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Home My WebLink About3248 LIONSHEAD AVE; ; FPC2016-0036; PermitPERMIT REPORT (r7c ity of Carlsbad Print Date: 12/02/2020 Permit No: FPC2016-0036 Job Address: 3248 LIONSHEAD AyE, CARLSBAD, CA 92010 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2218811700 Track #: Valuation: $2,915,915.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check U: Project Title: RACEWAY LOT 16 SHELL BUILDING Description: RACEWAY LOT 16- NEW SPRINKLER SYSTEM INSTALLATION 2 SYSTEMS: EAST / WEST Fire Sprinklers Applied: 12/12/2016 Issued: 02/07/2017 DEV16002 Finaled Close Out: 12/02/2020 Inspector: Final Inspection: FPContractor: JGTATE FIRE PROTECTION SYSTEMS INC-INACTIVE 13771 DANIELSON ST, U STE I P0 WAY, CA 92064-6896 (858) 486-0900 FEE AMOUNT FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00 FIRE NFPA 13 System> 100 heads (includes 1 riser)$724.00 Total Fees: $1,556.00 Total Payments To Date: $1,556.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov Ffci.o(6 005G. Hydraulic Calculations For Raceway Lot 16 3248 Lionshead Ave. Carlsbad, CA Submitted By: J.G. Tate Fire Protection Systems Inc. 13771 Danielson St. Suite F Poway, CA 92064 FIRE FLOW ANALYSIS FOR: Carlsbad Raceway Lot 16 Fire Main SDP 16-02 Prepared For: Badiee Development Prepared By: U. No. 45629 Robert Dentino ENGINEERING LAND PLANNING ENGINEERING SURVEYING 440 STATE PLACE, ESCONDIDO, CA 92029 PH (760)745.8118 FX (760)745.1890 Excel Reference No.: 15-064 Date: July 6, 2016 FILE COPY PURPOSE/PROJECT DESCRIPTION This water system analysis was conducted to check the capacities of the proposed on site private underground fire distribution system that will serve the proposed 53,500 square foot (SF) commercial building. The proposed underground fire system has been designed to support a high bay warehouse. The proposed private fire main will consist of a 8" Polyvinyl chloride (PVC) fire main that will service 3-6" hydrants, along with the sprinkler system in the proposed building. CRITERIA AND METHODOLOGY The modeling of the onsite fire service lines was completed using the EPANET 2.0 program (EPANET). Usage of the underground fire plans by excel engineering provided the scaled distances for the project. The schematic used in EPANET can be found on Attachment 1. Available Pressures in the Street A water availability form for the project was provided by the Carlsbad Fire Department. This form lists the available flow capacity of the existing pipeline in Lionshead Avenue. This form is included in Attachement 4 of this report. Head Loss Across Fittings Minor loses encountered in the Ductile Iron Pipe (DIP) fittings along the pipelines were neglected in the model (i.e. elbows, tees, etc.); The head loss (HI) across the backflow, apparatus was addressed and modeled using the method described below. The Ames double check detector assembly (DCDA) was modeled as a general purpose valve (GPV) in series with a check valve. The HI curve can be found on the specification sheet for the Watts DCDA on Attachment 2. This information was used to develop Figure 1 below, which displays the HL curve created for usage in EPANET to model the flow within the system. Additional information for the proposed backflow device can be found on Attachment 2. ZT 1__ y Curve ID Decrptôri - IF - Fm es 8'DCDA -- Cum Type I.qunor. 1EADLOSS I Flow H eadfass I 0 4.9 250 111 / I 500 9.5 ( 73 9.2 1000 9.2 0 E 1.O0 1 2W0 1250 7.4 Fig. 2: HL Curve for the 8" AMES DCDA Roughness Coefficients A Hazen-Williams roughness coefficient value of 150 was used for the PVC pipes in the system. Modeled Demand Flows To ensure the onsite hydraulics can supply adequate flow to the system during a fire event, Excel Engineering tested the main scenario. With the fire flow system criteria provided in the NFPA guidelines, the following test scenario was conducted: Scenario 1— For this scenario, a demand of 1,500 gpm was supplied to the buildings fire sprinkler system. CALCULATONS AND CONCLUSIONS This performed analysis confirms that the underground tire distribution system will be adequate to provide fire flows to the site for the scenario in accordance with the following requirements: Minimum residual pressure for the project shall be 20 pounds per square inch (psi) during fire flow demand. Pipe velocities shall not exceed 10 feet per second (fps). The velocity and pressure requirements were met for this project. For this scenario, the highest velocity found in the system was in multiple pipes. This velocity was recorded as 9.57 fps. See Attachment 3. Minimum Pressure -For this scenario, the minimum pressure in the system is found in Junction 7. The recorded pressure was 115.04 psi. See Attachment 3. Attachment I Site Schematic EPANET Node/Link Map 15-064 Carlsbad Raceway Lot 16 Fire tine HYDRANT JUNC 6 PIPE/LINK 5 PIPE/LINK 6 FIRE SPRINKLER SERVICE CONNECTION JUNC 7 \ \ PIPE/LINK 8 HYDRANT JUNC 5 HYDRANT JUNC 8 PIPE/LINK 4 JUNC 4 N 9 IPE/LINK 3 CONNECTION TO PUBLIC LINE JUNC 1 DCDA JUNC 2 TO 3 PIPE/LINK 1 Attachment 2 - Backflow Device Manufacturer's Info 4 ES-A-3000SS %arioQ 'uinnsc A M E S flniihle Cheek Defector Assemblies Sizes: 211211 - 1211 (65 - 300mm) Series 3000SS Double Check DetectorAssemblies are designed for use in accordance with water utility non-health hazard containment requirements. It is mandatory to prevent the reverseftowoffireprotectionsystemsubstances, i.e.,glycerinwetting agents, stagnantwater and water of non-potable quality from being pumped or siphoned into the potable water supply. Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a drinking water supply. Degree of hazard present is determined by the local authority having jurisdiction. The main valve body shall be manufactured from 300 Series stainless steel to provide corrosion resistance, 100% lead free through the waterway. The double check detector assembly consists of two independently operat- ing, spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shutoff valves and required test cocks. Each cam-check shall be internally loaded and provide a positive drip tight closure against reverse flow. Cam-check includes a stainless steel cam arm and spring, rubber faced disc and a replaceable seat. There shall be no brass or bronze parts used within the cam-check valve assembly. The check valve seats shall be of molded thermoplastic construction. The use of seat screws as a retention method is prohibited. All internal parts shall be accessible through a single cover on the valve assembly. The valve cover shall be held in place through the use of a single grooved style two-bolt coupling. The bypass line shall be hydraulically sized to accurately measure low flow. The bypass line shall con- sist of a meter, a small diameter double check assembly with test cocks and isolation valves. The bypass line double check valve shall have two independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be an Ames 3000SS. Materials All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: Noryle Flange dimension in accordance with AWWA Class D. NoryP Is a registered trademark of General Electric Company. It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult your local water authority, building and plumbing codes. Contractor Approval Contractor's P.O. No. Representative Features Cam-Check Assembly valve provides low head loss Short lay length is ideally suited for ret- rofit installations a Stainless Steel body is half the weight of competitive designs reducing installa- tion and shipping cost Stainless steel construction provides long term corrosion protection and maximum strength Single top access cover with two-bolt grooved style coupling for ease of main- tenance No special tools required for servicing Compact construction allows for smaller vaults and enclosures Furnished with %" x 3/4" bronze meter (gpm or cfm) Detects underground leaks and unauthorized water use Maybe installed horizontal or vertical "flow up" position Available Models Suffix: LG - less shutoff valves OSY - UL/FM outside stem and yoke resil- ient seated gate valves OSY FxG - flanged inlet gate connection and grooved outlet gate connection OSY GxF - grooved inlet gate connection and flanged outlet gate connection OSY GxG - grooved inlet gate connection and grooved outlet gate connection CFM cubic feet per minute GPM - gallons per minute meter Post Indicator plate and operating nut available - consult factory *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Job Name Job Location Engineer - Approval _ Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames resetves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. amesfirewater.com Pressure - Temperature Temperature Range: 33°F - 110°F (0.5°C - 43°C) Maximum Working Pressure: 175psi (12 bar) Capacity Flowcurvesastested byUnderwriters Laboratory perUL 1469,1996.' Rated flow UL Tested * ** Ia pi 21/211 (65mm) iJ . •• i • U_ _____. ._. u____• i-i t _r (Open) .0. 0 1-' I P Standards ASSE 1048, AWWA C510-92, GSA B64.5, UL 1469 Approvals UL Classified (OSY only), FM (sizes 21/2 - 10', OSY only) WA APPMHd G <~> I11i' I ff••••i i• 4 I•I I ______I A. 1_[fr24ifl • •• i •••••i U.. I I lill Oil 1114 1 1 II II ------ i I. _________ 1I14M( llatlldlitli in. mm In, A mm in. C (0S mm in. 0 mm in. aim L In. mm P M. mm a/Gates lb. kg. wla Gates lb. kg. 21h 65 37 965 16/e 416 31/i 89 10 250 22 559 121/2 318 155 70 68 31 3 80 38 965 18t8 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22/4 578 41h 114 10 250 22 559 141/i 368 240 109 73 33 6 150 431/2 1232 301/i 765 5'/2 140 15 381 271/i 699 151/2 394 390 177 120 54 8 200 52/2 1334 373/4 959 6/4 171 15 381 29112 749 181/2 44 572 259-1-1N 82 10 250 551/2 1410 1 453/4 1162 1 8 200 15 381 1 291/2 749 1 191/2 495 1 774 351 1 190 86 12 300 571/2 1461 1 531/8 1349 1 91/2 241 1 15 381 1 291/i 749 1 21 533 1 1044 474 1 220 100 A _ AM E S . I19001-20O8 FIRE 8c WATER WORKS amesflrewater. corn "-.--'- I CERTIFIED A Watts Water Technologies Company USA Backfiow- Tel: (916) 928-0123 • Fax: (916) 928-9333 Control Valves- Tel: (713) 943-0688 • Fax: (713) 944-9445 Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 Latin America: Tel: (52) 81-1001-8600 ES-A-3000SS 1410 0 2014 Ames Fire & Waterworks Attachment 3 - EPANET Analysis Result Summary Tables Network Table - Nodes Node ID Elevation ft Demand I GPM Head ft Pressure psi Junc 1 398.70 0.00 682.70 123.06 Junc2 401.22 0.00 681.93 121.63 junc 3 40122. 0.00 671 53 118.42 Junc4 402.65 0.00 67161 117.41 Junc5 403.78 0.00 671.82 116.14 Junc 6 403.58 0.00 669.72 115.32 Junc7 403.33 1500.00 668.83 115.04 Junc 8 403.20 0.00 669.794 115.51 Resvr 9 398.70 -1500.00 398.70 0.00 EPANET2 Page 1 : Network Table - Links Link ID Length ft Diameter in Roughness Flow GPM Velocity fps Pipe 1 26 8 150 1500.00 9.57 Pipe 3 31 8 150 1500.00 9.57 Pipe 289 8 150 643.49 4.11 Pipe 5 338 8 150 643.49 4.11 Pipe 6 144 8 150 643.49 4.11 Pipe 8 91 8 150 856.51 5.47 Pipe 9 363 8 150 856.51 5.47 Pump 7 - #N/A #N/A #N/A 1500.00 0.00 Valve 2 #N/A 8 #N/A 1500.00 9.57 EPA NET2 Page 1 Attachment 4 - Water Availability Form CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Lionshead SR#: (Assigned upon plan submittal) PROJECT ADDRESS: Lionshead Lot 16 CITY: Carlsbad PHONE: (760)745-8118 x231 (Excel Engineering) FAX NUMBER: (760) Largest Building (ft.2): Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Lionshead Ave TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 127 PSI Hydrant Number (if applicable): H61654 Elevation of test: 406 Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 8,000 GPM Residual Pressure 106 PSI At peak demand , this water system is capable of providing a fire flow discharge @ 20 psi greater than 8,000 gpm. 1Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: I have witnessed and/or reviewed this water flow information and by personal knowledge and/or on-site observation certify that the above information is correct. Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:______________________________________ ji Title/Org: Rroi.ectManager Date: 06/30/2016 Lionshead Lot 16 Fire Flow Availability 80 L 8. Cal 8.- 98" FJ GREY MVV.Kr-T - - 36° OV Lj Prepared By: Jennifer R. Mael, P.E. - MCS Date; Thursday, June 30, 2016 - - - Fire Protection b,, Computer Design JG TATE FIRE PROTECTION 13771 Danielson Street Suite F Poway, CA 92064 858 486-0900 Job Name : N16108-Roof System 1 Area 1 (ESFR) Building : FP-3 Location : 3248 Lionshead Ave., Carlsbad, CA 92010 System : 1 Contract : N16-108 Data File N16108-Roof System 1 Area 1 (ESFR).WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 JG TATE FIRE PROTECTION Page N16108-Roof System I Area 1 (ESFR) Date HYDRAULIC CALCULATIONS for Project name: Raceway Lot 16 Location: 3248 Lionshead Ave., Carlsbad, CA 92010 Drawing no: FP-3 Date: 1-23-17 Design Remote area number: I Remote area location: System 1 West Side Occupancy classification: Storage (Spec. Building) Density: - Gpm/SqFt Area of application: 12 HEADS - SqFt Coverage per sprinkler: 80 - Sq Ft Type of sprinklers calculated: Reliable Model N25 ESFR SSP SIN RA2916 No. of sprinklers calculated: 12 In-rack demand: 0 - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1866.1 -GPM @ 110.1 - Psi Type of system: Wet Pipe Volume of dry or preaction system: -Gal Water supply information Date: 06-30-2016 Location: Lionsheads Ave Source: Carlsbad Fire Dept. Name of contractor: JIG Tate Fire Protection Address: 13771 Danielson St. Suite F, Poway, CA 92064 Phone number: 858 486-0900 Name of designer: Rick Larsen Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C JG TATE FIRE PROTECTION Page 2 N16108-Roof System 1 Area 1 (ESFR) Date City Water Supply: Demand: Cl - Static Pressure : 127 Dl - Elevation : 13.075 C2 - Residual Pressure: 106 D2 - System Flow :1366.1 C2 - Residual Flow : 8000 D2 - System Pressure :110.071 Hose ( Demand) :500 D3 - System Demand :1866.1 Safety Margin : 15.508 150 140 130 2 P 120 R° E10° 90 580 U70 R6° E5° 40 30 20 --94-- 10 I I I I I I I 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary JG TATE FIRE PROTECTION Page 3 N16108-Roof System 1 Area 1 (ESFR) Date Fitting Legend Abbrev. Name 1/2 11/4 1% 2 21/2 3 31,4 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Presure I Flow Summary - STANDARD JG TATE FIRE PROTECTION Page 4 N16108-Roof System 1 Area 1 (ESFR) Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 1 30.85 55.93 na 2 30.85 56.04 na 3 30.85 56.15 na 4 30.85 56.26 na 5 30.85 56.37 na 6 30.85 57.48 na 7 29.08 58.46 na 8 29.29 58.54 na 9 29.5 58.63 na 10 29.71 58.74 na 11 29.91 58.88 na 12 30.12 59.03 na 13 30.33 59.21 na 14 30.54 61.94 na 15 30.54 62.26 na 16 30.33 62.72 na 17 30.12 63.22 na 18 29.91 63.76 na 19 29.87 63.88 na 20 29.87 68.4 na TORi 27.06 75.97 na BOR1 1.79 87.47 na BOR2 2.0 88.28 na UGA 0.0 89.82 na UG1 -3.0 91.57 na UG2 -3.0 94.8 na UG3 -3.0 96.9 na UG4 -3.0 99.22 na BF1 -3.0 100.84 na BF2 -3.0 108.04 na TEST 0.0 110.07 na HOSE -3.0 95.11 na 500.0 21 30.85 55.82 na 22 30.85 55.71 na 23 30.85 55.6 na 24 30.85 55.49 na 25 30.85 54.59 na 26 29.02 55.17 na 27 29.23 55.19 na 28 29.44 55.2 na 29 29.65 55.19 na 30 29.85 55.18 na 31 30.06 55.15 na 32 30.27 55.11 na 33 30.48 55.06 na 34 30.48 55.08 na 35 30.27 55.19 na 36 30.06 55.29 na 37 29.85 55.38 na 38 31.69 55.18 na 39 31.69 62.39 na 40 28.77 55.16 na 41 28.52 55.15 na 42 28.28 55.2 na 43 28.05 55.29 na 44 29.88 49.5 na 45 28.9 26.24 na 46 29.05 23.59 na 47 29.21 25.2 20.93 na 115.3 0.3 80 20.0 48 29.36 25.2 20.15 na 113.13 0.3 80 20.0 49 29.52 25.2 20.08 na 112.93 0.3 80 20.0 50 29.67 25.2 20.68 na 114.61 0.3 80 20.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard JIG TATE FIRE PROTECTION Page 5 N16108-Roof System 1 Area 1 (ESFR) Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 51 29.82 23.1 na 52 29.98 25.51 na 53 29.97 27.99 na 54 29.46 53.43 na 55 27.69 58.97 na 56 28.05 58.82 na 57 28.4 58.68 na 58 28.76 58.56 na 59 30.11 49.43 na 60 29.41 26.1 na 61 29.52 23.48 na 62 29.63 25.2 20.85 na 115.07 0.3 80 20.0 63 29.74 25.2 20.09 na 112.94 0.3 80 20.0 64 29.85 25.2 20.04 na 112.81 0.3 80 20.0 65 29.97 25.2 20.65 na 114.52 0.3 80 20.0 66 30.08 23.08 na 67 30.19 25.5 na 68 30.18 27.98 na 69 29.81 53.29 na 70 30.35 49.38 na 71 29.92 25.98 na 72 29.99 23.37 na 73 30.06 25.2 20.77 na 114.85 0.3 80 20.0 74 30.12 25.2 20.03 na 112.78 0.3 80 20.0 75 30.19 25.2 20.0 na 112.7 0.3 80 20.0 76 30.26 25.2 20.63 na 114.46 0.3 80 20.0 77 30.33 23.07 na 78 30.4 25.5 na 79 30.4 27.97 na 81 30.17 53.16 na 82 30.6 54.57 na 83 30.43 55.65 na 84 30.46 55.74 na 85 30.48 55.84 na 86 30.51 55.94 na 87 30.54 56.03 na 88 30.56 56.13 na 89 30.59 56.23 na 90 30.62 56.33 na 91 30.62 56.43 na 92 30.53 57.58 na 93 31.06 54.61 na 94 31.06 56.46 na 95 31.06 57.56 na 96 31.27 54.62 na 97 31.27 57.65 na 98 31.48 54.62 na 99 31.48 57.76 na 100 31.69 54.61 na 101 31.69 57.88 na 102 31.9 54.6 na 103 31.9 58.02 na 104 32.1 54.57 na 105 32.1 58.19 na 106 32.31 54.76 na 107 32.31 60.69 na 108 32.31 54.8 na 109 32.31 60.99 na 110 32.1 54.93 na 111 32.1 61.42 na 112 31.9 55.06 na 113 31.9 61.88 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow,Summary - Standard JG TATE FIRE PROTECTION Page 6 N16108-Roof System I Area 1 (ESFR) Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea The maximum velocity is 19.4 and it occurs in the pipe between nodes 43 and 44 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 JIG TATE FIRE PROTECTION Page 7 N16108-Roof System I Area 1 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 41.78 2.203 0.0 8.000 55.928 to 120.0 0.0 0.0 0.0 2 41.78 0.0138 0.0 8.000 0.110 Vet = 3.52 2 0.0 2.203 0.0 8.000 56.038 to 120.0 0.0 0.0 0.0 3 41.78 0.0136 0.0 8.000 0.109 Vet = 3.52 3 0.0 2.203 0.0 8.000 56.147 to 120.0 0.0 0.0 0.0 4 41.78 0.0138 0.0 8.000 0.110 Vet = 3.52 4 0.0 2.203 0.0 8.000 56.257 to 120.0 0.0 0.0 0.0 5 41.78 0.0138 0.0 8.000 0.110 Vet = 3.52 5 0.0 2.203 T 13.639 67.750 56.367 to 120.0 0.0 13.639 0.0 6 41.78 0.0137 0.0 81.389 1.115 Vet = 3.52 6 0.0 2.203 T .13.639 1.770 57.482 to 120.0 0.0 13.639 0.767 7 41.78 0.0137 0.0 15.409 0.211 Vet = 3.52 7 717.01 6.357 0.0 9.980 58.460 to 120.0 0.0 0.0 -0.091 8 758.79 0.0167 0.0 9.980 0.167 Vet = 7.67 8 41.42 6.357 0.0 10.000 58.536 to 120.0 0.0 0.0 -0.091 9 800.21 0.0186 0.0 10.000 0.186 Vet = 8.09 9 42.01 6.357 0.0 10.000 58.631 to 120.0 0.0 0.0 -0.091 10 842.22 0.0203 0.0 10.000 0.203 Vet = 8.51 10 42.78 6.357 0.0 10.000 58.743 to 120.0 0.0 0.0 -0.087 11 885.0 0.0224 0.0 10.000 0.224 Vet = 8.95 11 43.74 6.357 0.0 10.000 58.880 to 120.0 0.0 0.0 -0.091 12 928.74 0.0244 0.0 10.000 0.244 Vet = 9.39 12 44.90 6.357 0.0 10.000 59.033 to 120.0 0.0 0.0 -0.091 13 973.64 0.0266 0.0 10.000 0.266 Vet = 9.84 13 46.23 6.357 T 37.72 42.010 59.208 to 120.0 E 17.603 55.323 -0.091 14 1019.87 0.0290 0.0 97.333 2.825 Vet = 10.31 14 65.79 6.357 0.0 9.930 61.942 to 120.0 0.0 0.0 0.0 15 1085.66 0.0325 0.0 9.930 0.323 Vet = 10.97 15 67.30 6.357 0.0 10.000 62.265 to 120.0 0.0 0.0 0.091 16 1152.96 0.0364 0.0 10.000 0.364 Vet = 11.65 16 69.04 6.357 0.0 10.000 62.720 to 120.0 0.0 0.0 0.091 17 1222.0 0.0405 0.0 10.000 0.405 Vet = 12.35 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 8 N16108-Roof System I Area I (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 17 70.99 6.357 0.0 10.000 63.216 to 120.0 0.0 0.0 0.091 18 1292.99 0.0450 0.0 10.000 0.450 Vel = 13.07 18 73.11 6.357 0.0 2.030 63.757 to 120.0 0.0 0.0 0.017 19 1366.1 0.0502 0.0 2.030 0.102 Vel = 13.81 19 0.0 6.357 2E 35.205 55.500 63.876 to 120.0 0.0 35.205 0.0 20 1366.1 0.0498 0.0 90.705 4.519 Vel = 13.81 20 0.0 6.357 2E 35.205 92.480 68.395 to 120.0 0.0 35.205 1.217 TORi 1366.1 0.0498 0.0 127.685 6.362 Vel = 13.81 TORi 0.0 8.249 B 14.094 25.260 75.974 to 120.0 0.0 14.094 10.944 BORI 1366.1 0.0140 0.0 39.354 0.552 Vel = 8.20 BOR1 0.0 8.249 E 21.141 2.000 87.470 to 120.0 T 41.108 62.249 -0.091 BOR2 1366.1 0.0140 0.0 64.249 0.900 Vel = 8.20 BOR2 0.0 8.249 2E 42.282 6.000 88.279 to 120.0 0.0 42.282 0.866 UGA 1366.1 0.0140 0.0 48.282 0.677 Vel = 8.20 UGA 0.0 8.27 E 28.468 15.000 89.822 to 140.0 0.0 28.468 1.299 UG1 1366.1 0.0104 0.0 43.468 0.452 Vel = 8.16 UG1 0.0 7.68 3E 59.557 64.160 91.573 to 140.0 T 38.602 152.202 0.0 UG2 1366.1 0.0149 G 4.412 216.362 3.228 Vel = 9.46 S 49.631 UG2 -612.86 7.68 4E 79.41 344.510 94.801 to 140.0 0.0 79.410 0.0 UG3 753.24 0.0050 0.0 423.920 2.103 Vel = 5.22 UG3 0.0 7.68 2E 39.705 426.880 96.904 to 140.0 0.0 39.705 0.0 UG4 753.24 0.0050 0.0 466.585 2.314 Vel = 5.22 UG4 1112.86 7.68 T 38.602 22.500 99.218 to 140.0 0.0 38.602 0.0 BF1 1866.1 0.0266 0.0 61.102 1.623 Vel = 12.92 BF1 0.0 7.68 1 38.602 16.000 100.841 to 140.0 3E 59.557 98.159 4.166 * Fixed Loss = 4.166 BF2 1866.1 0.0266 Zaf 0.0 114.159 3.032 Vel= 12.92 BF2 0.0 7.68 2E 39.705 85.680 108.039 to 140.0 0.0 39.705 -1.299 TEST 1866.1 0.0266 0.0 125.385 3.331 Vel = 12.92 0.0 1866.10 110.071 KFactor = 177.87 UG2 612.87 7.68 0.0 90.620 94.801 to 140.0 0.0 0.0 0.0 HOSE 612.87 0.0034 0.0 90.620 0.307 Vel = 4.24 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 9 N16108-Roof System I Area I (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C', or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn HOSE 500.00 7.68 2E 39.705 362.790 95.108 Qa = 500 to 140.0 0.0 39.705 0.0 UG4 1112.87 0.0102 0.0 402.495 4.110 Vet = 7.71 0.0 1112.87 99.218 K Factor = 111.72 1 -41.78 2.203 0.0 8.000 55.928 to 120.0 0.0 0.0 0.0 21 -41.78 -0.0138 0.0 8.000 -0.110 Vel = 3.52 21 0.0 2.203 0.0 8.000 55.818 to 120.0 0.0 0.0 0.0 22 -41.78 -0.0136 0.0 8.000 -0.109 Vel = 3.52 22 0.0 2.203 0.0 8.000 55.709 to 120.0 0.0 0.0 0.0 23 -41.78 -0.0138 0.0 8.000 -0.110 Vel = 3.52 23 0.0 2.203 0.0 8.000 55.599 to 120.0 0.0 0.0 0.0 24 -41.78 -0.0136 0.0 8.000 -0.109 Vel = 3.52 24 0.0 2.203 1 13.639 51.750 55.490 to 120.0 0.0 13.639 0.0 25 -41.78 -0.0137 0.0 65.389 -0.897 Vel = 3.52 25 0.0 2.203 1 13.639 1.830 54.593 to 120.0 0.0 13.639 0.793 26 -41.78 -0.0137 0.0 15.469 -0.212 Vel = 3.52 26 649.09 6.357 0.0 9.990 55.174 to 120.0 0.0 0.0 -0.091 27 607.31 0.0111 0.0 9.990 0.111 Vel = 6.14 27 -41.42 6.357 0.0 10.000 55.194 to 120.0 0.0 0.0 -0.091 28 565.89 0.0098 0.0 10.000 0.098 Vel = 5.72 28 -42.00 6.357 0.0 10.000 55.201 to 120.0 0.0 0.0 -0.091 29 523.89 0.0084 0.0 10.000 0.084 Vet = 5.30 29 -42.78 6.357 0.0 10.000 55.194 to 120.0 0.0 0.0 -0.087 30 481.11 0.0073 0.0 10.000 0.073 Vet = 4.86 30 -43.75 6.357 0.0 10.000 55.180 to 120.0 0.0 0.0 -0.091 31 437.36 0.0061 0.0 10.000 0.061 Vet = 4.42 31 -44.90 6.357 0.0 10.000 55.150 to 120.0 0.0 0.0 -0.091 32 392.46 0.0049 0.0 10.000 0.049 Vet = 3.97 32 -46.22 6.357 0.0 10.000 55.108 to 120.0 0.0 0.0 -0.091 33 346.24 0.0040 0.0 10.000 0.040 Vet = 3.50 33 -65.79 6.357 0.0 9.920 55.057 to 120.0 0.0 0.0 0.0 34 280.45 0.0026 0.0 9.920 0.026 Vet = 2.83 34 -67.31 6.357 0.0 10.000 55.083 to 120.0 0.0 0.0 0.091 35 213.14 0.0016 0.0 10.000 0.016 Vet = 2.15 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 10 N16108-Roof System I Area I (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 35 -69.04 6.357 0.0 10.000 55.190 to 120.0 0.0 0.0 0.091 36 144.1 0.0008 0.0 10.000 0.008 Vel = 1.46 36 -70.98 6.357 0.0 10.000 55.289 to 120.0 0.0 0.0 0.091 37 73.12 0.0002 0.0 10.000 0.002 Vel = 0.74 37 0.0 2.203 T 13.639 1.830 55.382 to 120.0 0.0 13.639 -0.797 38 73.12 0.0386 0.0 15.469 0.597 Vel = 6.15 38 0.0 2.203 21 27.277 159.490 55.182 to 120.0 0.0 27.277 0.0 39 73.12 0.0386 0.0 186.767 7.210 Vel = 6.15 39 0.0 2.203 T 13.639 1.770 62.392 to 120.0 0.0 13.639 0.771 18 73.12 0.0385 0.0 15.409 0.594 Vel = 6.15 0.0 73.12 63.757 K Factor = 9.16 26 -649.09 6.357 0.0 9.990 55.174 to 120.0 0.0 0.0 0.108 40 -649.09 -0.0125 0.0 9.990 -0.125 Vel = 6.56 40 -41.60 6.357 0.0 8.000 55.157 to 120.0 0.0 0.0 0.108 41 -690.69 -0.0141 0.0 8.000 -0.113 Vel = 6.98 41 229.97 6.357 0.0 8.010 55.152 to 120.0 0.0 0.0 0.104 42 -460.72 -0.0067 0.0 8.010 -0.054 Vel = 4.66 42 230.20 6.357 0.0 8.000 55.202 to 120.0 0.0 0.0 0.100 43 -230.52 -0.0019 0.0 8.000 -0.015 Vel = 2.33 43 0.0 2.203 T 13.639 1.830 55.287 to 120.0 0.0 13.639 -0.793 44 -230.52 -0.3230 0.0 15.469 -4.996 Vel = 19.40 44 0.0 2.203 T 13.639 59.700 49.498 to 120.0 0.0 13.639 0.424 45 -230.52 -0.3230 0.0 73.339 -23.686 Vel = 19.40 45 0.0 2.203 0.0 8.000 26.236 to 120.0 0.0 0.0 -0.065 46 -230.52 -0.3230 0.0 8.000 -2.584 Vel = 19.40 46 0.0 2.203 0.0 8.000 23.587 to 120.0 0.0 0.0 -0.069 47 -230.52 -0.3230 0.0 8.000 -2.584 Vel = 19.40 47 115.30 2.203 0.0 8.000 20.934 K Factor = 25.20 to 120.0 0.0 0.0 -0.065 48 -115.22 -0.0895 0.0 8.000 -0.716 Vel = 9.70 48 113.13 2.203 0.0 8.000 20.153 K Factor = 25.20 to 120.0 0.0 0.0 -0.069 49 -2.09 -0.0001 0.0 8.000 -0.001 Vel = 0.18 49 112.93 2.203 0.0 8.000 20.083 K Factor = 25.20 to 120.0 0.0 0.0 -0.065 50 110.84 0.0834 0.0 8.000 0.667 Vel = 9.33 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 11 N16108-Roof System I Area I (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 50 114.61 2.203 0.0 8.000 20.685 K Factor = 25.20 to 120.0 0.0 0.0 -0.065 51 225.45 0.3100 0.0 8.000 2.480 Vel = 18.98 51 0.0 2.203 0.0 8.000 23.100 to 120.0 0.0 0.0 -0.069 52 225.45 0.3099 0.0 8.000 2.479 Vel = 18.98 52 0.0 2.203 0.0 8.000 25.510 to 120.0 0.0 0.0 0.004 53 225.45 0.3100 0.0 8.000 2.480 Vel = 18.98 53 0.0 2.203 T 13.639 67.700 27.994 to 120.0 0.0 13.639 0.221 54 225.45 0.3100 0.0 81.339 25.213 Vel = 18.98 54 0.0 2.203 T 13.639 1.770 53.428 to 120.0 0.0 13.639 0.767 55 225.45 0.3099 0.0 15.409 4.775 Vel = 18.98 55 0.0 8.249 0.0 8.010 58.970 to 120.0 0.0 0.0 -0.156 56 225.45 0.0006 0.0 8.010 0.005 VeI= 1.35 56 225.14 8.249 0.0 8.010 58.819 to 120.0 0.0 0.0 -0.152 57 450.59 0.0017 0.0 8.010 0.014 Vel = 2.71 57 224.82 8.249 0.0 8.010 58.681 to 120.0 0.0 0.0 -0.156 58 675.41 0.0039 0.0 8.010 0.031 Vel = 4.05 58 41.61 8.249 0.0 9.980 58.556 to 120.0 0.0 0.0 -0.139 7 717.02 0.0043 0.0 9.980 0.043 Vel = 4.30 0.0 717.02 58.460 K Factor = 93.78 42 -230.20 2.203 T 13.639 1.830 55.202 to 120.0 0.0 13.639 -0.793 59 -230.2 -0.3221 0.0 15.469 -4.983 Vel = 19.38 59 0.0 2.203 T 13.639 59.710 49.426 to 120.0 0.0 13.639 0.303 60 -230.2 -0.3221 0.0 73.349 -23.629 Vel = 19.38 60 0.0 2.203 0.0 8.000 26.100 to 120.0 0.0 0.0 -0.048 61 -230.2 -0.3221 0.0 8.000 -2.577 Vel = 19.38 61 0.0 2.203 0.0 8.000 23.475 to 120.0 0.0 0.0 -0.048 62 -230.2 -0.3221 0.0 8.000 -2.577 Vel = 19.38 62 115.07 2.203 0.0 8.000 20.850 K Factor = 25.20 to 120.0 0.0 0.0 -0.048 63 -115.13 -0.0894 0.0 8.000 -0.715 Vel = 9.69 63 112.94 2.203 0.0 8.000 20.087 K Factor = 25.20 to 120.0 0.0 0.0 -0.048 64 -2.19 0.0 0.0 8.000 0.0 Vel = 0.18 64 112.81 2.203 0.0 8.000 20.039 K Factor = 25.20 to 120.0 0.0 0.0 -0.052 65 110.62 0.0831 0.0 8.000 0.665 Vel = 9.31 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final ,Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 12 N16108-Roof System 1 Area I (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 65 114.52 2.203 0.0 8.000 20.652 K Factor = 25.20 to 120.0 0.0 0.0 -0.048 66 225.14 0.3091 0.0 8.000 2.473 Vel = 18.95 66 0.0 2.203 0.0 8.000 23.077 to 120.0 0.0 0.0 -0.048 67 225.14 0.3093 0.0 8.000 2.474 Vel = 18.95 67 0.0 2.203 0.0 8.000 25.503 to 120.0 0.0 0.0 0.004 68 225.14 0.3093 0.0 8.000 2.474 Vel = 18.95 68 0.0 2.203 1 13.639 67.710 27.981 to 120.0 0.0 13.639 0.160 69 225.14 0.3092 0.0 81.349 25.151 Vel = 18.95 69 0.0 2.203 T 13.639 1.770 53.292 to 120.0 0.0 13.639 0.762 56 225.14 0.3092 0.0 15.409 4.765 Vel = 18.95 0.0 225.14 58.819 K Factor= 29.36 41 -229.97 2.203 T 13.639 1.830 55.152 to 120.0 0.0 13.639 -0.793 70 -229.97 -0.3215 0.0 15.469 -4.974 Vel = 19.36 70 0.0 2.203 T 13.639 59.730 49.385 to 120.0 0.0 13.639 0.186 71 -229.97 -0.3216 0.0 73.369 -23.593 Vel = 19.36 71 0.0 2.203 0.0 8.000 25.978 to 120.0 0.0 0.0 -0.030 72 -229.97 -0.3216 0.0 8.000 -2.573 Vel = 19.36 72 0.0 2.203 0.0 8.000 23.375 to 120.0 0.0 0.0 -0.030 73 -229.97 -0.3216 0.0 8.000 -2.573 Vel = 19.36 73 114.85 2.203 0.0 8.000 20.772 K Factor = 25.20 to 120.0 0.0 0.0 -0.026 74 -115.12 -0.0894 0.0 8.000 -0.715 Vel = 9.69 74 112.78 2.203 0.0 8.000 20.031 K Factor = 25.20 to 120.0 0.0 0.0 -0.030 75 -2.34 -0.0001 0.0 8.000 -0.001 Vel = 0.20 75 112.70 2.203 0.0 8.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 -0.030 76 110.36 0.0826 0.0 8.000 0.661 Vel = 9.29 76 114.46 2.203 0.0 8.000 20.631 K Factor = 25.20 to 120.0 0.0 0.0 -0.030 77 224.82 0.3084 0.0 8.000 2.467 Vel = 18.92 77 0.0 2.203 0.0 8.000 23.068 to 120.0 0.0 0.0 -0.030 78 224.82 0.3083 0.0 8.000 2.466 Vel = 18.92 78 0.0 2.203 0.0 8.000 25.504 to 120.0 0.0 0.0 0.0 79 224.82 0.3084 0.0 8.000 2.467 Vel = 18.92 79 0.0 2.203 T 13.639 67.730 27.971 to 120.0 0.0 13.639 0.100 81 224.82 0.3084 0.0 81.369 25.092 Vel = 18.92 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 13 N16108-Roof System 1 Area 1 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 81 0.0 2.203 T 13.639 1.770 53.163 to 120.0 0.0 13.639 0.767 57 224.82 0.3083 0.0 15.409 4.751 Vel = 18.92 0.0 224.82 58.681 KFactor= 29.35 40 41.60 2.203 T 13.639 1.830 55.157 to 120.0 0.0 13.639 -0.793 82 41.6 0.0136 0.0 15.469 0.210 Vel = 3.50 82 0.0 2.203 T 13.639 59.730 54.574 to 120.0 0.0 13.639 0.074 83 41.6 0.0136 0.0 73.369 0.998 Vel = 3.50 83 0.0 2.203 0.0 8.000 55.646 to 120.0 0.0 0.0 -0.013 84 41.6 0.0136 0.0 8.000 0.109 Vel = 3.50 84 0.0 2.203 0.0 8.000 55.742 to 120.0 0.0 0.0 -0.009 85 41.6 0.0136 0.0 8.000 0.109 Vel = 3.50 85 0.0 2.203 0.0 8.000 55.842 to 120.0 0.0 0.0 -0.013 86 41.6 0.0136 0.0 8.000 0.109 Vel = 3.50 86 0.0 2.203 0.0 8.000 55.938 to 120.0 0.0 0.0 -0.013 87 41.6 0.0135 0.0 8.000 0.108 Vel = 3.50 87 0.0 2.203 0.0 8.000 56.033 to 120.0 0.0 0.0 -0.009 88 41.6 0.0138 0.0 8.000 0.110 Vel = 3.50 88 0.0 2.203 0.0 8.000 56.134 to 120.0 0.0 0.0 -0.013 89 41.6 0.0135 0.0 8.000 0.108 Vel = 3.50 89 0.0 2.203 0.0 8.000 56.229 to 120.0 0.0 0.0 -0.013 90 41.6 0.0136 0.0 8.000 0.109 Vel = 3.50 90 0.0 2.203 0.0 8.000 56.325 to 120.0 0.0 0.0 0.0 91 41.6 0.0136 0.0 8.000 0.109 Vel = 3.50 91 0.0 2.203 T 13.639 67.740 56.434 to 120.0 0.0 13.639 0.039 92 41.6 0.0136 0.0 81.379 1.107 Vel = 3.50 92 0.0 2.203 T 13.639 1.770 57.580 to 120.0 0.0 13.639 0.767 58 41.6 0.0136 0.0 15.409 0.209 Vel = 3.50 0.0 41.60 58.556 K Factor = 5.44 27 41.42 2.203 1 13.639 1.830 55.194 to 120.0 0.0 13.639 -0.793 93 41.42 0.0135 0.0 15.469 0.209 Vel = 3.49 - 93 0.0 2.203 T 13.639 123.750 54.610 to 120.0 0.0 13.639 0.0 94 41.42 0.0135 0.0 137.389 1.854 Vel = 3.49 Computer Programs by Hydratec Inc. Revision: 50.52.1 FinaICaIcuIations - Hazen-Williams JG TATE FIRE PROTECTION Page 14 N16108-Roof System I Area I (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 94 0.0 2.203 T 13.639 67.750 56.464 to 120.0 0.0 13.639 0.0 95 41.42 0.0135 0.0 81.389 1.098 Vel = 3.49 95 0.0 2.203 1 13.639 1.770 57.562 to 120.0 0.0 13.639 0.767 8 41.42 0.0134 0.0 15.409 0.207 Vel= 3.49 0.0 41.42 58.536 K Factor = 5.41 28 42.00 2.203 T 13.639 1.830 55.201 to 120.0 0.0 13.639 -0.793 96 42.0 0.0138 0.0 15.469 0.214 Vel = 3.54 96 0.0 2.203 21 27.277 191.490 54.622 to 120.0 0.0 27.277 0.0 97 42.0 0.0138 0.0 218.767 3.029 Vel = 3.54 97 0.0 2.203 T 13.639 1.770 57.651 to 120.0 0.0 13.639 0.767 9 42.0 0.0138 0.0 15.409 0.213 Vel = 3.54 0.0 42.00 58.631 K Factor = 5.49 29 42.78 2.203 T 13.639 1.830 55.194 to 120.0 0.0 13.639 -0.793 98 42.78 0.0144 0.0 15.469 0.222 Vel = 3.60 98 0.0 2.203 21 27.277 191.490 54.623 to 120.0 0.0 27.277 0.0 99 42.78 0.0143 0.0 218.767 3.133 Vel = 3.60 99 0.0 2.203 1 13.639 1.770 57.756 to 120.0 0.0 13.639 0.767 10 42.78 0.0143 0.0 15.409 0.220 Vel = 3.60 0.0 42.78 58.743 K Factor = 5.58 30 43.75 2.203 T 13.639 1.830 55.180 to 120.0 0.0 13.639 -0.797 100 43.75 0.0149 0.0 15.469 0.231 Vel = 3.68 100 0.0 2.203 21 27.277 191.490 54.614 to 120.0 0.0 27.277 0.0 101 43.75 0.0149 0.0 218.767 3.265 Vel = 3.68 101 0.0 2.203 T 13.639 1.770 57.879 to 120.0 0.0 13.639 0.771 11 43.75 0.0149 0.0 15.409 0.230 Vel = 3.68 0.0 43.75 58.880 K Factor = 5.70 31 44.90 2.203 T 13.639 1.830 55.150 to 120.0 0.0 13.639 -0.797 102 44.9 0.0156 0.0 15.469 0.242 Vel = 3.78 102 0.0 2.203 2T 27.277 191.490 54.595 to 120.0 0.0 27.277 0.0 103 44.9 0.0157 0.0 218.767 3.426 Vel = 3.78 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JIG TATE FIRE PROTECTION Page 15 N16108-Roof System I Area I (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 103 0.0 2.203 T 13.639 1.770 58.021 to 120.0 0.0 13.639 0.771 12 44.9 0.0156 0.0 15.409 0.241 Vel = 3.78 0.0 44.90 59.033 K Factor = 5.84 32 46.23 2.203 T 13.639 1.830 55.108 to 120.0 0.0 13.639 -0.793 104 46.23 0.0165 0.0 15.469 0.256 Vel = 3.89 104 0.0 2.203 2T 27.277 191.490 54.571 to 120.0 0.0 27.277 0.0 105 46.23 0.0165 0.0 218.767 3.616 Vel = 3.89 105 0.0 2.203 T 13.639 1.770 58.187 to 120.0 0.0 13.639 0.767 - 13 46.23 0.0165 0.0 15.409 0.254 Vel = 3.89 0.0 46.23 59.208 K Factor = 6.01 33 65.79 2.203 T 13.639 1.830 55.057 to 120.0 0.0 13.639 -0.793 106 65.79 0.0317 0.0 15.469 0.491 Vel = 5.54 106 0.0 2.203 2T 27.277 159.490 54.755 to 120.0 0.0 27.277 0.0 107 65.79 0.0318 0.0 186.767 5.931 Vel = 5.54 107 0.0 2.203 T 13.639 1.770 60.686 to 120.0 0.0 13.639 0.767 14 65.79 0.0317 0.0 15.409 0.489 Vel = 5.54 0.0 65.79 61.942 K Factor = 8.36 34 67.30 2.203 T 13.639 1.830 55.083 to 120.0 0.0 13.639 -0.793 108 67.3 0.0332 0.0 15.469 0.513 Vel = 5.66 108 0.0 2.203 21 27.277 159.490 54.803 to 120.0 0.0 27.277 0.0 109 67.3 0.0331 0.0 186.767 6.185 Vel = 5.66 109 0.0 2.203 T 13.639 1.770 60.988 to 120.0 0.0 13.639 0.767 15 67.3 0.0331 0.0 15.409 0.510 Vel = 5.66 0.0 67.30 62.265 K Factor = 8.53 35 69.04 2.203 1 13.639 1.830 55.190 to 120.0 0.0 13.639 -0.793 110 69.04 0.0347 0.0 15.469 0.537 - Vel = 5.81 110 0.0 2.203 2T 27.277 159.490 54.934 to 120.0 0.0 27.277 0.0 111 69.04 0.0347 0.0 186.767 6.484 Vel = 5.81 111 0.0 2.203 T 13.639 1.770 61.418 . to 120.0 0.0 13.639 0.767 16 69.04 0.0347 0.0 15.409 0.535 Vel = 5.81 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final,Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 16 N16108-Roof System I Area 1 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 69.04 62.720 K Factor = 8.72 36 70.98 2.203 1 13.639 1.830 55.289 to 120.0 0.0 13.639 -0.797 112 70.98 0.0365 0.0 15.469 0.565 Vel = 5.97 112 0.0 2.203 21 27.277 159.490 55.057 to 120.0 0.0 27.277 0.0 113 70.98 0.0365 0.0 186.767 6.825 Vel = 5.97 113 0.0 2.203 T 13.639 1.770 61.882 to 120.0 0.0 13.639 0.771 17 70.98 0.0365 0.0 15.409 0.563 Vel = 5.97 0.0 70.98 63.216 K Factor = 8.93 Computer Programs by Hydratec Inc. Revision: 50.52.1 AutoPeaking Summary JG TATE FIRE PROTECTION Page 17 N16108-Roof System 1 Area I (ESFR) Date Auto Peaking Summary - List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 53 54 67.700 44 45 59.700 68 69 67.710 59 60 59.710 79 81 67.730 70 71 59.730 53 54 67.700 44 45 59.700 68 69 67.710 59 60 59.710 79 81 67.730 70 71 59.730 Flow Safety Required Margin Pressure Differential Left 8.000 I 1866.086 15.553 -0.045 Area Calculated I 1866.104 15.508 0.000 Right 8.000 I 1866.277 15.690 -0.182 Typical Distance Between Heads = 8.000 Split Point Used in Worst Area Peaked = 75 Split Point Used in Area Calculated = 75 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - Fire Protection by Computer Design JG TATE FIRE PROTECTION 13771 Danielson Street Suite F Poway, CA 92064 858 486-0900 Job Name : N16108-Roof System I Area 2 (ESFR) Building : FP-3 Location : 3248 Lionshead Ave., Carlsbad, CA 92010 System : 2 Contract : N16-108 Data File : N16108-Roof System 1 Area 2 (ESFR).WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 JG TATE FIRE PROTECTION Page N16108-Roof System 1 Area 2 (ESFR) Date HYDRAULIC CALCULATIONS for Project name: Raceway Lot 16 Location: 3248 Lionshead Ave., Carlsbad, CA 92010 Drawing no: FP-3 Date: 1-23-17 Design Remote area number: 2 Remote area location: System I Southeast side Occupancy classification: Storage (Spec. Building) Density: - GpmlSqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 90 - SqFt Type of sprinklers calculated: Reliable Model N25 ESFR SSP SIN RA0912 No. of sprinklers calculated: 12 In-rack demand: 0 - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1961.9-GPM @ 102.6 - Psi Type of system: Wet Pipe Volume of dry or preaction system: - Gal Water supply information Date: 06-30-2016 Location: Lionsheads Ave Source: Carlsbad Fire Dept. Name of contractor: JG Tate Fire Protection Address: 13771 Danielson St. Suite F, Poway, CA 92064 Phone number: 858 486-0900 Name of designer: Rick Larsen Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revisioi: 50.52.1 Water Supply Curve C JIG TATE FIRE PROTECTION Page 2 N16108-Roof System 1 Area 2 (ESFR) Date City Water Supply: Demand: Cl - Static Pressure : 127 Dl - Elevation : 13.903 C2 - Residual Pressure: 106 D2 - System Flow :1461.88 C2 - Residual Flow : 8000 D2 - System Pressure :102.555 Hose ( Demand) : 500 D3 - System Demand :1961.88 Safety Margin : 22.886 150 140 130 P 120 - - - _______________ R 110 - )2 -------_. E10° S90 - F 80 - U70 R6° E5° 40 30 20 --Dl- 10 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW ( N l 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary JG TATE FIRE PROTECTION Page 3 N16108-Roof System 1 Area 2 (ESFR) Date Fitting Legend Abbrev. Name 1/2 % 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD JG TATE FIRE PROTECTION Page 4 N16108-Roof System I Area 2 (ESFR) Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 114 32.1 25.2 20.0 na 112.7 0.3 90 20.0 115 32.1 25.2 20.76 na 114.82 0.3 90 20.0 116 32.1 25.2 23.54 na 122.27 0.3 9 20.0 104 32.1 29.66 na 32 30.27 36.49 na 31 30.06 36.58 na 30 29.85 36.69 na 29 29.65 36.9 na 28 29.44 37.08 na 27 29.23 37.24 na 26 29.02 37.38 na 40 28.77 37.52 na 41 28.52 37.64 na 42 28.28 37.75 na 43 28.05 37.85 na 44 29.88 37.73 na 45 28.9 40.97 na 46 29.05 41.25 na 47 29.21 41.52 na 48 29.36 41.8 na 49 29.52 42.08 na 50 29.67 42.36 na 51 29.82 42.64 na 52 29.98 42.91 na 53 29.97 43.26 na 54 29.46 47.33 na 55 27.69 48.76 na 56 28.05 48.61 na 57 28.4 48.46 na 58 28.76 48.32 na 7 29.08 48.21 na 8 29.29 48.17 na 9 29.5 48.15 na 10 29.71 48.15 na 11 29.91 48.18 na 12 30.12 48.25 na 13 30.33 48.36 na 14 30.54 50.78 na 15 30.54 51.08 na 16 30.33 51.54 na 17 30.12 52.06 na 18 29.91 52.64 na 19 29.87 52.78 na 20 29.87 57.9 na TORi 27.06 66.33 na BOR1 1.79 77.9 na BOR2 2.0 78.83 na UGA 0.0 80.46 na UG1 -3.0 82.27 na UG2 -3.0 85.93 na UG3 -3.0 88.24 na UG4 -3.0 90.79 na BF1 -3.0 92.57 na BF2 -3.0 100.2 na TEST 0.0 102.56 na HOSE -3.0 86.29 na 500.0 117 32.1 25.2 29.56 na 137.01 0.3 90 20.0 118 32.1 30.23 na 119 32.1 30.89 na 120 32.1 31.56 na 121 32.1 32.22 na 105 32.1 46.31 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard JG TATE FIRE PROTECTION Page 5 N16108-Roof System 1 Area 2 (ESFR) Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 122 31.69 25.2 20.09 na 112.95 0.3 90 20.0 123 31.69 25.2 20.85 na 115.07 0.3 90 20.0 124 31.69 25.2 23.65 na 122.54 0.3 9 20.0 100 31.69 29.79 na 125 31.69 25.2 29.68 na 137.29 0.3 90 20.0 126 31.69 30.34 na 127 31.69 30.99 na 128 31.69 31.64 na 129 31.69 32.3 na 101 31.69 46.15 na 130 31.9 25.2 20.04 na 112.8 0.3 90 20.0 131 31.9 25.2 20.8 na 114.92 0.3 90 20.0 132 31.9 25.2 23.58 na 122.38 0.3 9 20.0 102 31.9 29.71 na 133 31.9 25.2 29.61 na 137.12 0.3 90 20.0 134 31.9 30.27 na 135 31.9 30.93 na 136 31.9 31.59 na 137 31.9 32.25 na 103 31.9 46.21 na 138 32.31 36.21 na 139 32.31 36.21 na 140 32.31 36.21 na 106 32.31 36.21 na 33 30.48 36.48 na 34 30.48 36.54 na 35 30.27 36.66 na 36 30.06 36.76 na 37 29.85 36.86 na 38 31.69 37.19 na 39 31.69 50.75 na 141 32.31 37.39 na 142 32.31 37.94 na 143 32.31 38.49 na 144 32.31 39.03 na 145 32.31 39.58 na 107 32.31 48.96 na 108 32.31 36.27 na 146 32.31 38.03 na 147 32.31 38.59 na 148 32.31 39.14 na 149 32.31 39.7 na 109 32.31 49.25 na 110 32.1 36.4 na 111 32.1 49.68 na 112 31.9 37.06 na 113 31.9 50.2 na 98 31.48 36.8 na 99 31.48 46.69 na 96 31.27 36.97 na 97 31.27 46.7 na 93 31.06 37.12 na 94 31.06 42.8 na 95 31.06 46.73 na 25 30.85 37.26 na 24 30.85 40.1 na 23 30.85 40.45 na 22 30.85 40.8 na 21 30.85 41.15 na 1 30.85 41.49 na 2 30.85 41.84 na 3 30.85 42.19 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard JG TATE FIRE PROTECTION Page 6 N16108-Roof System I Area 2 (ESFR) Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 30.85 42.54 na 30.85 42.89 na 30.85 46.78 na 30.6 37.39 na 30.43 40.3 na 30.46 40.63 na 30.48 40.97 na 30.51 41.3 na 30.54 41.63 na 30.56 41.97 na 30.59 42.3 na 30.62 42.64 na 30.62 42.98 na 30.53 46.89 na 30.35 37.52 na 29.92 40.52 na 29.99 40.84 na 30.06 41.15 na 30.12 41.47 na 30.19 41.79 na 30.26 42.1 na 30.33 42.41 na 30.4 42.73 na 30.4 43.07 na 30.17 47.03 na 30.11 37.63 na 29.41 40.74 na 29.52 41.04 na 29.63 41.34 na 29.74 41.64 na 29.85 41.93 na 29.97 42.23 na 30.08 42.52 na 30.19 42.82 na 30.18 43.17 na 29.81 47.18 na The maximum velocity is 21.11 and it occurs in the pipe between nodes 100 and 30 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 JG TATE FIRE PROTECTION Page 7 N16108-Roof System 1 Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 114 112.70 2.203 0.0 8.830 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 115 112.7 0.0860 0.0 8.830 0.759 Vel = 9.49 115 114.81 2.203 0.0 8.830 20.759 K Factor= 25.20 to 120.0 0.0 0.0 0.0 116 227.51 0.3152 0.0 8.830 2.783 Vel = 19.15 116 122.28 2.705 T 18.718 5.090 23.542 K Factor= 25.20 to 120.0 0.0 18.718 0.0 104 349.79 0.2571 0.0 23.808 6.120 Vel = 19.53 104 26.28 2.705 T 18.718 1.830 29.662 to 120.0 0.0 18.718 0.793 32 376.07 0.2939 0.0 20.548 6.040 Vel = 21.00 32 -505.77 6.357 0.0 10.000 36.495 to 120.0 0.0 0.0 0.091 31 -129.7 -0.0007 0.0 10.000 -0.007 Vel = 1.31 31 377.04 6.357 0.0 10.000 36.579 to 120.0 0.0 0.0 0.091 30 247.34 0.0022 0.0 10.000 0.022 Vel = 2.50 30 378.16 6.357 0.0 10.000 36.692 to 120.0 0.0 0.0 0.087 29 625.5 0.0117 0.0 10.000 0.117 Vel = 6.32 29 -79.61 6.357 0.0 10.000 36.896 to 120.0 0.0 0.0 0.091 28 545.89 0.0091 0.0 10.000 0.091 Vel = 5.52 28 -78.91 6.357 0.0 10.000 37.078 to 120.0 0.0 0.0 0.091 27 466.98 0.0068 0.0 10.000 0.068 Vel = 4.72 27 -78.38 6.357 0.0 9.990 37.237 to 120.0 0.0 0.0 0.091 26 388.6 0.0049 0.0 9.990 0.049 Vel = 3.93 26 -78.01 6.357 0.0 9.990 37.377 to 120.0 0.0 0.0 0.108 40 310.59 0.0032 0.0 9.990 0.032 Vel = 3.14 40 -77.76 6.357 0.0 8.000 37.517 to 120.0 0.0 0.0 0.108 41 232.83 0.0019 0.0 8.000 0.015 Vel = 2.35 41 -77.65 6.357 0.0 8.010 37.640 to 120.0 0.0 0.0 0.104 42 155.18 0.0010 0.0 8.010 0.008 Vel = 1.57 42 -77.60 6.357 0.0 8.000 37.752 to 120.0 0.0 0.0 0.100 43 77.58 0.0001 0.0 8.000 0.001 Vel = 0.78 43 0.0 2.203 T 13.639 1.830 37.853 to 120.0 0.0 13.639 -0.793 44 77.58 0.0431 0.0 15.469 0.667 Vel = 6.53 44 0.0 2.203 T 13.639 51.700 37.727 to 120.0 0.0 13.639 0.424 45 77.58 0.0431 0.0 65.339 2.815 Vel = 6.53 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JGTATE FIRE PROTECTION Page 8 N16108-Roof System 1 Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 45 0.0 2.203 0.0 8.000 40.966 to 120.0 0.0 0.0 -0.065 46 77.58 0.0431 0.0 8.000 0.345 Vel = 6.53 46 0.0 2.203 0.0 8.000 41.246 to 120.0 0.0 0.0 -0.069 47 77.58 0.0430 0.0 8.000 0.344 Vel = 6.53 47 0.0 2.203 0.0 8.000 41.521 to 120.0 0.0 0.0 -0.065 48 77.58 0.0431 0.0 8.000 0.345 Vel = 6.53 48 0.0 2.203 0.0 8.000 41.801 to 120.0 0.0 0.0 -0.069 49 77.58 0.0430 0.0 8.000 0.344 Vel = 6.53 49 0.0 2.203 0.0 8.000 42.076 to 120.0 0.0 0.0 -0.065 50 77.58 0.0431 0.0 8.000 0.345 Vel = 6.53 50 0.0 2.203 0.0 8.000 42.356 to 120.0 0.0 0.0 -0.065 51 77.58 0.0430 0.0 8.000 0.344 Vel = 6.53 51 0.0 2.203 0.0 8.000 42.635 to 120.0 0.0 0.0 -0.069 52 77.58 0.0431 0.0 8.000 0.345 Vel = 6.53 52 0.0 2.203 0.0 8.000 42.911 to 120.0 0.0 0.0 0.004 53 77.58 0.0431 0.0 8.000 0.345 Vel = 6.53 53 0.0 2.203 T 13.639 75.700 43.260 to 120.0 0.0 13.639 0.221 54 77.58 0.0431 0.0 89.339 3.848 Vel = 6.53 54 0.0 2.203 T 13.639 1.770 47.329 to 120.0 0.0 13.639 0.767 55 77.58 0.0431 0.0 15.409 0.664 Vel = 6.53 55 0.0 6.357 0.0 8.010 48.760 to 120.0 0.0 0.0 -0.156 56 77.58 0.0002 0.0 8.010 0.002 Vel = 0.78 56 77.60 6.357 0.0 8.010 48.606 to 120.0 0.0 0.0 -0.152 57 155.18 0.0009 0.0 8.010 0.007 Vel = 1.57 57 77.65 6.357 0.0 8.010 48.461 to 120.0 0.0 0.0 -0.156 58 232.83 0.0019 0.0 8.010 0.015 Vel = 2.35 58 77.76 6.357 0.0 9.980 48.320 to 120.0 0.0 0.0 -0.139 7 310.59 0.0033 0.0 9.980 0.033 Vel = 3.14 7 78.01 6.357 0.0 9.980 48.214 to 120.0 0.0 0.0 -0.091 8 388.6 0.0048 0.0 9.980 0.048 Vel = 3.93 8 78.38 6.357 0.0 10.000 48.171 to 120.0 0.0 0.0 -0.091 9 466.98 0.0069 0.0 10.000 0.069 Vel = 4.72 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 9 N16108-Roof System 1 Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 78.91 6.357 0.0 10.000 48.149 to 120.0 0.0 0.0 -0.091 10 545.89 0.0091 0.0 10.000 0.091 Vet = 5.52 10 79.61 6.357 0.0 10.000 48.149 to 120.0 0.0 0.0 -0.087 11 625.5 0.0118 0.0 10.000 0.118 Vet = 6.32 11 109.71 6.357 0.0 10.000 48.180 to 120.0 0.0 0.0 -0.091 12 735.21 0.0159 0.0 10.000 0.159 Vet = 7.43 12 110.17 6.357 0.0 10.000 48.248 to 120.0 0.0 0.0 -0.091 13 845.38 0.0205 0.0 10.000 0.205 Vet = 8.55 13 110.73 6.357 T 37.72 42.010 48.362 to 120.0 E 17.603 55.323 -0.091 14 956.11 0.0257 0.0 97.333 2.506 Vet = 9.66 14 99.51 6.357 0.0 9.930 50.777 to 120.0 0.0 0.0 0.0 15 1055.62 0.0309 0.0 9.930 0.307 Vet = 10.67 15 100.47 6.357 0.0 10.000 51.084 to 120.0 0.0 0.0 0.091 16 1156.09 0.0366 0.0 10.000 0.366 Vet = 11.69 16 101.70 6.357 0.0 10.000 51.541 to 120.0 0.0 0.0 0.091 17 1257.79 0.0427 0.0 10.000 0.427 Vet = 12.71 17 101.18 6.357 0.0 10.000 52.059 to 120.0 0.0 0.0 0.091 18 1358.97 0.0494 0.0 10.000 0.494 Vet = 13.74 18 102.91 6.357 0.0 2.030 52.644 to 120.0 0.0 0.0 0.017 19 1461.88 0.0567 0.0 2.030 0.115 Vet = 14.78 19 0.0 6.357 2E 35.205 55.500 52.776 to 120.0 0.0 35.205 0.0 20 1461.88 0.0565 0.0 90.705 5.123 Vet = 14.78 20 0.0 6.357 2E 35.205 92.480 57.899 to 120.0 0.0 35.205 1.217 TORi 1461.88 0.0565 0.0 127.685 7.212 Vet = 14.78 TORi 0.0 8.249 B 14.094 25.260 66.328 to 120.0 0.0 14.094 10.944 BOR1 1461.88 0.0159 0.0 39.354 0.625 Vet = 8.78 BOR1 0.0 8.249 E 21.141 2.000 77.897 to 120.0 T 41.108 62.249 -0.091 BOR2 1461.88 0.0159 0.0 64.249 1.020 Vet = 8.78 BOR2 0.0 8.249 2E 42.282 6.000 78.826 to 120.0 0.0 42.282 0.866 UGA 1461.88 0.0159 0.0 48.282 0.767 Vet = 8.78 UGA 0.0 8.27 E 28.468 15.000 80.459 to 140.0 0.0 28.468 1.299 UG1 1461.88 0.0118 0.0 43.468 0.513 Vet = 8.73 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 10 N16108-Roof System 1 Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG1 0.0 7.68 3E 59.557 64.160 82.271 to 140.0 T 38.602 152.202 0.0 UG2 1461.88 0.0169 G 4.412 216.362 3.659 Vel = 10.12 S 49.631 UG2 -668.69 7.68 4E 79.41 344.510 85.930 to 140.0 0.0 79.410 0.0 UG3 793.19 0.0055 0.0 423.920 2.313 Vel = 5.49 UG3 0.0 7.68 2E 39.705 426.880 88.243 to 140.0 0.0 39.705 0.0 UG4 793.19 0.0055 0.0 466.585 2.547 Vel = 5.49 UG4 1168.69 7.68 T 38.602 22.500 90.790 to 140.0 0.0 38.602 0.0 BF1 1961.88 0.0291 0.0 61.102 1.780 Vel = 13.59 BF1 0.0 7.68 T 38.602 16.000 92.570 to 140.0 3E 59.557 98.159 4.303 * Fixed Loss = 4.303 BF2 1961.88 0.0291 Zaf 0.0 114.159 3.327 Vel = 13.59 BF2 0.0 7.68 2E 39.705 85.680 100.200 to 140.0 0.0 39.705 -1.299 TEST 1961.88 0.0291 0.0 125.385 3.654 Vel = 13.59 0.0 1961.88 102.555 K Factor = 193.73 UG2 668.69 7.68 0.0 90.620 85.930 to 140.0 0.0 0.0 0.0 HOSE 668.69 0.0040 0.0 90.620 0.361 Vel = 4.63 HOSE 500.00 7.68 2E 39.705 362.790 86.291 Qa = 500 to 140.0 0.0 39.705 0.0 UG4 1168.69 0.0112 0.0 402.495 4.499 Vel = 8.09 0.0 1168.69 90.790 K Factor = 122.65 104 -26.29 2.203 T 13.639 3.740 29.662 to 120.0 0.0 13.639 0.0 117 -26.29 -0.0058 0.0 17.379 -0.101 Vel = 2.21 117 137.01 2.203 0.0 8.000 29.561 K Factor = 25.20 to 120.0 0.0 0.0 0.0 118 110.72 0.0832 0.0 8.000 0.666 Vel = 9.32 118 0.0 2.203 0.0 8.000 30.227 to 120.0 0.0 0.0 0.0 119 110.72 0.0831 0.0 8.000 0.665 Vel = 9.32 119 0.0 2.203 0.0 8.000 30.892 to 120.0 0.0 0.0 0.0 120 110.72 0.0832 0.0 8.000 0.666 Vel = 9.32 120 0.0 2.203 0.0 8.000 31.558 to 120.0 0.0 0.0 0.0 121 110.72 0.0831 0.0 8.000 0.665 Vel = 9.32 121 0.0 2.203 T 13.639 155.750 32.223 to 120.0 0.0 13.639 0.0 105 110.72 0.0832 0.0 169.389 14.090 Vel = 9.32 105 0.0 2.203 T 13.639 1.770 46.313 to 120.0 0.0 13.639 0.767 13 110.72 0.0832 0.0 15.409 1.282 Vel = 9.32 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 11 N16108-Roof System 1 Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 110.72 48.362 K Factor = 15.92 122 112.95 2.203 0.0 8.830 20.090 K Factor = 25.20 to 120.0 0.0 0.0 0.0 123 112.95 0.0863 0.0 8.830 0.762 Vel = 9.51 123 115.07 2.203 0.0 8.830 20.852 K Factor = 25.20 to 120.0 0.0 0.0 0.0 124 228.02 0.3165 0.0 8.830 2.795 Vel = 19.19 124 122.55 2.705 1 18.718 5.090 23.647 K Factor= 25.20 to 120.0 0.0 18.718 0.0 100 350.57 0.2581 0.0 23.808 6.146 Vel = 19.57 100 27.59 2.705 T 18.718 1.830 29.793 to 120.0 0.0 18.718 0.797 30 378.16 0.2970 0.0 20.548 6.102 Vel = 21.11 0.0 378.16 36.692 K Factor = 62.43 100 -27.59 2.203 T 13.639 3.740 29.793 to 120.0 0.0 13.639 0.0 125 -27.59 -0.0064 0.0 17.379 -0.111 Vel = 2.32 125 137.29 2.203 0.0 8.000 29.682 K Factor = 25.20 to 120.0 0.0 0.0 0.0 126 109.7 0.0818 0.0 8.000 0.654 Vel = 9.23 126 0.0 2.203 0.0 8.000 30.336 to 120.0 0.0 0.0 0.0 127 109.7 0.0818 0.0 8.000 0.654 Vel = 9.23 127 0.0 2.203 0.0 8.000 30.990 to 120.0 0.0 0.0 0.0 128 109.7 0.0819 0.0 8.000 0.655 Vel = 9.23 128 0.0 2.203 0.0 8.000 31.645 to 120.0 0.0 0.0 0.0 129 109.7 0.0818 0.0 8.000 0.654 Vel = 9.23 129 0.0 2.203 T 13.639 155.750 32.299 to 120.0 0.0 13.639 0.0 101 109.7 0.0818 0.0 169.389 13.850 Vel = 9.23 101 0.0 2.203 T 13.639 1.770 46.149 to 120.0 0.0 13.639 0.771 11 109.7 0.0818 0.0 15.409 1.260 Vel = 9.23 0.0 109.70 48.180 KFactor= 15.80 130 112.80 2.203 0.0 8.830 20.036 K Factor = 25.20 to 120.0 0.0 0.0 0.0 131 112.8 0.0861 0.0 8.830 0.760 Vel = 9.49 131 114.92 2.203 0.0 8.830 20.796 K Factor = 25.20 to 120.0 0.0 0.0 0.0 132 227.72 0.3157 0.0 8.830 2.788 Vel = 19.17 132 122.38 2.705 T 18.718 5.090 23.584 K Factor = 25.20 to 120.0 0.0 18.718 0.0 102 350.1 0.2575 0.0 23.808 6.130 Vel = 19.55 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final ,Calculations - Hazen-Williams JIG TATE FIRE PROTECTION Page 12 N16108-Roof System 1 Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 102 26.94 2.705 1 18.718 1.830 29.714 to 120.0 0.0 18.718 0.797 31 377.04 0.2953 0.0 20.548 6.068 Vel = 21.05 0.0 377.04 36.579 KFactor= 62.34 102 -26.95 2.203 1 13.639 3.740 29.714 to 120.0 0.0 13.639 0.0 133 -26.95 -0.0061 0.0 17.379 -0.106 Vel = 2.27 133 137.13 2.203 0.0 8.000 29.608 K Factor = 25.20 to 120.0 0.0 0.0 0.0 134 110.18 0.0825 0.0 8.000 0.660 Vel = 9.27 134 0.0 2.203 0.0 8.000 30.268 to 120.0 0.0 0.0 0.0 135 110.18 0.0824 0.0 8.000 0.659 Vel = 9.27 135 0.0 2.203 0.0 8.000 30.927 to 120.0 0.0 0.0 0.0 136 110.18 0.0824 0.0 8.000 0.659 Vel = 9.27 136 0.0 2.203 0.0 8.000 31.586 to 120.0 0.0 0.0 0.0 137 110.18 0.0825 0.0 8.000 0.660 Vel = 9.27 137 0.0 2.203 T 13.639 155.750 32.246 to 120.0 0.0 13.639 0.0 103 110.18 0.0824 0.0 169.389 13.960 Vel = 9.27 103 0.0 2.203 T 13.639 1.770 46.206 to 120.0 0.0 13.639 0.771 12 110.18 0.0825 0.0 15.409 1.271 Vel = 9.27 0.0 110.18 48.248 KFactor= 15.86 138 0.0 2.203 0.0 8.830 36.207 to 120.0 0.0 0.0 0.0 139 0.0 0.0 0.0 8.830 0.0 Vel = 0 139 0.0 2.203 0.0 8.830 36.207 to 120.0 0.0 0.0 0.0 140 0.0 0.0 0.0 8.830 0.0 Vel = 0 140 0.0 2.705 1 18.718 5.090 36.207 to 120.0 0.0 18.718 0.0 106 0.0 0.0 0.0 23.808 0.0 Vel = 0 106 -99.51 2.705 T 18.718 1.830 36.207 to 120.0 0.0 18.718 0.793 33 -99.51 -0.0252 0.0 20.548 -0.517 Vel = 5.56 33 505.77 6.357 0.0 9.920 36.483 to 120.0 0.0 0.0 0.0 34 406.26 0.0053 0.0 9.920 0.053 Vel = 4.11 34 -100.47 6.357 0.0 10.000 36.536 to 120.0 0.0 0.0 0.091 35 305.79 0.0031 0.0 10.000 0.031 Vel = 3.09 35 -101.71 6.357 0.0 10.000 36.658 to 120.0 0.0 0.0 0.091 36 204.08 0.0015 0.0 10.000 0.015 Vel = 2.06 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 13 N16108-Roof System 1 Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe PV ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 36 -101.17 6.357 0.0 10.000 36.764 to 120.0 0.0 0.0 0.091 37 102.91 0.0004 0.0 10.000 0.004 Vel = 1.04 37 0.0 2.203 1 13.639 1.830 36.859 to 120.0 0.0 13.639 -0.797 38 102.91 0.0727 0.0 15.469 1.124 Vel = 8.66 38 0.0 2.203 2T 27.277 159.490 37.186 to 120.0 0.0 27.277 0.0 39 102.91 0.0726 0.0 186.767 13.567 Vel = 8.66 39 0.0 2.203 1 13.639 1.770 50.753 to 120.0 0.0 13.639 0.771 18 102.91 0.0727 0.0 15.409 1.120 Vel = 8.66 0.0 102.91 52.644 KFactor= 14.18 106 99.51 2.203 T 13.639 3.740 36.207 to 120.0 0.0 13.639 0.0 141 99.51 0.0682 0.0 17.379 1.186 Vel = 8.38 141 0.0 2.203 0.0 8.000 37.393 to 120.0 0.0 0.0 0.0 142 99.51 0.0684 0.0 8.000 0.547 Vel = 8.38 142 0.0 2.203 0.0 8.000 37.940 to 120.0 0.0 0.0 0.0 143 99.51 0.0682 0.0 8.000 0.546 Vel = 8.38 143 0.0 2.203 0.0 8.000 38.486 to 120.0 0.0 0.0 0.0 144 99.51 0.0682 0.0 8.000 0.546 Vel = 8.38 144 0.0 2.203 0.0 8.000 39.032 to 120.0 0.0 0.0 0.0 145 99.51 0.0682 0.0 8.000 0.546 Vel = 8.38 145 0.0 2.203 T 13.639 123.750 39.578 to 120.0 0.0 13.639 0.0 107 99.51 0.0683 0.0 137.389 9.380 Vel = 8.38 107 0.0 2.203 T 13.639 1.770 48.958 to 120.0 0.0 13.639 0.767 14 99.51 0.0683 0.0 15.409 1.052 Vel = 8.38 0.0 99.51 50.777 K Factor = 13.96 32 505.77 6.357 0.0 10.000 36.495 to 120.0 0.0 0.0 -0.091 33 505.77 0.0079 0.0 10.000 0.079 Vel = 5.11 0.0 505.77 36.483 K Factor= 83.74 34 100.47 2.705 T 18.718 1.830 36.536 to 120.0 0.0 18.718 -0.793 108 100.47 0.0255 0.0 20.548 0.525 Vel = 5.61 108 0.0 2.203 T 13.639 11.740 36.268 to 120.0 0.0 13.639 0.0 146 100.47 0.0695 0.0 25.379 1.764 Vel = 8.46 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 14 N16108-Roof System 1 Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 146 0.0 2.203 0.0 8.000 38.032 to 120.0 0.0 0.0 0.0 147 100.47 0.0695 0.0 8.000 0.556 Vel = 8.46 147 0.0 2.203 0.0 8.000 38.588 to 120.0 0.0 0.0 0.0 148 100.47 0.0695 0.0 8.000 0.556 Vel = 8.46 148 0.0 2.203 0.0 8.000 39.144 to 120.0 0.0 0.0 0.0 149 100.47 0.0695 0.0 8.000 0.556 Vel = 8.46 149 0.0 2.203 1 13.639 123.750 39.700 to 120.0 0.0 13.639 0.0 109 100.47 0.0695 0.0 137.389 9.547 Vel = 8.46 109 0.0 2.203 T 13.639 1.770 49.247 to 120.0 0.0 13.639 0.767 15 100.47 0.0694 0.0 15.409 1.070 Vel = 8.46 0.0 100.47 51.084 KFactor= 14.06 35 101.71 2.705 T 18.718 1.830 36.658 to 120.0 0.0 18.718 -0.793 110 101.71 0.0262 0.0 20.548 0.538 Vel = 5.68 110 0.0 2.203 2T 27.277 159.490 36.403 to 120.0 0.0 27.277 0.0 111 101.71 0.0711 0.0 186.767 13.276 Vel = 8.56 111 0.0 2.203 T 13.639 1.770 49.679 to 120.0 0.0 13.639 0.767 16 101.71 0.0711 0.0 15.409 1.095 VeI= 8.56 0.0 101.71 51.541 KFactor= 14.17 36 101.18 2.203 1 13.639 1.830 36.764 to 120.0 0.0 13.639 -0.797 112 101.18 0.0704 0.0 15.469 1.089 Vel = 8.52 112 0.0 2.203 2T 27.277 159.490 37.056 to 120.0 0.0 27.277 0.0 113 101.18 0.0704 0.0 186.767 13.148 Vel= 8.52 113 0.0 2.203 T 13.639 1.770 50.204 to 120.0 0.0 13.639 0.771 17 101.18 0.0703 0.0 15.409 1.084 Vel = 8.52 0.0 - 101.18 -52.059 K Factor= 14.02 29 79.61 2.203 T 13.639 1.830 36.896 to 120.0 0.0 13.639 -0.793 98 79.61 0.0452 0.0 15.469 0.699 Vel = 6.70 98 0.0 2.203 2T 27.277 191.490 36.802 to 120.0 0.0 27.277 0.0 99 79.61 0.0452 0.0 218.767 9.884 Vel = 6.70 99 0.0 2.203 T 13.639 1.770 46.686 to 120.0 0.0 13.639 0.767 10 79.61 0.0452 0.0 15.409 0.696 Vel = 6.70 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 15 N16108-Roof System I Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 79.61 48.149 KFactor= 11.47 28 78.91 2.203 T 13.639 1.830 37.078 to 120.0 0.0 13.639 -0.793 96 78.91 0.0445 0.0 15.469 0.688 Vel = 6.64 96 0.0 2.203 2T 27.277 191.490 36.973 to 120.0 0.0 27.277 0.0 97 78.91 0.0444 0.0 218.767 9.724 Vel = 6.64 97 0.0 2.203 T 13.639 1.770 46.697 to 120.0 0.0 13.639 0.767 9 78.91 0.0445 0.0 15.409 0.685 Vel = 6.64 0.0 78.91 48.149 KFactor= 11.37 27 78.38 2.203 T 13.639 1.830 37.237 to 120.0 0.0 13.639 -0.793 93 78.38 0.0440 0.0 15.469 0.680 Vel = 6.60 93 0.0 2.203 T 13.639 115.740 37.124 to 120.0 0.0 13.639 0.0 94 78.38 0.0439 0.0 129.379 5.680 Vel = 6.60 94 0.0 2.203 T 13.639 75.750 42.804 to 120.0 0.0 13.639 0.0 95 78.38 0.0439 0.0 89.389 3.924 Vel = 6.60 95 0.0 2.203 T 13.639 1.770 46.728 to 120.0 0.0 13.639 0.767 8 78.38 0.0439 0.0 15.409 0.676 Vel = 6.60 0.0 78.38 48.171 K Factor= 11.29 26 78.01 2.203 1 13.639 1.830 37.377 to 120.0 0.0 13.639 -0.793 25 78.01 0.0435 0.0 15.469 0.673 Vel = 6.57 25 0.0 2.203 T 13.639 51.740 37.257 to 120.0 0.0 13.639 0.0 24 78.01 0.0435 0.0 65.379 2.845 Vel = 6.57 24 0.0 2.203 0.0 8.000 40.102 to 120.0 0.0 0.0 0.0 23 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57 23 0.0 2.203 0.0 8.000 40.450 to 120.0 0.0 0.0 0.0 22 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57 22 0.0 2.203 0.0 8.000 40.798 to 120.0 0.0 0.0 0.0 21 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57 21 0.0 2.203 0.0 8.000 41.146 to 120.0 0.0 0.0 0.0 1 78.01 0.0436 0.0 8.000 0.349 Vel = 6.57 1 0.0 2.203 0.0 8.000 41.495 to 120.0 0.0 0.0 0.0 2 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JIG TATE FIRE PROTECTION Page 16 N16108-Roof System 1 Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 2 0.0 2.203 0.0 8.000 41.843 to 120.0 0.0 0.0 0.0 3 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57 3 0.0 2.203 0.0 8.000 42.191 to 120.0 0.0 0.0 0.0 4 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57 4 0.0 2.203 0.0 8.000 42.539 to 120.0 0.0 0.0 0.0 5 78.01 0.0435 0.0 8.000 0.348 Vel = 6.57 5 0.0 2.203 T 13.639 75.750 42.887 to 120.0 0.0 13.639 0.0 6 78.01 0.0435 0.0 89.389 3.890 Vel = 6.57 6 0.0 2.203 1 13.639 1.770 46.777 to 120.0 0.0 13.639 0.767 7 78.01 0.0435 0.0 15.409 0.670 Vel = 6.57 0.0 78.01 48.214 KFactor= 11.23 40 77.76 2.203 1 13.639 1.830 37.517 to 120.0 0.0 13.639 -0.793 82 77.76 0.0433 0.0 15.469 0.670 Vel = 6.55 82 0.0 2.203 1 13.639 51.730 37.394 to 120.0 0.0 13.639 0.074 83 77.76 0.0432 0.0 65.369 2.827 Vel = 6.55 83 0.0 2.203 0.0 8.000 40.295 to 120.0 0.0 0.0 -0.013 84 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55 84 0.0 2.203 0.0 8.000 40.628 to 120.0 0.0 0.0 -0.009 85 77.76 0.0434 0.0 8.000 0.347 Vel = 6.55 85 0.0 2.203 0.0 8.000 40.966 to 120.0 0.0 0.0 -0.013 86 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55 86 0.0 2.203 0.0 8.000 41.299 to 120.0 0.0 0.0 -0.013 87 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55 87 0.0 2.203 0.0 8.000 41.632 to 120.0 0.0 0.0 -0.009 88 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55 88 0.0 2.203 0.0 8.000 41.969 to 120.0 0.0 0.0 -0.013 89 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55 89 0.0 2.203 0.0 8.000 42.302 to 120.0 0.0 0.0 -0.013 90 77.76 0.0434 0.0 8.000 0.347 Vel = 6.55 90 0.0 2.203 0.0 8.000 42.636 to 120.0 0.0 0.0 0.0 91 77.76 0.0432 0.0 8.000 0.346 Vel = 6.55 91 0.0 2.203 T 13.639 75.740 42.982 to 120.0 0.0 13.639 0.039 92 77.76 0.0433 0.0 89.379 3.866 Vel = 6.55 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 17 N16108-Roof System I Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c'.or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 92 0.0 2.203 1 13.639 1.770 46.887 to 120.0 0.0 13.639 0.767 58 77.76 0.0432 0.0 15.409 0.666 Vel = 6.55 0.0 77.76 48.320 KFactor= 11.19 41 77.65 2.203 T 13.639 1.830 37.640 to 120.0 0.0 13.639 -0.793 70 77.65 0.0432 0.0 15.469 0.668 Vel = 6.54 70 0.0 2.203 1 13.639 51.730 37.515 to 120.0 0.0 13.639 0.186 71 77.65 0.0432 0.0 65.369 2.821 Vel = 6.54 71 0.0 2.203 0.0 8.000 40.522 to 120.0 0.0 0.0 -0.030 72 77.65 0.0430 0.0 8.000 0.344 Vel = 6.54 72 0.0 2.203 0.0 8.000 40.836 to 120.0 0.0 0.0 -0.030 73 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54 73 0.0 2.203 0.0 8.000 41.151 to 120.0 0.0 0.0 -0.026 74 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54 74 0.0 2.203 0.0 8.000 41.470 to 120.0 0.0 0.0 -0.030 75 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54 75 0.0 2.203 0.0 8.000 41.785 to 120.0 0.0 0.0 -0.030 76 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54 76 0.0 2.203 0.0 8.000 42.100 to 120.0 0.0 0.0 -0.030 77 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54 77 0.0 2.203 0.0 8.000 42.415 to 120.0 0.0 0.0 -0.030 78 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54 78 0.0 2.203 0.0 8.000 42.730 to 120.0 0.0 0.0 0.0 79 77.65 0.0431 0.0 8.000 0.345 Vel = 6.54 79 0.0 2.203 T 13.639 75.730 43.075 to 120.0 0.0 13.639 0.100 81 77.65 0.0431 0.0 89.369 3.855 Vel = 6.54 81 0.0 2.203 1 13.639 1.770 47.030 to 120.0 0.0 13.639 0.767 57 77.65 0.0431 0.0 15.409 0.664 Vel = 6.54 0.0 77.65 48.461 K Factor= 11.15 42 77.60 2.203 T 13.639 1.830 37.752 to 120.0 0.0 13.639 -0.793 59 77.6 0.0431 0.0 15.469 0.667 Vel = 6.53 59 0.0 2.203 T 13.639 51.710 37.626 to 120.0 0.0 13.639 0.303 60 77.6 0.0431 0.0 65.349 2.816 Vel = 6.53 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JO TATE FIRE PROTECTION Page 18 N16108-Roof System I Area 2 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 60 0.0 2.203 0.0 8.000 40.745 to 120.0 0.0 0.0 -0.048 61 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53 61 0.0 2.203 0.0 8.000 41.042 to 120.0 0.0 0.0 -0.048 62 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53 62 0.0 2.203 0.0 8.000 41.339 to 120.0 0.0 0.0 -0.048 63 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53 63 0.0 2.203 0.0 8.000 41.636 to 120.0 0.0 0.0 -0.048 64 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53 64 0.0 2.203 0.0 8.000 41.933 to 120.0 0.0 0.0 -0.052 65 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53 65 0.0 2.203 0.0 8.000 42.226 to 120.0 0.0 0.0 -0.048 66 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53 66 0.0 2.203 0.0 8.000 42.523 to 120.0 0.0 0.0 -0.048 67 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53 67 0.0 2.203 0.0 8.000 42.820 to 120.0 0.0 0.0 0.004 68 77.6 0.0431 0.0 8.000 0.345 Vet = 6.53 68 0.0 2.203 1 13.639 75.710 43.169 to 120.0 0.0 13.639 0.160 69 77.6 0.0431 0.0 89.349 3.850 Vet = 6.53 69 0.0 2.203 1 13.639 1.770 47.179 to 120.0 0.0 13.639 0.762 56 77.6 0.0432 0.0 15.409 0.665 Vet = 6.53 0.0 77.60 48.606 K Factor = 11.13 Computer Programs by Hydratec Inc. Revision: 50.52.1 F.M.."Lw..q - - - Fire Protection by Computer Design JG TATE FIRE PROTECTION 13771 Danielson Street Suite F Poway, CA 92064 858 486-0900 Job Name : N16108-Roof System 2 Area 3 (ESFR) Building : FP-2 Location : 3248 Lionshead Ave., Carlsbad, CA 92010 System : 3 Contract : N16-108 Data File : N16108-Roof System 2 Area 3 (ESFR).WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 JG TATE FIRE PROTECTION Page N16108-Roof System 2 Area 3 (ESFR) Date HYDRAULIC CALCULATIONS for Project name: Raceway Lot 16 Location: 3248 Lionshead Ave., Carlsbad, CA 92010 Drawing no: FP-2 Date: 1-23-17 Design Remote area number: 3 Remote area location: System 2 West Side Occupancy classification: Storage (Spec. Building) Density: - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 80 - SqFt Type of sprinklers calculated: Reliable Model N25 ESFR SSP SIN RA0912 No. of sprinklers calculated: 12 In-rack demand: 0 - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1865.6 - GPM @ 109.5 - Psi Type of system: Wet Pipe Volume of dry or preaction system: - Gal Water supply information Date: 06-30-2016 Location: Lionsheads Ave Source: Carlsbad Fire Dept. Name of contractor: JIG Tate Fire Protection Address: 13771 Danielson St. Suite F, Poway, CA 92064 Phone number: 858 486-0900 Name of designer: Rick Larsen Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C JG TATE FIRE PROTECTION Page 2 N16108-Roof System 2 Area 3 (ESFR) Date City Water Supply: Demand: Cl - Static Pressure : 127 Dl - Elevation : 13.634 C2 - Residual Pressure: 106 D2 - System Flow :1365.62 C2 - Residual Flow : 8000 D2 - System Pressure :109.522 Hose ( Demand ) : 500 D3 - System Demand :1865.62 Safety Margin : 16.057 150 :L 140 130 )2 P 120 C2 R 110 - E 100 s 90 580 U70 R6° E5° 40 30 20 10 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW ( N ' 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary JIG TATE FIRE PROTECTION N 16108-Roof System 2 Area 3 (ESFR) Page 3 Date Fitting Legend Abbrev. Name 1/2 % 1 11/4 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with . The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD JG TATE FIRE PROTECTION N16108-Roof System 2 Area 3 (ESFR) Page Date 4 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 150 31.48 25.68 na 151 31.48 23.18 na 152 31.48 25.2 20.68 na 114.59 0.3 80 20.0 153 31.48 25.2 20.0 na 112.7 0.3 80 20.0 154 31.48 25.2 20.0 na 112.7 0.3 80 20.0 155 31.48 25.2 20.7 na 114.65 0.3 80 20.0 156 31.48 64.26 na 157 29.65 69.95 na 158 29.44 70.06 na 159 29.23 70.22 na 160 29.02 70.45 na 161 28.71 70.77 na 162 28.13 73.11 na 163 27.6 73.67 na 164 27.08 74.3 na TOR2 26.96 76.38 na BOR2 2.0 87.74 na UGA 0.0 89.28 na UG1 -3.0 91.03 na UG2 -3.0 94.26 na UG3 -3.0 96.36 na UG4 -3.0 98.67 na BFI -3.0 100.3 na BF2 -3.0 107.49 na TEST 0.0 109.52 na HOSE -3.0 94.57 na 500.0 165 31.48 28.18 na 166 31.48 30.68 na 168 31.48 38.61 na 169 29.65 44.23 na 170 29.44 44.34 na 171 29.23 44.5 na 172 29.02 44.73 na 173 28.75 44.94 na 174 28.41 45.14 na 175 28.05 45.33 na 176 27.72 45.48 na 177 29.56 46.78 na 178 28.91 71.4 na 179 31.27 38.7 na 181 31.27 30.75 na 182 31.27 28.24 na 183 31.27 25.74 na 184 31.27 23.23 na 185 31.27 25.2 20.72 na 114.72 0.3 80 20.0 186 31.27 25.2 20.04 na 112.82 0.3 80 20.0 187 31.27 25.2 20.04 na 112.82 0.3 80 20.0 188 31.27 25.2 20.74 na 114.77 0.3 80 20.0 189 31.27 64.36 na 190 31.06 38.84 na 192 31.06 30.85 na 193 31.06 28.34 na 194 31.06 25.82 na 195 31.06 23.31 na 196 31.06 25.2 20.79 na 114.9 0.3 80 20.0 197 31.06 25.2 20.11 na 113.0 0.3 80 20.0 198 31.06 25.2 20.11 na 113.0 0.3 80 20.0 199 31.06 25.2 20.81 na 114.95 0.3 80 20.0 200 31.06 64.51 na 201 30.85 45.53 na 202 30.85 47.32 na 203 30.85 48.14 na Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard JG TATE FIRE PROTECTION Page 5 N16108-Roof System 2 Area 3 (ESFR) Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 204 30.85 48.97 na 205 30.85 49.79 na 206 30.85 50.61 na 207 30.85 51.44 na 208 30.85 52.26 na 209 30.85 53.09 na 210 30.85 53.91 na 211 30.85 68.06 na 212 30.58 45.79 na 213 30.58 53.59 na 214 30.56 5445 na 215 30.54 68.34 na 216 30.25 46.39 na 217 29.96 70.27 na 218 29.88 46.6 na 219 29.43 70.8 na The maximum velocity is 19.24 and it occurs in the pipe between nodes 199 and 200 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 JG TATE FIRE PROTECTION Page 6 N16108-Roof System 2 Area 3 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total P1 Pn 150 -226.41 2.203 0.0 8.000 25.676 to 120.0 0.0 0.0 0.0 151 -226.41 -0.3124 0.0 8.000 -2.499 Vel = 19.06 151 0.0 2.203 0.0 8.000 23.177 to 120.0 0.0 0.0 0.0 152 -226.41 -0.3124 0.0 8.000 -2.499 Vel = 19.06 152 114.59 2.203 0.0 8.000 20.678 K Factor = 25.20 to 120.0 0.0 0.0 0.0 153 -111.82 -0.0848 0.0 8.000 -0.678 Vel = 9.41 153 112.70 2.203 0.0 8.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 154 0.88 0.0 0.0 8.000 0.0 Vel = 0.07 154 112.69 2.203 0.0 8.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 155 113.57 0.0872 0.0 8.000 0.698 Vel = 9.56 155 114.65 2.203 T 13.639 123.750 20.698 K Factor= 25.20 to 120.0 0.0 13.639 0.0 156 228.22 0.3170 0.0 137.389 43.559 Vel = 19.21 156 0.0 2.203 T 13.639 1.830 64.257 to 120.0 0.0 13.639 0.793 157 228.22 0.3170 0.0 15.469 4.904 Vel = 19.21 157 0.0 6.357 0.0 10.000 69.954 to 120.0 0.0 0.0 0.091 158 228.22 0.0018 0.0 10.000 0.018 Vel = 2.31 158 228.38 6.357 0.0 10.000 70.063 to 120.0 0.0 0.0 0.091 159 456.6 0.0066 0.0 10.000 0.066 Vel = 4.62 159 228.63 6.357 0.0 9.980 70.220 to 120.0 0.0 0.0 0.091 160 685.23 0.0138 0.0 9.980 0.138 Vel = 6.93 160 124.29 6.357 0.0 10.000 70.449 to 120.0 0.0 0.0 0.134 161 809.52 0.0190 0.0 10.000 0.190 Vel = 8.18 161 126.42 6.357 2E 35.205 49.220 70.773 to 120.0 0.0 35.205 0.251 162 935.94 0.0248 0.0 84.425 2.090 Vel = 9.46 162 142.31 6.357 0.0 10.010 73.114 to 120.0 0.0 0.0 0.230 163 1078.25 0.0321 0.0 10.010 0.321 Vel = 10.90 163 143.14 6.357 0.0 10.010 73.665 to 120.0 0.0 0.0 0.225 164 1221.39 0.0406 0.0 10.010 0.406 Vel = 12.35 164 144.23 6.357 2E 35.205 5.600 74.296 to 120.0 0.0 35.205 0.052 TOR2 1365.62 0.0498 0.0 40.805 2.032 Vel = 13.80 TOR2 0.0 8.249 B 14.094 25.160 76.380 to 120.0 0.0 14.094 10.810 BOR2 1365.62 0.0140 0.0 39.254 0.549 Vel = 8.20 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 7 N16108-Roof System 2 Area 3 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BOR2 0.0 8.249 2E 42.282 6.000 87.739 to 120.0 0.0 42.282 0.866 UGA 1365.62 0.0140 0.0 48.282 0.677 Vel = 8.20 UGA 0.0 8.27 E 28.468 15.000 89.282 to 140.0 0.0 28.468 1.299 UG1 1365.62 0.0104 0.0 43.468 0.452 Vel = 8.16 UGI 0.0 7.68 3E 59.557 64.160 91.033 to 140.0 T 38.602 152.202 0.0 UG2 1365.62 0.0149 G 4.412 216.362 3.225 Vel = 9.46 S 49.631 UG2 -612.59 7.68 4E 79.41 344.510 94.258 to 140.0 0.0 79.410 0.0 UG3 753.03 0.0050 0.0 423.920 2.102 Vel = 5.22 UG3 0.0 7.68 2E 39.705 426.880 96.360 to 140.0 0.0 39.705 0.0 UG4 753.03 0.0050 0.0 466.585 2.312 Vel = 5.22 UG4 1112.59 7.68 T 38.602 22.500 98.672 to 140.0 0.0 38.602 0.0 BFI 1865.62 0.0266 0.0 61.102 1.623 Vel = 12.92 BFI 0.0 7.68 T 38.602 16.000 100.295 to 140.0 3E 59.557 98.159 4.166 * Fixed Loss = 4.166 BF2 1865.62 0.0266 Zaf 0.0 114.159 3.031 Vel = 12.92 BF2 0.0 7.68 2E 39.705 85.680 107.492 to 140.0 0.0 39.705 -1.299 TEST 1865.62 0.0266 0.0 125.385 3.329 Vel = 12.92 0.0 1865.62 109.522 K Factor = 178.27 UG2 612.58 7.68 0.0 90.620 94.258 to 140.0 0.0 0.0 0.0 HOSE 612.58 0.0034 0.0 90.620 0.307 Vel = 4.24 HOSE 500.00 7.68 2E 39.705 362.790 94.565 Qa = 500 to 140.0 0.0 39.705 0.0 UG4 1112.58 0.0102 0.0 402.495 4.107 Vel = 7.71 0.0 1112.58 98.672 K Factor = 112.00 150 226.41 2.203 0.0 8.000 25.676 to 120.0 0.0 0.0 0.0 165 226.41 0.3125 0.0 8.000 2.500 Vel = 19.06 165 0.0 2.203 0.0 8.000 28.176 to 120.0 0.0 0.0 0.0 166 226.41 0.3124 0.0 8.000 2.499 Vel = 19.06 166 0.0 2.203 T 13.639 11.750 30.675 to 120.0 0.0 13.639 0.0 168 226.41 0.3124 0.0 25.389 7.932 Vel = 19.06 168 0.0 2.203 1 13.639 1.830 38.607 to 120.0 0.0 13.639 0.793 169 226.41 0.3124 0.0 15.469 4.833 Vel = 19.06 169 0.0 6.357 0.0 10.000 44.233 to 120.0 0.0 0.0 0.091 170 226.41 0.0018 0.0 10.000 0.018 Vel = 2.29 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 8 N16108-Roof System 2 Area 3 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 170 226.75 6.357 0.0 10.000 44.342 to 120.0 0.0 0.0 0.091 171 453.16 0.0064 0.0 10.000 0.064 Vel = 4.58 171 227.23 6.357 0.0 10.000 44.497 to 120.0 0.0 0.0 0.091 172 680.39 0.0137 0.0 10.000 0.137 Vel = 6.88 172 -124.29 6.357 0.0 9.990 44.725 to 120.0 0.0 0.0 0.117 173 556.1 0.0095 0.0 9.990 0.095 Vel = 5.62 173 -126.42 6.357 0.0 9.990 44.937 to 120.0 0.0 0.0 0.147 174 429.68 0.0058 0.0 9.990 0.058 Vel = 4.34 174 -142.32 6.357 0.0 10.000 45.142 to 120.0 0.0 0.0 0.156 175 287.36 0.0028 0.0 10.000 0.028 Vel = 2.90 175 -143.13 6.357 0.0 10.010 45.326 to 120.0 0.0 0.0 0.143 176 144.23 0.0008 0.0 10.010 0.008 Vel = 1.46 176 0.0 2.203 T 13.639 1.830 45.477 to 120.0 0.0 13.639 -0.797 177 144.23 0.1356 0.0 15.469 2.098 Vel = 12.14 177 0.0 2.203 2T 27.277 152.190 46.778 to 120.0 0.0 27.277 0.282 178 144.23 0.1357 0.0 179.467 24.345 Vel= 12.14 178 0.0 2.203 T 13.639 1.830 71.405 to 120.0 0.0 13.639 0.793 164 144.23 0.1356 0.0 15.469 2.098 Vel = 12.14 0.0 144.23 74.296 K Factor= 16.73 170 -226.75 2.203 1 13.639 1.830 44.342 to 120.0 0.0 13.639 -0.793 179 -226.75 -0.3133 0.0 15.469 -4.846 Vel = 19.09 179 0.0 2.203 T 13.639 11.750 38.703 to 120.0 0.0 13.639 0.0 181 -226.75 -0.3133 0.0 25.389 -7.954 Vel = 19.09 181 0.0 2.203 0.0 8.000 30.749 to 120.0 0.0 0.0 0.0 182 -226.75 -0.3132 0.0 8.000 -2.506 Vet = 19.09 182 0.0 2.203 0.0 8.000 28.243 to 120.0 0.0 0.0 0.0 183 -226.75 -0.3132 0.0 8.000 -2.506 Vet = 19.09 183 0.0 2.203 0.0 8.000 25.737 to 120.0 0.0 0.0 0.0 184 -226.75 -0.3134 0.0 8.000 -2.507 Vet = 19.09 184 0.0 2.203 0.0 8.000 23.230 to 120.0 0.0 0.0 0.0 185 -226.75 -0.3132 0.0 8.000 -2.506 Vet = 19.09 185 114.72 2.203 0.0 8.000 20.724 K Factor= 25.20 to 120.0 0.0 0.0 0.0 186 -112.03 -0.0850 0.0 8.000 -0.680 Vet = 9.43 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION N16108-Roof System 2 Area 3 (ESFR) Page 9 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt P1/Ft Eqv. Ln, Total Pf Pn 186 112.82 2.203 0.0 8.000 20.044 K Factor = 25.20 to 120.0 0.0 0.0 0.0 187 0.79 0.0 0.0 8.000 0.0 Vel = 0.07 187 112.83 2.203 0.0 8.000 20.044 K Factor = 25.20 to 120.0 0.0 0.0 0.0 188 113.62 0.0872 0.0 8.000 0.698 Vel = 9.56 188 114.76 2.203 T 13.639 123.750 20.742 K Factor= 25.20 to 120.0 0.0 13.639 0.0 189 228.38 0.3175 0.0 137.389 43.617 Vel = 19.22 189 0.0 2.203 T 13.639 1.830 64.359 to 120.0 0.0 13.639 0.793 158 228.38 0.3175 0.0 15.469 4.911 Vel = 19.22 0.0 228.38 70.063 K Factor= 27.28 171 -227.23 2.203 T 13.639 1.830 44.497 to 120.0 0.0 13.639 -0.793 190 -227.23 -0.3144 0.0 15.469 -4.864 Vel = 19.13 190 0.0 2.203 T 13.639 11.750 38.840 to 120.0 0.0 13.639 0.0 192 -227.23 -0.3145 0.0 25.389 -7.985 Vel = 19.13 192 0.0 2.203 0.0 8.000 30.855 to 120.0 0.0 0.0 0.0 193 -227.23 -0.3145 0.0 8.000 -2.516 Vel = 19.13 193 0.0 2.203 0.0 8.000 28.339 to 120.0 0.0 0.0 0.0 194 -227.23 -0.3145 0.0 8.000 -2.516 Vel = 19.13 194 0.0 2.203 0.0 8.000 25.823 to 120.0 0.0 0.0 0.0 195 -227.23 -0.3146 0.0 8.000 -2.517 Vel = 19.13 195 0.0 2.203 0.0 8.000 23.306 to 120.0 0.0 0.0 0.0 196 -227.23 -0.3145 0.0 8.000 -2.516 Vel = 19.13 196 114.91 2.203 0.0 8.000 20.790 K Factor= 25.20 to 120.0 0.0 0.0 0.0 197 -112.32 -0.0854 0.0 8.000 -0.683 Vel = 9.45 197 113.00 2.203 0.0 8.000 20.107 K Factor = 25.20 to 120.0 0.0 0.0 0.0 198 0.68 0.0 0.0 8.000 0.0 Vel = 0.06 198 113.00 2.203 0.0 8.000 20.107 K Factor = 25.20 to 120.0 0.0 0.0 0.0 199 113.68 0.0874 0.0 8.000 0.699 Vel = 9.57 199 114.94 2.203 T 13.639 123.750 20.806 K Factor= 25.20 to 120.0 0.0 13.639 0.0 200 228.62 0.3181 0.0 137.389 43.701 Vel = 19.24 200 0.0 2.203 T 13.639 1.830 64.507 to 120.0 0.0 13.639 0.793 159 228.62 0.3181 0.0 15.469 4.920 Vel = 19.24 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams 4 JG TATE FIRE PROTECTION Page 10 N16108-Roof System 2 Area 3 (ESFR) Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c'.or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 228.62 70.220 K Factor= 27.28 172 124.29 2.203 T 13.639 1.830 44.725 to 120.0 0.0 13.639 -0.793 201 124.29 0.1030 0.0 15.469 1.594 Vel = 10.46 201 0.0 2.203 T 13.639 3.750 45.526 to 120.0 0.0 13.639 0.0 202 124.29 0.1031 0.0 17.389 1.792 Vet = 10.46 202 0.0 2.203 0.0 8.000 47.318 to 120.0 0.0 0.0 0.0 203 124.29 0.1030 0.0 8.000 0.824 Vel = 10.46 203 0.0 2.203 0.0 8.000 48.142 to 120.0 0.0 0.0 0.0 204 124.29 0.1030 0.0 8.000 0.824 Vet = 10.46 204 0.0 2.203 0.0 8.000 48.966 to 120.0 0.0 0.0 0.0 205 124.29 0.1030 0.0 8.000 0.824 Vel = 10.46 205 0.0 2.203 0.0 8.000 49.790 to 120.0 0.0 0.0 0.0 206 124.29 0.1030 0.0 8.000 0.824 Vet = 10.46 206 0.0 2.203 0.0 8.000 50.614 to 120.0 0.0 0.0 0.0 207 124.29 0.1030 0.0 8.000 0.824 Vet = 10.46 207 0.0 2.203 0.0 8.000 51.438 to 120.0 0.0 0.0 0.0 208 124.29 0.1030 0.0 8.000 0.824 Vet = 10.46 208 0.0 2.203 0.0 8.000 52.262 to 120.0 0.0 0.0 0.0 209 124.29 0.1030 0.0 8.000 0.824 Vel = 10.46 209 0.0 2.203 0.0 8.000 53.086 to 120.0 0.0 0.0 0.0 210 124.29 0.1030 0.0 8.000 0.824 Vel = 10.46 210 0.0 2.203 T 13.639 123.750 53.910 to 120.0 0.0 13.639 0.0 211 124.29 0.1030 0.0 137.389 14.153 Vel= 10.46 211 0.0 2.203 T 13.639 1.830 68.063 to 120.0 0.0 13.639 0.793 160 124.29 0.1030 0.0 15.469 1.593 Vet = 10.46 0.0 124.29 70.449 K Factor= 14.81 173 126.42 2.203 1 13.639 1.830 44.937 to 120.0 0.0 13.639 -0.793 212 126.42 0.1063 0.0 15.469 1.644 Vel = 10.64 212 0.0 2.203 T 13.639 59.740 45.788 to 120.0 0.0 13.639 0.0 213 126.42 0.1063 0.0 73.379 7.801 Vet = 10.64 213 0.0 2.203 0.0 8.000 53.589 to 120.0 0.0 0.0 0.009 214 126.42 0.1062 0.0 8.000 0.850 Vel = 10.64 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION N16108-Roof System 2 Area 3 (ESFR) Page 11 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 214 0.0 2.203 E 6.819 123.750 54.448 to 120.0 0.0 6.819 0.009 215 126.42 0.1063 0.0 130.569 13.879 Vel = 10.64 215 0.0 2.203 T 13.639 1.830 68.336 to 120.0 0.0 13.639 0.793 161 126.42 0.1063 0.0 15.469 1.644 Vel= 10.64 0.0 126.42 70.773 K Factor= 15.03 174 142.32 2.203 1 13.639 1.830 45.142 to 120.0 0.0 13.639 -0.797 216 142.32 0.1324 0.0 15.469 2.048 VeI= 11.98 216 0.0 2.203 21 27.277 152.230 46.393 to 120.0 0.0 27.277 0.126 217 142.32 0.1323 0.0 179.507 23.755 Vel= 11.98 217 0.0 2.203 T 13.639 1.830 70.274 to 120.0 0.0 13.639 0.793 162 142.32 0.1323 0.0 15.469 2.047 Vel= 11.98 0.0 142.32 73.114 KFactor= 16.64 175 143.13 2.203 1 13.639 1.830 45.326 to 120.0 0.0 13.639 -0.793 218 143.13 0.1338 0.0 15.469 2.070 Vel = 12.05 218 0.0 2.203 21 27.277 152.210 46.603 to 120.0 0.0 27.277 0.195 219 143.13 0.1337 0.0 179.487 24.006 Vel = 12.05 219 0.0 2.203 T 13.639 1.830 70.804 to 120.0 0.0 13.639 0.793 163 143.13 0.1337 0.0 15.469 2.068 t Vel = 12.05 0.0 1 143.13 73.665 K Factor= 16.68 Computer Programs by Hydratec Inc. Revision: 50.52.1 AqtoPeaking Summary JG TATE FIRE PROTECTION Page 12 N16108-Roof System 2 Area 3 (ESFR) Date Auto Peaking Summary - List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 155 156 123.750 166 168 11.750 188 189 123.750 179 181 11.750 199 200 123.750 190 192 11.750 155 156 123.750 166 168 11.750 188 189 123.750 179 181 11.750 199 200 123.750 190 192 11.750 Flow Safety Pressure Required Margin Differential Left 8.000 I 1865.660 16.173 -0.116 Area Calculated I 1865.615 16.057 0.000 Right 8.000 I 1865.729 16.114 -0.056 Typical Distance Between Heads = 8.000 Split Point Used in Worst Area Peaked = 153 Split Point Used in Area Calculated = 153 Computer Programs by Hydratec Inc. Revision: 50.52.1 - - - Fire Protection by Computer Design JG TATE FIRE PROTECTION 13771 DANIELSON ST SUITE F P0 WAY, CA 92064 858 486-0900 Job Name : N 16108-Roof System 2 Area 4 Building : FP-5 Location : 3248 Lionshead Ave., Carlsbad, CA 92010 System : 4 Contract : N16-108 Data File : N16108-Mezz System 2 Area 4.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JGTATE FIRE PROTECTION Page N 16108-Roof System 2 Area 4 Date HYDRAULIC CALCULATIONS for Project name: Raceway Lot 16 Location: 3248 Lionshead Ave., Carlsbad, CA 92010 Drawing no: FP-5 Date: 11-10-16 Design Remote area number: 4 Remote area location: System 2 Below Mezz. Occupancy classification: Ordinary Group 2 Density: .2 - Gpm/SqFt Area of application: 1564 - SqFt Coverage per sprinkler: 80 - SqFt Type of sprinklers calculated: Reliable Model Fl LO SSU K8.0 SIN R1722 No. of sprinklers calculated: 15 In-rack demand: 0 - GPM Hose streams: 250 - GPM Total wafer required (including hose streams): 722.9 - GPM @ 83.0 - Psi Type of system: Wet Pipe Volume of dry orpreaction system: -Gal Water supply information Date: 06-30-2016 Location: Lionsheads Ave Source: Carlsbad Fire Dept. Name of contractor: JG Tate Fire Protection Address: 13771 Danielson St. Suite F, Poway, CA 92064 Phone number: 858 486-0900 Name of designer: Rick Larsen Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) .4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C JG TATE FIRE PROTECTION Page 2 N16108-Roof System 2 Area 4 Date City Water Supply: Demand: Cl - Static Pressure : 127 Dl - Elevation : 6.137 C2 - Residual Pressure: 106 D2 - System Flow : 472.887 C2 - Residual Flow : 8000 D2 - System Pressure : 83.037 Hose ( Demand ) : 250 D3 - System Demand : 722.887 Safety Margin : 43.717 150 140 130 P 120 C2 R 110 - E 100 s 90 D2 s 80 D u 70 R6° E5° 40 30 20 • I I I 10 I 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ittings Used Summary JG TATE FIRE PROTECTION Page 3 N 16108-Roof System 2 Area 4 Date Fitting Legend Abbrev. Name % % 1 1% 1% 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Psswe / Flow Summary - STANDARD JG TATE FIRE PROTECTION Page 4 N16108-Roof System 2 Area 4 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 14.17 8 9.3 na 24.4 0.2 122 7.0 2 14.17 8 10.95 na 26.47 0.2 122 7.0 3 14.17 8 13.06 na 28.91 0.2 122 7.0 4 14.17 15.79 na 5 14.17 8 16.18 na 32.18 0.2 111 7.0 6 14.17 8 18.94 na 34.82 0.2 122 7.0 7 14.17 22.64 na 8 12.17 25.81 na 9 12.17 26.18 na 10 12.17 27.28 na 11 12.17 34.62 na 12 14.17 8 7.41 na 21.77 0.2 19 7.0 13 14.17 8 12.8 na 28.62 0.2 55 7.0 14 14.17 8 13.33 na 29.2 0.2 122 7.0 15 14.17 8 14.03 na 29.97 0.2 122 7.0 16 14.17 8 15.47 na 31.47 0.2 122 7.0 17 14.17 8 18.36 na 34.28 0.2 111 7.0 18 14.17 8 20.06 na 35.83 0.2 122 7.0 19 14.17 22.6 na 20A 14.17 8 22.34 na 37.81 0.2 122 7.0 20 14.17 8 22.91 na 38.29 0.2 111 7.0 21 14.17 8 23.59 na 38.86 0.2 122 7.0 22 14.17 24.95 na 150 31.48 58.92 na 151 31.48 59.02 na 152 31.48 59.13 na 153 31.48 59.23 na 154 31.48 59.34 na 155 31.48 59.44 na 156 31.48 61.24 na 157 29.65 62.23 na 158 29.44 62.32 na 159 29.23 62.42 na 160 29.02 62.51 na 161 28.71 62.68 na 162 28.13 63.23 na 163 27.6 63.51 na 164 27.08 63.79 na TOR2 26.96 64.13 na BOR2 2.0 75.02 na UGA 0.0 75.98 na UG1 -3.0 77.34 na UG2 -3.0 77.69 na UG3 -3.0 78.05 na UG4 -3.0 78.44 na BF1 -3.0 78.72 na BF2 -3.0 83.76 na TEST 0.0 83.04 na HOSE -3.0 77.72 na 250.0 165 31.48 58.81 na 166 31.48 58.71 na 167 31.48 58.6 na 168 31.48 58.38 na 169 29.65 58.97 na 170 29.44 59.06 na 171 29.23 59.15 na 172 29.02 59.23 na 173 28.75 59.36 na 174 28.41 59.52 na 175 28.05 59.67 na 176 27.72 59.82 na 177 29.56 59.29 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard JGTATE FIRE PROTECTION Page 5 N16108-Roof System 2 Area 4 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 28.91 62.73 na 31.27 58.47 na 31.27 58.69 na 31.27 58.8 na 31.27 58.9 na 31.27 59.01 na 31.27 59.11 na 31.27 59.22 na 31.27 59.32 na 31.27 59.43 na 31.27 59.53 na 31.27 61.33 na 31.06 58.56 na 31.06 58.78 na 31.06 58.89 na 31.06 58.99 na 31.06 59.1 na 31.06 59.2 na 31.06 59.31 na 31.06 59.41 na 31.06 59.52 na 31.06 59.62 na 31.06 61.42 na 30.85 50.0 na 30.85 40.52 na 30.85 36.16 na 30.85 31.8 na 30.85 27.43 na 30.85 28.86 na 30.85 30.28 na 30.85 31.7 na 30.85 33.12 na 30.85 34.55 na 30.85 58.97 na 30.58 58.78 na 30.58 59.77 na 30.56 59.89 na 30.54 61.67 na 30.25 58.98 na 29.96 62.17 na 29.88 59.15 na 29.43 62.45 na The maximum velocity is 25.75 and it occurs in the pipe between nodes 172 and 201 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIñaI Calculations - Hazen-Williams - 2007 JG TATE FIRE PROTECTION Page 6 N 16108-Roof System 2 Area 4 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 46.17 1.38 0.0 10.250 9.302 K Factor = 8.00 to 120.0 0.0 0.0 0.0 2 46.17 0.1610 0.0 10.250 1.650 Vel = 9.90 2 26.48 1.61 0.0 12.000 10.952 K Factor = 8.00 to 120.0 0.0 0.0 0.0 3 72.65 0.1756 0.0 12.000 2.107 Vel = 11.45 3 28.91 1.61 0.0 8.350 13.059 K Factor 8.00 to 120.0 0.0 0.0 0.0 4 101.56 0.3265 0.0 8.350 2.726 Vel = 16.01 4 28.62 2.067 0.0 2.560 15.785 to 120.0 0.0 0.0 0.0 5 130.18 0.1531 0.0 2.560 0.392 Vel = 12.45 5 32.18 2.067 0.0 12.000 16.177 K Factor = 8.00 to 120.0 0.0 0.0 0.0 6 162.36 0.2303 0.0 12.000 2.764 Vel = 15.52 6 34.81 2.067 T 10.0 1.210 18.941 K Factor =8.00 to 120.0 0.0 10.000 0.0 7 197.17 0.3299 0.0 11.210 3.698 Vel = 18.85 7 0.0 2.067 E 5.0 2.000 22.639 to 120.0 0.0 5.000 0.866 8 197.17 0.3300 0.0 7.000 2.310 Vel = 18.85 8 0.0 3.26 0.0 10.170 25.815 to 120.0 0.0 0.0 0.0 9 197.17 0.0359 0.0 10.170 0.365 Vel = 7.58 9 160.76 3.26 0.0 10.170 26.180 to 120.0 0.0 0.0 0.0 10 357.93 0.1081 0.0 10.170 1.099 Vel = 13.76 10 114.96 3.26 2E 18.815 21.750 27.279 to 120.0 0.0 18.815 0.0 11 472.89 0.1810 0.0 40.565 7.341 Vel = 18.18 11 0.0 3.26 0.0 5.000 34.620 to 120.0 0.0 0.0 -8.090 205 472.89 0.1808 0.0 5.000 0.904 Vel = 18.18 0.0 472.89 27.434 K Factor = 90.28 12 21.77 1.049 E 2.0 10.460 7.406 K Factor =8.00 to 120.0 0.0 2.000 0.0 1 21.77 0.1522 0.0 12.460 1.896 Vel = 8.08 0.0 21.77 9.302 K Factor = 7.14 13 28.62 1.049 T 5.0 6.810 12.802 K Factor = 8.00 to 120.0 0.0 5.000 0.0 4 28.62 0.2526 0.0 11.810 2.983 Vel = 10.62 0.0 28.62 15.785 K Factor = 7.20 14 29.20 1.38 0.0 10.250 13.326 K Factor =8.00 to 120.0 0.0 0.0 0.0 15 29.2 0.0689 0.0 10.250 0.706 Vel = 6.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JG TATE FIRE PROTECTION Page 7 N 16108-Roof System 2 Area 4 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cl, or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 29.97 1.61 0.0 12.000 14.032 K Factor = 8.00 to 120.0 0.0 0.0 0.0 16 59.17 0.1202 0.0 12.000 1.442 Vel= 9.32 16 31.47 1.61 0.0 10.920 15.474 K Factor = 8.00 to 120.0 0.0 0.0 0.0 17 90.64 0.2646 0.0 10.920 2.889 Vet = 14.28 17 34.28 2.067 0.0 12.000 18.363 K Factor= 8.00 to 120.0 0.0 0.0 0.0 18 124.92 0.1418 0.0 12.000 1.702 Vet= 11.94 18 35.84 2.067 T 10.0 1.210 20.065 K Factor = 8.00 to 120.0 0.0 10.000 0.0 19 160.76 0.2261 0.0 11.210 2.535 Vet = 15.37 19 0.0 2.067 T 10.0 2.000 22.600 to 120.0 0.0 10.000 0.866 9 160.76 0.2262 0.0 12.000 2.714 Vet = 15.37 0.0 160.76 26.180 KFactor= 31.42 20A 37.81 1.61 0.0 10.920 22.337 K Factor = 8.00 to 120.0 0.0 0.0 0.0 20 37.81 0.0525 0.0 10.920 0.573 Vet = 5.96 20 38.29 2.067 0.0 12.000 22.910 K Factor = 8.00 to 120.0 0.0 0.0 0.0 21 76.1 0.0567 0.0 12.000 0.680 Vet = 7.28 21 38.86 2.067 T 10.0 1.210 23.590 K Factor = 8.00 to 120.0 0.0 10.000 0.0 22 114.96 0.1217 0.0 11.210 1.364 VeI= 10.99 22 0.0 2.067 1 10.0 2.000 24.954 to 120.0 0.0 10.000 0.866 10 114.96 0.1216 0.0 12.000 1.459 Vet = 10.99 0.0 114.96 27.279 K Factor= 22.01 150 40.72 2.203 0.0 8.000 58.918 to 120.0 0.0 0.0 0.0 151 40.72 0.0130 0.0 8.000 0.104 Vet = 3.43 151 0.0 2.203 0.0 8.000 59.022 to 120.0 0.0 0.0 0.0 152 40.72 0.0131 0.0 8.000 0.105 Vet = 3.43 152 0.0 2.203 0.0 8.000 59.127 to 120.0 0.0 0.0 0.0 153 40.72 0.0131 0.0 8.000 0.105 Vet = 3.43 153 0.0 2.203 0.0 8.000 59.232 to 120.0 0.0 0.0 0.0 154 40.72 0.0130 0.0 8.000 0.104 Vet = 3.43 154 0.0 2.203 0.0 8.000 59.336 to 120.0 0.0 0.0 0.0 155 40.72 0.0131 0.0 8.000 0.105 Vet = 3.43 - 155 0.0 2.203 1 13.639 123.750 59.441 to 120.0 0.0 13.639 0.0 156 40.72 0.0131 0.0 137.389 1.795 Vet = 3.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fal aIcuIations - Hazen-Williams JIG TATE FIRE PROTECTION Page 8 N 16108-Roof System 2 Area 4 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 156 0.0 2.203 T 13.639 1.830 61.236 to 120.0 0.0 13.639 0.793 157 40.72 0.0131 0.0 15.469 0.202 Vel = 3.43 157 0.0 6.357 0.0 10.000 62.231 to 120.0 0.0 0.0 0.091 158 40.72 0.0001 0.0 10.000 0.001 Vel = 0.41 158 40.72 6.357 0.0 10.000 62.323 to 120.0 0.0 0.0 0.091 159 81.44 0.0002 0.0 10.000 0.002 Vel = 0.82 159 40.76 6.357 0.0 9.980 62.416 to 120.0 0.0 0.0 0.091 160 122.2 0.0006 0.0 9.980 0.006 Vel = 1.24 160 166.94 6.357 0.0 10.000 62.513 to 120.0 0.0 0.0 0.134 161 289.14 0.0028 0.0 10.000 0.028 Vel = 2.92 161 41.56 6.357 2E 35.205 49.220 62.675 to 120.0 0.0 35.205 0.251 162 330.7 0.0036 0.0 84.425 0.306 Vel = 3.34 162 47.06 6.357 0.0 10.010 63.232 to 120.0 0.0 0.0 0.230 163 377.76 0.0045 0.0 10.010 0.045 Vel = 3.82 163 47.36 6.357 0.0 10.010 63.507 to 120.0 0.0 0.0 0.225 164 425.12 0.0058 0.0 10.010 0.058 Vel = 4.30 164 47.77 6.357 2E 35.205 5.600 63.790 to 120.0 0.0 35.205 0.052 TOR2 472.89 0.0070 0.0 40.805 0.286 Vel = 4.78 TOR2 0.0 8.249 B 14.094 25.160 64.128 to 120.0 0.0 14.094 10.810 BOR2 472.89 0.0020 0.0 39.254 0.077 Vel = 2.84 BOR2 0.0 8.249 2E 42.282 6.000 75.015 to 120.0 0.0 42.282 0.866 UGA 472.89 0.0020 0.0 48.282 0.095 Vel = 2.84 UGA 0.0 8.27 E 28.468 15.000 75.976 to 140.0 0.0 28.468 1.299 UG1 472.89 0.0015 0.0 43.468 0.064 Vel = 2.82 UG1 0.0 7.68 1 38.602 64.160 77.339 to 140.0 3E 59.557 152.202 0.0 UG2 472.89 0.0016 G 4.412 216.362 0.350 Vel = 3.28 S 49.631 UG2 -183.65 7.68 4E 79.41 344.510 77.689 to 140.0 0.0 79.410 0.0 UG3 289.24 0.0008 0.0 423.920 0.357 Vel = 2.00 UG3 0.0 7.68 2E 39.705 426.880 78.046 to 140.0 0.0 39.705 0.0 UG4 289.24 0.0008 0.0 466.585 0.394 Vel = 2.00 UG4 433.65 7.68 T 38.602 22.500 78.440 to 140.0 0.0 38.602 0.0 BF1 722.89 0.0046 0.0 61.102 0.281 Vel = 5.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - * JG TATE FIRE PROTECTION Page 9 N16108-Roof System 2 Area 4 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF1 0.0 7.68 1 38.602 16.000 78.721 to 140.0 3E 59.557 98.159 4.514 * * Fixed Loss = 4.514 BF2 722.89 0.0046 Zaf 0.0 114.159 0.525 Vel = 5.01 BF2 0.0 7.68 2E 39.705 85.680 83.760 to 140.0 0.0 39.705 -1.299 TEST 722.89 0.0046 0.0 125.385 0.576 Vel = 5.01 0.0 722.89 83.037 K Factor= 79.33 UG2 183.65 7.68 0.0 90.620 77.689 to 140.0 0.0 0.0 0.0 HOSE 183.65 0.0004 0.0 90.620 0.033 Vel = 1.27 HOSE 250.00 7.68 2E 39.705 362.790 77.722 Qa = 250 to 140.0 0.0 39.705 0.0 UG4 433.65 0.0018 0.0 402.495 0.718 Vel = 3.00 0.0 - 433.65 78.440 K Factor= 48.96 150 -40.72 2.203 0.0 8.000 58.918 to 120.0 0.0 0.0 0.0 165 -40.72 -0.0131 0.0 8.000 -0.105 Vel = 3.43 165 0.0 2.203 0.0 8.000 58.813 to 120.0 0.0 0.0 0.0 166 -40.72 -0.0130 0.0 8.000 -0.104 Vel = 3.43 166 0.0 2.203 0.0 8.000 58.709 to 120.0 0.0 0.0 0.0 167 40.72 -0.0131 0.0 8.000 -0.105 Vel = 3.43 167 0.0 2.203 T 13.639 3.750 58.604 to 120.0 0.0 13.639 0.0 168 40.72 -0.0131 0.0 17.389 -0.227 Vel = 3.43 168 0.0 2.203 T 13.639 1.830 58.377 to 120.0 0.0 13.639 0.793 169 -40.72 -0.0131 0.0 15.469 -0.202 Vel = 3.43 169 0.0 6.357 0.0 10.000 58.968 to 120.0 0.0 0.0 0.091 170 40.72 -0.0001 0.0 10.000 -0.001 Vel = 0.41 170 -40.72 6.357 0.0 10.000 59.058 to 120.0 0.0 0.0 0.091 171 -81.44 -0.0003 0.0 10.000 -0.003 Vel = 0.82 171 -40.76 6.357 0.0 10.000 59.146 to 120.0 0.0 0.0 0.091 172 -122.2 -0.0006 0.0 10.000 -0.006 Vel = 1.24 172 305.95 6.357 0.0 9.990 59.231 to 120.0 0.0 0.0 0.117 173 183.75 0.0012 0.0 9.990 0.012 Vel = 1.86 173 -41.56 6.357 0.0 9.990 59.360 to 120.0 0.0 0.0 0.147 174 142.19 0.0008 0.0 9.990 0.008 Vel = 1.44 174 -47.06 6.357 0.0 10.000 59.515 to 120.0 0.0 0.0 0.156 175 95.13 0.0004 0.0 10.000 0.004 Vel = 0.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FrraIcalcuIations - Hazen-Williams JG TATE FIRE PROTECTION Page 10 N16108-Roof System 2 Area 4 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 175 -47.37 6.357 0.0 10.010 59.675 to 120.0 0.0 0.0 0.143 176 47.76 0.0001 0.0 10.010 0.001 Vet = 0.48 176 0.0 2.203 T 13.639 1.830 59.819 to 120.0 0.0 13.639 -0.797 177 47.76 0.0175 0.0 15.469 0.271 Vet = 4.02 177 0.0 2.203 2T 27.277 152.190 59.293 to 120.0 0.0 27.277 0.282 178 47.76 0.0176 0.0 179.467 3.151 Vet = 4.02 178 0.0 2.203 T 13.639 1.830 62.726 to 120.0 0.0 13.639 0.793 164 47.76 0.0175 0.0 15.469 0.271 Vet = 4.02 0.0 47.76 63.790 K Factor = 5.98 170 40.73 2.203 T 13.639 1.830 59.058 to 120.0 0.0 13.639 -0.793 179 40.73 0.0131 0.0 15.469 0.202 Vet = 3.43 179 0.0 2.203 T 13.639 3.750 58.467 to 120.0 0.0 13.639 0.0 180 40.73 0.0131 0.0 17.389 0.228 Vet = 3.43 180 0.0 2.203 0.0 8.000 58.695 to 120.0 0.0 0.0 0.0 181 40.73 0.0130 0.0 8.000 0.104 Vet = 3.43 181 0.0 2.203 0.0 8.000 58.799 to 120.0 0.0 0.0 0.0 182 40.73 0.0131 0.0 8.000 0.105 Vet = 3.43 182 0.0 2.203 0.0 8.000 58.904 to 120.0 0.0 0.0 0.0 183 40.73 0.0130 0.0 8.000 0.104 Vet = 3.43 183 0.0 2.203 0.0 8.000 59.008 to 120.0 0.0 0.0 0.0 184 40.73 0.0131 0.0 8.000 0.105 Vet = 3.43 184 0.0 2.203 0.0 8.000 59.113 to 120.0 0.0 0.0 0.0 185 40.73 0.0131 0.0 8.000 0.105 Vet = 3.43 185 0.0 2.203 0.0 8.000 59.218 to 120.0 0.0 0.0 0.0 186 40.73 0.0130 0.0 8.000 0.104 Vet = 3.43 186 0.0 2.203 0.0 8.000 59.322 to 120.0 0.0 0.0 0.0 187 40.73 0.0131 0.0 8.000 0.105 Vet = 3.43 187 0.0 2.203 0.0 8.000 59.427 to 120.0 0.0 0.0 0.0 188 40.73 0.0131 0.0 8.000 0.105 Vet = 3.43 188 0.0 2.203 1 13.639 123.750 59.532 to 120.0 0.0 13.639 0.0 189 40.73 0.0131 0.0 137.389 1.796 Vet = 3.43 189 0.0 2.203 T 13.639 1.830 61.328 to 120.0 0.0 13.639 0.793 158 40.73 0.0131 0.0 15.469 0.202 Vet = 3.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams I ' 4 JG TATE FIRE PROTECTION Page 11 N 16108-Roof System 2 Area 4 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 40.73 62.323 K Factor = 5.16 171 40.76 2.203 T 13.639 1.830 59.146 to 120.0 0.0 13.639 -0.793 190 40.76 0.0131 0.0 15.469 0.203 Vet = 3.43 190 0.0 2.203 1 13.639 3.750 58.556 to 120.0 0.0 13.639 0.0 191 40.76 0.0131 0.0 17.389 0.228 Vet = 3.43 191 0.0 2.203 0.0 8.000 58.784 to 120.0 0.0 0.0 0.0 192 40.76 0.0130 0.0 8.000 0.104 Vet = 3.43 192 0.0 2.203 0.0 8.000 58.888 to 120.0 0.0 0.0 0.0 193 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43 193 0.0 2.203 0.0 8.000 58.993 to 120.0 0.0 0.0 0.0 194 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43 194 0.0 2.203 0.0 8.000 59.098 to 120.0 0.0 0.0 0.0 195 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43 195 0.0 2.203 0.0 8.000 59.203 to 120.0 0.0 0.0 0.0 196 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43 196 0.0 2.203 0.0 8.000 59.308 to 120.0 0.0 0.0 0.0 197 40.76 0.0130 0.0 8.000 0.104 Vet = 3.43 197 0.0 2.203 0.0 8.000 59.412 to 120.0 0.0 0.0 0.0 198 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43 198 0.0 2.203 0.0 8.000 59.517 to 120.0 0.0 0.0 0.0 199 40.76 0.0131 0.0 8.000 0.105 Vet = 3.43 199 0.0 2.203 T 13.639 123.750 59.622 to 120.0 0.0 13.639 0.0 200 40.76 0.0131 0.0 137.389 1.799 Vet = 3.43 200 0.0 2.203 T 13.639 1.830 61.421 to 120.0 0.0 13.639 0.793 159 40.76 0.0131 0.0 15.469 0.202 Vet = 3.43 0.0 40.76 62.416 KFactor= 5.16 172 -305.95 2.203 T 13.639 1.830 59.231 to 120.0 0.0 13.639 -0.793 201 -305.95 -0.5453 0.0 15.469 -8.435 Vet = 25.75 201 0.0 2.203 T 13.639 3.750 50.003 to 120.0 0.0 13.639 0.0 202 -305.95 -0.5453 0.0 17.389 -9.482 Vet = 25.75 202 0.0 2.203 0.0 8.000 40.521 to 120.0 0.0 0.0 0.0 203 -305.95 -0.5452 0.0 8.000 -4.362 Vet = 25.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F1a(lCaIcuIations - Hazen-Williams JG TATE FIRE PROTECTION Page 12 N 16108-Roof System 2 Area 4 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 203 0.0 2.203 0.0 8.000 36.159 to 120.0 0.0 0.0 0.0 204 -305.95 -0.5454 0.0 8.000 -4.363 Vel = 25.75 204 0.0 2.203 0.0 8.000 31.796 to 120.0 0.0 0.0 0.0 205 -305.95 -0.5452 0.0 8.000 -4.362 Vel = 25.75 205 472.88 2.203 0.0 8.000 27.434 to 120.0 0.0 0.0 0.0 206 166.93 0.1778 0.0 8.000 1.422 Vel = 14.05 206 0.0 2.203 0.0 8.000 28.856 to 120.0 0.0 0.0 0.0 207 166.93 0.1779 0.0 8.000 1.423 Vel = 14.05 207 0.0 2.203 0.0 8.000 30.279 to 120.0 0.0 0.0 0.0 208 166.93 0.1778 0.0 8.000 1.422 Vel = 14.05 208 0.0 2.203 0.0 8.000 31.701 to 120.0 0.0 0.0 0.0 209 166.93 0.1778 0.0 8.000 1.422 Vel = 14.05 209 0.0 2.203 0.0 8.000 33.123 to 120.0 0.0 0.0 0.0 210 166.93 0.1778 0.0 8.000 1.422 Vel = 14.05 210 0.0 2.203 T 13.639 123.750 34.545 to 120.0 0.0 13.639 0.0 211 166.93 0.1778 0.0 137.389 24.425 Vel = 14.05 211 0.0 2.203 T 13.639 1.830 58.970 to 120.0 0.0 13.639 0.793 160 166.93 0.1778 0.0 15.469 2.750 Vel = 14.05 0.0 166.93 62.513 KFactor= 21.11 173 41.56 2.203 T 13.639 1.830 59.360 to 120.0 0.0 13.639 -0.793 212 41.56 0.0136 0.0 15.469 0.211 Vel = 3.50 212 0.0 2.203 T 13.639 59.740 58.778 to 120.0 0.0 13.639 0.0 213 41.56 0.0136 0.0 73.379 0.996 Vel = 3.50 213 0.0 2.203 0.0 8.000 59.774 to 120.0 0.0 0.0 0.009 214 41.56 0.0135 0.0 8.000 0.108 Vel = 3.50 214 0.0 2.203 E 6.819 123.750 59.891 to 120.0 0.0 6.819 0.009 215 41.56 0.0136 0.0 130.569 1.773 Vel = 3.50 215 0.0 2.203 T 13.639 1.830 61.673 to 120.0 0.0 13.639 0.793 161 41.56 0.0135 0.0 15.469 0.209 Vel = 3.50 0.0 41.56 62.675 K Factor = 5.25 174 47.06 2.203 T 13.639 1.830 59.515 to 120.0 0.0 13.639 -0.797 216 47.06 0.0171 0.0 15.469 0.264 Vel = 3.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams .7 , JG TATE FIRE PROTECTION Page 13 N 16108-Roof System 2 Area 4 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 216 0.0 2.203 2T 27.277 152.230 58.982 to 120.0 0.0 27.277 0.126 217 47.06 0.0171 0.0 179.507 3.067 Vel = 3.96 217 0.0 2.203 T 13.639 1.830 62.175 to 120.0 0.0 13.639 0.793 162 47.06 0.0171 0.0 15.469 0.264 Vel = 3.96 0.0 47.06 63.232 K Factor = 5.92 175 47.36 2.203 T 13.639 1.830 59.675 to 120.0 0.0 13.639 -0.793 218 47.36 0.0173 0.0 15.469 0.268 Vel = 3.99 218 0.0 2.203 2T 27.277 152.210 59.150 to 120.0 0.0 27.277 0.195 219 47.36 0.0173 0.0 179.487 3.102 Vel = 3.99 219 0.0 2.203 T 13.639 1.830 62.447 to 120.0 0.0 13.639 0.793 163 47.36 0.0173 0.0 15.469 0.267 Vel = 3.99 0.0 47.36 63.507 K Factor= 5.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f fc 24(ce box Material Submittal For Raceway Lot 16 3248 Lionshead Ave. Carlsbad, CA Submitted By: J.G. Tate Fire Protection Systems Inc. 13771 Danielson St. Suite F Poway, CA 92064 Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP Bulletin 014 Rev. N 11 Ril iabui Model Fl FR Series Quick Response Glass Bulb Sprinklers M Model Fl FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Cur ivr itiui cli Lip, yl iti'Fti ti nt 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 F1FR42, F1FRXLH & F1FR28 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 NSF Certified 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). FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS Schadenverhutung GmbH (VdS) NSF Certified to NSF/ANSi Standard 61 Annex G (NSF) EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-40251 (RA1425), 0786-CPD-4022 (RA1475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNiV) Quick Response Sprinkler Reliable Automatic Sprinkler Co., Inc., 103 V.'- •' MM: Almk Upright Pendent Conventional Vertical Sidewall Horizontal Sidewall Recessed PendentJF1/F2 XLH Upright XLH Pendent XLH Recessed Pendent F1/F2 Product Description Reliable Model El FR series sprinklers are quick-response ajtomatic sprin- klers with a glass bulb thermal element. Model F1 FR series sprhklers are Stan- dard Spray sprinklers, with the excep- tion of the Model El FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. The Model F1FR 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 Fl 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. 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 side- wall, 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 F1FR 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 F1FR56 Concealed Pendent and Model F1FR56LL 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 Fl FR 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. in 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 F1FR 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 FR56LL 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 RC1 wrench is used to engage the sprinkler wrenching 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 FR56LL 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 protection and will void all guarantees, warranties, listings and approvals. 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 hydrostaticaly 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 lnstallatio, Wrench SIN mm Listings and Approvals Approval Notes US Metric inches mm inches F1FR28 2.8 40 3/8 10 Pendent 225 57 D RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 D RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 0 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS F1FR42 4.2 60 7/16 10 Pendent 2.25 57 D RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D RA1423 cULus 1,2 F1FR42LL 4.2 60 7/16 10 Pendent 2,25 57 0 RA1410 cULus, NSF Recessed Pendent 2.25 57 GFR2 RA1410 cULus, NSF F1FRXLH (F1FR42 with Pintle) 4,2 60 i 7/16 I 10 Pendent 2.25 57 0 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 I I I 9 9 1, 1;7I fl I 0A1A99 I ,i ii I I 9 I I I I Recessed Pendent 2.25 1 57 GFR2 RA1414 LPCBVdSEC 1,2,3,4 F1FR56 5.6 80 1/2 15 I Concealed Pendent 2.25 57 RC1 RA14141 cULus,VdS,EC 5,6 cULus, FM, Upright 2.25 57 D RA1425 LPCB, VdS, EC 1,2,3,4 Conventional 2.25 57 0 RA1475 LPCB, VdS, EC 4 (Pendent or Upright)" Pendent 2.25 57 0 RA1415 cULus, NSF 1 F1FR56LL 5.6 80 1/2 . 15 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, NSF Concealed Pendent 2.25 57 RC1 RA1414 cULus, NSF 6 Horizontal Sidewall 2.63 67 0 RA1435 cULus, FM 1,2,3,7 F1 FR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 GFR2 1RA1435 cULus, FM 8 Sidewall F1FR56 5.6 80 1/2 15 Vertical Sidewall 2.25 57 D RA1485 cULus, FM, 1,2,3,9 (Pendent or Upright) LPCB cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. 2) cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel RIFE plating. (3) Available with FM approved Polyester coating in black or white. i4) Available with LPCB and VdS approved Polyester coating. VdS and EC approvals of the F1FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature iaLnd sprinklers only. VdS approved sprin- klers must use Norbulb 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 OCR cover plates, available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (B.c.) mm) of adjustment. i7( cULus Listing of the Fl FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. FM Approval of the Fl FR56 Hori- zontal Sidewall sprinkler is for Light Hazard occupancies only. 18) cULus Listing and FM Approval of the F1FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9) The Fl FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. Minimum to maximum deflector to ceil- ing distance shall be 4 inches to 12 inches (102mm to 305mm). LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 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 (1070C) 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 -- _________ Upright cULus Pendent VdS F1FR40 Recessed Pendent VdS -- Pendent cULus Fl FR42 Recessed Pendent cULus -- _________ Upright cULus Pendent -- cULus, NSF -- F1FR42LL Recessed Pendent -- cULus, NSF -- Pendent cULus F1FRXLH Recessed Pendent cULus -- r Upright cULuc Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC -- F1FRS6 Concealed Pendent* cULus cULusVdSEC I cULus -- Upright cULus, FM, LPCB, VdS, EC ________ "Conventional (Pendent or Upright)" LPCB VdS EC Pendent -- cULus, NSF -- F1FR56LL Recessed Pendent -- cULus, NSF -- _________ Concealed Pendent* -- cULus, NSF -- 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 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Model Fl Model F2 Model FP Model Deflector/ (Fig. 1' & 3) (Fig. 1 & 3) (Fig. 2) SIN Orientation 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment F1FR28 - - - Recessed Pendent Recessed Pendent -- - cULus VdS cULus VdS cULus VdS RA1411 RA1418 F1FR40 - -- -- Recessed Pendent F1FR42 cULus - - cULus cULus RA1413 F1FR42LL Recessed Pendent cULus, NSF cULus, NSF - - cULus, NSF 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, NSF cULus, NSF cULus, NSF RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 2 1/4 HOLE 0/A. [57.2mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS Fl ESCUTCHEOJ_ 3/4 '[19mm] ADJUSTMENT F2 ESCUTCHEON 1/2"[12.7mm] ADJUSTMENT 1" X 1/2" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS 1 "[25.4mm] AT MINIMUM RECESS = 3/8"[9.5mm] A. / F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4 "[19mm] AT MINIMUM RECESS = 3/8 "[9.5mm] Fl ESCUTCHEON 7/8' AT MAXIMUM RECESS = 7/8 "[22.2mm] / AT MINIMUM RECESS 1-5/8 "[41.3mm] [3.2mm] F2 ESCUTCHEON AT MAXIMUM RECESS 1-118'T28. 5mm] AT MINIMUM RECESS = 1-5/8"[41.3mm] 2 27/32" 0/A. [72.2mmj Hg. 1 Model F1FR56, F1FR56LL, F1FR42, F1FR40, F1FR42LL, F1FRXLH&F1FR28 Recessed Pendent sprinkler with Model Fl o F2 escutcheon L--_—_±----- I 1" X 1/2" REDUCER 2 5/8"DM. [667mm] HOLE IN CEILING 2 5/16" DIA. [58.7mm] CUP CE/LING- FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2"[38mm] AT MINIMUM RECESS = 1 'T25. 4mm] AT MAXIMUM RECESS = 9/16'T14mmI ADJUSTMENT Fig. 2 Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FFXLH & Fl FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. Fl ESCUTCHEON AT MAXIMUM RECESS = 1-3/8"[34 mm] H AT MINIMUM RECESS = 2-1/16" 2.4mm] I V _ F2 ESCUTCHEON AT MAXIMUM RECESS 1-518'T4 1 3mm] 1/8" AT MINIMUM RECE 2- 1/16"[52.4mm] 3.2mm] NN NN NN FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS = 3/8 "[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4"[19mm] AT MINIMUM RECESS = 3/8 "[9.5mm] 2 1/4" HOLE DIA. [5 7.2mm] 1" X 1/2" REDUCER API 54 1 15/16" DIA.4 2 27/32" DIA. [72.2mm] I TURN COLLAR U TIGHT AGAINS PRINKLER Fl ESCUTCHEON WRENCH S. 3/4"[19mm] ADJUSTMENT H F2 ESCUTCHEON 1/2"[12. 7mm] ADJUSTMENT T (1) 4"-12" [10 1.6mm-304.8mm] CEILING TO DEFLECTOR Ol3FO3E RECESSED HSW w/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" - 6" [10 1.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY Fig.3 Model Fl FR56 Recessed Horizontal Sidewall sprinkler with Model El or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW -. t- +Jl -- --- 518 2 5/16" 01/I - HOL CUP CEILING - 1/2" MAX. J COVER ADJUSTM COVER PLATE -ASSEMBL Y SPRINKLER 1 1/2" MAX. FACE OF FITTING FACE OF CEILING i DIMENSION _TO 15/16" J 5/16" DIA. CONCEALED, 1 /2" ADJUSTMENT 017FG0IA Fig.4 Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment - Model CCP cover plate 101 1" x 1/2" REDUCING TEE OR ELBOW 2 5/16" CIA CUP CEILING 5/16" MA cç COVER AD J ENT PLATE — VER ASSEMBLY SPRINKLER I1III: oIA. -_I HO IN CEILING 1 1/2" MAX. FACE OF FITTING. TO FACE OF CEILING DIMENSION 3/4" 3 5/16" CIA. CONCEALED, 5/16" ADJUSTMENT O7FGO2A Fig. 5- Model Fl FR56/F1 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 platet1> Bronze Brass Chrome Chrome Plated Chrome White Polyester Plated Coated (4)(5)(6) White Painted Special Application Finishes Sprinkler Escutcheon Cover plate> Electroless Nickel PTFE(7)PTFE Electroless Nickel Bright Brass Bright Bras S(3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint(2)t6 Black Paint Off White Off White (2)(1) Off White Satin Chrome Chrome Dull Chrome Dull Other finishes and colors are available or 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. 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 (VdS) and RA1475, cULus listed Corrosion Resistant 7 Material Data Frame: DZR Brass, OM Brass, or Lcw 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, costed 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] [U prig htjrConventional][Horizontal Sidewall] [Recessed Horizontal Sidewall] [Vertical Sidewall] Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Sprinkler Temperature Rating: [135°F (57°C)][155°F (68°C)] [175°F (79CC)] [200°F (93°C)] [286°F (141 °C)] Sprinkler Finish Escutcheon Model: [F1][F2][FP] Escutcheon Finish (where applicable) Cover plate Model: [standard profile COP 1/2-inch (12.7mm) adjus:ment][low profile CC? 5/16-inch (8.0mm) adjustment] Cover plate Temoe-ature Rating: [135°F (570C) for use with Ordinary Temperature sprinklers][ 165°F (74°C) for use with Intermediate Temperature sp:inklers] Cover plate Finish Note: When Model F1FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 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 over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled ® (800) 431-1588 Sales Offices ' Paper Reliabi (914) 829-2042 Corporate Offices C (800) 848-6051 Sales Fax Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 12 /15 P/N 9999970300 Bulletin 117 Rev. Y Model Fl LO K 8.0(115 metric) Rellab-le Standard Response Sprinklers Model Fl LO Sprinkler Standard Spray Upright Standard Spray Pendent Extended Coverage Pendent Conventional Model Fl LO Recessed Sprinkler Recessed Standard Spray Pendent Recessed Extended Coverage Pendent 1, Upright Pendent For Model Fl ½" K 5.6 (80), 4.2 (60) & 2.8 (40) Sprinkler Types refer to Bulletin 013, 024 or 027 for technical speci- fications and approvals. Approval Organizations Underwriters Laboratories Inc. (UL) Underwriters' Laboratories of Canada (ULC) Factory Mutual Approvals (FM) Loss Prevention Council (LPCB, UK) VdS Schadenverhutung Gmbh EC Certificate: 1438-CPD-0041 (R1712) 1438-CPD-0040 (Ri 722) UL Listing Category Sprinklers, Automatic & Open (VNIV) Product Description Model Fl LO series sprinklers are K8.0 (115) standard- response sprinklers with a glass bulb operating element. The sprinklers use a compact frame for a low-profile, decorative appearance. Model El LO series sprinklers are available in a variety of finishes as indicated in the Finishes table in this Bulletin. Standard spray Model Fl LO sprinklers are available in pendent, recessed pendent, and upright configurations. Extended coverage pendent and recessed pendent Model Fl LO sprinklers are available for modifications or additions to existing light hazard sprinkler systems with standard-response sprinklers as well as for replacement of individual standard-response sprinklers in existing light hazard sprinkler systems. A conventional (old-style) Model Fl LO sprinkler is also available. Refer to the In- stallation Data in this Bulletin for additional information on each specific Model Fl LO sprinkler. Model Fl LO sprinklers are available in a range of tem- perature ratings as indicated in the Temperature Ratings table in this Bulletin, which may be modified by the Instal- lation Data for each specific model. Conventional Recessed Pendent Extended Coverage Recessed Extended Pendent Coverage Pendent Model Fl LO & Fl LO Recessed Sprinklers Application Model Fl LO and Fl LO Recessed sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must exercised that the orifice size, temperature rat- ing, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Association or the approving Authority Having Jurisdiction. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 DEFLECTOR SCREW LOAD BULB WASHER CUP FRAME t Technical data: Def lector Nominal Thread Max. Min.Temperature Models Response On Working Working Finish Pressure Pressure Upright K 8.0 3/" NFl See See Fl LO Standard Pendent (115 metric) or ISO 7-1R3% 175 psi 7 psi Temperature "Finish Table" Conventional Ratings Table Material Data: Frame Deflector Load Screw Cup Washer Bulb CDA Alloy 210, 220, 314, 316, 360 CDA Alloy 314 DZR Brass Nickel Alloy 440 or Alloy 360 QM Brass CDA Alloy 510 or or CDA Alloy 544 CDA Alloy 353 coated with PTFE Adhesive Tape Glass See "Installation Data" tables for additional information on each sprinkler model. (1) Model Fl LO Pendent, Recessed Pendent, Extended Coverage Pendent, Extended Coverage Recessed Pendent, and Upright sprinklers (SIN R1712, R1722, R1742) are cULus Listed for 250 psi (17 bar). 2. Model Fl LO Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench lip Urjripht Pendent Conventional Installation Data: Nominal Orifice Thread Size I Nominal K-Factor I ___________ Sprinkler Height Approval I Organization i I Sprinkler Identification Numbers (SIN) _____________________________ I US I Metric Upright I Pendent Standard-Upright (SSU) and pendent Deflectors Marked to Indicate Position 17/32" (20mm) 3/4" NPT (R3/4) 8.0 115 2.3" (58mm) 1,2,3,4 11) R1722(1)0)(1)A1 Conventional-Install in Upright or Pendent Position 20mm 3%" NPT(R3/4) 8.0 1 115 58.1mm 1 4 R1772 11) LPCB Approval up to 286°F (141°C) FM Approval for SSU up to and including 200°F (930C). Polycoated upright UL and ULC listed corrosion resistant R1722. FM Approved for polycoated sprinklers R1722, R1712. Electroless Nickel PTFE Plated - cULus listed Corrosion Resistant. Model Fl LO Recessed Pendent Sprinkler Installation Wrench: Model GFR2 Sprinkler Wrnr.h rieesseu rertoerit FACE OF REIING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS - 17254mm] AT MINIMUM RECESS = 3/879.5mm1 I F2 ESCUTCHEON AT MAXIMUM RECESS - 3/4718mm] AT MINIMUM RECESS = 3/879.5mm1 Fl ESCUTCHEON AT MAXIMUM RECESS = 7/8722.2mm] AT MINIMUM RECESS - 1-5/8741.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8728.6mm] AT MINIMUM RECESS - 1-5/8741.3mm] 2O14.l (22.2LHH,) 2 I/C HOLE OH. 5/ILE 014 (4H2mj - r - TURN COLLAR UNTIL SCHT AGAINST SPRINKLER T -r L. ADJUSTMENT (11 ADJUSTMENT vvnen instaiiea oirectiy into a tee, ine escui.cneon aimensions aajustment we oe reaucea. Installation Data: I Approval 1 Sprinkler Identification Nominal Orifice Thread Size Nominal K-Factor jj — Sprinkler Height App 1 Organization Numbers (SIN) 17/32" (20mm) 3%" NPT(R3/4) I 8.0 I 115 2.3" (58mm) 2-,4,8 A1712I1I2) LPCB Approval is for 57°C through 93°C ratings. 2) Electroless Nickel PTFE Plated - cULus listed Corrosion Resistant 3. Extended Coverage Pendent Model Fl LO Extended Coverage Pendent Sprinkle-" Deflector: EC Pendent Installation Wrench: Model D Sprinkler Wrench Approval Type: Extended Coverage - Light Hazard cupancy Coverage Area Flow Rate Pressure Nominal K=8.O (115) JZ Max. Area Width x Length gpm Llmin psi bV ft. x ft. m x m 26 98.4 10.6 16x 16 4.9 x 4.9 33 125.0 17.0 vf 1,2 18 x 18 5.5 x 5.5 40 151.4 I( { 1,7 20x20 6.0x6.0 Installation Data:,--," Nominal [,.Thad I Nominal K-Factor Sprinkler Approval Temperature Rating Sprinkler Orific,,T Size US Metric Height Organization OF OcIdentification Numbers (SIN) I NPT I I 8.0 I 115 2" . 2 I 1,2 135, 155 57,68 R1742" IIA\ j Model Fl LO Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model GFR2 Sprinkler Wrench Approval Type: Extended Coverage - Light Hazard Occupancy e \LLJIIIIII) U/"') I I \.JUIIIIIJ/ I (1) Electroless Nickel PTFE Plated - cULus listed Corrosion Resistant. II 7F'CO2B 2 I/O" I-ISLE (57.2mm] r49.2—] I I5/I6 014 I X 3/4" PACE OF NmNC TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = I "[25 4mm] L AT MINIMUM RECESS = 3/8(9.5mm] P2 ESCUTCHEON AT MAXIMUM RECESS = .3/4[19mm] AT MINIMUM RECESS 3/9[95mm] Recessed Pendent TURN COLLAR UNTIL TICI-IT AGAINST SPRINKLER WRENCH BOSS mr rfl Fl ESCUTCHEON r" ADJUSTMENT I P2 ESCUTCHEON 1/2[12. 7mm] ADJUSTMENT I (3.2mm] Fl ESCUTCHEON = AT MAXIMUM RECESS 7/718'[22.2-1 /AT MINIMUM RECESS I V P2 ESCUTCHEON I AT MAXIMUM RECESS = 1-118'[28.6-m) AT MINIMUM RECESS 1-5/8741.3mm] 2 27/32 014 (72.2mm] (I) When ins1'd directly into a tee, the escutcheon dimension's adjustment will be reduced. Coverage Area Flow Pressure Nominal 7' Max. Area Rate K=8.O (115)7' Width x Length gpm Llmin psi ,b6r ft. x ft. m x m 26 98.4 10.6 0,7 16 x 16 I 4.9 x 4.9 - 401 151.4 1 75,0 1,7 t 20 x 70 6.0 x 6.0 Installation DatAZ Nominal L'Thread I Nominal K-Factor Sprinkler Approval Temperature Rating Sprinkler Identification Orifi Size US Metric Height Organization OF Oc Numbers (SIN) 3%" NPT I 8.0 115 I 22" (56mm) 1,2 135.155 57,68 I R17421 (20mm) I (R3/4) (1) Electroless Nickel PTFE Plated - cULus listed Corrosion Resistant. Installation Model El LO sprinklers are standard response sprinklers intended for installation as specified in NFPA 13. They must also be installed with the Model D Sprinkler Wrench specifi- cally designed by Reliable for use with these sprinklers. The Model Fl LO Recessed Sprinklers are to be installed with a maximum recess of 3/4 inch (19mm). The Model Fl Escutcheon illustrated is the only recessed escutcheon to be used with the Model Fl LO Pendent and EC Sprinklers. The use of any other recessed escutcheon will void all ap- provals and negate all warranties. When installing Model Fl LO Recessed Pendent and EC Pendent Sprinklers, use the Model GFR2 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Note: A leak tight 1/2" NPT (R1/2) sprinkler joint can be obtained with a torque of 8- 18 ft-lbs (11 - 24 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Glass bulb sprinklers have orange covers to protect the bulb during the installation process. REMOVE THIS PRO- TECTION ONLY AFTER THE SYSTEM HAS BEEN HYDRO- STATICALLY TESTED AND, WHEN APPLICABLE, THE ES- CUTCHEONS HAVE BEEN INSTALLED. RASCO wrenches are designed to install sprinklers when covers are in place. Maintenance The Models Fl [0 and Fl LO Recessed Sprinklers should be inspected and the sprinkler system maintained in ac- cordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluid. Remove any sprinkler which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of dam- aged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Ordering Information Specify: Sprinkler Model: Fl LO Sprinkler Type Temperature Rating Sprinkler Finish Thread Type: [3%" NPT] [ISO 7-1 R3%] Escutcheon Finish (where applicable) Temperature Ratings Classification Sprinkler Temperature __ Maximum Ambient Temperature Bulb Color °C OF °C OF Ordinary 135 57 100 38 Orange Ordinary 155 68 100 38 Red Intermediate 175 79 150 66 Yellow Intermediate 200 93 150 66 Green High1) 286 141 225 107 Blue Extra High1 360 182 1 300 149 Mauve "Not Available for Fl LO Recessed Maximum Working Pressure 175 psi (12 bar) SIN R1712, R1722 & R1742 cULus listed for 250 psi (17 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finishes' Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Chrome Polyester Coated (6)(7) White Painted Special Application Finishes Sprinkler Escutcheon Electroless Nickel PTFE8 Electroless Nickel PIFE Bright Brass(') Bright Brass Black Plated Black Plated Black Paintmw Black Paint Off White (3) Off White Chrome Dull Chrome Dull Lead PIated 34 Wax Wax _Over _Lead 3'4 (I) Other colors and finishes are available on special order. Consult factory for details. Custom color painted sprin- klers may not retain their UL Corrosion resistance list- ing. 200°F (93°C) maximum. UL and ULC listed, and NYC approved only. 155°F to 200°F (68°C to 93°C) ratings only. 286°F (141°C) sprinklers may be coated for ambient conditions not exceeding 150°F (66°C). UL listed corrosion resistant SIN number: R1722 in standard Black or White. Corrosion resistance in other polyester colors is available upon request. (7) FM Approved for SIN R1722, R1712. cULus listed Corrosion Resistant SIN R1722, R1712 & R1742 in Electroless Nickel PTFE Plated. 5. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers 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 over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled ® (800) 431-1588 Sales Offices Paper Reliabl113 (914) 829-2042 Corporate Offices (800) 848-6051 Sales Fax Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG Printed in U.S.A. 12/15 P/N 9999970011 Bulletin 909 Rella -bil Product Description The Reliable Model N25 Early Suppression Fast Re- sponse Sprinkler (ESFR/Quick Response Storage Sprin- kler) is intended for use against severe fire challenges. This sprinkler is designed to respond quickly to growing fires and will deliver a heavy water discharge to "sup- press" rather than "control." Note: The Model N25 ESFR sprinkler utilizes a levered fusible alloy solder link in either a 165°F (74°C) or a 212°F (10000) rating. FM Global considers this a "Quick Response" storage sprinkler for use per FM Data Sheet 8-9. The sprinkler has a Nominal K Factor of 25.2 (metric 362) and will deliver approximately 98 gpm (371 Llmin) of water at 15 psi (1 bar). The smaller deflector and frame provide a broad, very symmetrical, hemispherical pattern capable of sup- pressing fires between sprinklers in high storage height areas and at the same time retaining a high momentum central core to penetrate and suppress fires occurring directly beneath the sprinkler in low storage height ar- eas. The N25 ESFR sprinkler is also less susceptible to damage due to smaller deflector and frame design. The lighter N25 ESFR passed rough use and abuse test in the labs without plastic protectors. Application and Installation The Model N25 is an ESFR sprinkler is intended for installation in accordance with NFPA 13 and is a OR Storage Sprinkler for use in all FM Loss Prevention Data Sheets as well as approval of the Authority Having Ju- risdiction. The Model N25 ESFR sprinkler is designed for ceiling only sprinkler system with no in-rack sprinklers required. Protection of (but not limited to) most encapsulated or non-encapsulated (including cartoned unexpanded) plastics. Model N25 ESFR is also use for protection of cartoned exposed 'panded plastics as well as some storage arrangements of rubber tires, rolled paper, and aerosols. Model N25 (SIN RA0912) Early Suppression Fast Response Sprinkler Model N25 ESFR Sprinkler Design Criteria General guidelines: Sprinkler Position: Pendent, align frame arms with the pipe. Deflectors should be parallel with the ceil- ing or roof. System Type: Wet Pipe Systems Only Maximum area of coverage: 100 ft2 (9.3m2), greater coverage area are allowable in some cases. Minimum area of coverage: 64 ft2 (5.8m2) Maximum slope ceiling: 2/12 pitch (950) Maximum spacing: 12 ft (3,7m) for building heights up to 30 ft (9.1m) and 10 feet (3.1m) for building heights greater than 30 ft (9.1 m) Minimum spacing: 8 feet (2.4m) Deflector distance from walls: At least 4 inches (102mm) from walls, and no more than one-half the allowable distance permitted between sprinklers. Deflector to Top of Storage: at least 36 in (914mm). Deflector to ceiling Distance: 6 - 18 in (152 - 457mm). Center Line of Thermal Sensing Element To Ceiling Distance: 4 - 17 in (101.6 - 425mm). Listings and Approvals 1. FM Approved as a quick response storage sprinkler. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Technical Data: Sprinkler Maximum Ambient Sprinkler Classification Temperature Link Frame Temperature Approvals Identification I Color Color Number OF Oc OF °C (SIN) Ordinary 165 74 Black Uncolored 100 38 FM Intermediate RA0912 212 I 100 White White 150 66 FM Material Data: Frame Deflector Load Screw Lever Strut I I Link Cap Washer Kick Spring I Assembly I I Brass Bronze Stainless Stainless Stainless Beryllium Nickel , Brass Beryllium Stainless Steel Steel Steel Soldered Nickel Steel LINE RIj Fig. 1 2. Storage Type NFPA FM Open Frame (that is, no solid shelves) Refer to NFPA 13, Single, Double, Multiple-Row, or Portable Rack Storage Chapters 16 and 17. Refer to FM 8-9. of Class l-IV and Group A or B Plastics Solid Pile or Palletized Storage of Class l-IV Refer to NFPA 13, Refer to FM 8-9. and Group A or B Plastics Chapters 14 and 5. Idle Pallet Storage Refer to NFPA 13 , Chapter 12 Refer to FM 8-24. Rubber Tire Storage Refer to NFPA 13, Chapter 18. Refer to FM 8-3. Rolled Paper Storage (Refer to the standard) Refer to NFPA 13, Chapter 19. Refer to FM 8-21. Flammable Liquid Storage (Refer to standard) Refer to NFPA 30. Refer to FM 7-29. Aerosol Storage (Refer to the standard) Refer to NFPA 3013. Refer to FM 7-31. Automotive Components In Portable Racks Refer to NFPA 13, R:fer to FM .8-1 and 8-9. (Control mode only; refer to the standard) Chapter 20. TABLE 1 COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW FOR MODEL ESFR-25 PENDENT SPRINKLERS 11 Installation Data Sprinkler Type Thread Size "K" Factor Maximum Working Finish US Metric Pressure Pendent Only 1" NPT 25,2 362 1 (Ri) 175 psi (12,1 bar) Bronze Maintenance The Model N25 ESFR Sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinkler with soap and water, ammo- nia or any other cleaning fluid. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be main- tained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be main- tained in the original cartons and packaging until used, to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Once operated, automatic sprinklers cannot be reassem- bled and reused. New sprinklers of the same size, type and temperature rating must be installed. A cabinet of re- placement sprinklers should be provided for this purpose. Model N25 ESFR Sprinkler Specification Sprinklers shall be Early Suppression Fast Response (ESFR) pendent suppression mode sprinklers specifically tested and [FM Approved] for commodity storage applica- tions. Sprinkler frame and deflector to be of bronze con- struction. Fusible link assembly shall utilize the strut and lever principle of operation with approved fast response black-painted or white-painted beryllium-nickel thermal element. Water seal shall consist of a Teflon-coated Bell- ville spring washer and brass cap assembly containing no plastic parts. ESFR sprinklers shall have a nominal K-factor of 25.2 with 1" NPT threaded end connections. Sprinkler temperature rating shall be [Ordinary 165°F (740C)] [Inter- mediate 212°F (100°C)]. Link Assembly Frame Arm Model N wrench Fig. 3 - Model N Wrench Use only the Model N sprinkler wrench for removal and installation. Any other type of wrench may damage the sprinkler. Note: When handling sprinklers, hold sprinklers only on frame arms and do not apply any force on the link as- sembly. Sprinklers should be tightened between 22 - 30 ft-lbs (29.8 - 40.7 Nm) torque. Sprinklers not tightened to recommended torque may cause leakage or impairment of the sprinkler. Damage sprinklers must be replaced im- mediately. Ordering Information Specify: Temperature rating Thread type 1" NPT or ISO 7-R1 Fig. 2 The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Recycled (800) 431-1588 Sales Offices Paper Reliable (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 10/13 P/N 9999970454 'F SYSTEM _$ SENSOR WFDN Series Waterfiow Detector The System Sensor WFDN series is compatible with schedule 7 through 40 steel pipe, for sizes 2 in. through 4 in. and compatible with schedule 10 through 40 steel pipe, sizes 5 in. through 8 in., and can be mounted in a vertical or horizontal position. Features New directional cover allows installers and inspectors to easily see the direction of flow UL-listed models are NEMA 4 rated New cover provides a better seal, is lighter weight, not painted and corrosion resistant Sealed retard mechanism immune to dust and other contaminants Less exposed metal reduces shock hazard, plastic cover acts as insulator and is resistant to arcing Visual switch activation Audible switch activation (73 dBA) Field-replaceable timer/switch assembly Accommodates up to 12 AWG wire Switch Synchronization activates both alarm panel and local bell or horn strobe Tamper-resistant cover screws Improved water sealing Reduced product weight Wire-ready terminals .rnrr' ad w(rrd ,','th '-'ow tcrmrzl block layout. Snan-in oppona cover tamper switch Improved timer repeatability and accuracy Agency Listings I@"dA LISTED APPROVED S739 3051266 The new WFDN Series waterf low detectors from System Sensor consists of a rugged, NEMA 4-rated enclosure that is more damage resistant than previous metal designs. The waterf low detector is designed for both indoor and outdoor use, with the widest available temperature range, from 32°F to 150°F. They are also approved for installation on the widest range of pipe schedules, sizes 2 in. through 4 in. are approved for installation on pipe schedules 7 through 40. UL-listed models are equipped with tamper-resistant cover screws to prevent unauthorized entry, Inside, two sets of SPDT (Form C) synchronized switches are enclosed in a durable terminal block with new layout designed to make wiring easy with wire ready terminals, COM terminals are on a different elevation, large barrier between switches and easy to read raised textured lettering all make wiring easy. An optional cover tamper switch is available, securely snaps into place, no tools required. The WFDN series incorporates a mechanical time delay feature, which minimizes the risk of false alarm due to pressure surges or air trapped in the fire sprinkler system. The larger and easy to turn timer dial makes setting the waterflow detector easy with high contrast pad printed markings. The dial offers three tabs to help with turning, with one larger tab located on the dial position for approximately 60 second., a notch is alsandicatod on the dial to locate appraximr.atcv 31i rc.ac.r dctcct, cirmly it Cct. )fl......../ The WFDN series is designed for accuracy and repeatability. The detector also offers improved performance during vibration in riser applications where detectors are exposed to a large in rush of water. NOTE: COMMON AND B-NO CONNECTIONS WILL CLOSE WHEN VANE IS DEFLECTED, I.E., WHEN WATER IS FLOWING. DUAL SWITCHES PERMIT APPLICATIONS TO BE COMBINED ON A SINGLE DETECTOR. CONTACT RATINGS 125/250 VAC 10 AMPS 24VDC 2.5 AMPS C58-0238-000 ownw ON READY STATE Waterfiow Detector Specifications Vane-type waterfiow detectors shall be installed on system piping as designated on the drawing and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate nominal size, either a vertical upflow or horizontal run, at least 6 in. from any fittings that may change water direction, flow rate, or pipe diameter or no closer than 24 in. from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 450 psi for 2 in. -8 in. pipes. The detector shall respond to waterf low in the specified direction after a preset time delay that is field adjustable, The delay mechanism shall be a sealed mechanical pneumatic unit with visual and audible indication of actuation. The actuation mechanism shall include a ethylene vinyl acetate vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts). Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. Unless noted, enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc. All detectors shall be listed by Underwriters Laboratories Inc. for indoor or outdoor use. Standard Specifications Static Pressure Rating 450 PSI Operating Temperature Range 32°F to 150°F (0°C to 66°C) Maximum Surge 18 Feet Per Second (FPS) Enclosure Rating* NEMA 4-suitable for indoor/outdoor use Triggering Threshold 4-10 GPM CoverTamper Switch Standard with ULC models, optional for Bandwidth (Flow Rate) UL models, part no. CIS Conduit Entrances Two openings for ½ in, conduit. Service Use Automatic Sprinkler: NFPA-13 One open, one knock-out type One or Two Family Dwelling: NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code: NFPA-72 Contact Ratings Two sets of SPDT (Form C) Warranty 3 Years 10.0A,112HP@ 125/250 VAC 2.5 A @6/12/24 VDC Compatible Pipe Steel water pipe, schedule 7 throuah 40° WFDN Field Wiring Diagram UL-LISTED SSM24-X COMPATIBLE SSV120-X CONTROL PANEL POWER + 24VDC OR 12OVAC INITIATING +[—a r— SUGGESTED EOL RESISTOR LOOP A-NC SCHEMATIC OF INDIVIDUAL SWITCH IN ______ COM "NO WATERFLOW' CONDITION A B-NO BREAK WIRE AS SHOWN FOR SUPERVISION OF CONNECTION. DO NOT ALLOW STRIPPED WIRE LEADS TO EXTEND BEYOND SWITCH HOUSING. DO NOT LOOP WIRES. 00 -91 IPE IPE ANE U-BOLT NL PIPE SADDLE U-BC Delay Adjustment Dial NOTE: RETARD TIME MAY EXCEED 90 SECONDS, ADJUST AND VERIFY THAT TIME DOES NOT EXCEED 90 SECONDS. NUMBER ON DIAL IS APPROXIMATE TIME DELAY IN SECONDS Overall Dimensions, Installed 8.9 CM (3,5") OVERALL WIDTH = PIPE DIAMETER + 6.4 CM (2.5) UL Model ULC Model Pipe Size Hole Size Shipping Weights WFD20N WFD20NA 2 in. 11/4 in. 2.6 lbs. WFD25N WFD25NA 21/2 in. 11/4 in. 2.6 lbs. WFD30N WED30NA 3 in. 2 in. 3.1 lbs. WFD40N WFD40NA 4 in. 2 in. 4.0 lbs. WFD50N WFD50NA 5 in. 2 in. 4.9 lbs. WFDGON WL')80N Accessories WFD60NA 6 n - W[DSONA 8 in. 2 in 7!r' .6 lbs i,? hs ES-RI Delay mechanism and switch assembly CTS Tamper-proof switch kit WEDW Tamper-proof wrench for cover * 2 in. -4 in. rated for use with Schedule 7 through 40 pipe, 6 in, -8 in, rated for use with Schedule 10 through 40 pipe. 3825 Ohio Avenue • St. Charles, IL 60174 @2O14 System Sensor , Product specifications subject to change without notice Visa systernsensor,com SYSTEM f , SENSOR'Phone. 800-SENSOR2 • Fax: 630-377-6495 for current product information, including the latest version of this data sheet www.systemsensor.com WF0336702 • 7/14 CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. 7770-1653:0231 Page 1 of 1 CATEGORY: 7770 -- VALVES/SWITCHES LISTEE: System Sensor, Unincorporated Div of Honeywell Intl lnc.3825 Ohio Ave, St. Charles, IL 60174 Contact: Trish Linhart (630) 762-5025 Fax (630) 377-7245 Email: trish.linhart@systemsensor.com DESIGN: Models WFD20VN, WFD25VN, WFD30VN, WFD40VN, WFD60VN, WFD20N, WFD25N, WFD30N, WFD40N, WFDSON, WFD60N, *WFD80N WFDTN, WFDTVN, WFDTNRN and RFDTHN Waterflow Indicators (paddle-type). *Models WFD20VN, WFD25VN, WFD30VN, WFD40VN, WFD60VN, WFD20N, WFD25N, WFD30N, WFD40N, WFD50N, WFD60N and WFD80N have a maximum working pressure 450 psig. *Models WFDTN, WFDTVN, WFDTNRN and RFDTHN have a maximum working pressure 375 psig. *All models have a NEMA Type 4 rating. Refer to listee's data sheet for detailed product description and operational considerations. RATING: 125/250 VAC IOA 24VDC2.5A INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances, and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number, electrical rating, and UL label. APPROVAL: Listed as waterfiow indicators for use with fire sprinkler systems. Refer to manufacturer's Installation Manual for details. *Rev 06-10-14 gt This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct V' operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2016 Listing Expires June 30, 2017 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division Ii7f[V1 I Models Available UL/FM Models SSM24-6 SSM24-8 SSM24-10 SSV120-6 SSV120-8 SSV120-10 ULC/Canadian Models SSM24-6A SSM24-8A SSM24-1 OA SSV12O-6A SSV12O-8A SSV120-10A Weatherproof Back Box WBB Product Overview SSV12O-6 Approved for indoor and outdoor use System Sensor's SSM and SSV series bells are low current, high decibel notifica- Low current draw tion appliances for use in fire and burglary systems or other signaling applications. High dB output Reliable Performance. The SSM and SSV series provide loud resonant tones. The SSM series operate on 24VDC and are motor driven, while the SSV Three sizes available 6", 8", 10" series operate on 120 VAC utilizing a vibrating mechanism. AC and DC models Simplified Installation. For indoor use, the SSM and SSV series mount to a DC models are polarized for use with standard 4 inch square electrical box. For outdoor applications, weather- proof back box, model number WBB, is used. supervision circuitry Mount directly to standard 4 square The SSM and SSV series come pre-wired, to reduce installation time. The SSM . . series Incorporate a polarized electrical design for use with supervision circuitry. electrical box Engineering Specifications Model shall be a SSM or SSV Series alarm bell. Bells shall have underdome strikers and operating mechanisms. Gongs on said bells shall be no smaller than nominal 6/8/10" (specify size) with an operating voltage of 24VDC or 120VAC (specify by part number). Bells shall be suitable for surface or semi-flush mounting. Outdoor surface mounted installations shall be weath- erproof (using optional WBB weatherproof electrical box). Otherwise bells shall mount to a standard 4" square electrical box having a maximum pro- jection of 21/2 '. Bells shall be located as shown on the drawings or as u L ULC MEA determined by the Authority Having Jurisdiction. Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State ' LISTED APPROVED approved Fire Marshal and approved by Factory Mutual and MEA. Standard Specifications Operating Temperature Range -31°F to 140°F Operating Voltage SSM series 24VDC SSV series 120VAC Termination Service Use Provided with 2 sets of leads for Fire Alarm in/out writing Generel Signaling Burglar Alarm Warranty 3 years Model Gong Diameter (inches) Nominal Voltage Operating Voltage Range Average Current Draw Sound Output (dB) SSM24-6 6 85 SSM24-8 8 24VDC 19.2 to 26.4VDC 0.03A: 85 SSM24-10 10 85 SSV12O-6 6 I 82 SSV120-8 8 120VAC 96 to 132VAC 0.047A 85 SSV120-10 10 82 * Sound output measured at Underwriter Laboratories, as specified in UL464 Ordering Information UL/FM Model Numbers ULC/Canadian Models Description SSM24-6 SSM24-6A Bell, 6, 24VDC, Polarized, 85dba SSM24-8 SSM24-8A Bell, 8', 24VDC, Polarized, 85dba SSM24-10 SSM24-10A Bell, 10", 24VDC, Polarized, 85dba SSV120-6 SSV120-6A Bell, 6°, 120VAC, 82dba SSV120-8 SSV120-8A Bell, 8°, 120VAC, 85dba SSV120-10 SSV120-10A Bell, 10", 120VAC, 82dba WBB Weatherproof Back Box for SSM and SSV series, when installed outdoor System Sensor Sales and Service System Sensor Headquarters 3825 Ohio Avenue St. Charles, It 60174 Ph: 800-SENSOR2 Fe: 630/377-6495 Documents on Demand 1-800-736-7672 x3 www.systemsensor.com System Sensor Canada Ph: 905.812.0767 Fo: 905.812.0771 System Sensor Europe Ph: 011.44,1403.276500 Fx: 011.44. 1403.276501 System Sensor in China Ph: 011.86.29.524.6253 Fe: 011.86.29.524.6259 System Sensor in Singapore Ph: 011.65.273.2230 Fe: 011.65.273.2610 System Sensor- Far East Ph: 011.85.22.191 9CO3 Fo: 0 1.85.22.736.6580 System Sensor- Australia Ph: 011.613.54.281.142 Fo: 0 1.613.54.281.172 0 1999 System Sensor. The company reserves the right to change product spa'aae' out notice. A05-260-03-11/99(10K)-#573 CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION ..... OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. 7135-1653:0217 Page 1 of 1 CATEGORY: 7135--AUDIBLE DEVICES LISTEE: System Sensor, Unincorporated Div of Honeywell Int'l Inc.3825 Ohio Ave, St. Charles, IL 60174 Contact: Irish Linhart (630) 762-5025 Fax (630) 377-7245 Email: trish.linhart@systemsensor.com DESIGN: Models SSM24-6, -8, -10 and SSVI2O-6, -8, -10 audible signal devices. Models are AC or DC powered and available in 6", 8" and 10" bells. Refer to listee's data sheet for detailed product description and operational cons ide rations. The units may be employed outdoors when used with NEMA 3R weather resistant back box Model WBB. RATING: SSM24-6 Sound output: 82 dBA SSM24-8 Sound output: 80 dBA SSM24-10 Sound output: 81 dBA SSVI20-6 Sound output: 85 dBA SSVI20-8 Sound output: 82 dBA SSVI20-10 Sound output: 82 dBA SSM Series Voltage Range: 16-33 VDC SSV Series Voltage Range: 96-132 VAC Temperature Range: -31°F to 150° F (-35°C to 66°C) INSTALLATION: In accordance with listee's printed installation instruction, applicable codes & ordinances, and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number and UL label. APPROVAL: Listed as audible devices for use with separately listed compatible fire alarm control units. If this appliance is required to produce a distinctive three-pulse Temporal Pattern Fire Alarm Evacuation Signal (for total evacuation) in accordance with NFPA 72, 2002 Edition, the appliance must be used with a fire alarm control unit that can generate the temporal pattern signal. Refer to manufacturer's Installation Manual for details. 07-30-10 fm Ti This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2016 Listing Expires June 30, 2017 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division Fig. 200S Pipe Hangers ®TOLCO C® US LISTED Fig. 200 - "Trimline" Adjustable Band Hanger (B-Line Fig. B3110NF) Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig. B317ONFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (B-Line Fig.. B311ONFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pie-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after ftistallation. 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. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in '.. hanger before 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.200-1to200-2 Conforms to Federal Specifications WW-H-171 E & A-A-11 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pie-Galvanized. Stainless Steel . materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size \\• Designed to meet or exceed requirements of Fig. 200C Fig. 200F Pipe Size Rod Size A B Approx. Wt./100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) 200-1/2 1/2 (15) /8"-16 31 /8" (79.4) 2/8" (66.7) 11 (5.0: 200-/4 3/4" (20) I8"-16 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200-1 1" 1251 /s"-16 3/8" (85.7) 2I8' (66.7) 12 53.5:' 200-11/4 11/4' (32) /8"-16 33/4" (94.0) 27/8" (73.0) 13 (3, 9) 200_11/2 11/2" (40) /8"-16 3/8' (98.4) 2/8" (73.0) 14 (5.4 200-2 2' (50) I8"-16 41/2" (114.3) 3" (76.3) 15 (5.9) 200-21/2 21/2" (65) /8"-l6 5/8" (142.9) 41/8" (104.7) 27 (2.3) 200-3 (75) /8"-16 5/8" (149.1) 4' (101.6) 29 )3.3( 200-31/2 31/2" (90) /8"-16 7 /8" (187.3) 51/4" (133.3) 4 (5.6) 200-4 (100) /8"-16 7 /8" (187.3) (127.0) 35 (-6.0) 200-5 5" (125) 1/2"13 91/8" (231.8) 61/4" (158.7) €6 (0.2) 200-6 (1 5o) 1/2"13 101/8" (257.2) 6/4" (171.4) 73 (14) 200-8 8" (200) 1/2"13 131/8" (333.4) 8/4" (222.2) 1:36 (62.3) Fig. 200-1/2. 200-/4 Fig. 200-21/2 to 200-8 [11 a 0. Fig. 200 All dimensions in charts and on drawings are in inches. Dirrens ions shown in parentheses are in mil(imeter3 urless other-vise secf led. Fire Protection Solutions 21 B-Line by T•fl lizTAN ]SZ•hYc® "No pre-drilling required. Quick to install using the Sammy Floor Jot Nut Driver with an 18V cordless drill/driver. " Saves time from traditional methods. Reduces installation costs. Made in the U.S.A. Not less than 2" nominal width (1-1/2") up to 3-112" pipe; not less than 3" (2-1/2") nominal width 4" & 5" pipe I Minimum 2-1/2" from bottom for branch lines. Minimum 3" from bot- tom for main lines. Exception: This requirement shall not apply to 2' or thicker nailing strips resting on top of steel beams. Watch a video domonsfralion at :, www.itwbulldex.com 1/4" 8019957 3/8° 8020957 3/8" 8021957 3/8° - 8073925 3/8"° 8022925 #14 SW Red 3/8" 8023925 Nut Driver Part #8114910 May require pre-ddling; consult joist manufacturer. SWG 200 1/4 x 2' 1725 (Fir) 25 125 SWG 10 1/4x 1" 622 (Fir) 300 25 125 SWG 20 1/4 x 2' 1725 (Fir) 1050 25 125 SWG 20-SS 114x2" 1725 (Fir) 850 25 125 SWG 25-380 3/8 x 2-1/2' 2249 (Fir) 1500 25 125 SWG 30 114x3" 1884 (Fir) 25 125 'T Applicationi AI.. WOOD JOIST /OROAFTeR sa.osntcsnao GER ROD I Is BARD_-f"t\ HANGER U MAX ANGLE 8w Eliminates distortion of threaded rod. Accommodates up to 3 /2" x 12 pitch roof. Allows 17° deflection from vertical. Saves time from traditional methods. Reduces installation costs. Made in the U.S.A. #14 Black X°' 3/8" 8139957 SH-GST 20 1/4 x 2" 1257 (Fir) 1050 1475 NutDri 3910 ver _[ Part #81 1 - & 3/8" 8141957 SI-I-GST3O 1/4x3" 1720 (Fir) 1500 1475 1903 Dim. Lumber 1500 3/8" 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1406 @ 45"off vertical 850 @45" Dim. Lumber - 903 Dim. Lumber - 1/2" 8303957 SH-GSTICST2.0 51160-3/4" 1-3/4" 1406 @ 45°off vertical Dim. Lumber * May require pro-drilling; consult joist manufacturer. 4 St-I Orunq. .'L.t Divcr Part 4 827'49". 25 125 25 125 25 125 25 125 co / n~_2 - P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 555 SIZE- ROD: 1/2? I SIZE - SYSTEM PIPE: 8" max. MATERIAL - Carbon Steel. FINISH - Plain or E.G. LISTING/APPROVAL - 203 - EX 2551 FUNCTION - Attachment compoient of an AFCON ban r. INSTALLATION - Per NFPA 13 and these instructicns. 1.500 / Install on vertical mounting surface. / ASSEMBLY/ATTACHMENT - Mounting hole accepts 1/2" or 5i8' fasteners. FEATURES - Tapped rod bore. ORDERING - Part # and finish. 556 BRACKET SIZE -ROD: 1/2" SIZE - SYSTEM PIPE: 8' max. m MATERIAL - Carbon Steel. FINISH - Plain or E.G. LISTENG'APPROVAL. 0 cQfi)us LiSTED 203 - EX 2-51 NOTE - Criteria same as 555 except snio:h 1732' rod bore Install hanger rod with '/2" nut. 4/13 Fi41 - Side Beam Bracket for \NFPA Rod and Fastener Sizing Size Range - 3/8 and 1/2 rod, 1/2 thru 8" pipe Material - Carbon Steel Function - Recommended for attaching hanger rod to side of beams or walls. Desigrd to accommodate current rod schedule and fastener requirements per National Fire Protection Association (NFPA) Pamphlet 13? to"ri Approvals - Underwriters' Lab oraes Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod size and finish/' CYL/ US LISTED FM UPROWD ) B N Dimensions • Weights Pipe Rod Hole Size Size ,Size A B C H-i H-2 Max. R\Approx. Load Lbs. Wt.I100 1/2 - 3/8 2 3/4 2 7/16 7/16 700 35 2½ - 4 3/8 2 3/4 2 9/16 7/16 700 1/2 21/2 3/4 2½ 9/16 9/16 1250 71 \\ 1/2 21/2 3/4 21/2 11/16 9/16 1250 70 Rij OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786,5266 www.tolco.com ®TDLCO C@Ul LISTED Set Rnit P, F1rdwinr, mdi ild 4-Way Riser Brace (plan view) Seismic Bracing Fig. 41 - Longitudinal In-Line Sway Brace Attachment Size Range: 21/2 (65mm) through 8" (200mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 21/2 (65mm) through 8" (200mm) pipe. For FM Approval information refer to page 51. Installation Instructions: Fig. 4L is the braced pipe attachment component of a longitudinal sway brace assembly. It 's intended to be combined with the bracing pipe and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 guidelines should be followed. 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 bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. Longitudinal Brace Pipe Max. Rec. Load Appro. Part Size A C D Bolt Size (cUluc) Wt./1l0 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg) 41-21/2 21I2" (65) 6/16" (163.5) 21/2" (63.5) 2/4" (69.8) 1/f-13 2015 (8.96) 253 (11.7) 41-3 (80) (177.8) 2/4' (69.8) 31/16' (77.8) 1/2'..13 2015 (8.96) 268 (121.5) 414 (100) 81/2" (215.9) 3/8" (85.7) 311/16" (937) 1/2"13 2015 (8.96) 343 (15?.8) 41-5 (125) 93/4" (247.6) 3/" (98.4) 4/8" (111.1) 1/3".33 2015 (8.96) 80 (117.3( 41-6 (150) 111/2" (292.1) 5" 1127.0 51/8" (130.2) 1/2".13 2015 18.961 €40 1293.3) 41-8 (200) 131/4" (336.5) 5/8" 1142.8, 5/8" (142.9) 1/2".13 2015 (8.96) 28 (330.2) Eaton's B-Line Business seismic bracing components are designed to be comoatible only with othe B-_ia bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components wil be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, excet that, in addition to e other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Lire's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. B-Line by Ejej All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are h' milli,yeters jnlass otherwise specified. 50 _ire Protection Solutions ®TOLCO C & US LISTED K Set Bolt Included Mounting Hardware Is Not Included Fig. 980 Fig. 4L All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 66 Fire Protection Solutions B-Line by ET'N Seismic Bracing Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4" Size Range: One size fits bracing pipe 1(25mm) thru 2' (50mm), B-Line 12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31.7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 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 TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 67. Note: Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002, 4A or approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain, Electro-Galvanized or Stainless Steel. Contact B-Line for alternative finishes. Order By: Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Part Mtg. Hdw. Mounting Hole Max. Design Approx. Number Size A B D Load (cUlus) Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 980-/8 3/8" (9.5) 51/4" (133.3) 1/8" (47.6) 13/32" (10.3) 2015 (8.96) 149 (67.6) 980-1/2 * 1/2" 112.71 51/4" 1133.31 1/8" 147.61 17/32" 113.51 2015 (8.96) 148 (67.1) 980-/8 /8" (15.9) 51/4" (133.3) 1/" 147.61 11/15" 117.51 2015 18.961 141 (66.7) 980-I4 3/4" (19.0) 51/4" (133.3) 1/8" (476) 13/16" (20.5) 2015 (8.96) 146 (66.2) * Standard c,e Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see load tables on pages ALl thru AL21. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. Seismic Bracin Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 1'25mm1 thru 8' (200mm) IPS. Pipe size used for bracing: 1 (25mm) and 11/4 (32mm) Schedule 40 IFS. Material: Steel 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. Comes assembled and ready for installation. Fig. 1001 has built-ic 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 bolts 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). For FM Approval information refer to page 71. Finish: Plain or Electro-Ga Ivan ized. Contact B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1' (25mm) or 11/4' (32mm)), 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 TOLCO bracing products. (DTOLCO C @US LISTED Pipe Size in. (mm) Part Number & Approx. Wt./100 1" (24mm) Brace Pipe 11/4" 32mm) Brace Pipe I Lbs. (kg) Lbs. (kgl Design Load Lbs. For Brace Pipe Size 1.' / 11/4" Sch. 7 Sch. 10 S,-h. 40 1" I 1/" 1.. 11114" 1"] 11/4" (25) 1001-1 X 100.0 (45.3) 1001-1 X 11/4 118.0 (53.31 ' --I-- 1000 /1000 1000/1000 11/4" (32) 1001_11/4 X 100.0 (45.3) 1001_11/4 X 11/4 114.0 (51.7' 1 1000/1600 1000 /1000 1000/1000 11/2" (40) I 1001_11/2 X 100.0 (45.3) 1 1001-1/2 X 11/4 115.0 (52.1 1000 /1000 1500 /1500 1500/1500 (50) 1 1001-2 X 108.0 (49.0) 1, 1001-2 X 11/4 121.0 (54.) 1000/1000 2015/2015 2015 /2015 21/2" (65) 1001_21/2 X 138.6 (62.8) t 1001-21/2 X 11/4 160.4 (72.1 1600 /1600 2015 /2765 20157 2765 (80) 1001-3 X 147.2 (66.7) I 1001-3 X 11I4 168.7 )76, 1600/1600 2015/2755 2015 /2765 (100) 1001-4X1 160.9 (73.0) 1001-4X11I4 182.4 (82.; 1600/1600 2015/2765 201/2765 6" (150) 1001-6 X 190.0 (86.2) 1001-6 X 11/4 211.4 (95.) 1 1600 / 1&0C 2015,/2765 2015 /2765 8" (200) 1001-8 X 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 1600/163( 2015/2765 2015/2765 B-Line by All dimensions in charts and on drawings are in inches. Dimension shc'ir in parenTheses are ir millimeters unless otherwise specified. Revised 5/9/2014 70 Fre Protection Solutions scs 3/8" Maximum Design Load 1265 Lbs. My PIv,JI III (V - any direction Bar joist sh "4 own atta to various roof mate Fig. 825A - Bar Joist Sway Brace Attachment Size Range - One size accommodates all TOLCO Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 1265 lbs. Material - Carbon Steel Function -To attach sway bracing to steel open web structural members. 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 weld- ing. 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 Canada (cUL). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation - The Fig. 825A is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be com- bined with a TOLCO transitional attachment, "bracing pipe" and a 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 bolts until bolt heads break off. Attach other TOLCO transitional attachment fitting, Fig. 909, 910 or 980. Transitional fitting attachment can pivot for adjust- ment to proper brace angle. Important Structural Note: The TOLCO Fig. 825A has significant UL established design loads, however, structural issues related to the steel joist member require restricted location installation for all bracing. Steel Joist Manufacturers require that all earth- quake bracing connections be within 6" of the cord panel point. Installation of the Fig. 825A is not restricted to the two outer third sections of the joist. For greater design loads, refer to TOLCO Fig. 825. Finish - Plain Order By - Figure number and finish Patent #6,098,942 TOLCO® brand bracing components are desgined to be compatible QIj,,I with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY 1375 SAMPSON AVE. CORONA, CA 92879• PH: 9517375599 FAX 951.1370330 CUSTOMER SERVICE 800 7865266 www.tolco.com