.0672 0 23.91 1 1.6 0566 21 10.2 2 lx(coupling)=1.3 4.18 150 36.2 0569 21.42 47.2 2.003 lx(BM.90)=10 11.3 0.018 -0.2 15.48 0.3 0569 21.42 0 3 13 120 36.3 0572 21.42 47.2 3.334 0 0.0023 0 13 0.0 0572 21.42 102.7 3 lx(coupling)=1.5 19.38 120 36.3 R2-0 15.7 149.9 3.334 2x(us.90)=20.99 22.49 0.0194 2.5 41.87 0.8 R2-0 15.7 0 3 0.7 0 39.6 GLOBE UMC R2-I 15 149.9 0 0 1.1492 0.3 0.7 0.8 R2-I 15 0 3 lx(us.Tee-Br)=22.49 1.5 120 40.7 B2 14 149.9 3.334 lx(us.90)=10.49 32.98 0.0194 0.4 34.48 0.7 B2 14 0 4 lx(coupling)=1.39 328.03 120 41.8 BOR 24 149.9 4.31 14x(us.90)=195.12 196.51 0.0056 -4.3 524.54 2.9 BOR 24 0 6 lx(coupling)=1.73 10 140 40.4 SW 20 149.9 6.4 lx(us.90)=24.19 25.92 0.0006 1.7 35.92 0.0 SW 20 0 6 lx(coupling)=1.53 19.05 150 42.1 D14 20 149.9 6.08 2x(us.45)=21.4 22.92 0.0007 0 41.98 0.0 D14 20 0 6 lx(coupling)=1.73 1.04 140 42.1 CK-0 20 149.9 6.4 1.73 0.0006 0 2.77 0 CK-O 20 0 6 0.96 0 42.2 CV-1F Check CK-I 20 149.9 0 0 0.1304 0 0.96 0.1 CK-I 20 0 6 lx(coupling)=1.73 2 140 42.3 D13 20 149.9 6.4 1.73 0.0006 0 3.73 0 D13 20 0 6 lx(us.Tee-Br)=45.85 30.25 150 42.3 2 20 149.9 6.08 2x(us.45)=21.4 67.24 0.0007 0 97.5 0.1 2 20 0 8 lx(coupling)=2.86 642.7 150 42.3 D12 -3 149.9 7.98 2x(us.90)=51,44 136.46 0.0002 10 lx(elbow.22.5)=6.43 779.15 0.1 2x(us.45)=25.72 lx(us.Tee-Br) = 50.01 D12 -3 0 8 lx(coupling)=3.52 6.08 140 52.5 BF-0 2 149.9 8.55 2x(us.90)=63.4 66.92 0.0001 -2.2 73.01 0.0 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright ©2002-2012 Tyco Fire Protection Products Page 6 1 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (It) (psi) (psi) Path No: I BF-0 2 0 8 2,5 0 50.3 WILKINS BF-I 2 149.9 0 0 5.6042 0 375DA 2.5 14 BF-I 2 0 8 lx(coupling)=3.52 8.58 140 64.3 Dli -3 149.9 8.55 2x(us.90)=63.4 66.92 0.0001 2.2 75.51 0.0 Dli -3 0 8 lx(us.Tee-Br)=50.01 17.67 150 66.5 1A -3 149.9 7.98 50.01 0.0002 0 67.68 0.0 1A -3 100 8 1 150 66.5 1 -3 249.9 7.98 0 0.0005 0 11 0 1 66.5 I I I [1 I I I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg 1 Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 7 I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 403 26.5 5.6 20 1.25 7 150 12.8 402 26.5 5.6 7.3 1.394 0 0.0033 0 7 0.0 402 26.5 5.6 20.1 1,25 7 150 12.8 401 26.5 5.6 27.3 1.394 0 0.0382 0 7 1 0.3 401 26.5 5.6 20.3 1.25 1x(BM.Tee-Run)=1 63.5 150 13.1 0428 26.5 47.6 1.394 lx(BM.90)=6 7 0.1069 0 70.5 7.5 0428 26.5 -20.1 1.25 2x(BM.Tee-Br)=12 7.57 150 20.6 0425 22.17 27.5 1.394 2x(BM.90)=12 24 0.0387 1.9 31.571 1.2 0425 22.17 4.9 1.25 1x(BM.Tee-Br)=6 13.76 150 23.7 0244 21.42 32.3 1.394 lx(BM.90)=6 12 0.0523 0.3 25.76 1.3 0244 21.42 -15 1.25 3x(BM.Tee-Run)=3 45.55 150 25.4 0248 21.42 17.3 1.394 1x(BM.Tee-Br)=6 9 0.0164 0 54.55 0.9 0248 21.42 0.9 1.25 1x(BM.Tee-Run)=1 6.92 150 26.3 0249 21.42 18.2 1.394 1 0.018 0 7.92 1 0.1 0249 21.42 2.2 1.25 1x(BM.Tee-Run)=1 9.78 150 26.4 0250 21.42 20.4 1.394 1 0.0222 0 10.78 0.2 0250 21.42 2.5 1.25 1x(BM.Tee-Run)=1 1.64 150 26.7 0251 21.42 22.9 1.394 1 0.0276 0 2.64 1 0.1 0251 21.42 3.6 1.25 3x(BM.Tee-Run)=3 42.45 150 26.7 0090 21.42 26.5 1.394 1x(BM.Tee-Br)=6 9 0.0362 0 51.45 1.9 0090 21.42 37.9 1.25 2x(BM.Tee-Run)=2 14.39 150 28.6 0092 21.42 64.4 1.394 2 0.1875 0 16.39 3.1 0092 21.42 11.3 1.25 1x(BM.Tee-Br)=6 2.17 150 31.7 0093 21.42 75.8 1.394 6 0.253 0 8.17 2.1 0093 21.42 27 2 4x(BM.Tee-Run)=4 25.17 150 33.7 2271 21.42 102.7 2.003 lx(coupling)=1.3 5.3 0.0761 0 30.46 2.3 2271 21.42 0 3 lx(us.Tee-Br)=22.49 0.5 120 36.1 0572 21.42 102.7 3.334 22.49 0.0096 0 22.99 0.2 0572 36.3 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 8 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 407 22.17 5.6 24.4 1 1x(BM.Tee-Run)=1 6.17 150 18.9 0037 22,17 24.4 1.101 1x(BM.Tee-Br)=5 6 0.0976 0 12.17 1.2 0037 22.17 -8.7 1 7x(BM.Tee-Run)=7 71.59 150 20.1 0053 22.17 15.6 1.101 lx(BM.Tee-Br)=5 12 0.0429 0 83.59 1 3.6 0053 22.17 -4.9 1.25 1x(BM.Tee-Run)=1 1.3 150 23.7 0054 22.17 10.8 1.394 1 0.0068 0 2.3 0.0 0054 22.17 -1.4 1.25 1x(BM.Tee-Ruri)=1 1.15 150 23.7 0055 22.17 9.4 1.394 1 0.0053 0 2.15 0.0 0055 22.17 1.4 1 11x(BM.Tee-Run)=11 95.64 150 23.7 0071 22.17 10.8 1.101 1x(BM.Tee-Br)=5 16 0.0216 0 111.64 2.4 0071 22.17 -1.8 1.25 2x(BM.Tee-Run)=2 2.51 150 26.1 0073 22.17 9 1.394 2 0.0049 0 4.51 0.0 0073 22.17 1.8 1.25 4x(BM.Tee-Run)=4 35.48 150 26.2 0080 22.17 10.8 1.394 2x(BM.Tee-Br)=12 16 0.0068 0 51.48 0.4 0080 22.17 -2.1 1.25 2x(BM.Tee-Run)=2 5.38 150 26.5 0084 22.17 8.7 1.394 2 0.0046 0 7.38 0.0 0084 22.17 2.1 1.25 1x(BM.Tee-Run)=1 18.78 150 26.5 0087 22.17 10.8 1.394 lx(BM.Tee-Br)=6 7 0.0068 0 25.78 0.2 0087 22.17 20.1 1.25 1x(BM.Tee-Run)=1 3.17 150 26.7 0088 22.17 30.9 1.394 1 0.048 0 4.17 0.2 0088 22.17 7 1.25 1x(BM.Tee-Br)=6 7.53 150 26.9 0090 21.42 37.9 1.394 lx(BM.90)=6 12 0.0702 0.3 19.531 1.4 0090 28.6 I I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 9 I I I LI I I I I I I I 1 I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES I frict (Pf) (ft) (gpm/psi1/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 4 406 22.17 5.6 24.7 1 1x(BM.Tee-Br)=5 1.92 150 19.5 0036 22.17 24.7 1.101 5 0.1002 0 6.92 0.7 0036 22.17 8.7 1 2x(BM.Tee-Run)=2 6.75 150 20.2 0029 22.17 33.4 1.101 2 0.1755 0 8.75 1.5 0029 22.17 -13.8 1 2x(BM.Tee-Run)=2 10.87 150 21.7 0333 22.17 19.6 1.101 1x(BM.Tee-Br)=5 7 0.0654 0 17.87 1.2 0333 22.17 -9.2 1 20x(BM.Tee-Run)=20 127.69 150 22.9 0312 22.17 10.4 1.101 lx(BM.90)=5 25 0.0203 0 152.69 3.1 0312 22.17 -0.9 1 3x(BM.Tee-Run)=3 17.38 150 26 0293 22.17 9.6 1.101 3 0.0173 0 20.38 0.4 0293 22.17 -2.5 1 2x(BM.Tee-Br)=10 44.09 150 26.3 0088 22.17 7 1.101 7x(BM.Tee-Run)=7 17 0.0098 0 61.09 0.6 0088 26.9 Path No: 5 GPM1 -3 100 8 1 150 66.5 1A -3 100 7.98 0 0.0001 0 0 1A 66.5 Path No: 6 0182 22.17 0 1 6x(BM.Tee-Run)=6 39.47 150 24.3 0176 22.17 22.9 1.101 6 0.0874 0 45.47 4 0176 22.17 -6.6 1 2x(BM.Tee-Br)=10 13.88 150 28.2 0190 21.42 16.3 1.101 lx(BM,Tee-Run)=1 16 0.0466 0.3 ____ lx(BM.90)=5 29.88 1.4 0190 30 Path No: 7 0186 21.42 0 1 2x(BM.Tee-Br)=10 94.64 150 28.7 0092 21.42 11.3 1.101 11x(BM.Tee-Run)=11 31 0.0236 0 2x(BM.90)=10 125.64 3 0092 31.7 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 10 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 0188 21.42 0 1 2x(BM.Tee-8r)=10 94.64 150 29.5 0098 21.42 12,9 1.101 11x(BM.Tee-Run)=11 31 0.0302 0 2x(BM.90)=10 125.64 3.8 0098 21.42 14,1 1.25 1x(BM.Tee-Run)=1 6.49 150 33.2 0093 21.42 27 1.394 lx(BM.Tee-Br)=6 7 0.0374 0 13.49 0.5 0093 33.7 Path No: 9 0111 21.42 0 1.25 7x(BM.Tee-Run)=7 74.49 150 30.2 0104 21.42 20.2 1.394 1x(BM.Tee-Br)=6 13 0.0219 0 87.49 1.9 0104 21.42 8.5 1.25 3x(BM.Tee-Run)=3 18.64 150 32.1 0100 21.42 28.8 1.394 3 0.0421 0 21.64 0.9 0100 21.42 -14.1 1.25 2x(BM.Tee-Run)=2 10.03 150 33 0526 21.42 14.7 1.394 2 0.0122 0 12.03 0,1 0526 33.1 Path No: 10 0112 21.42 0 1 10x(BM.Tee-Run)=10 83.23 150 30.3 0104 21.42 8.5 1.101 2x(BM.Tee-Br)=10 40 0.014 0 4x(BM.90)=20 123.23 1.7 0104 32.1 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 117/2020 Copyright© 2002-2012 TYCO Fire Protection Products Page 11 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 11 0114 21.42 0 1.25 6x(BM.Tee-Run)=6 79.67 150 30.4 0122 21.42 3.3 1,394 lx(BM.Tee-Br)=6 12 0.0008 0 91.67 0.1 0122 21.42 6 1 1x(BM.Tee-Run)=1 7.21 150 30.5 2398 21.42 9.3 1.101 1 0.0164 0 8.21 0.1 2398 21.42 0.0 1 3x(BM.Tee-Run)=3 12.12 150 30.7 2395 21.42 9.3 1.101 3 0.0162 0 15.12 0.2 2395 21.42 -4.1 1 lx(BM.Tee-Br)=5 61.33 150 30.9 2445 21.42 5.1 1.101 4x(BM.90)=20 32 0.0055 0 7x(BM.Tee-Run)=7 93.33 0.5 2445 21.42 -1.6 1 2x(BM.Tee-Run)=2 7.24 150 31.4 0509 21.42 3.6 1.101 lx(BM.Tee-Br)=5 7 0.0028 0 14.24 0.0 0509 21.42 14.2 1.25 3x(BM.Tee-Run)=3 32.08 150 31.5 0516 21.42 17.7 1.394 2x(BM.Tee-Br)=12 15 0.0172 0 47.08 0.8 0516 21.42 -1.3 1.25 1x(BM.Tee-Br)=6 24.54 150 32.3 0519 21.42 16.4 1.394 lx(BM.90)=6 12 0.0149 0 36.54 0.5 0519 21.42 0.7 1 2x(BM.Tee-Run)=2 8.09 150 32.8 0541 22.17 17.1 1.101 lx(BM.90)=5 7 0.0508 -0.3 15.09 0.8 0541 22.17 -7 1 6x(BM.Tee-Run)=6 59.24 150 33.2 0553 21 10.2 1.101 4x(BM.90)=20 26 0.0194 0.5 85.24 1.6 0553 21 0 1.25 8x(BM.Tee-Run)=8 91.55 150 35.4 0566 21 10.2 1.394 2x(BM.Tee-Br)=12 32 0.0061 0 2x(BM.90)=12 123.55 0.8 0566 36.2 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright 2002-2012 Tyco Fire Protection Products Page 12 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 12 2378 21.42 0 1 8x(BM.Tee-Run)=8 69.5 150 31 2393 21.42 0,7 1.101 1x(BM.Tee-Br)=5 38 0.0001 0 5x(BM.90)=25 107.5 0.0 2393 21.42 4.1 1 1x(BM.Tee-Br)=5 61.33 150 31 2451 21.42 4.8 1.101 4x(BM.90)=20 29 0.0049 0 4x(BM.Tee-Run)=4 90.33 0.4 2451 21.42 1.6 1 1x(BM.Tee-Br)=5 59.17 150 31.4 2461 21.42 6.4 1.101 4x(BM.90)=20 30 0.0083 0 5x(BM.Tee-Run)=5 89.17 0.7 2461 21.42 1 1 1x(BM.Tee-Run)=1 11.75 150 32.2 2466 21.42 7.5 1.101 1 0.0109 0 12.75 0.1 2466 21.42 1.3 1 1x(BM.Tee-Br)=5 13.75 150 32.3 0524 21.42 8.7 1.101 1x(BM.Tee-Run)=1 21 0.0146 0 3x(BM.90)=15 34.75 0.5 0524 21.42 -0.7 1.25 1x(BM.Tee-Run)=1 13.17 150 32.8 0525 21.42 8 1.394 1 0.004 0 14.171 1 0.1 0525 32.9 Path No: 13 2368 21.42 0 1 2x(BM.Tee-Run)=2 14.25 150 32.2 2461 21.42 1 1.101 1x(BM.Tee-Br)=5 12 0.0003 0 lx(BM.90)=5 26.25 0 2461 32.2 Path No: 14 0428 26.5 0 1.25 1x(BM.Tee-Br)=6 146.29 150 20.6 0087 22.17 20.1 1.394 7x(BM.90)=42 48 0.0217 1.9 194.29 4.2 0087 26.7 Path No: 15 0244 21.42 0 1.25 6x(BM.Tee-Run)=6 57.25 150 25.4 0237 21.42 15 1.394 lx(BM.90)=6 12 0.0127 0 69.25 0.9 0237 21.42 -2.2 1.25 1x(BM.Tee-Run)=1 8.67 150 26.3 0236 21.42 12.8 1.394 1 0.0095 0 9.67 0.1 0236 21.42 -3.6 1.25 4x(BM.Tee-Run)=4 40.05 150 26.4 0184 21.42 9.2 1.394 4 0.0051 0 44.05 0.2 0184 26.6 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 13 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 16 0037 22.17 0 1 1x(BM.Tee-Run)=1 1.92 150 20.1 0036 22.17 8.7 1.101 1 0.0146 0 2.92 0.0 0036 20.2 Path No: 17 0053 22.17 0 1.25 1x(BM.Tee-Br)=6 10.99 150 23.7 0425 22.17 4.9 1.394 1x(BM.Tee-Run)=1 7 0.0016 0 17.99 0.0 0425 23.7 Path No: 18 0054 22.17 0 1.25 5x(BM.90)=30 29.03 150 23.7 2651 22.17 1.4 1.394 2x(BM.Tee-Run)=2 38 0.0002 0 1x(BM.Tee-Br)=6 67.03 0.0 2651 22,17 0 1.25 1x(BM.Tee-Br)=6 0.79 150 23.7 0055 22.17 1.4 1.394 6 0.0002 0 6.791 0 0055 23.7 Path No: 19 0071 22.17 0 1.25 6x(BM.90)=36 34.36 150 26.1 2628 22.17 1.8 1.394 1x(BM.Tee-Run)=1 43 0.0002 0 1x(BM.Tee-Br)=6 77.36 0.0 2628 22.17 0 1.25 1x(BM.Tee-Br)=6 4.82 150 26.1 0073 22.17 1.8 1.394 6 0.0002 0 10.821 1 0 0073 26.2 Path No: 20 0080 22.17 0 1.25 6x(BM.90)=36 40.38 150 26.5 2615 22.17 2.1 1.394 1x(BM.Tee-Br)=6 42 0.0003 0 82.38 0.0 2615 22.17 0 1.25 1x(BM.Tee-Run)=1 11.67 150 26.5 0084 22.17 2.1 1.394 1x(BM.Tee-Br)=6 7 0.0003 0 18.671 0 0084 26.5 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 14 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 21 0029 22.17 0 1 5x(BM.Tee-Run)=5 47.45 150 21.7 0023 22.17 13.8 1.101 5 0.0341 0 52.45 1.8 0023 22.17 -1.7 1.25 1x(BM.Tee-Run)=1 1 150 23.5 0022 22.17 12.1 1.394 1 0.0085 0 2 0.0 0022 22.17 1.7 1.25 3x(BM.Tee-Run)=3 25.27 150 23.5 0012 22.17 13.8 1.394 3 0.0108 0 28.27 0.3 0012 22.17 -0.3 1 lx(BM.Tee-Br)=5 146.2 150 23.8 0129 21.42 13.5 1.101 14x(BM.Tee-Run)=14 24 0.0328 0.3 lx(BM.90)=5 170.21 5.6 0129 21.42 0 1.25 2x(BM.Tee-Run)=2 8.67 150 29.7 0127 21.42 13.5 1.394 2 0.0104 0 10.67 0.1 0127 21.42 6.6 1.25 2x(BM.Tee-Run)=2 16.33 150 29.8 0123 21.42 20.1 1.394 2x(BM.90)=12 14 0.0217 0 30.33 0123 21.42 -6 1.25 7x(BM.Tee-Run)=7 79.17 150 30.5 0509 21.42 14.2 1.394 7 0.0113 0 86.17 1 ~O509 31.5 Path No: 22 0333 22.17 0 1 10x(BM.Tee-Run)=10 73.72 150 22.9 0182 22.17 9.2 1.101 1x(BM.Tee-Br)=5 15 0.016 0 88.72 1.4 0182 24.3 Path No: 23 0312 22.17 0 1 1x(BM.Tee-Run)=1 8.22 150 26 0248 21.42 0.9 1.101 1x(BM.Tee-Br)=5 16 0.0002 0.3 2x(BM.90)=10 24.22 0 0248 26.3 Path No: 24 0293 22.17 0 1 1x(BM.Tee-Run)=1 7.53 150 26.3 0250 21.42 2.5 1.101 2x(BM.Tee-Br)=10 16 0.0015 0.3 lx(BM.90)=5 23.53 0.0 0250 26.7 Path No: 25 0176 22.17 0 1 2x(BM.Tee-Br)=10 108.93 150 28.2 0127 21.42 6.6 1.101 14x(BM.Tee-Run)=14 34 0.0087 0.3 2x(BM.90)=10 142.93 1.2 0127 29.8 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 15 I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psill2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 26 0100 21.42 0 1.25 2x(BM.Tee-Run)=2 15.33 150 33 0098 21.42 14.1 1.394 1x(BM.Tee-Br)=6 8 0.0112 0 23.33 0.3 0098 33.2 Path No: 27 2398 21.42 0 1 10x(BM.Tee-Run)=10 81.17 150 30.7 2417 21.42 0.0 1.101 2x(BM.Tee-Br)=10 40 0 0 4x(BM.90)=20 121.17 0 2417 30.7 Path No: 28 2395 21.42 0 1 1x(BM.Tee-Run)=1 11.09 150 30.9 2393 21.42 4.1 1.101 2x(BM.Tee-Br)=10 11 0.0036 0 22.09 0.1 2393 31 Path No: 29 2445 21.42 0 1 2x(BM.Tee-Run)=2 11.09 150 31.4 2451 21.42 1.6 1.101 2 0.0006 0 13.09 0 2451 31.4 Path No: 30 0516 21.42 0 1 8x(BM.Tee-Run)=8 58.5 150 32.3 2466 21.42 1.3 1.101 1x(BM.Tee-Br)=5 33 0.0004 0 4x(BM.90)=20 91.5 0.0 2466 32.3 Path No: 31 0541 22.17 0 1 4x(BM.Tee-Run)=4 44.24 150 33.2 0533 21 7 1.101 3x(BM.90)=15 29 0.0096 0.5 2x(BM.Tee-Br)=10 73.24 0.7 0533 21 0 1,25 3x(BM.Tee-Run)=3 29.42 150 34.5 0530 21 7 1.394 3 0.003 0 32.421 1 0.1 0530 34.6 Path No: 32 0524 21.42 0 1.25 1x(BM.Tee-Run)=1 43.38 150 32.8 0519 21.42 0.7 1.394 1x(BM.Tee-Br)=6 7 0.0000 0 50.38 0 0519 32.8 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright © 2002-2012 TYCO Fire Protection Products Page 16 I I 1 I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F P1 per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 33 0237 21.42 0 1 4x(BM.Tee-Br)=20 97.39 150 26.3 0249 21,42 2.2 1.101 15x(BM.Tee-Run)=15 45 0.0011 0 2x(BM.90)=10 142.39 0.2 0249 26.4 Path No: 34 0236 21.42 0 1 2x(BM.Tee-Br)=10 94.64 150 26.4 0251 21.42 3.6 1.101 17x(BM.Tee-Run)=17 37 0.0029 0 2x(BM.90)=10 131.64 0.4 0251 26.7 Path No: 35 0023 22.17 0 1.25 5x(BM.90)=30 28.71 150 23.5 2677 22.17 1.7 1.394 2x(BM.Tee-Run)=2 38 0.0002 0 lx(BM.Tee-Br)=6 66.71 0.0 2677 22.17 0 1.25 lx(BM.Tee-Br)=6 0.96 150 23.5 0022 22.17 1.7 1.394 6 0.0002 0 6.96 0 0022 23.5 Path No: 36 0012 22.17 0 1.25 1x(BM.Tee-Run)=1 8.31 150 23.8 0011 22.17 0.3 1.394 lx(BM.Tee-Br)=6 7 0 0 15.31 0 0011 23.8 Path No: 37 0123 21.42 0 1.25 2x(BM.Tee-Br)=12 7.24 150 30.5 0122 21.42 6 1.394 12 0.0023 0 19.24 0.0 0122 30.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 15.93 ft/s occurs in the following pipe(s): (0093-0092) Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 17 Job: CARLSBAD SENIOR HOUSING Pressure vs. Flow Function Design Area: 4; Supply Ref.: 1; Supply Name:1 Flow, gpm Pressure Loss Function sign Area: 4; BFP Ref.: 3781 (WILKINS 375DA, Size = 8); Inlet Node: BF-l; Outlet Node: BF-0 Flow, gpm File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 117/2020 Copyright© 2002-2012 TYCO Fire Protection Products I Device Graphs I I I I I I I I I I I I I I I I I Page 18 Flow, gpm Job: CARLSBAD SENIOR HOUSING Pressure Loss Function Design Area: 4; Valve Ref.: 3778 (GLOBE UMC, Size = 3); Inlet Node: R24; Outlet Node: R2-0 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 3780 (CV-1F Check, Size = 6); Inlet Node: CK-l; Outlet Node: CK-O a. S 0 S CL Flow, gpm File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/712020 Copyright© 2002-2012 Tyco Fire Protection Products Page 19 I I I I I I I I I I I I I I I I I I I HYDRAULIC CALCULATIONS for Job Information Project Name: CARLSBAD SENIOR HOUSING Contract No. C7572 City: CARLSBAD, CA 92008 Project Location: 5592 EL CAMINO REAL Date: 1/7/2020 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE.STE; 101 City: SANTEE, CA. 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 5 Remote Area Location BUILDING A (ATTIC) Occupancy Classification NFPA13 Density (gpm/ft2) 0.1 Area of Application (ft2) 1536 Coverage per Sprinkler (ft2) 256 Number of Calculated Sprinklers 6 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 256.2 Required Pressure at Source (psi) 70.1 Type of System Wet Volume - Entire System (gal) 2346.4 gal Water Supply Information Date 11/25/2019 Location EL CAMINO REAL NORTH OF COUGAR DRIVE Source 1 Notes File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright 2002-2012 Tyco Fire Protection Products Page 1 Supply 1: 1 Flow (gpm) Pressure (psi) 0 106 3800 86 Supply Analysis Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 5 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water © 60F (15,6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lbs/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Node at Source I Residual Static Pressure I I Pressure I Flow I I Available Pressure I I Total Demand I I I Required Pressure I (psi) (psi) I (gpm) I (psi) I (gpm) I I (psi) 1 106 86 3800 105.9 256.2 I 70.1 Hoses Inside Hose Flow/ Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 156.2 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 156.2 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 44 BOR -Flow (gpm) 156.2 Demand w/o System Pump(s) N/A File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 2 - - - - - - - _1 - - - - m - - - m - - Job: CARLSBAD SENIOR HOUSING File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR Date 1/7/2020 HOUSING-building newwwwwwww.dwg Page 3 Copyright© 2002-2012 Tyco Fire Protection Products Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 5 Graph Labels Label Description Values Flow (gpm) Pressure (psi) 51 Supply point #1 -Static 0 106 S2 Supply point #2 - Residual 3800 86 Dl Elevation Pressure 0 10.9 02 System Demand 256.2 70.1 Curve Intersections & Safety Margins Curve Name Intersection I I Safety Margin Pressure (psi) I Flow (gpm) I Pressure (psi) I © Flow (gpm) Supply 105.8 330.5 35.7 256.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/ps1½) (gpm/ft2) (gpm) (psi) (gpm/ft) (gpm) (psi) 501 Overhead 256 5.6 0.1 25.6 20.9 0.102 26.1 21.7 Sprinkler 502 Overhead 256 5.6 0.1 25.6 20.9 0.103 26.4 22.2 Sprinkler 503 Overhead Sprinkler 256 5.6 0.1 25.6 20.9 0.101 25.9 21.4 504 Overhead Sprinkler 256 5.6 0.1 25.6 20.9 0.103 26.5 22.4 505 Overhead Sprinkler 256 5.6 0.1 25.6 20.9 0.1 25.6 20.9 Overhead Sprinkler 256 5.6 0.1 25.6 20.9 0.1 25.7 21.1 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 4 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 505 22.17 5.6 25.6 1 1x(BM.Tee-Run)=1 7.75 150 20.9 2327 22.17 25.6 1.101 1x(BM.Tee-Br)=5 11 0.107 0 lx(BM.90)=5 18.75 2 2327 22.17 11.8 1 1x(BM.Tee-Run)=1 7.55 150 22.9 0333 22.17 37.4 1.101 1 0.2157 0 8.55 1.8 0333 22.17 -15.3 1 1x(BM.Tee-Run)=1 10.87 150 24.7 0029 22.17 22.1 1.101 1x(BM.Tee-Br)=5 6 0.0814 0 16.871 1.4 0029 22.17 -7.8 1 5x(BM.Tee-Run)=5 47.45 150 26.1 0023 22.17 14.3 1.101 5 0.0364 0 52.45 1.9 0023 22.17 -1.8 1.25 1x(BM.Tee-Run)=1 1 150 28 0022 22.17 12.5 1.394 1 0.009 0 2 0.0 0022 22.17 1.8 1.25 3x(BM.Tee-Run)=3 25.27 150 28.1 0012 22.17 14.3 1.394 3 0.0115 0 28.27 0.3 0012 22.17 -2.6 1 lx(BM.Tee-Br)=5 146.2 150 28.4 0129 21.42 11.7 1.101 14x(BM.Tee-Run)=14 24 0.0252 0.3 lx(BM.90)=5 170.2 4.3 0129 21.42 0 1.25 2x(BM.Tee-Run)=2 8.67 150 33 0127 21.42 11.7 1.394 2 0.008 0 10.67 0.1 0127 21.42 6.4 1.25 2x(BM.Tee-Run)=2 16.33 150 33.1 0123 21.42 18.1 1.394 2x(BM.90)=12 14 0.0179 0 30.331 0.5 0123 21.42 -4.2 1.25 7x(BM.Tee-Run)=7 79.17 150 33.6 0509 21.42 13.9 1.394 7 0.011 0 86.17 0.9 0509 21.42 3.7 1.25 3x(BM.Tee-Run)=3 32.08 150 34.6 0516 21.42 17.6 1.394 2x(BM.Tee-Br)=12 15 0.017 0 47.08 0.8 0516 21.42 -1.2 1.25 1x(BM.Tee-Br)=6 24.54 150 35.4 0519 21.42 16.4 1.394 lx(BM.90)=6 12 0.0149 0 36.54 0.5 0519 21.42 1 1 2x(BM.Tee-Run)=2 8.09 150 35.9 0541 22.17 17.4 1.101 lx(BM.90)=5 7 0.0525 -0.3 15.09 0.8 0541 22.17 -7 1 6x(BM.Tee-Run)=6 59.24 150 36.4 0553 21 10.4 1.101 4x(BM.90)=20 26 0.0201 0.5 85.24 1.7 0553 21 0 1.25 8x(BM.Tee-Run)=8 91.55 150 38.6 0566 21 10.4 1.394 2x(BM.Tee-Br)=12 32 0.0064 0 2x(BM.90)=12 123.55 0.8 0566 21 38 2 lx(coupling)=1.3 4.18 150 39.4 0569 21.42 48.4 2.003 lx(BM.90)=10 11.3 0,0189 -0.2 15.48 1 0.3 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 TYCO Fire Protection Products Page 5 [ 1 I I I I I I I 1 I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES I frict (Pf) (ft) (gpm/psi½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 0569 21.42 0 3 13 120 39.5 0572 21.42 48.4 3.334 0 0.0024 0 13 0.0 0572 21.42 107.8 3 ix(coupling)=1.5 19.38 120 39.5 R2-0 15.7 156.2 3.334 2x(us.90)=20.99 22.49 0.0209 2.5 41.87 0.9 R2-0 15.7 0 3 0.7 0 42.9 GLOBE UMC R2-I 15 156.2 0 0 1.1789 0.3 *** 0.7 0.8 R2-I 15 0 3 lx(us.Tee-Br)=22.49 1.5 120 44 B2 14 156.2 3.334 lx(us.90)=10.49 32.98 0.0209 0.4 34.48 0.7 B2 14 0 4 lx(coupling)=1.39 328.03 120 45.2 BOR 24 156.2 4.31 14x(us.90)=195.12 196.51 0.006 -4.3 524.54 3.1 BOR 24 0 6 lx(coupling)=1.73 10 140 44 SW 20 156.2 6.4 lx(us.90)=24.19 25.92 0.0007 1.7 35.92 1 0.0 SW 20 0 6 lx(coupling)=1.53 19.05 150 45.7 D14 20 156.2 6.08 2x(us.45)=21.4 22.92 0.0007 0 41.98 0.0 D14 20 0 6 lx(coupling)=1.73 1.04 140 45.8 CK-0 20 156.2 6.4 1.73 0.0007 0 2.77 0 CK-O 20 0 6 0.96 0 45.8 CV-1F Check CK-I 20 156.2 0 0 0,1362 0 *** 0.96 0.1 CK-I 20 0 6 lx(coupling)=1.73 2 140 45.9 D13 20 156.2 6.4 1.73 0.0007 0 1 3.73 0 D13 20 0 6 ix(us.Tee-Br)=45.85 30.25 150 45.9 2 20 156.2 6.08 2x(us.45)=21.4 67.24 0.0007 0 97.5 0.1 2 20 0 8 ix(coupling)=2.86 642.7 150 46 D12 -3 156.2 7.98 2x(us.90)=51.44 136.46 0.0002 10 ix(elbow.22.5)=6.43 779.15 0.2 2x(us.45)= 25.72 lx(us.Tee-Br)= 50.01 D12 -3 0 8 lx(coupling)=3.52 6.08 140 56.1 BF-0 2 156.2 8.55 2x(us.90)=63.4 66.92 0.0002 -2.2 73.01 1 0.0 BF-0 2 0 8 2.5 0 53.9 WILKINS BF-I 2 156.2 0 0 5.6042 0 375DA 2.5 14 ** BF-I 2 0 8 lx(coupling)=3.52 8.58 140 67.9 Dli -3 156,2 8.55 2x(us.90)=63.4 66.92 0.0002 2.2 75.51 0.0 Dli -3 0 8 lx(us.Tee-Br)=50.01 17.67 150 70.1 1A -3 156.2 7.98 50.01 0.0002 0 67.68 0.0 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 TYCO Fire Protection Products Page 6 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/p5i1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 1A -3 100 8 1 150 70.1 1 -3 256.2 7.98 0 0.0005 0 1 0 1 70.1 Path No: 2 506 22.17 5.6 25.7 1 1x(BM.Tee-Run)=1 6.75 150 21.1 2324 22.17 25.7 1.101 1x(BM.Tee-Br)=5 6 0.1078 0 12.75 1.4 2324 22.17 -11.8 1 17x(BM.Tee-Run)=17 103.32 150 22.4 0312 22.17 13.9 1.101 lx(BM.90)=5 22 0.0346 0 125.321 4.3 0312 22.17 -2.8 1 3x(BM.Tee-Run)=3 17.38 150 26.8 0293 22.17 11.1 1.101 3 0.0229 0 20.38 0.5 0293 22.17 3.5 1 2x(BM.Tee-Br)=10 44.09 150 27.2 0088 22.17 14.7 1.101 7x(BM.Tee-Run)=7 17 0.0382 0 61.09 2.3 0088 22.17 21.1 1.25 1x(B1Vl.Tee-Run)=1 7.53 150 29.6 0090 21.42 35.8 1.394 lx(BM.90)=6 7 0.0632 0.3 14.53 0.9 0090 21.42 34.1 1.25 2x(BM.Tee-Run)=2 14.39 150 30.8 0092 21.42 69.9 1.394 2 0.2182 0 16.39 3.6 0092 21.42 11.5 1.25 lx(BM.Tee-Br)=6 2.17 150 34.4 0093 21.42 81.5 1.394 6 0.2894 0 8.17 2.4 0093 21,42 26.4 2 4x(BM.Tee-Run)=4 25.17 150 36.8 2271 21,42 107.8 2.003 lx(coupling)=1.3 5.3 0.0832 0 30.46 1 2.5 2271 21.42 0 3 1x(us.Tee-Br)=22.49 0.5 120 39.3 0572 21.42 107.8 3.334 22.49 0.0105 0 22.99 0.2 0572 39.5 I I I I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg I Date 1/7/2020 Copyright 2002-2012 Tyco Fire Protection Products Page 7 I I I I I I I I I 1 I I I Job CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11h) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 3 503 2217 5.6 25.9 1 lx(BM.Tee-Br)=5 7.1 150 21.4 2392 21.42 25.9 1.101 1x(BM.Tee-Run)=1 16 0.1094 0.3 2x(BM.90)=10 23.1 2.5 2392 21.42 2.1 1.25 5x(BM.Tee-Run)=5 56.77 150 24.2 0244 21.42 28 1.394 lx(BM.90)=6 11 0.0399 0 67.77 2.7 0244 21.42 -7.4 1.25 1x(BM.Tee-Run)=1 13.76 150 27 0425 22.17 20.5 1.394 lx(BM.Tee-Br)=6 13 0.0225 -0.3 lx(BM.90)=6 26.76 0.6 0425 22.17 -1.4 1.25 2x(BM.Tee-Br)=12 7.57 150 27.2 0428 26.5 19.1 1.394 2x(BM.90)=12 24 0.0198 -1.9 31.57 0.6 0428 26.5 -7.2 1.25 lx(BM.Tee-Br)=6 146.29 150 26 0087 22.17 12 1.394 7x(BM.90)=42 48 0.0083 1.9 194.29 1.6 0087 22.17 9.2 1.25 1x(BM.Tee-Run)=1 3.17 150 29.5 0088 22.17 21.1 1.394 1 0.0238 0 ____ 4.17 0.1 0088 29.6 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR - HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 501 22.17 5.6 26.1 1 lx(BM.Tee-Br)=5 6.33 150 21.7 0007 21.42 26,1 1.101 1x(BM.Tee-Run)=1 16 0.1109 0.3 2x(BM.90)=10 22.33 2.5 0007 21.42 23.4 1.25 3x(BM.Tee-Run)=3 33.97 150 24.5 0184 21.42 49.5 1.394 3 0.1149 0 36.97 4.2 0184 21.42 4.7 1.25 2x(BM.Tee-Run)=2 16.78 150 28.8 0186 21.42 54.2 1.394 2 0.1359 0 18.78 2.6 0186 21.42 -11.5 1.25 2x(BM.Tee-Run)=2 8.67 150 31.3 0188 21.42 42.6 1.394 2 0.0873 0 10.67 0.9 0188 21.42 -13.3 1.25 2x(BM.Tee-Run)=2 14.02 150 32.3 0190 21.42 29.3 1.394 2 0.0436 0 16.02 0.7 0190 21.42 14 1.25 1x(BM.Tee-Run)=1 1.31 150 33 0111 21.42 43.3 1.394 1 0.0897 0 2.31 0.2 0111 21.42 -20.5 1.25 1x(BM.Tee-Run)=1 7.24 150 33.2 0112 21.42 22.8 1.394 1 0.0274 0 8.24 0.2 0112 21.42 -8.6 1.25 2x(BM.Tee-Run)=2 9.51 150 33.4 0114 21.42 14.3 1.394 2 0.0115 0 11.51 0.1 0114 21.42 -4.5 1 lx(BM.Tee-Br)=5 7.21 150 33.5 2417 21.42 9.7 1.101 1x(BM.Tee-Run)=1 6 0.0178 0 13.21 0.2 2417 21.42 -0.5 1 2x(BM.Tee-Run)=2 12.7 150 33.8 2378 21.42 9.2 1.101 lx(BM.90)=5 7 0.016 0 19.7 0.3 2378 21.42 -0.8 1 6x(BM.Tee-Run)=6 57.42 150 34.1 2368 21.42 8.4 1.101 4x(BM.90)=20 31 0.0135 0 lx(BM.Tee-Br)=5 88.42 1.2 2368 21.42 -1.1 1 1x(BM.Tee-Br)=5 34.25 150 35.3 0525 21.42 7.3 1.101 3x(BM.Tee-Run)=3 33 0.0104 0 5x(BM.90)=25 67.25 0.7 0525 21.42 7.7 1.25 1x(BM.Tee-Br)=6 14.5 150 36 0526 21.42 14.9 1.394 6 0.0125 0 20.5 0.3 0526 21.42 16 1.25 1x(BM.Tee-Br)=6 9.21 150 36.2 0530 21 30.9 1.394 2x(BM.90)=12 18 0.0481 0.2 27.21 1.3 0530 21 7 1.25 lx(BM.Tee-Br)=6 11.91 150 37.7 0566 21 38 1.394 lx(BM.90)=6 12 0.0704 0 23.91 1.7 0566 39.4 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 I I I I I I I I I I I I I I I I I 502 22.17 5.6 26.4 1 lx(BM.Tee-Br)=5 5.08 150 22.2 2401 22.17 26.4 1.101 5 0.1132 0 10.08 1.1 2401 22.17 -12.1 1 lx(BM.Tee-Br)=5 82.47 150 23.3 0251 21.42 14.3 1.101 14x(BM.Tee-Run)=14 24 0.0364 0.3 lx(BM.90)=5 106.47 3.9 0251 21.42 19.8 1.25 2x(BM.Tee-Br)=12 42.45 150 27.6 0090 21.42 34.1 1.394 2x(BM.Tee-Run)=2 14 0.0577 0 56.45 3.3 0090 30.8 I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION I Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 5 Path No: 6 504 22.17 5.6 26.5 1 lx(BM.Tee-Br)=5 2.25 150 22.4 2430 22.17 26.5 1.101 5 0.1139 0 7.25 0.8 2430 22.17 -13.1 1 lx(BM.Tee-Br)=5 12.17 150 23.2 0237 21.42 13.3 1.101 1x(BM.Tee-Run)=1 11 0.032 0.3 lx(BM.90)=5 23.171 0.7 0237 21.42 -2.1 1.25 1x(BM.Tee-Run)=1 8.67 150 24.2 0236 21.42 11.3 1.394 1 0.0074 0 9.67 0.1 0236 21.42 12.1 1.25 1x(BM.Tee-Run)=1 6.08 150 24.3 0007 21.42 23.4 1.394 1 0.0286 0 7.08 0.2 0007 24.5 Path No: 7 GPM1 -3 100 8 1 150 70.1 1A -3 100 7.98 0 0.0001 0 1 0 1A 70.1 Path No: 8 0333 22.17 0 1 10x(BM.Tee-Ruri)=10 73.72 150 24.7 0182 22.17 15.3 1.101 lx(BM.Tee-Br)=5 15 0.0412 0 88.72 3.7 0182 22.17 5.1 1 6x(BM.Tee-Run)=6 39.47 150 28.4 0176 22.17 20.3 1.101 6 0.0699 0 45.47 3.2 0176 22.17 -6.4 1 2x(BM.Tee-Br)=10 13.88 150 31.6 0190 21.42 14 1.101 1x(BM.Tee-Run)=1 16 0.0348 0.3 lx(BM.90)=5 29.881 1 0190 33 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 copight© 2002-2012 TYCO Fire Protection Products Page 10 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 0029 22.17 0 1 9x(BM.Tee-Run)=9 80.25 150 26.1 0053 22.17 7.8 1.101 lx(BM.Tee-Br)=5 14 0.0118 0 94.25 1.1 0053 22.17 1.4 1.25 1x(BM.Tee-Run)=1 1.3 150 27.2 0054 22.17 9.2 1.394 1 0.0051 0 2.3 1 0.0 0054 22.17 -1.2 1.25 1x(BM.Tee-Run)=1 1.15 150 27.2 0055 22.17 8 1.394 1 0.0039 0 2.15 0 0055 22.17 1.2 1 11x(BM.Tee-Run)=11 95.64 150 27.3 0071 22.17 9.2 1.101 lx(BM.Tee-Br)=5 16 0.016 0 111.64 1.8 0071 22.17 -1.5 1.25 2x(BM.Tee-Run)=2 2.51 150 29 0073 22.17 7.6 1.394 2 0.0036 0 4.51 0.0 0073 22.17 1.5 1.25 4x(BM.Tee-Run)=4 35.48 150 29.1 0080 22.17 9.2 1.394 2x(BM.Tee-Br)=12 16 0.0051 0 51.48 0.3 0080 22.17 -1.8 1.25 2x(BM.Tee-Run)=2 5.38 150 29.3 0084 22.17 7.4 1.394 2 0.0034 0 1 7.38 0.0 0084 22.17 1.8 1.25 1x(BM.Tee-Run)=1 18.78 150 29.3 0087 22.17 9.2 1.394 lx(BM.Tee-Br)=6 7 0.0051 0 25.78 0.1 0087 29.5 Path No: 10 0023 22.17 0 1.25 2x(BM.Tee-Run)=2 9.04 150 28 2626 22.17 1.8 1.394 1x(BM.Tee-Br)=6 14 0.0002 0 lx(BM.90)=6 23.04 0 2626 22.17 0 1.25 1x(BM.Tee-Br)=6 20.63 150 28 0022 22.17 1.8 1.394 4x(BM.90)=24 30 0.0002 0 50.631 1 0.0 0022 28.1 Path No: 11 0012 22.17 0 1.25 1x(BM.Tee-Run)=1 8.31 150 28.4 0011 22.17 2.6 1.394 1x(BM.Tee-Br)=6 7 0.0005 0 15.31 0 0011 22.17 7.2 1.25 1x(BM.Tee-Run)=1 2.56 150 28.4 0182 22.17 9.7 1.394 1 0.0057 0 3.56 0.0 0182 22.17 -5.1 1.25 lx(BM.Tee-Br)=6 13.88 150 28.4 0184 21.42 4.7 1.394 lx(BM.90)=6 12 0.0015 0.3 25.88 0.0 0184 28.8 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 11 I I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 12 0123 21.42 0 1.25 2x(BM.Tee-Br)=12 7.24 150 33.6 0122 21.42 4.2 1.394 12 0.0012 0 19.24 0.0 0122 21.42 4.5 1 1x(BM.Tee-Run)=1 7.21 150 33.6 2398 21.42 8.7 1.101 1 0.0145 0 8.21 0.1 2398 21.42 0.5 1 3x(BM.Tee-Run)=3 12.12 150 33.8 2395 21.42 9.2 1.101 3 0.0162 0 15.12 0.2 2395 21.42 -4.1 1 1x(BM.Tee-Br)=5 61.33 150 34 2445 21.42 5.2 1.101 4x(BM.90)=20 32 0.0056 0 7x(BM.Tee-Run)=7 93.33 0.5 2445 21.42 -1.5 1 2x(BM.Tee-Run)=2 7.24 150 34.5 0509 21.42 3.7 1.101 1x(BM.Tee-Br)=5 7 0.0029 0 14.24 0.0 0509 34.6 Path No: 13 0516 21.42 0 1 8x(BM.Tee-Run)=8 58.5 150 35.4 2466 21.42 1.2 1.101 1x(BM.Tee-Br)=5 33 0.0004 0 4x(BM.90)=20 91.5 0.0 2466 21.42 7.5 1 1x(BM.Tee-Br)=5 13.75 150 35.4 0524 21.42 8.7 1.101 1x(BM.Tee-Run)=1 21 0.0145 0 3x(BM.90)=15 34.75 0.5 0524 21.42 -1 1.25 1x(BM.Tee-Run)=1 13.17 150 35.9 0525 21.42 7.7 1.394 1 0.0036 0 14.17 0.1 0525 36 Path No: 14 0541 22.17 0 1 4x(BM.Tee-Run)=4 44.24 150 36.4 0533 21 7 1,101 3x(BM.90)=15 29 0.0098 0.5 2x(BM.Tee-Br)=10 73.24 0.7 0533 21 0 1.25 3x(BM.Tee-Run)=3 29.42 150 37.6 0530 21 7 1.394 3 0.0031 0 32.421 0.1 0530 37.7 Path No: 15 2324 22.17 0 1 2x(BM.Tee-Run)=2 16.83 150 22.4 2327 22.17 11.8 1.101 2 0.0254 0 18.83 0.5 2327 22.9 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 12 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/p5i1/2) (gpm) (in) (It) (It) (psi) (psi) Path No: 16 0312 22.17 0 1 2x(BM.Tee-Run)=2 8.22 150 26.8 0248 21.42 2.8 1.101 2x(BM.90)=10 17 0.0018 0.3 1x(BM.Tee-Br)=5 25.22 0.0 0248 21.42 7.4 1.25 1x(BM.Tee-Run)=1 6.92 150 27.1 0249 21.42 10.2 1.394 1 0.0062 0 7.92 0.0 0249 21.42 13.1 1.25 1x(BM.Tee-Run)=1 9.78 150 27.2 0250 21.42 23.4 1.394 1 0.0286 0 10.78 0.3 0250 21.42 -3.5 1.25 1x(BM.Tee-Run)=1 1.64 150 27.5 0251 21.42 19.8 1.394 1 0.0211 0 2.64 0.1 0251 27.6 Path No: 17 0244 21.42 0 1.25 3x(BM.Tee-Run)=3 45.55 150 27 0248 21.42 7.4 1.394 lx(BM.Tee-Br)=6 9 0.0034 0 54.55 0.2 0248 27.1 Path No: 18 0425 22.17 0 1.25 1x(BM.Tee-Br)=6 10.99 150 27.2 0053 22.17 1.4 1.394 6 0.0002 0 16.99 0 0053 27.2 Path No: 19 0428 26.5 0 1.25 1x(BM.Tee-Br)=6 140.8 150 26 0011 22.17 7.2 1.394 3x(BM.90)=18 24 0.0032 1.9 164.8 0.5 0011 28.4 Path No: 20 0186 21.42 0 1 2x(BM.Tee-Br)=10 94.64 150 31.3 0092 21.42 11.5 1.101 11x(BM.Tee-Run)=11 31 0.0244 0 2x(BM.90)=10 125.64 3.1 0092 34.4 Path No: 21 0188 21.42 0 1 2x(BM.Tee-Br)=10 94.64 150 32.3 0098 21.42 13.3 1.101 11x(BM.Tee-Run)=11 31 0.032 0 2x(BM.90)=10 125.64 4 0098 21.42 13 1.25 1x(BM.Tee-Run)=1 6.49 150 36.3 0093 21.42 26.4 1.394 1x(BM.Tee-Br)=6 7 0.0358 0 13.491 0.5 0093 36.8 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 13 I I I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 22 0111 21.42 0 1.25 7x(BM.Tee-Run)=7 74,49 150 33.2 0104 21.42 20.5 1.394 lx(BM.Tee-Br)=6 13 0.0224 0 87.49 2 0104 21.42 8.6 1.25 3x(BM.Tee-Run)=3 18.64 150 35.1 0100 21.42 29 1.394 3 0.0428 0 21.64 0.9 0100 21.42 -13 1.25 2x(BM.Tee-Run)=2 10.03 150 36 0526 21.42 16 1.394 2 0.0142 0 12.03 0.2 0526 36.2 Path No: 23 0112 21.42 0 1 10x(BM.Tee-Run)=10 83.23 150 33.4 0104 21.42 8.6 1.101 2x(BM.Tee-Br)=10 40 0.0141 0 4x(BM.90)=20 123.23 1.7 0104 35.1 Path No: 24 0114 21.42 0 1.25 6x(BM.Tee-Run)=6 79.67 150 33.5 0122 21.42 4.5 1.394 1x(BM.Tee-Br)=6 12 0.0014 0 91.67 0.1 0122 33.6 Path No: 25 2417 21.42 0 1 10x(BM.Tee-Run)=10 81.17 150 33.8 2398 21.42 0.5 1.101 2x(BM.Tee-Br)=10 40 0.0001 0 4x(BM.90)=20 121.17 0.0 2398 33.8 Path No: 26 2378 21.42 0 1 8x(BM.Tee-Run)=8 69.5 150 34.1 2393 21.42 0.8 1.101 1x(BM.Tee-Br)=5 38 0.0002 0 5x(BM.90)=25 107.5 0.0 2393 21,42 4.1 1 1x(BM.Tee-Br)=5 61.33 150 34.1 2451 21.42 4.9 1.101 4x(BM.90)=20 29 0.005 0 4x(BM.Tee-Run)=4 90.33 0.4 2451 21.42 1.5 1 1x(BM.Tee-Br)=5 59.17 150 34.5 2461 21.42 6.4 1.101 4x(BM.90)=20 30 0.0082 0 5x(BM.Tee-Run)=5 89.17 0.7 2461 21.42 1.1 1 1x(BM.Tee-Run)=1 11.75 150 35.3 2466 21.42 7.5 1.101 1 0.0109 0 12.75 0.1 2466 35.4 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright 2002-2012 Tyco Fire Protection Products Page 14 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) Wpm) (in) (if) (ft) (psi) (psi) Path No: 27 2368 21.42 0 1 2x(BM.Tee-Run)=2 14.25 150 35.3 2461 21.42 1.1 1.101 lx(BM.90)=5 12 0.0003 0 1x(BM.Tee-Br)=5 26.25 0 2461 35.3 Path No: 28 2401 22.17 0 1 1x(BM.Tee-Br)=5 12.17 150 23.3 0236 21.42 12.1 1.101 2x(BM.Tee-Run)=2 12 0.0267 0.3 lx(BM.90)=5 24.17 0.6 0236 24.3 Path No: 29 2430 22.17 0 1 3x(BM.Tee-Br)=15 85.22 150 23.2 0249 21.42 13.1 1.101 13x(BM.Tee-Run)=13 33 0.0312 0.3 lx(BM.90)=5 118.22 3.7 0249 27.2 Path No: 30 0237 21.42 0 1.25 1x(BM.Tee-Run)=1 0.48 150 24.2 2392 21.42 2.1 1.394 1 0.0003 0 1.48 0 2392 24.2 Path No: 31 0176 22.17 0 1 2x(BM.Tee-Br)=10 108.93 150 31.6 0127 21.42 6,4 1.101 14x(BM.Tee-Run)=14 34 0.0082 0.3 2x(BM.90)=10 142.93 1.2 0127 33.1 Path No: 32 0054 22.17 0 1.25 4x(BM.90)=24 24.7 150 27.2 2608 26.5 1.2 1.394 2x(BM.Tee-Run)=2 32 0.0001 -1.9 1x(BM.Tee-Br)=6 56.7 0 2608 26.5 0 1.25 1x(BM.Tee-Br)=6 5.13 150 25.4 0055 22.17 1.2 1.394 lx(BM.90)=6 12 0.0001 1.9 17.131 10 0055 27.3 Path No: 33 0071 22.17 0 1.25 5x(BM.90)=30 33.36 150 29 2583 22.17 1.5 1.394 1x(BM.Tee-Run)=1 37 0.0002 0 1x(BM.Tee-Br)=6 70.36 0.0 2583 22.17 0 1.25 1x(BM.Tee-Br)=6 5.82 150 29 0073 22.17 1.5 1.394 lx(BM.90)=6 12 0.0002 0 17.82 0 0073 29.1 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 15 I I I I I I I I I I I I 1 I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 34 0080 22.17 0 1.25 5x(BM.90)=30 33.99 150 29.3 2571 22.17 1.8 1.394 1x(BM.Tee-Br)=6 36 0.0002 0 69.99 0.0 2571 22.17 0 1.25 1x(BM.Tee-Run)=1 18.05 150 29,3 0084 22.17 1.8 1.394 1x(BM.Tee-Br)=6 13 0.0002 0 1x(BM.90)=6 1 31,051 0 0084 29.3 Path No: 35 2395 21.42 0 1 1x(BM.Tee-Run)=1 11.09 150 34 2393 21.42 4.1 1.101 2x(BM.Tee-Br)=10 11 0.0035 0 22.09 0.1 2393 34.1 Path No: 36 2445 21.42 0 1 2x(BM.Tee-Run)=2 11.09 150 34.5 2451 21.42 1.5 1.101 2 0.0006 0 13.09 0 2451 34.5 Path No: 37 0524 21.42 0 1.25 1x(BM.Tee-Run)=1 43.38 150 35.9 0519 21.42 1 1.394 1x(BM.Tee-Br)=6 7 0.0001 0 50.38 0 0519 35.9 Path No: 38 0250 21.42 0 1 1x(BM.Tee-Run)=1 7.53 150 27.5 0293 22.17 3.5 1.101 2x(BM.Tee-Br)=10 16 0.0027 -0.3 lx(BM.90)=5 23.53 0.1 0293 27.2 Path No: 39 0100 21.42 0 1.25 2x(BM.Tee-Run)=2 15.33 150 36 0098 21.42 13 1.394 1x(BM.Tee-Br)=6 8 0.0097 0 23.33 0.2 0098 36.3 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright 2002-2012 Tyco Fire Protection Products Page 16 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) Wpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.12 ft/s occurs in the following pipe(s): (0093-0092) " Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. I I I I I I I I I I I I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg I Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 17 [11 I I I Job: CARLSBAD SENIOR HOUSING Device Graphs Pressure vs. Flow Function Design Area: 5; Supply Ref.: 1; Supply Name:1 01 Flow, gpm Pressure Loss Function Design Area: 5; BFP Ref.: 3781 (WILKINS 375DA, Size = 8); Inlet Node: SF-I; Outlet Node: BF-0 Flow, gpm File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 18 I I I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Pressure Loss Function Design Area: 5; Valve Ref.: 3778 (GLOBE UMC, Size = 3); Inlet Node: R24; Outlet Node: R2-0 Device Graphs Flow, gpm Pressure Loss Function Design Area: 5; Valve Ref.: 3780 (CV-IF Check, Size = 6); Inlet Node: CK-I; Outlet Node: CK-O Flow, gpm File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 19 I I I I I I I I I I I I I I I I I I I HYDRAULIC CALCULATIONS for Job Information Project Name: CARLSBAD SENIOR HOUSING Contract No. : C7572 City: CARLSBAD, CA 92008 Project Location: 5592 EL CAMINO REAL Date: 1/7/2020 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE.STE; 101 City: SANJTEE, CA. 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 6 Remote Area Location ASSISTED LIVING LOWER LEVEL (KITCHEN) Occupancy Classification NFPA13 Density (gpm/ft2) 0.15 Area of Application (if2) 2210 Coverage per Sprinkler (ft2) 130 Number of Calculated Sprinklers 17 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 598.1 Required Pressure at Source (psi) 73.9 Type of System Wet Volume - Entire System (gal) 2397.9 gal Water Supply Information Date 11/25/2019 Location EL CAMINO REAL NORTH OF COUGAR DRIVE Source 1 Notes File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 1 Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 6 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lb•s/ft2 ) Water Supply Parameters Supply 1: 1 Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 106 3800 86 Node atSource Static Pressure I Residual Pressure I Flow I I Available I Pressure I I Total Demand I I I Required Pressure (psi) I (psi) (gpm) I I I (psi) (gpm) I (psi) I 1 106 86 3800 105.3 598.1 73.9 Hoses Inside Hose Flow/ Standpipe Demand (gpm) 250 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 250 Sprinklers Ovehead Sprinkler Flow (gpm) 348.1 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 348.1 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 46.4 BOR -Flow (gpm) 348.1 Demand w/o System Pump(s) N/A File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 2 - - - - - - - - - - m - - - - = iii: m - Job: CARLSBAD SENIOR HOUSING File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR Date 1/7/2020 HOUSING-building newwwwwwwww.dwg Page 3 Copyright© 2002-2012 Tyco Fire Protection Products Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 6 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 -Static 0 106 S2 Supply point #2 - Residual 3800 86 Di Elevation Pressure 0 10 D2 System Demand 598.1 73.9 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin Pressure (psi) I Flow (gpm) I Pressure (psi) I © Flow (gpm) Supply 105 741.2 31.5 598.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 601 Overhead 130 5.6 0.15 19.5 12.1 0.164 21.3 14.4 Sprinkler 602 Overhead 130 5.6 0.15 19.5 12.1 0.162 21.1 14.2 Sprinkler 603 Overhead 130 5.6 0.15 19.5 12.1 0.161 21 14 Sprinkler 604 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.161 20.9 14 605 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.159 20.7 13.7 606 Overhead 130 5.6 0.15 19.5 12.1 0.161 21 14 Sprinkler 607 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.159 20.7 13.6 608 Overhead 130 5.6 0.15 19.5 12.1 0.158 20.5 13.4 Sprinkler 609 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.154 20.1 12.8 610 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.153 19.9 12.6 611 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.156 20.3 13.1 612 Overhead 130 5.6 0.15 19.5 12.1 0.152 19.7 12.4 Sprinkler 613 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.15 19.5 12.1 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR l-IOUSING\C7572 CARLSBAD SENIOR HOUSING-building ne w.dwg Date 1/7/2020 Copynght© 2002-2012 Tyco Fire Protection Products Page 4 614 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.161 20.9 13.9 615 Overhead 130 5.6 0.15 19.5 12.1 0.152 19.7 12.4 Sprinkler 616 Overhead 130 5.6 0.15 19.5 12.1 0.159 20.7 13.6 Sprinkler 617 Overhead 130 5.6 0.15 19.5 12.1 0.155 20.2 13 Sprinkler 1 I I I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building nevw.dwg Date 1/7/2020 Copynght© 2002-2012 Tyco Fire Protection Products Page 5 I I I I I I I I I I I I I Job CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 613 20 5.6 19.5 1 lx(us.Tee-Br)=5 2.5 120 12.1 2643 22.5 19.5 1.049 5 0.1237 -1.1 7.5 0.9 2643 22.5 19.7 1.5 8.4 120 12 2641 22.5 39.2 1.728 0 0.0397 0 8.4 0.3 2641 22.5 19.7 1,5 7.32 120 12.3 2639 22.5 59 1.728 0 0.0845 0 7.32 0.6 2639 22.5 20.2 1.5 lx(us.90)=5.64 2.35 120 12.9 2638 22.5 79.2 1.728 5.64 0.1459 0 7.99 1.2 2638 22.5 0 3 5.92 120 14.1 2637 22.5 79.2 3.334 0 0.0059 0 5.92 0.0 2637 22.5 41.6 3 6.42 120 14.1 2636 22.5 120.7 3.334 0 0.013 0 6.42 0.1 2636 22.5 60.2 3 8.08 120 14.2 2634 22.5 180.9 3.334 0 0.0275 0 8.08 0.2 2634 22.5 41.2 3 4 120 14.4 2633 22.5 222.1 3.334 0 0.0401 0 4 0,2 2633 22.5 21 3 4 120 14.6 2632 22.5 243.1 3.334 0 0.0474 0 4 0.2 2632 22.5 41.6 3 4 120 14.8 2631 22.5 284.7 3.334 0 0.0636 0 4 0.3 2631 22.5 21 3 4 120 15 0009 22.5 305.7 3.334 0 0.0725 0 4 0.3 0009 22.5 42.4 3 lx(us.Tee-Br)=22.49 39.11 120 15.3 0021 21.42 348.1 3.334 2x(us.90)=20.99 43.48 0.0922 0.5 82,59 7.6 0021 21.42 -18.8 3 12.5 120 23.4 0572 21.42 329.2 3.334 0 0.0832 0 12.5 1 0572 21.42 18.8 3 lx(coupling)=1.5 19.38 120 24.4 R2-0 15.7 348.1 3.334 2x(us.90)=20.99 22.49 0.0922 2.5 41.87 3.9 R2-0 15.7 0 3 0.7 0 30.8 GLOBE UMC R2-I 15 348.1 0 0 3.1792 0.3 0.7 2.2 R2-I 15 0 3 lx(us.Tee-Br)=22.49 1.5 120 33.3 B2 14 348.1 3.334 lx(us.90)=10.49 32.98 0.0922 0.4 34.481 3.2 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I B2 14 0 4 lx(coupling)=1.39 328.03 120 36.9 BOR 24 348.1 4.31 14x(us.90)=195.12 196.51 0.0264 -4.3 524.54 13.9 BOR 24 0 6 lx(coupling)=1.73 10 140 46.4 SW 20 348.1 6.4 lx(us.90)=24.19 25.92 0.0029 1.7 35.92 0.1 SW 20 0 6 lx(coupling)=1.53 19.05 150 48.3 D14 20 348.1 6.08 2x(us.45)=21.4 22.92 0.0033 0 41.98 0.1 D14 20 0 6 ix(coupling)=1.73 1.04 140 48.4 CK-0 20 348.1 6.4 1.73 0.0029 0 2.77 0 CK-O 20 0 6 0.96 0 48.4 CV-1F Check CK-I 20 348.1 0 0 0.3348 0 " 0.96 0.3 CK-I 20 0 6 ix(coupling)=1.73 2 140 48.7 D13 20 348.1 6.4 1.73 0.0029 0 3.73 0.0 D13 20 0 6 1x(us.Tee-Br)=45.85 30.25 150 48.8 2 20 348.1 6.08 2x(us.45)=21.4 67.24 0.0033 0 97.5 0.3 2 20 0 8 ix(coupling)=2.86 642.7 150 49.1 D12 -3 348.1 7.98 2x(us.90)=51.44 136.46 0.0009 10 ix(elbow.22.5)=6.43 779.15 0.7 2x(us.45)= 25.72 ix(us.Tee-Br)= 50.01 D12 -3 0 8 ix(coupling)=3.52 6.08 140 59.7 BF-0 2 348.1 8.55 2x(us.90)=63.4 66.92 0.0007 -2.2 73.01 0.1 BF-0 2 0 8 2.5 0 57.6 WILKINS BF-I 2 348.1 0 0 5.6005 0 375DA 2.5 14 BF-I 2 0 8 ix(coupling)=3.52 8.58 140 71.6 Dli -3 348.1 8.55 2x(us.90)=63.4 66.92 0.0007 2.2 75.51 0.1 Dli -3 0 8 1x(us.Tee-Br)=50.01 17.67 150 73.8 1A -3 348.1 7.98 50.01 0.0009 0 67.68 0.1 1A -3 250 8 1 150 73.9 1 -3 598.1 7.98 0 0.0024 0 1 0 1 73.9 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copynght©2002-2012 TYCO Fire Protection Products Page 7 11 I I I I I I I I I I I I I I F_ L Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 612 20 5.6 19.7 1 lx(us.90)=2 2.5 120 12.4 2645 22.5 19.7 1.049 2 0.1265 -1.1 4.5 0.6 2645 22.5 0 1.5 6.26 120 11.9 2643 22.5 19.7 1.728 0 0.0111 0 6.261 1 0.1 2643 12 Path No: 3 615 20 5.6 19.7 1 lx(us.Tee-Br)=5 2.5 120 12.4 2641 22.5 19.7 1.049 5 0.1267 -1.1 7.5 1 2641 12.3 Path No: 4 610 20 5.6 19.9 1 lx(us.Tee-Br)=5 2.5 120 12.6 2658 22.5 19.9 1.049 5 0.128 -1.1 7.5 1 2658 22.5 20.1 1.5 14 120 12.5 2656 22.5 39.9 1.728 0 0.041 0 14 0.6 2656 22.5 20.3 1.5 lx(us.Tee-Br)=11.29 2.16 120 13 2636 22.5 60.2 1.728 11.29 0.0878 0 13.45 1.2 2636 14.2 Path No: 5 609 20 5.6 20.1 1 lx(us.90)=2 2.5 120 12.8 2660 22.5 20.1 1.049 2 0.1304 -1.1 4.5 0.6 2660 22.5 0 1.5 10 120 12.3 2658 22.5 20.1 1.728 0 0.0115 0 10 0.1 2658 12.5 Path No: 6 617 20 5.6 20.2 1 lx(us.Tee-Br)=5 2.5 120 13 2639 22.5 20.2 1.049 5 0.1321 -1.1 7.5 1 2639 12.9 Path No: 7 611 20 5.6 20.3 1 lx(us.Tee-Br)=5 2.5 120 13.1 2656 22.5 20.3 1.049 5 0.133 -1.1 7.5 1 2656 13 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 8 I I I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psit/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 608 20 5.6 20.5 1 lx(us.Tee-Br)=5 2.5 120 13.4 2665 22.5 20.5 1.049 5 0.1356 -1.1 7.5 1 2665 22.5 20.7 1.5 lx(us.Tee-Br)=11.29 14.16 120 13.3 2634 22.5 41.2 1.728 11.29 0.0434 0 25.451 1 1.1 2634 14.4 Path No: 9 616 20 5.6 20.7 1 lx(us.Tee-Br)=5 2.5 120 13.6 2649 22.5 20,7 1.049 5 0.1379 -1.1 7.5 1 2649 22.5 20.9 1.5 lx(us.Tee-Br)=11.29 0.99 120 13.6 2637 22.5 41.6 1.728 11.29 0.0442 0 12.28 0.5 2637 14.1 Path No: 10 607 20 5.6 20.7 1 lx(us.90)=2 2.5 120 13.6 2667 22.5 20.7 1.049 2 0.138 -1.1 4.5 0.6 2667 22.5 0 1.5 12 120 13.2 2665 22.5 20.7 1.728 0 0.0121 0 12 0.1 2665 13.3 Path No: 11 605 20 5.6 20.7 1 lx(us.Tee-Br)=5 2.5 120 13.7 2672 22.5 20.7 1.049 5 0.1385 -1.1 7.5 1 2672 22.5 20.9 1.5 lx(us.Tee-Br)=11.29 14.16 120 13.6 2632 22.5 41.6 1.728 11.29 0.0444 0 25.451 1 1.1 2632 14.8 Path No: 12 614 20 5.6 20.9 1 lx(us.90)=2 2.5 120 13.9 2652 22.5 20.9 1.049 2 0.1406 -1.1 4.5 0.6 2652 22.5 0 1.5 9.17 120 13.5 2649 22.5 20.9 1.728 0 0.0124 0 9.17 0.1 2649 13.6 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 copyright© 2002-2012 Tyco Fire Protection Products Page 9 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 13 604 20 5.6 20.9 1 lx(us.90)=2 2.5 120 14 2673 22.5 20.9 1,049 2 0.1409 -1,1 4.5 0,6 2673 22.5 0 1.5 12 120 13.5 2672 22.5 20.9 1.728 0 0.0124 0 121 1 0.1 2672 13.6 Path No: 14 606 20 5.6 21 1 lx(us.Tee-Br)=5 4.66 120 14 2633 22.5 21 1.049 lx(us.90)=2 7 0.1415 -1.1 11.66 1.7 2633 14.6 Path No: 15 603 20 5.6 21 1 2x(us.Tee-Br)=10 4.66 120 14 2631 22.5 21 1.049 10 0.1417 -1.1 14.66 2.1 2631 15 Path No: 16 602 20 5.6 21.1 1 lx(us.Tee-Br)=5 2.5 120 14.2 0006 22.5 21.1 1.049 5 0.1429 -1.1 7.5 1.1 0006 22.5 21.3 1.5 lx(us.Tee-Br)=11.29 14.16 120 14.2 0009 22.5 42.4 1.728 11.29 0.0458 0 25.451 1.2 0009 15.3 Path No: 17 601 20 5.6 21.3 1 lx(us.90)=2 2.5 120 14.4 0003 22.5 21.3 1.049 2 0.1454 -1.1 4.5 0.7 0003 22.5 0 1.5 12 120 14 0006 22.5 21.3 1.728 0 0.0128 0 121 1 0.2 0006 14.2 Path No: 18 GPM1 -3 250 8 1 150 73.9 1A -3 250 7.98 0 0.0005 0 1 0 1A 73.9 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww.dwg Date 117/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 10 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 19 0021 21.42 0 3 lx(coupling)=1.5 0.5 120 23.4 0569 21.42 18.8 3.334 1.5 0.0004 0 2 0 0569 21.42 0 2 1x(BM.Tee-Br)=10 4.18 150 23.4 0566 21 18.8 2.003 lx(BM.90)=10 20 0.0033 0.2 24.18 0.1 0566 21 -3,6 1.25 1x(BM.Tee-Run)=1 11.91 150 23.7 0530 21 15.2 1.394 lx(BM.90)=6 7 0.0129 0 18.91 0.2 0530 21 -2.4 1.25 1x(BM.Tee-Run)=1 9.21 150 23.9 0526 21.42 12.8 1.394 2x(BM.90)=12 19 0.0094 -0.2 1x(BM.Tee-Br)=6 28.211 0.3 0526 21.42 -0.4 1.25 2x(BM.Tee-Run)=2 10.03 150 24 0100 21.42 12.4 1.394 2 0.0089 0 12.03 0.1 0100 21.42 -2.6 1.25 2x(BM.Tee-Run)=2 15.33 150 24.1 0098 21.42 9.8 1.394 1x(BM.Tee-Br)=6 8 0.0057 0 23.33 0.1 0098 21.42 1.4 1.25 1x(BM.Tee-Run)=1 6.49 150 24.2 0093 21.42 11.1 1.394 1x(BM.Tee-Br)=6 7 0.0073 0 13.49 0.1 0093 21.42 7,7 2 4x(BM.Tee-Run)=4 25.17 150 24.3 2271 21.42 18.8 2.003 lx(coupling)=1.3 5.3 0.0033 0 30.46 0.1 2271 21.42 0 3 lx(us.Tee-Br)=22.49 0.5 120 24.4 0572 21.42 18.8 3.334 22.49 0.0004 0 22.99 0 0572 24.4 I I F~ I I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 11 I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psilh) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 20 0566 21 0 1.25 9x(BM.Tee-Run)=9 91.55 150 23.7 0553 21 3,6 1.394 1x(BM.Tee-Br)=6 27 0.0009 0 2x(BM.90)=12 118.55 0.1 0553 21 0 1 6x(BM.Tee-Run)=6 59.24 150 23.8 0541 22.17 3.6 1.101 4x(BM.90)=20 26 0.0029 -0.5 85.24 0.2 0541 22.17 2.4 1 lx(BM.Tee-Br)=5 8.09 150 23.5 0519 21.42 6 1.101 1x(BM.Tee-Run)=1 11 0.0073 0.3 lx(BM.90)=5 19.09 0.1 0519 21.42 -2.3 1.25 1x(BM.Tee-Br)=6 24.54 150 24 0516 21.42 3.7 1.394 lx(BM.90)=6 12 0.001 0 36.54 0.0 0516 21.42 -0.1 1.25 4x(BM.Tee-Run)=4 32.08 150 24 0509 21.42 3.6 1.394 1x(BM.Tee-Br)=6 10 0.0009 0 42.08 0.0 0509 21.42 -0.9 1.25 7x(BM.Tee-Run)=7 79.17 150 24.1 0123 21.42 2.7 1.394 7 0.0005 0 86.17 0.0 0123 21.42 -0.3 1.25 2x(BM.Tee-Run)=2 16.33 150 24.1 0127 21.42 2.5 1.394 2x(BM.90)=12 14 0.0004 0 30.33 0.0 0127 21.42 -1 1.25 1x(BM.Tee-Run)=1 8.67 150 24.1 0129 21.42 1.4 1.394 1x(BM.Tee-Br)=6 7 0.0002 0 15.67 0 0129 21.42 0 1 15x(BM.Tee-Run)=15 146.2 150 24.1 0012 22.17 1.4 1.101 lx(BM.90)=5 20 0.0005 -0.3 166.2 0.1 0012 22.17 -0.5 1.25 3x(BM.Tee-Run)=3 25.27 150 23.9 0022 22.17 0.9 1.394 3 0.0001 0 28.27 0 0022 22.17 -0.1 1.25 1x(BM.Tee-Run)=1 1 150 23.9 0023 22.17 0.8 1.394 1 0.0001 0 2 0 0023 22.17 0.1 1 5x(BM.Tee-Run)=5 47.45 150 23.9 0029 22.17 0.9 1.101 5 0.0002 0 52.45 0.0 0029 22.17 -0.1 1 9x(BM.Tee-Run)=9 80.25 150 23.9 0053 22.17 0.8 1.101 1x(BM.Tee-Br)=5 14 0.0002 0 94.25 0.0 0053 22.17 0.0 1.25 1x(BM.Tee-Run)=1 1.3 150 23.9 0054 22.17 0.8 1.394 1 0.0001 0 2.3 0 0054 22.17 -0.1 1.25 1x(BM.Tee-Run)=1 1.15 150 23.9 0055 22.17 0.7 1.394 1 0.0000 0 2.15 0 0055 22.17 0.1 1 11x(BM.Tee-Run)=11 95.64 150 23.9 0071 22.17 0.8 1.101 1x(BM.Tee-Br)=5 16 0.0002 0 111.64 0.0 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 12 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) Wpm) (in) (ft) (ft) (psi) (psi) 0071 22.17 -0.1 1.25 2x(BM.Tee-Run)=2 2.51 150 23.9 0073 22.17 0.7 1.394 2 0.0000 0 4.51 0 0073 22.17 0.1 1.25 4x(BM.Tee-Run)=4 35.48 150 23.9 0080 22.17 0.8 1.394 2x(BM.Tee-Br)=12 16 0.0001 0 51.48 0 0080 22.17 -0.2 1.25 2x(BM.Tee-Run)=2 5.38 150 23.9 0084 22.17 0.7 1.394 2 0.0000 0 7.38 0 0084 22.17 0.2 1.25 1x(BM.Tee-Run)=1 18.78 150 23.9 0087 22.17 0.8 1.394 lx(BM.Tee-Br)=6 7 0.0001 0 25.78 0 0087 22.17 1.3 1.25 lx(BM.Tee-Run)=1 3.17 150 23.9 0088 22.17 2.1 1.394 1 0.0003 0 4.171 0 0088 22.17 0.9 1.25 lx(BM.Tee-Br)=6 7.53 150 23.9 0090 21.42 3 1.394 lx(BM.90)=6 12 0.0006 0.3 19.53 0.0 0090 21.42 2.7 1.25 2x(BM.Tee-Run)=2 14,39 150 24.3 0092 21.42 5.8 1.394 2 0.0021 0 16.391 0.0 0092 21.42 1.9 1.25 lx(BM.Tee-Br)=6 2.17 150 24.3 0093 21.42 7.7 1.394 6 0.0037 0 8.17 0.0 0093 24.3 Path No: 21 0530 21 0 1.25 3x(BM.Tee-Run)=3 29.42 150 23.9 0533 21 2.4 1.394 3 0.0004 0 32.42 0.0 0533 21 0 1 3x(BM.Tee-Ruri)=3 44.24 150 23.9 0541 22.17 2.4 1.101 2x(BM.Tee-Br)=10 28 0.0013 -0.5 3x(BM.90)=15 1 72.241 1 0.1 0541 23.5 I I I I I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwww.dwg I Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 I I I I I I I I I I I I I Job CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 22 0526 21.42 0 1.25 2x(BM.Tee-Br)=12 14.5 150 24 0525 21.42 0.4 1.394 12 0.0000 0 26.5 0 0525 21.42 0.8 1 4x(BM.Tee-Run)=4 34.25 150 24 2368 21.42 1.3 1.101 5x(BM.90)=25 29 0.0004 0 63.25 1 0.0 2368 21.42 0.4 1 5x(BM.Tee-Run)=5 57.42 150 24 2378 21.42 1.7 1.101 1x(BM.Tee-Br)=5 30 0.0007 0 4x(BM.90)=20 87.42 0.1 2378 21.42 0.3 1 2x(BM.Tee-Run)=2 12.7 150 24.1 2417 21.42 1.9 1.101 lx(BM.90)=5 7 0.0009 0 19.7 0.0 2417 21.42 0.4 1 lx(BM.Tee-Br)=5 7.21 150 24.1 0114 21.42 2.4 1.101 5 0.0013 0 12.21 0.0 0114 21.42 1.6 1.25 2x(BM.Tee-Run)=2 9.51 150 24.1 0112 21.42 4 1.394 2 0.0011 0 11.51 0.0 0112 21.42 0.6 1.25 1x(BM.Tee-Run)=1 7.24 150 24.1 0111 21.42 4.6 1.394 1 0.0014 0 8.24 0.0 0111 21.42 2 1.25 1x(BM.Tee-Run)=1 1.31 150 24.1 0190 21.42 6.6 1.394 1 0.0027 0 2.31 0 0190 21.42 -0.9 1.25 2x(BM.Tee-Run)=2 14.02 150 24.1 0188 21.42 5.6 1.394 2 0.0021 0 16.02 0.0 0188 21.42 -1.4 1.25 2x(BM.Tee-Run)=2 8.67 150 24.2 0186 21.42 4.3 1.394 2 0.0012 0 10.67 0.0 0186 21.42 -1.9 1.25 2x(BM.Tee-Run)=2 16.78 150 24.2 0184 21.42 2.3 1.394 2 0.0004 0 18.78 0 0184 21.42 0.2 1.25 4x(BM.Tee-Run)=4 40.05 150 24.2 0236 21.42 2.6 1.394 4 0.0005 0 44.05 0.0 0236 21.42 -0.8 1.25 1x(BM.Tee-Run)=1 8.67 150 24.2 0237 21.42 1.8 1.394 1 0.0002 0 9.67 0 0237 21.42 -0.7 1.25 6x(BM.Tee-Run)=6 57.25 150 24.2 0244 21.42 1.1 1.394 lx(BM.90)=6 12 0.0001 0 69.25 0 0244 21.42 0.3 1.25 3x(BM.Tee-Run)=3 45.55 150 24.2 0248 21.42 1.4 1.394 1x(BM.Tee-Br)=6 9 0.0002 0 54.551 0 0248 21.42 -0.1 1.25 1x(BM.Tee-Run)=1 6.92 150 24.2 0249 21.42 1.3 1.394 1 0.0001 0 7.92 0 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/712020 Copyright © 2002-2012 Tyco Fire Protection Products Page 14 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) Wpm) (in) (ft) (ft) (psi) (psi) 0249 21.42 0.7 1.25 1x(BM.Tee-Run)=1 9.78 150 24.2 0250 21.42 2 1.394 1 0.0003 0 10.78 0 0250 21.42 -0.1 1.25 1x(BM.Tee-Run)=1 1.64 150 24.2 0251 21.42 1.9 1.394 1 0.0003 0 2.641 1 0 0251 21.42 0.8 1.25 4x(BM.Tee-Run)=4 42.45 150 24.2 0090 21.42 2.7 1.394 4 0.0005 0 46.45 0.0 0090 24.3 Path No: 23 0100 21.42 0 1.25 3x(BM.Tee-Run)=3 18.64 150 24.1 0104 21.42 2.6 1.394 3 0.0005 0 21.64 0.0 0104 21.42 -0.6 1.25 6x(BM.Tee-Run)=6 74.49 150 24.1 0111 21.42 2 1.394 1x(BM.Tee-Br)=6 12 0.0003 0 86.491 1 0.0 0111 24.1 Path No: 24 0519 21.42 0 1.25 2x(BM.Tee-Run)=2 43.38 150 24 0524 21.42 2.3 1.394 2 0.0004 0 45.38 0.0 0524 21.42 -0.8 1 2x(BM.Tee-Run)=2 13.75 150 24 2466 21.42 1.4 1.101 3x(BM.90)=15 22 0.0005 0 lx(BM.Tee-Br)=5 35.75 0.0 2466 21.42 0.1 1 1x(BM.Tee-Run)=1 11,75 150 24 2461 21.42 1.6 1.101 1 0.0006 0 12.75 0 2461 21.42 -0.4 1 6x(BM.Tee-Run)=6 59.17 150 24 2451 21.42 1.2 1.101 4x(BM.90)=20 31 0.0004 0 lx(BM.Tee-Br)=5 90.17 0.0 2451 21.42 -0.2 1 2x(BM.Tee-Br)=10 61.33 150 24.1 2393 21.42 1 1.101 4x(BM.90)=20 34 0.0003 0 4x(BM.Tee-Run)=4 95.33 0.0 2393 21.42 -0.3 1 1x(BM.Tee-Run)=1 11.09 150 24.1 2395 21.42 0.7 1.101 1x(BM.Tee-Br)=5 6 0.0001 0 17.09 0 2395 21.42 1.1 1 3x(BM.Tee-Run)=3 12.12 150 24.1 2398 21.42 1.8 1.101 3 0.0008 0 15.12 0.0 2398 21.42 -0.4 1 lx(BM.Tee-Br)=5 7.21 150 24.1 0122 21.42 1.3 1.101 5 0.0004 0 12.21 0 0122 21.42 0.3 1.25 7x(BM.Tee-Run)=7 79.67 150 24.1 0114 21.42 1.6 1.394 7 0.0002 0 86.67 0.0 0114 24.1 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 15 I I I I I I I I I I 11 I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES I frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 25 0516 21.42 0 1 2x(BM.Tee-Br)=10 58.5 150 24 2466 21.42 0.1 1.101 4x(BM.90)=20 38 0 0 8x(BM.Tee-Run)=8 96.5 0 2466 24 Path No: 26 0509 21.42 0 1 2x(BM.Tee-Run)=2 7.24 150 24.1 2445 21.42 0.9 1.101 2x(BM.Tee-Br)=10 12 0.0002 0 19.24 0 2445 21.42 0.2 1 8x(BM.Tee-Run)=8 61.33 150 24.1 2395 21.42 1.1 1.101 4x(BM.90)=20 28 0.0003 0 89.331 0.0 2395 24.1 Path No: 27 0123 21.42 0 1.25 1x(BM.Tee-Run)=1 7.24 150 24.1 0122 21.42 0,3 1.394 1x(BM.Tee-Br)=6 7 0 0 14.24 0 0122 24.1 Path No: 28 0127 21.42 0 1 15x(BM.Tee-Run)=15 108.93 150 24.1 0176 22.17 1 1.101 2x(BM.Tee-Br)=10 35 0.0003 -0.3 2x(BM.90)=10 143.93 0.0 0176 22.17 0.9 1 5x(BM.Tee-Run)=5 39.47 150 23.8 0182 22.17 2 1.101 1x(BM.Tee-Br)=5 10 0.0009 0 49.47 0.0 0182 22.17 -1 1.25 1x(BM.Tee-Br)=6 2.56 150 23.9 0011 22.17 1 1.394 6 0.0001 0 8.56 0 0011 22.17 0.5 1.25 1x(BM.Tee-Run)=1 140.8 150 23.9 0428 26.5 1.5 1.394 3x(BM.90)=18 19 0.0002 -1.9 159.8 0.0 0428 26.5 -0.3 1.25 1x(BM.Tee-Br)=6 146.29 150 22 0087 22.17 1.3 1.394 7x(BM.90)=42 48 0.0001 1.9 194.29 0.0 0087 23.9 Path No: 29 0012 22.17 0 1.25 2x(BM.Tee-Br)=12 8.31 150 23.9 0011 22.17 0.5 1.394 12 0.0000 0 20.31 0 0011 23.9 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 16 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 30 0022 22.17 0 1,25 4x(BM.90)=24 16.29 150 23.9 2484 26.5 0.1 1.394 1x(BM.Tee-Br)=6 30 0 -1.9 46.29 0 2484 26.5 0 1.25 2x(BM.Tee-Run)=2 13.37 150 22 0023 22.17 0.1 1.394 lx(BM.Tee-Br)=6 14 0 1.9 1x(BM.90)=6 1 27.371 1 0 0023 23.9 Path No: 31 0029 22.17 0 1 2x(BM.Tee-Run)=2 10.87 150 23.9 0333 22.17 0.1 1.101 1x(BM.Tee-Br)=5 7 0 0 17.87 0 0333 22.17 0.7 1 20x(BM.Tee-Run)=20 127.69 150 23.9 0312 22.17 0.8 1.101 lx(BM.90)=5 25 0.0002 0 152.69 0.0 0312 22.17 0.1 1 3x(BM.Tee-Run)=3 17.38 150 23.9 0293 22.17 0.9 1.101 3 0.0002 0 20.38 0 0293 22.17 0.1 1 8x(BM.Tee-Run)=8 44.09 150 23.9 0088 22.17 0.9 1.101 1x(BM.Tee-Br)=5 13 0.0002 0 57.09 0.0 0088 23.9 Path No: 32 0053 22.17 0 1.25 1x(BM.Tee-Br)=6 10.99 150 23.9 0425 22.17 0.0 1.394 1x(BM.Tee-Run)=1 7 0 0 17.99 0 0425 22.17 0.3 1.25 1x(BM.Tee-Br)=6 13.76 150 23.9 0244 21.42 0.3 1.394 lx(BM.90)=6 12 0 0.3 25.761 1 0 0244 24.2 Path No: 33 0054 22.17 0 1.25 3x(BM.90)=18 14.7 150 23.9 2470 26.5 0.1 1.394 2x(BM.Tee-Run)=2 26 0 -1.9 1x(BM.Tee-Br)=6 40.7 0 2470 26.5 0 1.25 1x(BM.Tee-Br)=6 15.12 150 22 0055 22.17 0.1 1.394 2x(BM.90)=12 18 0 1.9 33.12 0 0055 23.9 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright©2002-2O12Tyco Fire Protection Products Page 17 I I I I I I I I L111 I I I I I I I 1 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi½) Wpm) (in) (It) (ft) (psi) (psi) Path No: 34 0071 22.17 0 1.25 4x(BM.90)=24 29.02 150 23.9 2443 26.5 0.1 1.394 1x(BM.Tee-Run)=1 31 0 -1.9 1x(BM.Tee-Br)=6 60.02 0 2443 26.5 0 1.25 1x(BM.Tee-Br)=6 10.16 150 22.1 0073 22.17 0.1 1.394 2x(BM.90)=12 18 0 1.9 28.161 0 0073 23.9 Path No: 35 0080 22.17 0 1.25 4x(BM.90)=24 29.66 150 23.9 2432 26.5 0.2 1.394 1x(BM.Tee-Br)=6 30 0 -1.9 59.66 0 2432 26.5 0 1.25 1x(BM.Tee-Run)=1 22.39 150 22.1 0084 22.17 0.2 1.394 lx(BM.Tee-Br)=6 19 0 1.9 ____ 2x(BM.90)=12 41.39 0 0084 23.9 Path No: 36 0190 21.42 0 1 1x(BM.Tee-Run)=1 13.88 150 24.1 0176 22.17 0.9 1.101 2x(BM.Tee-Br)=10 16 0.0002 -0.3 lx(BM.90)=5 29.88 0 0176 23.8 Path No: 37 0188 21.42 0 1 2x(BM.Tee-Br)=10 94.64 150 24.2 0098 21.42 1.4 1.101 11x(BM.Tee-Run)=11 31 0.0005 0 2x(BM.90)=10 125.64 0.1 0098 24.2 Path No: 38 0186 21.42 0 1 2x(BM.Tee-Br)=10 94.64 150 24,2 0092 21.42 1.9 1.101 11x(BM.Tee-Run)=11 31 0.0009 0 2x(BM.90)=10 125.64 0.1 0092 24.3 Path No: 39 0236 21.42 0 1 2x(BM.Tee-Br)=10 94.64 150 24.2 0251 21.42 0.8 1.101 17x(BM.Tee-Run)=17 37 0.0002 0 2x(BM.90)=10 131.64 0.0 0251 24.2 Path No: 40 0237 21.42 0 1 4x(BM.Tee-Br)=20 97.39 150 24.2 0249 21.42 0.7 1.101 15x(BM.Tee-Run)=15 45 0.0001 0 2x(BM.90)=10 142.39 0.0 0249 24.2 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 18 11 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES I frict (Pf) (if) (gpm/psil/2) (gpm) (in) (if) (ft) (psi) (psi) Path No: 41 0248 21.42 0 1 1x(BM.Tee-Run)=1 8.22 150 24.2 0312 22.17 0.1 1.101 1x(BM.Tee-Br)=5 16 0 -0.3 2x(BM.90)=10 24.22 0 0312 23.9 Path No: 42 0250 21.42 0 1 1x(BM.Tee-Run)=1 7.53 150 24.2 0293 22.17 0.1 1.101 2x(BM.Tee-Br)=10 16 0 -0.3 lx(BM.90)=5 23.53 0 0293 23.9 Path No: 43 0104 21.42 0 1 10x(BM.Tee-Run)=10 83.23 150 24.1 0112 21.42 0.6 1.101 2x(BM.Tee-Br)=10 40 0.0001 0 4x(BM.90)=20 123.23 0.0 0112 24.1 Path No: 44 0524 21.42 0 1.25 1x(BM.Tee-Br)=6 13.17 150 24 0525 21.42 0.8 1.394 6 0.0001 0 19.17 0 0525 24 Path No: 45 2461 21.42 0 1 1x(BM.Tee-Br)=5 14.25 150 24 2368 21.42 0.4 1.101 1x(BM.Tee-Run)=1 11 0.0000 0 lx(BM.90)=5 25.25 0 2368 24 Path No: 46 2451 21.42 0 1 1x(BM.Tee-Run)=1 11.09 150 24.1 2445 21.42 0.2 1.101 1x(BM.Tee-Br)=5 6 0.0000 0 17.09 0 2445 24.1 Path No: 47 2393 21.42 0 1 9x(BM.Tee-Run)=9 69.5 150 24.1 2378 21.42 0.3 1.101 5x(BM.90)=25 34 0.0000 0 103.5 0 2378 24.1 Path No: 48 2398 21.42 0 1 10x(BM.Tee-Run)=10 81.17 150 24.1 2417 21.42 0.4 1.101 2x(BM.Tee-Br)=10 40 0.0001 0 4x(BM.90)=20 121.17 0 2417 24.1 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 19 I 11 I I I I I I I I I I 1 I 1 I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 49 0182 22.17 0 1 9x(BM.Tee-Run)=9 73.72 150 23.9 0333 22.17 0.7 1.101 lx(BM.Tee-Br)=5 14 0.0002 0 87.72 0.0 0333 23.9 Path No: 50 0182 22.17 0 1.25 lx(BM.Tee-Br)=6 13.88 150 23.9 0184 21.42 0.2 1.394 lx(BM.90)=6 12 0 0.3 25.88 0 0184 24.2 Path No: 51 0428 26.5 0 1.25 2x(BM.Tee-Br)=12 7.57 150 22 0425 22.17 0.3 1.394 2x(BM.90)=12 24 0 1.9 31.57 0 0425 23.9 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding * Maximum Velocity of 12.79 ft/s occurs in the following pipe(s): (0021-0009), (R2-0-0572), (132-112-I) " Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww.dwg Date 1/7/2020 Copyright 2002-2012 Tyco Fire Protection Products Page 20 Flow, gpm Pressure Loss Function Design Area: 6; BFP Ref.: 3781 (WILKINS 375DA, Size = 8); Inlet Node: 8F4; Outlet Node: BF-O Flow, gpm I I I I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Pressure vs. Flow Function Design Area: 6; Supply Ref.: 1; Supply Name:1 E ° :............................................................................................................. 0. IL Device Graphs Page 21 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright © 2002-2012 Tyco Fire Protection Products Job: CARLSBAD SENIOR HOUSING Device Graphs Pressure Loss Function Design Area: 6; Valve Ref.: 3778 (GLOBE UMC, Size = 3); Inlet Node: R24; Outlet Node: 112-0 M Flow, gpm Pressure Loss Function Design Area: 6; Valve Ref.: 3780 (CV-1F Check, Size = 6); Inlet Node: CK-l; Outlet Node: CK-O Flow, gpm File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 22 I I I I I I I I I I I I I I I I I I I HYDRAULIC CALCULATIONS for Job Information Project Name: CARLSBAD SENIOR HOUSING Contract No. : C7572 City: CARLSBAD, CA 92008 Project Location: 5592 EL CAMINO REAL Date: 1/7/2020 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE.STE; 101 City: SANTEE, CA. 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 7 Remote Area Location ASSISTED LIVING UPPER LEVEL (RESIDENTIAL) Occupancy Classification NFPA13 Density (gpm/ft2) 0.051 Area of Application (ft2) 1024 Coverage per Sprinkler (ft2) 256 Number of Calculated Sprinklers 4 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 152 Required Pressure at Source (psi) 47.5 Type of System Wet Volume - Entire System (gal) 1987.8 gal Water Supply Information Date 11/25/2019 Location EL CAMINO REAL NORTH OF COUGAR DRIVE Source 1 Notes File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright 2002-2012 Tyco Fire Protection Products Page 1 Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 7 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (Ib/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: 1 Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 106 3800 86 Node at Source I Residual Static Pressure I Pressure I I Flow I I Available I Pressure I I Total Demand I I I Required Pressure I (psi) I (psi) (gpm) I I (psi) I (gpm) I I (psi) 1 106 86 3800 105.9 152 47.5 Hoses Inside Hose Flow/ Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 52 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 52 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 22.6 BOR -Flow (gpm) 52 Demand w/o System Pump(s) N/A File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 2 - - - - - - - - - - - - - - - - - Job: CARLSBAD SENIOR HOUSING File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR Date 1/7/2020 HOUSING-building newwwwwwwww.dwg Page 3 Copyright 0 2002-2012 Tyco Fire Protection Products Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 7 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 -Static 0 106 S2 Supply point #2 - Residual 3800 86 Di Elevation Pressure 0 20.7 D2 System Demand 152 47.5 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin I Pressure (psi) I Flow (gpm) I Pressure (psi) I © Flow (gpm) Supply 105.8 284.1 58.5 152 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 701 Overhead Sprinkler 256 4.9 0.05 12.8 7 0.051 13.1 7.1 702 Overhead Sprinkler 256 4.9 0.05 12.8 7 0.051 13 7 703 Overhead Sprinkler 256 4.9 0.05 12.8 7 0.051 13 7 704 Overhead Sprinkler 256 4.9 0.05 12.8 7 0.051 13 7 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 4 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 704 44.75 4.9 13 1 2x(BM.Tee-Br)=10 3.67 150 7 0020 46.17 13 1.101 10 0.0304 -0.6 13.67 0.4 0020 46.17 -1.2 1 28x(BM.Tee-Run)=28 129.66 150 6.8 0072 46.17 11.8 1.101 2x(BM.90)=10 38 0.0254 0 167.66 4.3 0072 46.17 4.7 1.25 1x(BM.Tee-Run)=1 12.13 150 11.1 0118 46.17 16.4 1.394 1 0.0149 0 13.13 0.2 0118 46.17 5 1.25 lx(BM.Tee-Br)=6 0.67 150 11.3 0117 46.17 21.4 1.394 6 0.0243 0 6.67 0.2 0117 46.17 8 1.25 1x(BM.Tee-Run)=1 5.13 150 11.4 0115 46.17 29.3 1.394 lx(BM.Tee-Br)=6 7 0.0436 0 12.13 0.5 0115 46.17 22.7 2 1x(BM.Tee-Run)=1 2.67 150 11.9 T3 46.17 52 2.003 lx(coupling)=1.3 2.3 0.0216 0 4.96 0.1 T3 46.17 0 2.5 lx(coupling)=1.56 6.5 120 12 R3-0 40.17 52 2.705 lx(us.90)=9.36 10.92 0.0075 2.6 17.42 0.1 R3-0 40.17 0 2.5 0.67 0 14.8 GLOBE UMC R3-I 39.5 52 0 0 0.9317 0.3 *** 0.67 0.6 R3-I 39.5 0 2.5 2x(us.90)=18.72 1.5 120 15.7 B3 38.5 52 2,705 18.72 0.0075 0.4 20.22 0.2 B3 38.5 0 4 lx(coupling)=1.39 43.4 120 16.3 BOR 24 52 4.31 2x(us.90)=27.87 57.14 0.0008 6.3 1x(us.Tee-Br)=27.87 100.54 0.1 BOR 24 0 6 lx(coupling)=1.73 10 140 22.6 SW 20 52 6.4 lx(us.90)=24.19 25.92 0.0001 1.7 35.92 0 SW 20 0 6 lx(coupling)=1.53 19.05 150 24.4 D14 20 52 6.08 2x(us.45)=21.4 22.92 0.0001 0 41.98 0 D14 20 0 6 lx(coupling)=1.73 1.04 140 24.4 CK-0 20 52 6.4 1.73 0.0001 0 2.77 0 CK-O 20 0 6 0.96 0 24.4 CV-1F Check CK-I 20 52 0 0 0.0438 0 0.96 0.0 CK-I 20 0 6 lx(coupling)=1.73 2 140 24.4 D13 20 52 6.4 1.73 0.0001 0 3.73 0 D13 20 0 6 lx(us.Tee-Br)=45.85 30.25 150 24.4 2 20 52 6.08 2x(us.45)=21.4 67.24 0.0001 0 97.5 0 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 5 I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (It) (gpm/psi1/2) Wpm) (in) (It) (ft) (psi) (psi) Path No: I 2 20 0 8 ix(coupling)=2.86 642.7 150 24.4 D12 -3 52 7.98 2x(us.90)=51.44 136.46 0.0000 10 ix(elbow.22.5)=6.43 779.15 0.0 2x(us.45)=25.72 ix(us.Tee-Br)= 50.01 DI2 -3 0 8 ix(coupling)=3.52 6.08 140 34.4 BF-0 2 52 8.55 2x(us.90)=63.4 66.92 0.0000 -2.2 73.01 0 BF-0 2 0 8 2.5 0 32.3 WILKINS BF-I 2 52 0 0 5.2148 0 375DA 2.5 13 BF-I 2 0 8 ix(coupling)=3.52 8.58 140 45.3 Dli -3 52 8.55 2x(us.90)=63.4 66.92 0.0000 2.2 75.51 0 Dli -3 0 8 lx(us.Tee-Br)=50.01 17.67 150 47.5 1A -3 52 7.98 50.01 0.0000 0 67.68 0 1A -3 100 8 1 150 47.5 1 -3 152 7.98 0 0.0002 0 0 1 47.5 Path No: 2 703 44.75 4.9 13 1 lx(BM.Tee-Br)=5 3.67 150 7 0407 46.17 13 1.101 lx(BM.90)=5 10 0.0304 -0.6 13.67 0.4 0407 46.17 1.2 1 1x(BM.Tee-Run)=1 8.17 150 6.8 0357 46.17 14.2 1.101 lx(BM.Tee-Br)=5 6 0.0358 0 14.17 0.5 0357 46.17 14.9 1 3x(BM.Tee-Run)=3 16.04 150 7.3 0208 46.17 29.1 1.101 lx(BM.Tee-Br)=5 8 0.1353 0 24.04 3.3 0208 46.17 -10.3 1.25 1x(BM.Tee-Run)=1 10.67 150 10.6 0187 46.17 18.7 1.394 1 0.019 0 11.67 0.2 0187 46.17 -8.9 1.25 10x(BM.Tee-Run)=10 121.67 150 10,8 0110 46.17 9.8 1.394 10 0.0057 0 131.67 0.8 0110 46.17 12.9 1.25 ix(BM.Tee-Run)=i 7.67 150 11.5 0115 46.17 22.7 1.394 lx(BM.Tee-Br)=6 7 0.0271 0 ______ 14.67 0.4 0115 11.9 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwdwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 6 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 702 44.75 4.9 13 1 2x(BM.Tee-Br)=10 4.5 150 7 0362 46.17 13 1.101 10 0.0305 -0.6 14.5 0.4 0362 46.17 -1.8 1 18x(BM.Tee-Run)=18 158.44 150 6.9 0076 46.17 11.2 1.101 lx(BM.Tee-Br)=5 23 0.023 0 181.44 4.2 0076 46.17 -1.7 1.25 2x(BM.Tee-Run)=2 12.13 150 11.1 0078 46.17 9.5 1.394 2 0.0054 0 14.13 0.1 0078 46.17 -4.5 1.25 3x(BM.Tee-Br)=18 27.46 150 11.1 0118 46.17 5 1.394 5x(BM.90)=30 49 0.0016 0 1x(BM.Tee-Run)=1 76.461 1 0.1 0118 11.3 Path No: 4 701 44.75 4.9 13.1 1 lx(BM.Tee-Br)=5 2.79 150 7.1 0360 46.17 13.1 1.101 lx(BM.90)=5 10 0.0308 -0.6 12.79 0.4 0360 46.17 1.8 1 3x(BM.Tee-Run)=3 7.96 150 6.9 0357 46.17 14.9 1.101 3 0.0392 0 10.961 1 0.4 0357 7.3 Path No: 5 GPM1 -3 100 8 1 150 47.5 1A -3 100 7.98 0 0.0001 0 1 0 1A 47.5 Path No: 6 0020 46.17 0 1 1x(BM.Tee-Run)=1 10,56 150 6.8 0407 46.17 1.2 1.101 1 0.0004 0 11.56 0 0407 6.8 I 1 I I File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg I Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 7 F I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION I Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/z) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 7 0208 46.17 0 1.25 lx(BM.90)=6 2.5 150 10.6 0209 46.17 10.3 1.394 6 0.0063 0 8.5 0.1 0209 46.17 0 1 3x(BM.Tee-Run)=3 7.13 150 10.6 0212 46.17 10.3 1.101 3 0.0199 0 10.13 1 0.2 0212 46.17 -4.1 1 4x(BM.Tee-Run)=4 11.2 150 10.8 0217 46,17 6.2 1,101 lx(BM.Tee-Br)=5 9 0.0078 0 20.2 0.2 0217 46.17 0 1.25 6x(BM.Tee-Run)=6 37.17 150 11 0229 46.17 6.2 1.394 6 0.0025 0 43.17 0.1 0229 46.17 -1 1.25 1x(BM.Tee-Run)=1 2 150 11.1 0230 46.17 5.2 1.394 1 0.0018 0 3 0 0230 46.17 1 1.25 3x(BM.Tee-Run)=3 23.28 150 11.1 0233 46.17 6.2 1.394 3 0.0025 0 26.28 0.1 0233 46.17 -1.1 1.25 1x(BM.Tee-Run)=1 3.97 150 11.2 0234 46.17 5.1 1.394 1 0.0017 0 4,97 0 0234 46.17 1.1 1.25 4x(BM.Tee-Run)=4 40.03 150 11.2 0240 46.17 6.2 1.394 4 0.0025 0 44.03 0.1 0240 46.17 -1.1 1.25 1x(BM.Tee-Run)=1 3.97 150 11.3 0241 46.17 5.1 1.394 1 0.0017 0 4.97 0 0241 46.17 1.1 1.25 2x(BM.Tee-Run)=2 24.42 150 11.3 0107 46.17 6.2 1.394 lx(BM.Tee-Br)=6 8 0.0025 0 32.42 0.1 0107 46.17 2.5 1.25 2x(BM.Tee-Run)=2 11.2 150 11.4 0109 46.17 8.7 1.394 2 0.0046 0 13.2 0.1 0109 46.17 4.1 1.25 lx(BM.Tee-Br)=6 7.13 150 11.4 0110 46.17 12.9 1.394 6 0.0095 0 13.131 1 0.1 0110 11.5 Path No: 8 0187 46.17 0 1.25 2x(BM.Tee-Br)=12 7.66 150 10.8 0161 49.75 8.9 1.394 2x(BM.90)=12 24 0.0048 -1.6 31.66 0.2 0161 49.75 -3 1.25 lx(BM.Tee-Br)=6 154.71 150 9.4 0136 46.17 5.9 1.394 3x(BM.90)=18 24 0.0023 1.6 178.71 1 0.4 0136 46.17 2 1.25 1x(BM.Tee-Run)=1 10.34 150 11.3 0117 46.17 8 1.394 lx(BM.Tee-Br)=6 7 0.0039 0 17.34 0.1 0117 11.4 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building ne wdwg Date 1/7/2020 Copyright 2002-2012 Tyco Fire Protection Products Page 8 I I I I I I 1 I I I I I I 1 I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 0362 46.17 0 1 1x(BM.Tee-Run)=1 10.67 150 6.9 0360 46.17 1.8 1.101 1x(BM.Tee-Br)=5 6 0.0008 0 16.67 0.0 0360 6.9 Path No: 10 0076 46.17 0 1.25 2x(BM.Tee-Run)=2 12.78 150 11.1 0072 46.17 1.7 1.394 1x(BM.Tee-Br)=6 8 0.0002 0 20.78 0 0072 11.1 Path No: 11 0078 46.17 0 1 7x(BM.Tee-Run)=7 34.15 150 11.1 0102 46.17 4.5 1.101 lx(BM.90)=5 12 0.0044 0 46.15 0.2 0102 46.17 -2 1 2x(BM.Tee-Run)=2 12.8 150 11.3 0106 46.17 2.5 1.101 lx(BM.90)=5 7 0.0015 0 19.8 0.0 0106 46.17 0 1.25 1x(BM.Tee-Run)=1 2.38 150 11.4 0107 46.17 2.5 1.394 1 0.0005 0 3.38 0 0107 11.4 Path No: 12 0212 46.17 0 1 21x(BM.Tee-Run)=21 134.83 150 10.8 0109 46.17 4.1 1.101 2x(BM.Tee-Br)=10 31 0.0036 0 165.83 0.6 0109 11.4 Path No: 13 0229 46.17 0 1.25 5x(BM.90)=30 11.1 0274 46.17 1 1.394 lx(BM.Tee-Rurt)=1 0 1x(BM.Tee-Br)=6 61 0 0274 46.17 0 1.25 1x(BM.Tee-Br)=6 24h 2l 0 11.1 0230 46.17 1 1.394 0 60 0230 11.1 Path No: 14 0233 46.17 0 1.25 5x(BM.90)=30 32.05 150 11.2 0263 46.17 1.1 1.394 2x(BM.Tee-Run)=2 38 0.0001 0 1x(BM.Tee-Br)=6 70.05 0 0263 46.17 0 1.25 1x(BM.Tee-Br)=6 5.92 150 11.2 0234 46.17 1.1 1.394 6 0.0001 0 11.92 0 0234 11.2 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwwwdwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 9 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) Wpm/psi'/2) (gpm) (in) (if) (ft) (psi) (psi) Path No: 15 0240 46.17 0 1.25 5x(BM.90)=30 32.05 150 11.3 0247 46.17 1.1 1.394 2x(BM.Tee-Run)=2 38 0.0001 0 lx(BM.Tee-Br)=6 70.05 0 0247 46.17 0 1.25 lx(BM.Tee-Br)=6 5.92 150 11.3 0241 46.17 1.1 1.394 6 0.0001 0 11.921 10 0241 11.3 Path No: 16 0161 49.75 0 1.25 1x(BM.Tee-Run)=1 155.94 150 9.4 0072 46.17 3 1.394 4x(BM,90)=24 25 0.0006 1.6 180.94 0.1 0072 11.1 Path No: 17 0102 46.17 0 1 2x(BM.Tee-Run)=2 10.36 150 11.3 0136 46.17 2 1.101 lx(BM.Tee-Br)=5 7 0.001 0 17.36 0.0 0136 11.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding * Maximum Velocity of 9.79 ft/s occurs in the following pipe(s): (0208-0357) '" Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 10 CL Flow, gpm Flow, gpm I I 1 I I I I I I I I I I I I I I I I Job: CARLSBAD SENIOR HOUSING File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Pressure Loss Function Design Area: 7; BFP Ref.: 3780 (WILKINS 3750A, Size = 8); Inlet Node: BF-l; Outlet Node: BF-O Pressure vs. Flow Function Design Area: 7; Supply Ref.: 1; Supply Name:1 Device Graphs Page 11 File: Z:\ENGINEERING\3A.Project Files\C7572 CARLSBAD SENIOR HOUSING\C7572 CARLSBAD SENIOR HOUSING-building new vvwvAv.dwg Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Job: CARLSBAD SENIOR HOUSING Pressure Loss Function Design Area: 7; Valve Ref.: 3778 (GLOBE UMC, Size = 25); Inlet Node: R3-1; Outlet Node: R3-0 I 0.6 psi @52 gpml Flow, gpm Pressure Loss Function Design Area: 7; Valve Ref.: 3779 (CV-1F Check, Size = 6); Inlet Node: CK-I; Outlet Node: CK-O 4.5 .... .................. 3.5 25 .5 0.5 Flow, 9pm I Device Graphs I 1 I I I I I I I I I I I I 1 I I Page 12 IL I I Notes I File: C:\Users\derik\appdata\local\temp\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwwwj..j4049_6015.sv$ Copyright© 2002-2012 Tyco Fire Protection Products Page 1 Date 1/7/2020 HYDRAULIC CALCULATIONS for Job Information Project Name: CARLSBAD SENIOR HOUSING Contract No. : C7572 City: CARLSBAD, CA 92008 Project Location: 5592 EL CAMINO REAL Date: 1/7/2020 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE.STE; 101 City: SANTEE, CA. 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 8 Remote Area Location BUILDING C (ATTIC) Occupancy Classification NFPA13 Density (gpm/ft2) 0.157 Area of Application (ft2) 896 Coverage per Sprinkler (ft2) 160 Number of Calculated Sprinklers 7 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 247.9 Required Pressure at Source (psi) 70.9 Type of System Wet Volume - Entire System (gal) 1987.4 gal Water Supply Information Date 11/25/2019 Location EL CAMINO REAL NORTH OF COUGAR DRIVE Source 1 I I I I I I I I I I F", H I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 8 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lb•s/ft2) Water Supply Parameters Supply 1: 1 Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 106 3800 86 Node at Source I Residual Static Pressure I Pressure I I Flow I I Available I I Pressure I I Total Demand I I I Required Pressure I I (psi) I (psi) I (gpm) I (psi) I (gpm) I I (psi) I 1 106 86 3800 105.9 247.9 70.9 Hoses Inside Hose Flow/ Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 147.9 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 147.9 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 44.8 BOR -Flow (gpm) 147.9 Demand w/o System Pump(s) N/A File: C:\Users\derik\appdata\local\temp\C7572 CARLSBAD SENIOR HOUSING-building nevwwwwwww_1_14049_6015.sv$ Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 2 - - - - - - - - - - TEE - - = - - - = Job: CARLSBAD SENIOR HOUSING File: C:\Users\derik\appdata\local\tempC7572 CARLSBAD SENIOR HOUSING-building Date 1/7/2020 newwwwwwwww_1_14049_6015.sv$ Page 3 Copyright © 2002-2012 Tyco Fire Protection Products Job: CARLSBAD SENIOR HOUSING Hydraulic Analysis for: 8 Graph Labels Label Values Description Flow (gpm) Pressure (psi) 51 Supply point #1 -Static 0 106 S2 Supply point #2 - Residual 3800 86 Dl Elevation Pressure 0 22.9 D2 System Demand 247.9 70.9 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin Pressure (psi) I Flow (gpm) I I Pressure (psi) I © Flow (gpm) Supply 105.8 332.8 34.9 247.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psil/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 801 Overhead Sprinkler 128 5.6 0.05 6.4 12.8 0.161 20.6 13.6 802 Overhead Sprinkler 128 5.6 0.05 6.4 12.8 0.158 20.2 13 803 Overhead Sprinkler 128 5.6 0.05 6.4 12.8 0.157 20 12.8 804 Overhead Sprinkler 128 5.6 0.05 6.4 12.8 0.157 20 12.8 805 Overhead Sprinkler 128 5.6 0.05 6.4 12.8 0.158 20.2 13 806 Overhead Sprinkler 128 5.6 0.05 6.4 12.8 0.184 23.5 17.6 807 Overhead Sprinkler 128 5.6 0.05 6.4 12.8 0.182 23.3 17.3 File: C:\Users\derik\appdata\local\temp\C7572 CARLSBAD SENIOR HOUSING-building newwvwwww_1_14049_6015.sv$ Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 4 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/z) Wpm) (in) (ft) (ft) (psi) (psi) Path No: I 803 49.75 5.6 20 1.25 8 150 12.8 802 49.75 5.6 19.5 1.394 0 0.0206 0 8 0.2 802 49.75 5.6 20.2 1.25 8 150 13 801 49.75 5.6 39.7 1.394 0 0.0765 0 8 0.6 801 49.75 5.6 20.6 1.25 1x(BM.Tee-Run)=1 20.18 150 13.6 0161 49.75 60.3 1.394 lx(BM.90)=6 7 0.166 0 27.18 4.5 0161 49.75 -25.8 1.25 2x(BM.Tee-Br)=12 7.66 150 18.1 0187 46.17 34.5 1.394 2x(BM.90)=12 24 0.059 1.6 31.661 1.9 0187 46.17 -5 1.25 10x(BM.Tee-Run)=10 121.67 150 21.5 0110 46.17 29.5 1.394 10 0.0442 0 131.67 5.8 0110 46.17 35.4 1.25 1x(BM.Tee-Run)=1 7,67 150 27.3 0115 46.17 64.9 1.394 1x(BM.Tee-Br)=6 7 0.1899 0 14.67 2.8 0115 46.17 83 2 1x(BM.Tee-Run)=1 2.67 150 30.1 T3 46.17 147.9 2.003 lx(coupling)=1.3 2.3 0.1494 0 4.96 0.7 T3 46.17 0 2.5 lx(coupling)=1.56 6.5 120 30.9 113-0 40.17 147.9 2.705 lx(us.90)=9.36 10.92 0.0523 2.6 17.42 0.9 R3-0 40.17 0 2.5 0.67 0 34.4 GLOBE UMC R3-I 39.5 147.9 0 0 2.7501 0.3 0.67 1.8 R3-I 39.5 0 2.5 2x(us.90)=18.72 1.5 120 36.5 B3 38.5 147.9 2.705 18.72 0.0523 0.4 20.22 1.1 B3 38.5 0 4 lx(coupling)=1.39 43.4 120 38 BOR 24 147.9 4.31 2x(us.90)=27.87 57.14 0.0054 6.3 lx(us.Tee-Br)=27.87 100.54 0.5 BOR 24 0 6 lx(coupling)=1.73 10 140 44.8 SW 20 147.9 6.4 lx(us.90)=24.19 25.92 0.0006 1.7 35.92 0.0 SW 20 0 6 lx(coupling)=1.53 19.05 150 46.6 D14 20 147.9 6.08 2x(us.45)=21.4 22.92 0.0007 0 41.98 0.0 D14 20 0 6 lx(coupling)=1.73 1.04 140 46.6 CK-0 20 147.9 6.4 1.73 0.0006 0 2.77 0 CK-O 20 0 6 0.96 0 46.6 CV-1F Check CK-I 20 147.9 0 0 0.1284 0 *** 0.96 0.1 CK-I 20 - 0 6 lx(coupling)=1.73 2 140 46.7 D13 20 147.9 6.4 1.73 0.0006 0 3.73 0 File: C:\Users\derik\appdata\local\temp\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwww,,,1,,14049_6015.sv$ Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 5 I I I F] I I I I I I I I 1 I I I I I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: I D13 20 0 6 lx(us.Tee-Br)=45.85 30.25 150 46.7 2 20 147.9 6.08 2x(us.45)=21.4 67.24 0.0007 0 97.5 0.1 2 20 0 8 lx(coupling)=2.86 642.7 150 46.8 D12 -3 147.9 7.98 2x(us.90)=51.44 136.46 0.0002 10 lx(elbow,22.5)=6.43 779.15 0.1 2x(us.45)= 25.72 lx(us.Tee-Br) =50.01 D12 -3 0 8 lx(coupling)=3.52 6.08 140 56.9 BF-0 2 147.9 8.55 2x(us.90)=63.4 66.92 0.0001 -2.2 73.01 0.0 BF-0 2 0 8 2.5 0 54.7 WILKINS BF-I 2 147.9 0 0 5.6041 0 375DA 2.5 14 BF-I 2 0 8 lx(coupling)=3.52 8.58 140 68.7 Dli -3 147.9 8.55 2x(us.90)=63.4 66.92 0.0001 2.2 75.51 0.0 Dli -3 0 8 lx(us.Tee-Br)=50.01 17.67 150 70.9 1A -3 147.9 7.98 50.01 0.0002 0 67.68 0.0 1A -3 100 8 1 150 70.9 1 -3 247.9 7.98 0 0.0005 0 0 1 70.9 Path No: 2 803 49.75 5.6 20 1.25 8 150 12.8 804 49.75 5.6 0.5 1.394 0 0.0000 0 8 0 804 49.75 5.6 20 1.25 8 150 12.8 805 49.75 5.6 20.5 1.394 0 0.0225 0 8 0.2 805 49.75 5.6 20.2 1.25 1x(BM.Tee-Run)=1 103.75 150 13 0072 46.17 40.7 1.394 3x(BM.90)=18 19 0.0801 1.6 122.75 9.8 0072 46.17 2.4 1.25 1x(BM.Tee-Run)=1 12.13 150 24.4 0118 46.17 43.1 1.394 1 0.0889 0 13.13 1.2 0118 46.17 12.4 1.25 lx(BM.Tee-Br)=6 0.67 150 25.5 0117 46.17 55.5 1.394 6 0.142 0 6.67 0.9 0117 46.17 27.5 1.25 1x(BM.Tee-Run)=1 5.13 150 26,5 0115 46.17 83 1.394 1x(BM.Tee-Br)=6 7 0.2995 0 12.13 3.6 0115 30.1 File: C:\Users\derik\appdata\local\temp\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww_1_14049_6015.sv$ Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 6 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi½) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 3 807 46.17 5.6 23.3 1 1x(BM.Tee-Br)=5 3.08 150 17.3 0326 46.17 23.3 1.101 5 0.0901 0 8.08 0,7 0326 46.17 -9.6 1 19x(BM.Tee-Run)=19 166.19 150 18.1 0076 46.17 13.7 1.101 1x(BM.Tee-Br)=5 24 0.0336 0 190.19 6.4 0076 46.17 9.1 1.25 2x(BM.Tee-Run)=2 12.13 150 24.5 0078 46.17 22.8 1.394 2 0.0274 0 14.13 0.4 0078 46.17 -10.4 1.25 3x(BM.Tee-Br)=18 27.46 150 24.9 0118 46.17 12.4 1.394 5x(BM.90)=30 49 0.0088 0 1x(BM.Tee-Run)=1 76.461 0.7 0118 25.5 I I I I I I I I I I File: C:\Users\derik\appdata\local\temp\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww_1_14049_6015.sv$ I Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 7 1 I I [1 I I Job CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 4 806 46.17 5.6 23.5 1 1x(BM.Tee-Br)=5 2.08 150 17.6 0325 46.17 23.5 1.101 5 0.0914 0 7.08 0.6 0325 46.17 9.6 1 2x(BM.Tee-Run)=2 6.04 150 18.3 0357 46.17 33.1 1.101 2 0.1725 0 8,04 1.4 0357 46.17 -11.5 1 3x(BM.Tee-Run)=3 16.04 150 19.6 0208 46.17 21.6 1.101 1x(BM.Tee-Br)=5 8 0.0784 0 24.04 1.9 0208 46.17 5 1.25 lx(BM.90)=6 2.5 150 21.5 0209 46.17 26.6 1.394 6 0.0365 0 8.5 0.3 0209 46.17 0 1 3x(BM.Tee-Run)=3 7.13 150 21.8 0212 46.17 26.6 1.101 3 0.1151 0 10.13 1.2 0212 46.17 -10.7 1 4x(BM.Tee-Run)=4 11.2 150 23 0217 46.17 16 1.101 1x(BM.Tee-Br)=5 9 0.0446 0 20.2 0.9 0217 46.17 0 1.25 6x(BM.Tee-Run)=6 37.17 150 23.9 0229 46.17 16 1.394 6 0.0141 0 43.17 0.6 0229 46.17 -2.5 1.25 1x(BM.Tee-Run)=1 2 150 24.5 0230 46.17 13.5 1.394 1 0.0103 0 3 0.0 0230 46.17 2.5 1.25 3x(BM.Tee-Run)=3 23.28 150 24.5 0233 46.17 16 1.394 3 0.0141 0 26.28 0.4 0233 46.17 -2.9 1.25 1x(BM.Tee-Run)=1 3.97 150 24.9 0234 46.17 13.1 1.394 1 0.0098 0 4.97 0.0 0234 46.17 2.9 1.25 4x(BM.Tee-Run)=4 40.03 150 25 0240 46.17 16 1.394 4 0.0141 0 44.03 0.6 0240 46.17 -2.9 1.25 1x(BM.Tee-Run)=1 3.97 150 25.6 0241 46.17 13.1 1.394 1 0.0098 0 4.97 _______ 0.0 0241 46.17 2.9 1.25 2x(BM.Tee-Run)=2 24.42 150 25.6 0107 46.17 16 1.394 1x(BM.Tee-Br)=6 8 0.0141 0 32.42 0.5 0107 46.17 8.7 1.25 2x(BM.Tee-Run)=2 11.2 150 26.1 0109 46.17 24.7 1.394 2 0.0317 0 13.2 0.4 0109 46.17 10.7 1.25 1x(BM.Tee-Br)=6 7.13 150 26.5 0110 46.17 35.4 1.394 6 0.0617 0 13.1 0.8 0110 27.3 File: C:\Users\derik\appdata\local\temp\C7572 CARLSBAD SENIOR HOUSING-building rtewwwwwww_1_14049_6015.sv$ Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 8 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps0/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 GPM1 -3 100 8 1 150 70.9 1A -3 100 7.98 0 0.0001 0 1 0 1A 70.9 Path No: 6 0161 49.75 0 125 1x(BM.Tee-Br)=6 154.71 150 18.1 0136 46.17 25.8 1.394 3x(BM.90)=18 24 0.0345 1.6 178.71 6.2 0136 46.17 1,7 1.25 1x(BM.Tee-Run)=1 10.34 150 25.8 0117 46.17 27.5 1.394 1x(BM.Tee-Br)=6 7 0.0388 0 17.341 1 0.7 0117 26.5 Path No: 7 0187 46.17 0 1.25 1x(BM.Tee-Run)=1 10,67 150 21.5 0208 46.17 5 1.394 1 0.0016 0 11.67 0.0 0208 21.5 Path No: 8 0072 46.17 - 0 1.25 2x(BM.Tee-Run)=2 12.78 150 24.4 0076 46.17 9.1 1.394 lx(BM.Tee-Br)=6 8 0.005 0 20.78 0.1 0076 24.5 Path No: 9 0326 46.17 0 1 1x(BM.Tee-Run)=1 4.83 150 18.1 0325 46.17 9.6 1.101 lx(BM.Tee-Br)=5 6 0.0175 0 10.83 0.2 0325 18.3 Path No: 10 0078 46.17 0 1 7x(BM.Tee-Run)=7 34.15 150 24.9 0102 46.17 10.4 1.101 lx(BM.90)=5 12 0.0203 0 46.15 0.9 0102 46.17 -1.7 1 2x(BM.Tee-Run)=2 12.8 150 25.8 0106 46.17 8.7 1.101 lx(BM.90)=5 7 0.0146 0 19.8 0106 46.17 0 1.25 1x(BM.Tee-Run)=1 2.38 150 26.1 0107 46.17 8.7 1.394 1 0.0046 0 3.38 0.0 0107 26.1 File: C:\Users\derik\appdata\local\temp\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww_1_14049_6015.sv$ Date 1/7/2020 Copynght© 2002-2012 Tyco Fire Protection Products Page 9 Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 11 0357 46.17 0 1 31x(BM.Tee-Run)=31 148.38 150 19.6 0072 46.17 11.5 1.101 2x(BM.90)=10 46 0.0243 0 1x(BM.Tee-Br)=5 194.38 4.7 0072 24.4 Path No: 12 0212 46.17 0 1 21x(BM.Tee-Run)=21 134,83 150 23 0109 46.17 10.7 1.101 2x(BM.Tee-Br)=10 31 0.0212 0 165.83 3.5 0109 26.5 Path No: 13 0229 46.17 0 1.25 4x(BM.90)=24 23.58 150 24.5 0227 47.17 2.5 1.394 1x(BM.Tee-Run)=1 31 0.0005 -0.4 1x(BM.Tee-Br)=6 54.58 0.0 0227 47.17 0 1.25 1x(BM.Tee-Br)=6 1.42 150 24.1 0230 46.17 2.5 1.394 lx(BM.90)=6 12 0.0005 0.4 13.421 1 0 0230 24.5 Path No: 14 0233 46.17 0 1.25 4x(BM.90)=24 31.05 150 24.9 0216 47.17 2.9 1.394 2x(BM.Tee-Run)=2 32 0.0006 -0.4 lx(BM.Tee-Br)=6 63.05 0.0 0216 47.17 0 1.25 lx(BM.Tee-Br)=6 6.92 150 24.5 0234 46.17 2.9 1.394 lx(BM.90)=6 12 0.0006 0.4 ______ 18.92 0.0 0234 25 Path No: 15 0240 46.17 0 1.25 4x(BM.90)=24 31.05 150 25.6 0202 47.17 2.9 1.394 2x(BM.Tee-Run)=2 32 0.0006 -0.4 lx(BM.Tee-Br)=6 63.05 0.0 0202 47.17 0 1.25 1x(BM.Tee-Br)=6 6.92 150 25.2 0241 46.17 2.9 1.394 lx(BM.90)=6 12 0.0006 0.4 18.921 0.0 0241 25.6 Path No: 16 0102 46.17 0 1 2x(BM.Tee-Run)=2 10.36 150 25.8 0136 46.17 1.7 1.101 lx(BM.Tee-Br)=5 7 0.0007 0 17.36 0.0 0136 25.8 File: C:\Users\derik\appdata\Iocal\temp\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww,,1_14049_6015.sv$ Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 10 I Job: CARLSBAD SENIOR HOUSING Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.45 ft/s occurs in the following pipe(s): (0115-0117) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. I I I I I I I I I I I I File: C:\Users\derik\appdata\local\temp\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww_1_14049_6015.sv$ Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 11 I I I I LI Job: CARLSBAD SENIOR HOUSING Pressure vs. Flow Function Design Area: 8; Supply Ref.: 1; Supply Name:1 Flow, gpm Pressure Loss Function esign Area: 8; BFP Ref.: 3780 (VLKINS 3750A, Size = 8); Inlet Node: BF-l; Outlet Node: BF-0 7] .......f...... ................... Flow, gpm File: C:\Users\derik\appdata\Iocal\temp\C7572 CARLSBAD SENIOR HOUSING-building newwwwwww_1_14049_6015.sv$ Date 1/7/2020 Copyright 2002-2012 Tyco Fire Protection Products I Device Graphs I I I I I I I I I I I I I I I I I Page 12 I I I I I I I I I I I 1 I I I I I I I Job: CARLSBAD SENIOR HOUSING Pressure Loss Function Design Area: 8; Valve Ref.: 3778 (GLOBE UMC, Size = 2.5); Inlet Node: R3-1; Outlet Node: R3-0 Device Graphs Flow, gpm Pressure Loss Function Design Area: 8; Valve Ref.: 3779 (CV-1F Check, Size = 6); Inlet Node: CK-l; Outlet Node: CK-O Flow, gpm File: C:\Users\derik\appdata\IocaI\temp\C7572 CARLSBAD SENIOR HOUSING-building newwwwwwwww_1_14049_6015.sv$ Date 1/7/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 13