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1212 N. BROADWAY ST_19-0736___________
1212 N. BROADWAY ST. #A FIRE SPRINKLER PERMIT 19-736 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 19-00000736 Date 4/26/19 Property Address . . . . . . 1212 N BROADWAY ST HCAD Number: 027-083-000-0011 Alternate Search Method: Application type description FIRE SPRINKLER Subdivision Name . . . . . . NEBRASKA SYNDICATE Property Use . . . . . . . . Property Zoning . . . . . . . IND - LIGHT Application valuation . . . . 128725 ---------------------------------------------------------------------------- Type of Work FIRE SPRINKLER - ENTERPRISE BUILDING A ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ENTERPRISE PRODUCTS OPERATING CAPITAL FIRE PROTECTION LLC PO BOX 4018 P 0 BOX 422156 HOUSTON TX 772104018 HOUSTON TX 77242 Structure Information 000 000 Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . UTILITY & MISCELLANEOUS Flood Zone . . . . . . . . ZONE AE ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE SPRINKLER Additional desc . . F SPRINKLER BLDG A Permit pin number . 594978 Permit Fee . . . . 818.00 Plan Check Fee 409.00 Issue Date . . . . 4/26/19 Valuation . . . . 128725 Expiration Date . . 10/23/19 Qty Unit Charge Per Extension BASE FEE 687.50 29.00 4.5000 THOU BLDG - 100,001 - 500,000 130.50 ---------------------------------------------------------------------------- Special Notes and Comments April 25, 2019 11:17:05 AM lapoklk. 1. AS PER APPROVED PLANS AND NOTES FROM THE FMO. 2. CALL FOR INSPECTION. 3. THIS PERMIT IS FOR FIRE SPRINKLER. 4. CONTRACTOR/OWNER IS RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS. 5. A BUILDING PERMITS (AND ALL ITS APPLICABLE SUB PERMITS) MAY BE BASED ON THE REMAINDER OF THE WORK TO BE DONE. HOWEVER, IF THE WORK IS NOT COMPLETED WITHIN THE ALLOTTED TIME OF THE RENEWAL City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 19-00000736 Date 4/26/19 ---------------------------------------------------------------------------- Special Notes and Comments PERIOD, THE BUILDING PERMIT (AND ALL APPLICABLE SUB PERMITS) MUST BE APPLIED FOR AS A NEW PERMIT, AND ALL PERMIT FEES WILL BE CALCULATED FROM THE ORIGINAL PERMIT VALUATION. 6. PERMIT MUST BE ON JOB SITE. ---------------------------------------------------------------------------- Fee summary Charged --------------------------- Paid Credited Due Permit Fee Total 818.00 -------------------- 818.00 .00 ---------- .00 Plan Check Total 409.00 409.00 .00 .00 Grand Total 1227.00 1227.00 .00 .00 ------------ ----------------------------------------------- I SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE PROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT) DATE City of La Porte Planning & Development Department Phone: 281.470.5073 604 W. Fairmont PkwY. Fax: 281,470.5005 La Porte, Tx 77571 FIRE PERMIT APPLICATION www.Iaportetx.gov 1. PROJECT INFORMATION: ^1 '' 11 DATE OF SUBMITTAL: L 2 PROJECT ADDRESS(if existing): II?- N• HCAD PARCEL NO(s) 13-digit Tax ID(s): 1.) MIT PROPERTY LEGAL DESCRIPTION: ®FIRE ALARM ® FIRE SUPPRESSION ®VENT HOOD ®VENT HOOD FIRE SUPPRESSION ® UNDERGROUND FIRE LINE ABOVE -GROUND FIRESUPPRESSION ® OTHER lom Ad �'-�cLI&L_ pk� G( L;40 lio-E �2t I/u�ty DESCRIBE WORK: dew � �"��Q tJ'� � • ✓`•+n'e BUILDINGUSE: AWJM SLAG. NO.OFSTORIES: L• TOTALSD. FOOTAGE: ?GC SZA. PROJECT VALUATION:$ IZOITZ�, 2. PROPERTY OWNER CONTACT INFORMATION: OWNER'SNAME: GK�C�-V_ ILISE R20OtILTS . PHONE: .Lr I2n, ^ SR I -(o-'a(n MAILINGADDRESS: ((Cr LcA I <,iaAI A (Ott FL_ 1�L,1>_SZQ�I j TX ^I7cn2 E-MAIL: 3. CONTRACTOR/AGENT: ®'HOMEOWNER IS CONTRACTOR AGENT/ CONTRACTOR COMPAN(YY. GA4,-rnl— F12t(� \cwtx< �t PHONE I: I I �ORJ--7OI— PHONE2: E-MAIL: SWt4LLEFE0 CAPfIQE Qs FA%s: '1(�3,�79•I'�aaZ MAILINGADDRESS: 53t- ( , ) ? c SUITE UITI.j E Ze)Q, (tis O4-� . � K -7-7()� LA • CONTACT PERSON'S NAME: CCa—1 I.W( 1F1AF PHONE: lL I46OQ 4. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): 'if Homeowner is Contractor, COMPLETE ITEMS 1-4 OF PERMIT APPLICATION must furnish notarized SUBMITTWO (2) COMPLETESETS (HARDCOPIES) OF CONSTRUCTION PLANS FOR REVIEW Homestead Affidavit NOTES TO APPLICANT: 1. CONTRACTOR MUST BE REGISTERED WITH THE CITY 2. TO REGISTER WITH CITY, SUBMIT CURRENT CERTIFICATE OF INSURANCE WITH CITY NAME& ADDRESS AS CERTIFICATE HOLDER 3. NOTAVAUD PERMIT UNTIL OWNER/CONTRACTOR 15/N•OTIFIED OFAPPROVAL AND ALL APPLICABLE FEES ARE PAID IN LL APPLICANT PRINTED NAME:-59M LLI'�E APPLICANT SIGNATURE: (STAFF USE ONLYP p� Occupancy Type: Cons[. TyperA� Flood Zone:4'r Use Zone(ZonIng District): L` CE7: Taxes7:Dy_� FEES: PERMIT FEE.$ '4--"4 PLANCHECKFEE:$'40% •) 0 RESIDENTIAL DRIVEWAY TIE-IN FEE.- $ PARKLAND & ZONE FEE: Special Conditions: ® Must complete all work andposs City Inspection within 10 d sof fmltlss nce a avoldfurther Code EnforcementActlon PERMITAPPROVAL: Fire Marshal (Commercial Only): Date: 1-1 Approved for issuance by: Date: PERMITNO. Iq MARSHAL RCHAE LA PORTE FIRE MARSHAL 51 FIRE MARSHAL'S OFFICE "PLAN REVIEW" Date 04/23/2019 Business Name Enterprise Products Address 1212 N. Broadway — Building "A" Type of Review Above -Ground Fire Protection Contractor Capitol Fire Reviewed by Clif Meekins, Fire Marshal City Permit # 19- Approval I YES The Applicant shall be responsible to ensure the design specifications and plans are complete and in compliance with the requirements set forth in the ZU15 International Fire Code (IFC) and Local Amendments as well as the applicable referenced Standards listed in Chapter 45 of the YUtfi IFC. This plan review Is not Intended to be fully Inclusive as other requirements may be Imposed as warranted by the Fire Marshal or as deemed necessary during on -site Inspections by the Fire Marshal's Office. "THIS PLAN REVIEW MUST BE ON THE JOBSITE WITH THE APPROVED SET OF PLANS" 1) This Above -Ground Fire Protection system shall be installed by (Capitol Fire). An RME that works for (Capitol Fire) must be onsite for ALL Fire Marshal's inspection pertaining to this system. NO EXCEPTIONS!! 2) Pipe shall run and be installed exactly as permitted; any deviations in design, installation, materials or installation methods may void the issued permit and cause delays in the inspection process. 3) The AG Fire Protection system shall not be tied into the UG Fire Protection system until the UG system has been flushed and passed by this office. The AG Fire Protection system shall be removed from the UG Fire Protection system for flushing and Hydro Testing. 4) The tamper and flow switches shall be tied into the building fire alarm. 5) The Fire Marshal's Office approved set of Fire Sprinkler Plans, manufacture's product data sheets on all equipment being installed, and the installation permit are to be on site for all Fire Marshal's Office inspections. The On -Site Installer shall have a current State license, on their person, while on thejob site. 6) Hydro Testing: The system shall be hydrostatically tested at 200 psi (or 50 psi over maximum static pressure, whichever is greater) for a duration of at least two hours prior to the arrival of the inspector and shall be holding pressure when inspector arrives. The flush and hydro inspections may be scheduled concurrently. 7) The fire sprinkler piping shall not be covered up prior to the Fire Marshal's Office visual inspections of the piping and Hydrostatic test. If the piping is covered, and the inspectors cannot inspect as is required by Fire Code, all of the obstructions will be required to be removed. NO EXCEPTION!!!!!! 8) Contact the Fire Marshal's Office at least 24-hrs in advance (prior to cover-up) to schedule a Fire system inspection. Failure to have the system ready for inspection will result in a "failed" inspection. 125 South 3r`iStreet, La Porte, TX 77571 * Office: 281-867-4603 * Fax: 281-867-4629 FORM OF ACKNOWLEDGEMENT Subject: Enterprise Morgan's Point Fire Protection System Engineering ACKNOWLEDGEMENT OF SPRINKLER SYSTEM ENGINEERING We confirm that: Capital Fire Protection will be tasked with the Engineering of the Sprinkler System for Enterprise Morgan's Point Buildings in its entirety. This includes underground sprinkler piping, riser, and the interior sprinkler piping systems. Rando Maximos Project Manager 6990 Portwest Drive, Suite 170 Houston, Texas 77024 0:713.275.9900 F: 713.275.9901 FIRE SUPPRESSION NOTES 1. CALL FOR INSPECTION 2. AS PER FIRE MARSHALL PLAN REVIEW AND NOTES. 3. THIS PERMIT IS FOR FIRE SPRINKLER 4. CONTRACTOR/OWNER RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS. 5. A BUILDING PERMIT (AND ALL ITS APPLICABLE SUB PERMITS) MAY BE BASED ON THE REMAINDER OF THE WORK TO BE DONE, HOWEVER, IF THE WORK IS NOT COMPLETED WITHIN THE ALLOTTED TIME OF THE RENEWAL PERIOD, THE BUILDING PERMIT (AND ALL APPLICABLE SUB PERMITS) MUST BE APPLIED FOR AS A NEW PERMIT, AND ALL FEES WILL BE CALCULATED FROM THE ORIGINAL PERMIT VALUATION. kJ ECEIVED APR 1 6 9niq BY; - Registered Location(s): 3350 RODGERDALE STE E HOUSTON TX 77042 FIRE SPRINKLE Issued To: Capital Fire Protection LLC DATE ISSUED: April 13, 2018 Registration Number SCR-G-1685889 Expiration Date: 05-11-2020 EFFECTIVE DATE: 05-11-2011 TION-GENERAL L y Chris Connealy, State Fire Marshal SF0811011" To receive news and updates from the SFMO concerning Fire Industry Licensing, jsign up for the SFMO Licensing eNews Update at http://www.tdi.texas.gov/alert/esfmolicensing.html CEIVED APR 1 6 7019 Hydraulic Calculations by HydraCALC Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name 19-0445 Enterprise Morans Point Building A RA1 Drawing 2 Location Building A Level 1 PreAction System Remote Area 1 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building A Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 'Page 1 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 HYDRAULIC CALCULATIONS for Project name: 19-0445 Enterprise Morans Point Building A Location: Building A Level 1 PreAction System Drawing no: 2 Date: 4-11-2019 Design Remote area.number.FI •_ Remote area.location`:3+• Pre Action area Level 1 Occupancy classification: Light; Density, 0 ,1 Gpm7SgFt% Area ofapplication: Entire Room - SgFt Coverage per sprinkler. 196 , SgFt Type of sprinklers, calculated.- "Q.R Concealed No. of sprinklers calculated: 9 In -rack demand: - GPM Hose streams: 100 - GPM Total water required (including hose streams): 302.135 - GPM @ 42.997 - Psi Type of system: Double Interlock Pre -Action System Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor. Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number: 713-781-4000 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA1 Page 2 Date 4-9-2019 City Water Supply: Demand: C1 - Static Pressure 53 D1 - Elevation 5.630 C2 - Residual Pressure: 26 D2 - System Flow : 202.135 C2 - Residual Flow 1404 D2 - System Pressure 42.997 Hose (Demand) : 100 D3 - System Demand : 302.135 Safety Margin 8.429 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 D 40 3 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection Page 3 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 Fitting Legend Abbrev. Name % % 1 1% 1% 2 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 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 _ 6 7 8 10 12 14 18 22 27 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 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 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. 0 0 0 0 0 35 40 45 50 61 7 8 10 11 13 24 27 30 34 40 71 81 91 101 121 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Ore Protection 19-0445 Enterprise Morans Point Building A RA1 Page 4 Date 4-9-2019 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.426 302.14 42.997 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 9.0 5.6 12.25 19.6 28 10.0 25.41 2 10.0 12.24 3 10.0 13.8 4 10.0 14.7 5 10.0 19.8 6 10.0 25.56 PAV 3.0 36.88 C1 9.67 35.76 TOR 9.67 36.35 SPG 1.0 40.71 UG1 -4.0 42.9 BFP -4.0 42.92 CITY -4.0 43.0 100.0 20 9.0 5.6 12.01 19.41 21 10.0 12.0 22 9.0 5.6 13.78 20.79 23 10.0 13.83 24 9.0 5.6 18.46 24.06 25 10.0 18.65 26 9.0 5.6 22.81 26.75 27 10.0 23.14 29 9.0 5.6 17.18 23.21 31 9.0 5.6 22.86 26.77 32 10.0 23.18 80 9.0 5.6 13.2 20.35 83 9.0 5.6 14.33 21.2 84 10.0 14.33 81 10.0 13.86 82 10.0 15.48 30 10.0 17.33 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams Capital Fire Protection Page 5, 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 9 5.60 19.60 1 E 1.427 1.000 100 12.250 to 0.0 1.427 -0.433 2 10 19.6 1.049 0.0 2.427 0.1755 0.426 Val = 7.28 0.0 2 19.60 12.243 K Factor = 5.60 28 10 91.53 3 0.0 12.580 100 25.410 to 0.0 0.0 0.0 6 10 91.53 3.26 0.0 12.580 0.0122 0.153 Vel = 3.52 0.0 6 91.53 25.563 K Factor = 18.10 2 10 19.60 1 E 1.427 7.420 100 12.243 to 0.0 1.427 0.0 3 10 19.6 1.049 0.0 8.847 0.1757 1.554 Vel = 7.28 3 10 19.41 1.25 0.0 5.500 100 13.797 to 0.0 0.0 0.0 4 10 39.01 1.38 0.0 5.500 0.1651 0.908 Vel = 8.37 4 10 20.79 1.25 0.0 14.000 100 14.705 to 0.0 0.0 0.0 5 10 59.8 1.38 0.0 14.000 0.3638 5.093 Vel = 12.83 5 10 24.06 1.5 T 5.71 12.250 100 19.798 to 0.0 5.710 0.0 6 10 83.86 1.61 0.0 17.960 0.3210 5.765 Vel = 13.22 6 10 118.28 3 7L 33.571 102.377 100 25.563 to B 9.592 55.153 3.032 PAV 3 202.14 3.26 Eql 11.99 157.630 0.0526 8.290 Vel = 7.77 PAV 3 0.0 3 2L 13.44 13.240 120 36.885 to T 20.159 33.599 -2.889 C1 9.67 202.14 3.26 0.0 46.839 0.0376 1.759 Val = 7.77 C1 9.67 0.0 3 0.0 15.860 120 35.755 to 0.0 0.0 0.0 TOR 9.670 202.14 3.26 0.0 15.860 0.0376 0.596 Vel = 7.77 TOR 9.670 0.0 4 B 15.8 14.220 120 36.351 to S 28.968 44.768 3.755 SPG 1 202.14 4.26 0.0 58.988 0.0102 0.602 Val = 4.65 SPG 1 0.0 6 L 14.183 11.000 140 40.708 to 0.0 14.183 2.166 UG1 -4 202.14 6.28 0.0 25.183 0.0011 0.028 Vel = 2.09 UG1 -4 0.0 6 0.0 0.0 150 42.902 to 0.0 11.000 0.0 BFP -4 202.14 6.09 0.0 11.000 0.0013 0.014 Vel = 2.23 BFP -4 0.0 6 L 13.875 4.000 150 42.916 to G 4.625 64.749 0.0 CITY -4 202.14 6.09 T 46.249 68.749 0.0012 0.081 Vel = 2.23 100.00 Qa = 100.00 CITY 302.14 42.997 K Factor = 46.08 20 9 5.60 19.41 1 E 1.427 1.000 100 12.015 to 0.0 1.427 -0.433 21 10 19.41 1.049 0.0 2.427 0.1722 0.418 Vel = 7.21 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Eire Protection 19-0445 Enterprise Morans Point Building A RA1 Page Date 6 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Flings Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 21 10 0.0 1 E 1.427 5.420 100 12.000 to T 3.568 4.995 0.0 3 10 19.41 1.049 0.0 10.415 0.1725 1.797 Vel = 7.21 0.0 3 19.41 13.797 K Factor = 5.23 22 9 5.60 20.79 1 E 1.427 1.000 100 13.783 to 0.0 1.427 -0.433 23 10 20.79 1.049 0.0 2.427 0.1961 0.476 Val = 7.72 23 10 0.0 1 T 3.568 0.920 100 13.826 to 0.0 3.568 0.0 4 10 20.79 1.049 0.0 4.488 0.1959 0.879 Val = 7.72 0.0 4 20.79 14.705 K Factor = 5.42 24 9 5.60 24.06 1 E 1.427 1.000 100 18.456 to 0.0 1.427 -0.433 25 10 24.06 1.049 0.0 2.427 0.2567 0.623 Vel = 8.93 25 10 0.0 1 T 3.568 0.920 100 18.646 to 0.0 3.568 0.0 5 10 24.06 1.049 0.0 4.488 0.2567 1.152 Vel = 8.93 0.0 5 24.06 19.798 K Factor = 5.41 26 9 5.60 26.75 1 E 1.427 1.000 100 22.811 to 0.0 1.427 -0.433 27 10 26.75 1.049 0.0 2.427 0.3119 0.757 Vel = 9.93 27 10 0.0 1 E 1.427 2.780 100 23.135 to T 3.568 4.995 0.0 6 10 26.75 1.049 0.0 7.775 0.3123 2.428 Val = 9.93 0.0 6 26.75 25.563 K Factor = 5.29 29 9 5.60 23.21 1 E 1.427 1.000 100 17.179 to 0.0 1.427 -0.433 30 10 23.21 1.049 0.0 2.427 0.2398 0.582 Vel = 8.62 0.0 30 23.21 17.328 K Factor = 5.58 31 9 5.60 26.77 1 E 1.427 1.000 100 22.858 to 0.0 1.427 -0.433 32 10 26.77 1.049 0.0 2.427 0.3127 0.759 Vel = 9.94 32 10 0.0 1 E 1.427 2.120 100 23.184 to T 3.568 4.995 0.0 28 10 26.77 1.049 0.0 7.115 0.3129 2.226 Val = 9.94 0.0 28 26.77 25.410 K Factor = 5.31 8o 9 5.60 20.35 1 3E 6.0 2.120 120 13.205 to 0.0 6.000 -0.433 81 10 20.35 1.049 0.0 8.120 0.1344 1.091 Vel = 7.55 0.0 81 20.35 13.863 K Factor = 5.47 Computer Programs by Hydratec Inc. Revision: 5D.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA1 Page 7 e - Date 4-9-2019 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes *'***• Node2 Elev2 . Fact Qt Act Eqiv Len Total Pf/Ft Pf 83 9 5.60 21.20 1 E 2.0 1.000 120 14.326 to 0.0 2.000 -0.433 84 10 21.2 1.049 0.0 3.000 0.1450 0.435 Vel = 7.87 84 10 0.0 1 E 2.0 0.920 120 14.328 to T 5.0 7.000 0.0 82 10 21.2 1.049 0.0 7.920 0.1448 1.147 Val = 7.87 0.0 82 21.20 15.475 K Factor = 5.39 81 10 20.35 1 0.0 12.000 120 13.863 to 0.0 0.0 0.0 82 10 20.35 1.049 0.0 12.000 0.1343 1.612 Val = 7.55 82 10 21.20 1.25 0.0 14.000 120 15.475 to 0.0 0.0 0.0 30 10 41.55 1.38 0.0 14.000 0.1324 1.853 Val = 8.91 30 10 23.21 1.25 E 2.141 12.750 100 17.328 to T 4.282 6.423 0.0 28 10 64.76 1.38 0.0 19.173 0.4215 8.082 Val = 13.89 0.0 28 64.76 25.410 K Factor = 12.85 Computer Programs by Hydratec Inc. Revision: 50.53.5 Hydraulic Calculations by HydraCALC Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name : 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Drawing 2 Location LEVEL 1 WET SYSTEM Remote Area 2 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building A Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 HYDRAULIC CALCULATIONS for Project name: 19-0445 Enterprise Morans Point Building A Location: LEVEL 1 WET SYSTEM Drawing no: 2 Date: 4-11-2019 Design Remote area number: 2 Remote area location: LEVEL 1 WET SYSTEM Occupancy classification: LIGHT Density. 0.1 - Gpm/SgFt Area of application: - SgFt Coverage per sprinkler. 183 - SgFt Type of sprinklers calculated: QUICK RESPONSE PEND No. of sprinklers calculated: 12 In -rack demand: - GPM Hose streams: 0 - GPM Total water required (including hose streams): 331.29 - GPM @ 44.25 - Psi Type ofsystem: WET AUTOMATIC Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOB SITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor. Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number. 713-781-4000 Name of designer: SC Authority havingjurisdiction: CITY OF LA PORTE Notes: (Include peaking information orgridded systems here.) Page• 1 Date 4-11-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection Page 2 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 City Water Supply: Demand: C1 - Static Pressure 53 D1 - Elevation 5.630 C2 - Residual Pressure: 26 D2 - System Flow : 231.294 C2 - Residual Flow 1404 D2 - System Pressure 44.253 Hose ( Demand) : 100 D3 - System Demand : 331.294 Safety Margin 6.880 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 40 3 30 20 10 URL 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection Page 3 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Fitting Legend Abbrev. Name '% % 1 1'% 1'/2 2 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 _ 5 5 6 8 9 13 16 18 24 27 30 34 40 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 Zic Wilkins 350ADA 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 Schad 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: 50.53.5 Flow Summary - NFPA Capital,Fire Protection Page 4 19-0445 Entetprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 Node Tag Elevation Node Type 1404.0 51.133 331.29 44.253 NODE ANALYSIS Pressure Discharge at Node at Node Notes 35 9.0 5.6 10.68 18.3 36 9.67 10.68 37 9.67 11.36 38 9.67 12.1 39 9.67 16.04 40 9.67 21.63 41 9.67 21.67 13 9.67 21.87 14 9.67 22.39 15 9.67 23.18 16 9.67 -24.15 17 9.67 25.34 18 9.67 26.64 18A 9.67 29.15 C1 9.67 32.61 TOR 9.67 33.38 SPG 1.0 37.91 UG1 -4.0 40.11 BFP -4.0 40.87 CITY -4.0 44.25 100.0 42 9.0 5.6 10.67 18.29 43 9.67 10.67 44 9.67 11.28 72 9.0 5.6 10.77 18.38 73 9.67 10.77 74 9.67 11.38 75 9.67 15.02 76 9.67 15.07 11 9.67 15.32 10 9.67 15.99 9 9.67 16.42 8 9.67 16.74 7 9.67 16.93 77 9.67 16.98 33 9.67 17.04 34 9.67 21.18 45 9.0 5.6 11.36 18.88 46 9.67 11.38 47 9.0 5.6 12.15 19.52 48 9.67 12.19 49 9.67 13.67 53 9.67 13.76 u Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 NODE ANALYSIS (cont.) Pressure Discharge Page 5, 11 Date 4-11-2019 Node Tag Elevation Node Type at Node at Node Notes 12 9.67 14.47 51 9.0 5.6 12.91 20.12 52 9.67 12.97 54 9.0 5.6 12.88 20.1 55 9.67 12.94 50 9.67 13.7 56 9.0 5.6 13.74 20.76 57 9.67 13.82 58 9.67 14.68 59 9.0 5.6 11.72 19.17 60 9.67 11.75 61 9.67 12.49 78 9.67 13.56 79 9.67 14.64 66 9.0 5.6 11.55 19.03 67 9.67 11.57 62 9.67 12.27 63 9.67 12.29 64 9.67 13.13 65 9.67 15.13 68 9.0 5.6 11.57 19.05 69 9.67 11.6 70 9.0 5.6 12.38 19.71 71 9.67 12.43 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 6 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total PHFt Pf 35 9 5.60 18.30 1 E 2.0 0.670 120 10.679 to 0.0 2.000 -0.290 36 9.67 18.3 1.049 0.0 2.670 0.1105 0.295 Vel = 6.79 36 9.67 0.0 1 T 5.0 1.090 120 10.684 to 0.0 5.000 0.0 37 9.67 18.3 1.049 0.0 6.090 0.1103 0.672 Val = 6.79 37 9.67 8.70 1.25 0.0 12.410 120 11.356 to 0.0 0.0 0.0 38 9.67 27.0 1.38 0.0 12.410 0.0596 0.740 Val = 5.79 38 9.67 18.88 1.25 0.0 24.820 120 12.096 to 0.0 0.0 0.0 39 9.67 45.88 1.38 0.0 24.820 0.1590 3.947 Vel = 9.84 39 9.67 0.0 1.25 2T 12.0 20.150 120 16.043 to E 3.0 15.000 0.0 40 9.67 45.88 1.38 0.0 35.150 0.1590 5.589 Val = 9.84 40 9.67 0.0 2.5 0.0 5.560 120 21.632 to 0.0 0.0 0.0 41 9.67 45.88 2.635 0.0 5.560 0.0068 0.038 Vel = 2.70 41 9.67 43.33 2.5 0.0 8.760 120 21.670 to 0.0 0.0 0.0 13 9.67 89.21 2.635 0.0 8.760 0.0233 0.204 Val = 5.25 13 9.67 32.20 2.5 0.0 12.410 120 21.874 to 0.0 0.0 0.0 14 9.67 121.41 2.635 0.0 12.410 0.0413 0.512 Val = 7.14 14 9.67 22.44 2.5 0.0 14.000 120 22.386 to 0.0 0.0 0.0 15 9.67 143.85 2.635 0.0 14.000 0.0564 0.790 Vel = 8.46 15 9.67 21.67 2.5 0.0 13.340 120 23.176 to 0.0 0.0 0.0 16 9.67 165.52 2.635 0.0 13.340 0.0732 0.976 Val = 9.74 16 9.67 24.20 2.5 0.0 12.660 120 24.152 to 0.0 0.0 0.0 17 9.67 189.72 2.635 0.0 12.660 0.0942 1.192 Vel = 11.16 17 9.67 19.11 2.5 0.0 11.500 120 25.344 to 0.0 0.0 0.01 18 9.670 208.83 2.635 0.0 11.500 0.1125 1.294 Val = 12.29 18 9.670 22.46 2.5 L 5.491 13.000 120 26.638 to 0.0 5.491 0.0 18A 9.67 231.29 2.635 0.0 18.491 0.1358 2.512 Vel = 13.61 18A 9.67 0.0 3 L 6.72 65.166 120 29.150 to 0.0 6.720 0.0 C1 9.67 231.29 3.26 0.0 71.886 0.0482 3.465 Val = 8.89 C1 9.67 0.0 3 0.0 15.860 120 32.615 to 0.0 0.0 0.0 TOR 9.670 231.29 3.26 0.0 15.860 0.0482 0.764 Val = 8.89 TOR 9.670 0.0 4 B 15.8 14.220 120 33.379 to S 28.968 44.768 3.755 SPG 1 231.29 4.26 0.0 58.988 0.0131 0.773 Vel = 5.21 Computer Programs by Hydratec Inc. Revision: 60.53.5 Final Calculations : Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Page 7 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf SPG 1 0.0 6 L 14.183 11.000 140 37.907 to 0.0 14.183 2.166 UG1 -4 231.29 6.28 0.0 25.183 0.0015 0.037 Vel = 2.40 UG1 -4 0.0 6 3L 41.624 460.000 150 40.110 to 0.0 41.625 0.0 BFP -4 231.29 6.09 0.0 501.625 0.0015 0.762 Vel = 2.55 BFP -4 0.0 6 L 13.875 4.000 150 40.872 to G 4.625 64.749 3.276 * * Fixed Loss = 3.276 CITY -4 231.29 6.09 T 46.249 68.749 0.0015 0.105 Vel = 2.55 100.00 Qa = 100.00 CITY 331.29 44.253 K Factor = 49.80 42 9 5.60 18.29 1 E 2.0 0.670 120 10.668 to 0.0 2.000 -0.290 43 9.67 18.29 1.049 0.0 2.670 0.1105 0.295 Vel = 6.79 43 9.67 0.0 1 T 5.0 0.500 120 10.673 to 0.0 5.000 0.0 44 9.67 18.29 1.049 0.0 5.500 0.1102 0.606 Vel = 6.79 44 9.67 -9.59 1.25 0.0 10.420 120 11.279 to 0.0 0.0 0.0 37 9.67 8.7 1.38 0.0 10.420 0.0074 0.077 Vel = 1.87 0.0 37 8.70 11.356 K Factor = 2.58 72 9 5.60 18.38 1 E 2.0 0.670 120 10.767 to 0.0 2.000 -0.290 73 9.67 18.38 1.049 0.0 2.670 0.1112 0.297 Vel = 6.82 73 9.67 0.0 1 T 5.0 0.490 120 10.774 to 0.0 5.000 0.0 74 9.67 18.38 1.049 0.0 5.490 0.1113 0.611 Vel = 6.82 74 9.67 9.58 1'.25 2E 6.0 45.090 120 11.385 to T 6.0 12.000 0.0 75 9.67 27.96 1.38 0.0 57.090 0.0636 3.632 Vel = 6.00 75 9.67 0.0 2.5 T 16.474 3.440 120 15.017 to 0.0 16.474 0.0 76 9.67 27.96 2.635 0.0 19.914 0.0028 0.055 Vel = 1.64 76 9.67 33.63 2.5 T 16.474 5.010 120 15.072 to 0.0 16.474 0.0 11 9.67 61.59 2.635 0.0 21.484 0.0117 0.252 Vel = 3.62 11 9.67 26.19 2.5 2E 16.474 12.920 120 15.324 to 0.0 16.474 0.0 10 9.67 87.78 2.635 0.0 29.394 0.0226 0.665 Vel = 5.16 10 9.67 22.10 2.5 0.0 12.580 120 15.989 to 0.0 0.0 0.0 9 9.67 109.88 2.635 0.0 12.580 0.0343 0.432 Vel = 6.46 9 9.67 -22.44 2.5 0.0 14.420 120 16.421 to 0.0 0.0 0.0 8 9.67 87.44 2.635 0.0 14.420 0.0225 0.324 Val = 5.14 8 9.67 -21.67 2.5 0.0 14.220 120 16.745 to 0.0 0.0 0.0 7 9.67 65.77 2.635 0.0 14.220 0.0133 0.189 Vel = 3.87 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams .Capital Fire Protection, Page 8 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 7 9.67 -24.20 2.5 0.0 7.930 120 16.934 to 0.0 0.0 0.0 77 9.67 41.57 2.635 0.0 7.930 0.0055 0.044 Vel = 2.45 77 9.67 0.0 2.5 0.0 11.240 120 16.978 to 0.0 0.0 0.0 33 9.67 41.57 2.635 0.0 11.240 0.0057 0.064 Val = 2.45 33 9.67 0.0 1.25 2T 12.0 19.220 120 17.042 to 0.0 12.000 0.0 34 9.67 41.57 1.38 0.0 31.220 0.1325 4.137 Vel = 8.92 34 9.67 -22.47 1.25 5E 15.0 111.480 120 21.179 to T 6.0 21.000 0.0 17 9.67 19.1 1.38 0.0 132.480 0.0314 4.165 Vel- 4.10 0.0 17 19.10 25.344 K Factor = 3.79 34 9.67 22.47 1.25 E 3.0 107.640 120 21.179 to 3T 18.0 21.000 0.0 18 9.670 22.47 1.38 0.0 128.640 0.0424 5.459 Val = 4.82 0.0 18 22.47 26,638 KFactor= 4.35 45 9 5.60 18.88 1 E 2.0 0.670 120 11.362 to 0.0 2.000 -0.290 46 9,67 18.88 1.049 0.0 2.670 0.1169 0.312 Val = 7.01 46 9.67 0.0 1 T 5.0 1.090 120 11.384 to 0.0 5.000 0.0 38 9.67 18.88 1.049 0.0 6.090 0.1169 0.712 Vel = 7.01 0.0 38 18.88 12.096 K Factor = 5.43 44 9.67 9.59 1.25 0.0 12.000 120 11.279 to 0.0 0.0 0.0 74 9.67 9.59 1.38 0.0 12.000 0.0088 0.106 Val = 2.06 0.0 74 9.59 11.385 K Factor = 2.84 47 9 5.60 19.52 1 E 2.0 0.670 120 12.152 to 0.0 2.000 -0.290 48 9.67 19.52 1.049 0.0 2.670 0.1243 0.332 Vel = 7.25 48 9.67 0.0 1 E 2.6 4.840 120 12.194 to T 5.0 7.000 0.0 49 9.67 19.52 1.049 0.0 11.840 0.1244 1.473 Vel = 7.25 49 9.67 -6.09 1.25 0.0 5.530 120 13.667 to 0.0 0.0 0.0 53 9.67 13.43 1.38 0.0 5.530 0.0163 0.090 Val = 2.88 53 9.67 20.12 1.25 T 6.0 2.030 120 13.757 to 0.0 6.000 0.0 12 9.67 33.55 1.38 0.0 8.030 0.0892 0.716 Vel = 7.20 12 9.67 -11.45 1.25 T 6.0 30.820 120 14.473 to 0.0 6.000 0.0 10 9.67 22.1 1.38 0.0 36.820 0.0412 1.516 Vel = 4.74 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Page 9 Date 4-11-2019 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 10 22.10 15.989 K Factor = 5.53 51 9 5.60 20.12 1 E 2.0 0.670 120 12.907 to 0.0 2.000 -0.290 52 9.67 20.12 1.049 0.0 2.670 0.1315 0.351 Vel = 7.47 52 9.67 0.0 1 T 5.0 1.000 120 12.968 to 0.0 5.000 0.0 53 9.67 20.12 1.049 0.0 6.000 0.1315 0.789 Val = 7.47 0.0 53 20.12 13.757 K Factor = 5.42 54 9 5.60 20.10 1 E 2.0 0.670 120 12.882 to 0.0 2.000 -0.290 55 9.67 20.1 1.049 0.0 2.670 0.1311 0.350 Val = 7.46 55 9.67 0.0 1 T 5.0 0.810 120 12.942 to 0.0 5.000 0.0 50 9.67 20.1 1.049 0.0 5.810 0.1313 0.763 Val = 7.46 50 9.67 6.09 1.25 T 6.0 22.730 120 13.705 to 0.0 6.000 0.0 11 9.67 26.19 1.38 0.0 28.730 0.0564 1.619 Val = 5.62 0.0 11 26.19 15.324 K Factor = 6.69 49 9.67 6.09 1.25 E 3.0 7.100 120 13.667 to 50 9.67 6.09 1.38 0.0 0.0 3.000 10.100 0.0 0.0038 0.038 Vel = 1.31 0.0 - 50 6.09 13.705 K Factor = 1.65 56 9 5.60 20.76 1 E 2.0 0.670 120 13.738 to 0.0 2.000 -0.290 57 9.67 20.76 1.049 0.0 2.670 0.1393 0.372 Val = 7.71 57 9.67 0.0 1 T 5.0 1.150 120 13.820 to 0.0 5.000 0.0 58 9.67 20.76 1.049 0.0 6.150 0.1395 0.858 Vel = 7.71 58 9.67 11.44 1.25 T 6.0 81.110 120 14.678 to 0.0 6.000 0.0 13 9.67 32.2 1.38 0.0 87.110 0.0826 7.196 Val = 6.91 0.0 13 32.20 21.874 K Factor = 6.88 58 9.67 -11.45 1.25 2E 6.0 10.790 120 14.678 to 0.0 6.000 0.0 12 9.67 -11.45 1.38 0.0 16.790-0.0122 -0.205 Vel = 2.46 0.0 12 -11.45 14.473 K Factor = -3.01 59 9 5.60 19.17 1 E 2.0 0.670 120 11.716 to 0.0 2.000 -0.290 60 , 9.67 19.17 1.049 0.0 2.670 0.1202 0.321 Val = 7.12 60 9.67 0.0 1 T 5.0 1.180 120 11.747 to 0.0 5.000 0.0 61 9.67 19.17 1.049 0.0 6.180 0.1204 0.744 Vel = 7.12 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 10 1'9-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ****""* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 61 9.67 14.46 1.25 0.0 12.000 120 12.491 to 0.0 0.0 0.0 78 9.67 33.63 1.38 0.0 12.000 0.0895 1.074 Vel = 7.21 78 9.67 0.0 1.25 0.0 12.000 120 13.565 to 0.0 0.0 0.0 79 9.67 33.63 1.38 0.0 12.000 0.0895 1.074 Vel = 7.21 79 9.67 0.0 1.25 0.0 4.840 120 14.639 to 0.0 0.0 0.0 76 9.67 33.63 1.38 0.0 4.840 0.0895 0.433 Vel = 7.21 0.0 76 33.63 15.072 K Factor = 8.66 66 9 5.60 19.03 1 E 2.0 0.670 120 11.548 to 0.0 2.000 -D.290 67 9.67 19.03 1.049 0.0 2.670 0.1187 0.317 Vel = 7.06 67 9.67 0.0 1 T 5.0 0.820 120 11.575 to 0.0 5.000 0.0 62 9.67 19.03 1.049 0.0 5.820 0.1187 0.691 Vel = 7.06 62 9.67 -14.46 1.25 0.0 12.000 120 12.266 to 0.0 0.0 0.0 63 9.67 4.57 1.38 0.0 12.000 0.0022 0.026 Vel = 0.98 63 9.67 19.05 1.25 2E 6.0 11.960 120 12.292 to 0.0 6.000 0.0 64 9.67 23.62 1.38 0.0 17.960 0.0466 0.837 Val = 5.07 64 9.67 19.71 1.25 0.0 14.000 120 13.129 to 0.0 0.0 0.0 65 9.67 43.33 1.38 0.0 14.000 0.1431 2.003 Vel = 9.29 65 9.67 0.0 1.25 T 6.0 39.700 120 15.132 to 0.0 6.000 0.0 41 9.67 43.33 1.38 0.0 45.700 0.1431 6.538 Vel = 9.29 0.0 41 43.33 21.670 K Factor = 9.31 68 9 5.60 19.05 1 E 2.0 0.670 120 11.573 to 0.0 2.000 -0.290 69 9.67 19.05 1.049 0.0 2.670 0.1187 0.317 Vel = 7.07 69 9.67 0.0 1 T 5.0 0.820 120 11.600 to 0.0 5.000 0.0 63 9.67 19.05 1.049 0.0 5.820 0.1189 0.692 Vel = 7.07 0.0 63 19.05 12.292 K Factor = 5.43 70 9 5.60 19.71 1 E 2.0 0.670 120 12.384 to 0.0 2.000 -0.290 71 9.67 19.71 1.049 0.0 2.670 0.1266 0.338 Vel = 7.32 71 9.67 0.0 1 T 5.0 0.500 120 12.432 to 0.0 5.000 0.0 64 9.67 19.71 1.049 0.0 5.500 0.1267 0.697 Vel = 7.32 0.0 13.129 K Factor = 5.44 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams Capital Fire Protection Page 11 1 . . . 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 61 9.67 -14.46 1.25 0.0 12.000 120 12.491 to 0.0 0.0 0.0 62 9.67 -14.46 1.38 0.0 12.000 -0.0188 -0.225 Vel = 3.10 0.0 62 -14.46 12.266 K Factor = -4.13 9 9.67 22.44 1.25 2T 12.0 122.880 120 16.421 to 2E 6.0 18.000 0.0 14 9.67 22.44 1.38 0.0 140.880 0.0423 5.965 Vel = 4.81 0.0 14 22.44 22.386 K Factor = 4.74 8 9.67 21.67 1.25 3T 18.0 128.970 120 16.745 to 5E 15.0 33.000 0.0 15 9.67 21.67 1.38 0.0 161.970 0.0397 6.431 Val = 4.65 0.0 15 21.67 23.176 K Factor = 4.50 7 9.67 24.20 1.25 4T 24.0 124.200 120 16.934 to 0.0 24.000 0.0 16 9.67 24.2 1.38 0.0 148.200 0.0487 7.218 Vel = 5.19 0.0 16 24.20 24.152 K Factor = 4.92 Computer Programs by Hydratec Inc. Revision: 50.53.5 Hydraulic Calculations by HydraCALC Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name 19-0445 Enterprise Morans Point Building A RA3 Drawing 3 Location LEVEL 2 WET SYSTEM RA3 Remote Area 3 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building A Area 3.WXF Computer Programs by Hydratec Inc. Revision: 50.53.6 Capital Fire Protection Page 1 . ' 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 HYDRAULIC CALCULATIONS for Project name: 19-0445 Enterprise Morans Point Building A Location: LEVEL 2 WET SYSTEM RA3 Drawing no: 3 Date: 4-11-2019 Design Remote area number. 3 Remote area location: LEVEL 2 WET SYSTEM Occupancy classification: LIGHT Density. 0.1 - Gpm/SgFt Area of application: - SgFt Coverage per sprinkler. 170 - SgFt Type of sprinklers calculated. QUICK RESPONSE PEND No. of sprinklers calculated: 9 In -rack demand. - GPM Hose streams: 100 - GPM Total water required (including hose streams): 252.98 - GPM @ 41.44 -Psi Typeofsystem: WETAUTOMATIC Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor: Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number: 713-781-4000 Name of designer: SC Authority havingjurisdiction: CITY OF LA PORTE Notes: (Include peaking information orgridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection Page 2 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 City Water Supply: Demand: C1 - Static Pressure 53 D1 - Elevation 12.127 C2 - Residual Pressure: 26 D2 - System Flow 162.163 C2 - Residual Flow 1404 D2 - System Pressure 43.445 Hose ( Demand) : 100 D3 - System Demand : 262.163 Safety Margin 8.344 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 R 60 C1 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection Page 3 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Fitting Legend Abbrev. Name '/ % 1 1'% 1'% 2 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 Zig Wilkins 3751)A 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 Schad 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: 50.53.5 Flow Summary - NFPA Capitai Fire Protection. 19-0445 Enterprise Morans Point Building A RA3 Page 4 Date 4-10-19 SUPPLY ANALYSIS Node at Source Static Pressure Residual Pressure Flow Available Pressure Total Demand Required Pressure CITY 153.0 26 1404.0 51.789 262.16 43.445 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 85 24.0 5.6 10.1 17.8 86 24.67 10.09 89 24.67 12.18 88 24.67 10.82 87 24.67 10.7 104 24.67 10.7 105 24.67 10.84 90 24.67 12.22 123 24.67 11.12 119 24.67 11.1 120 24.67 11.18 91 24.67 12.63 92 24.67 12.75 93 24.67 12.82 94 24.67 12.88 95 24.67 12.96 96 24.67 12.98 97 24.67 12.98 98 24.67 13.49 99 24.67 13.5 100 24.67 13.5 101 24.67 13.51 TOR2 24.67 14.36 TOR 9.67 22.38 SPG 1.0 26.54 UG1 -4.0 28.72 BFP -4.0 29.12 CITY -4.0 43.45 100.0 102 24.0 5.6 10.1 17.8 103 24.67 10.09 106 24.67 12.93 107 24.67 12.95 108 24.67 12.99 109 24.67 13.1 110 24.67 13.18 111 24.67 13.26 112 24.67 13.43 113 24.0 5.6 10.22 17.91 114 24.67 10.22 115 24.0 5.6 10.24 17.92 116 24.67 10.23 117 24.0 5.6 10.47 18.12 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Page 5 Date 4-10-19 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 118 24.67 10.47 121 24.0 5.6 10.5 18.14 122 24.67 10.5 124 24.0 5.6 10.55 18.19 125 24.67 10.55 126 24.0 5.6 9.77 17.51 127 24.67 9.75 128 24.0 5.6 11.24 18.78 129 24.67 11.26 91A 24.67 12.22 130 24.67 11.89 131 24.67 11.93 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protectiqn 19-0445 Enterprise Morans Point Building A RA3 Page 6 Date 4-10-19 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 85 24 5.60 17.80 1 E 2.0 0.670 120 10.103 to 0.0 2.000 -0.290 86 24.67 17.8 1.049 0.0 2.670 0.1049 0.280 Val = 6.61 86 24.67 0.0 1 T 5.0 0.750 120 10.093 to 0.0 5.000 0.0 87 24.67 17.8 1.049 0.0 5.750 0.1049 0.603 Val = 6.61 0.0 87 17.80 10.696 K Factor = 5.44 89 24.67 -35.12 1.5 T 8.0 21.510 120 12.176 to 0.0 8.000 0.0 88 24.67 -35.12 1.61 0.0 29.510 -0.0458 -1.351 Val = 5.53 88 24.67 17.90 1.5 0.0 10.500 120 10.825 to 0.0 0.0 0.0 87 24.67 -17.22 1.61 0.0 10.500-0.0123 -0.129 Vel = 2.71 87 24.67 17.80 1.5 0.0 10.490 120 10.696 to 0.0 0.0 0.0 104 24.67 0.58 1.61 0.0 10.490 0.0001 0.001 Val = 0.09 104 24.67 17.80 1.5 0.0 10.510 120 10.697 to 0.0 0.0 0.0 105 24.67 18.38 1.61 0.0 10.510 0.0138 0.145 Val = 2.90 105 24.67 17.92 1.5 T 8.0 34.810 120 10.842 to 0.0 8.000 0.0 106 24.67 36.3 1.61 0.0 42.810 0.0487 2.084 Vel = 5.72 0.0 106 36.30 12.926 K Factor = 10.10 90 24.67 -24.34 1.5 2E 8.0 31.493 120 12.225 to T 8.0 16.000 0.0 123 24.67 -24.34 1.61 0.0 47.493 -0.0232 -1.104 Val = 3.84 123 24.67 18.14 1.5 0.0 14.000 120 11.121 to 0.0 0.0 0.0 119 24.67 -6.2 1.61 0.0 14.000 -0.0019 -0.026 Val = 0.98 119 24.67 18.12 1.5 0.0 14.000 120 11.095 to 0.0 0.0 0.0 120 24.67 11.92 1.61 0.0 14.000 0.0062 0.087 Val = 1.88 120 24.67 18.20 1.5 2E 8.0 35.180 120 11.182 to T 8.0 16.000 0.0 107 24.67 30.12 1.61 0.0 51.180 0.0344 1.763 Val = 4.75 0.0 107 30.12 12.945 K Factor = 8.37 89 24.67 35.12 2.5 0.0 11.740 120 12.176 to 0.0 0.0 0.0 90 24.67 35.12 2.635 0.0 11.740 0.0042 0.049 Val = 2.07 90 24.67 -45.32 2.5 0.0 8.830 120 12.225 to 0.0 0.0 D.0 91A 24.670 -10.2 2.635 0.0 8.830 -0.0005 -0.004 Vel = 0.60 0.0 91A -10.20 12.221 KFactor= -2.92 90 24.67 69.66 2.5 2L 10.983 16.520 120 12.225 to 0.0 10.983 0.0 91 24.67 69.66 2.635 0.0 27.503 0.0148 0.406 Val = 4.10 Computer Programs by Hydratec Inc. Revision: 60.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Page 7. Date 4-10-19 ******* Notes ****** 91 24.67 -9.04 2.5 0.0 10.820 120 12.631 to 0.0 0.0 0.0 92 24.67 60.62 2.635 0.0 10.820 0.0114 0.123 Vel = 3.57 92 24.67 -9.83 2.5 0.0 8.180 120 12.754 to 0.0 0.0 0.0 93 24.67 50.79 2.635 0.0 8.180 0.0082 0.067 Val = 2.99 93 24.67 -9.49 2.5 0.0 10.200 120 12.821 to 0.0 0.0 0.0 94 24.67 41.3 2.635 0.0 10.200 0.0057 0.058 Val = 2.43 94 24.67 -10.04 2.5 2L 10.983 13.640 120 12.879 to 0.0 10.983 0.0 95 24.67 31.26 2.635 0.0 24.623 0.0033 0.082 Val = 1.84 95 24.67 -9.88 2.5 0.0 10.000 120 12.961 to 0.0 0.0 0.0 96 24.67 21.38 2.635 0.0 10.000 0.0017 0.017 Val = 1.26 96 24.67 -10.79 2.5 0.0 13.000 120 12.978 to 0.0 0.0 0.0 97 24.67 10.59 2.635 0.0 13.000 0.0005 0.006 Vel = 0.62 0.0 97 10.59 12.984 K Factor = 2.94 97 24.67 10.59 1.5 T 8.0 86.110 120 12.984 to 2E 8.0 16.000 0.0 98 24.67 10.59 1.61 0.0 102.110 0.0050 0.509 Vel = 1.67 0.0 98 10.59 13.493 K Factor = 2.88 98 24.67 10.59 3 T 20.159 11.750 120 13.493 to 0.0 20.159 0.0 99 24.67 10.59 3.26 0.0 31.909 0.0002 0.005 Vel = 0.41 99 24.67 10.79 3 0.0 10.000 120 13.498 to 0.0 0.0 0.0 100 24.67 21.38 3.26 0.0 10.000 0.0006 0.006 Val = 0.82 100 24.67 9.88 3 0.0 6.200 120 13.504 to 0.0 0.0 0.0 101 24.67 31.26 3.26 0.0 6.200 0.0011 0.007 Val = 1.20 101 24.67 130.90 3 T 20.159 7.160 120 13.511 to L 6.72 26.879 0.0 TOR2 24.670 162.16 3.26 0.0 34.039 0.0250 0.851 Val = 6.23 TOR2 24.670 0.0 3 3L 20.159 20.743 120 14.362 to T 20.159 40.318 6.496 TOR 9.670 162.16 3.26 0.0 61.061 0.0250 1.526 Val = 6.23 TOR 9.670 0.0 4 B 15.8 14.220 120 22.384 to S 28.968 44.768 3.755 SPG 1 162.16 4.26 0.0 58.988 0.0068 0.400 Val = 3.65 SPG 1 0.0 6 L 14.183 11.000 140 26.539 to 0.0 14.183 2.166 UG1 -4 162.16 6.28 0.0 25.183 0.0008 0.019 Val = 1.68 UG1 -4 0.0 6 3L 41.624 460.000 150 28.724 to 0.0 41.625 0.0 BFP -4 162.16 6.09 0.0 501.625 0.0008 0.396 Vel = 1.79 Computer Programs by Hydratec Inc. Revision: 50.53.6 Final Calculations: Hazen -Williams Capitpl Fire Protection Page 8 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf BFP -4 0.0 6 L 13.875 4.000 150 29.120 to G 4.625 64.749 14.271 * * Fixed Loss = 14.271 CITY -4 162.16 6.09 T 46.249 68.749 0.0008 0.054 Vel = 1.79 Zig 0.0 100.00 Qa = 100.00 CITY 262.16 43.445 K Factor = 39.77 102 24 5.60 17.80 1 E 2.0 0.670 120 10.104 to 0.0 2.000 -0.290 103 24.67 17.8 1.049 0.0 2.670 0.1045 0.279 Vel = 6.61 103 24.67 0.0 1 T 6.0 0.750 120 10.093 to 0.0 5.000 0.0 104 24.67 17.8 1.049 0.0 5.750 0.1050 0.604 Vel = 6.61 0.0 104 17.80 10.697 K Factor = 5.44 106 24.67 36.30 31 0.0 12.620 120 12.926 to 0.0 0.0 0.0 107 24.67 36.3 3.26 0.0 12.620 0.0015 0.019 Vel = 1.40 107 24.67 30.12 3 0.0 9.800 120 12.945 to 0.0 0.0 0.0 108 24.67 66.42 3.26 0.0 9.800 0.0048 0.047 Vel = 2.55 108 24.67 26.08 3 0.0 12.080 120 12.992 to 0.0 0.0 0.0 109 24.67 92.5 3.26 0.0 12.080 0.0089 0.107 Vel = 3.56 109 24.67 9.04 3 0.0 7.680 120 13.099 to 0.0 0.0 0.0 110 24.67 101.54 3.26 0.0 7.680 0.0105 0.081 Vel = 3.90 110 24.67 9.83 3 0.0 6.430 120 13.180 to 0.0 0.0 0.0 111 24.67 111.37 3.26 0.0 6.430 0.0124 0.080 Vel = 4.28 111 24.67 9.50 3 0.0 11.870 120 13.260 to 0.0 0.0 0.0 112 24.67 120.87 3.26 0.0 11.870 0.0145 0.172 Vel = 4.65 112 24.67 10.03 3 0.0 4.680 120 13.432 to 0.0 0.0 0.0 101 24.67 130.9 3.26 0.0 4.680 0.0169 0.079 Vel = 5.03 0.0 101 130.90 13.611 K Factor = 35.61 113 24 5.60 17.91 1 E 2.0 0.670 120 10.224 to 0.0 2.000 -0.290 114 24.67 17.91 1.049 0.0 2.670 0.1060 0.283 Vel = 6.65 114 24.67 0.0 1 T 5.0 0.730 120 10.217 to 0.0 5.000 0.0 88 24.67 17.91 1.049 0.0 5.730 0.1061 0.608 Vel = 6.65 0.0 88 17.91 10.825 K Factor = 5.44 115 24 5.60 17.92 1 E 2.0 0.670 120 10.238 to 0.0 2.000 -0.290 116 24.67 17.92 1.049 0.0 2.670 0.1060 0.283 Vel = 6.65 Computer Programs by Hydratec Inc. Revision: 50,53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 9 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Nodal Elev1 K Ca Nom Fitting Pipe CFact Pt to or Ftngs Pe ****"** Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 116 24.67 0.0 1 T 5.0 0.750 120 10.231 to 0.0 5.000 0.0 105 24.67 17.92 1.049 0.0 5.750 0.1063 0.611 Val = 6.65 0.0 105 17.92 10.842 K Factor = 5.44 117 24 5.60 18.12 1 E 2.0 0.670 120 10.473 to 0.0 2.000 -0.290 118 24.67 18.12 1.049 0.0 2.670 0.1082 0.289 Val = 6.73 118 24.67 0.0 1 T 5.0 0.750 120 10.472 to 0.0 5.000 0.0 119 24.67 18.12 1.049 0.0 5.750 0.1083 0.623 Val = 6.73 0.0 119 18.12 11.095 K Factor = 5.44 • 121 24 5.60 18.14 1 E 2.0 0.670 120 10.496 to 0.0 2.000 -0.290 122 24.67 18.14 1.049 0.0 2.670 0.1086 0.290 Val = 6.73 122 24.67 0.0 1 T 5.0 0.750 120 10.496 to 0.0 5.000 0.0 123 24.67 18.14 1.049 0.0 5.750 0.1087 0.625 Val = 6.73 0.0 123 18.14 11.121 K Factor = 5.44 124 24 5.60 18.19 1 E 2.0 0.670 120 10.553 to 0.0 2.000 -0.290 125 24.67 18.19 1.049 0.0 2.670 0.1090 0.291 Val = 6.75 125 24.67 0.0 1 T 5.0 0.750 120 10.554 to 0.0 5.000 0.0 120 24.67 18.19 1.049 0.0 5.750 0.1092 0.628 Val = 6.75 0.0 120 18.19 11.182 K Factor = 5.44 126 24 5.60 17.51 1 E 2.0 0.670 120 9.772 to 0.0 2.000 -0.290 127 24.67 17.51 1.049 0.0 2.670 0.1019 0.272 Val = 6.50 127 24.67 0.0 1 2T 10.0 9.050 120 9.754 to E 2.0 12.000 0.0 130 24.67 17.51 1.049 0.0 21.050 0.1017 2.141 Val = 6.50 0.0 130 17.51 11.895 K Factor = 5.08 128 24 5.60 18.78 1 E 2.0 0.670 120 11.241 to 0.0 2.000 -0.290 129 24.67 18.78 1.049 0.0 2.670 0.1157 0.309 Val = 6.97 129 24.67 0.0 1 T 5.0 0.750 120 11.260 to 0.0 5.000 0.0 131 24.670 18.78 1.049 0.0 5.750 0.1157 0.665 Vel = 6.97 0.0 131 18.78 11.925 K Factor = 5.44 91A 24.670 -10.20 1.5 T 8.0 54.240 120 12.221 to 2E 8.0 16.000 0.0 130 24.67 -10.2 1.61 0.0 70.240-0.0046 -0:326 Val = 1.61 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Page 10 Date 4-10-19 Node1 Elev1 K to Node2 Elev2 Fact Qa Nom Fitting or Qt Act Eqiv Len Pipe Ftngs Total CFact Pt Pe ******* Notes ****** Pf/Ft Pf 130 24.67 17.51 1.5 E 4.0 8.100 120 11.895 to 0.0 4.000 0.0 131 24.670 7.31 1.61 0.0 12.100 0.0025 0.030 Vel = 1.15 131 24.670 18.78 1.5 T 8.0 32.410 120 11.925 to 0.0 8.000 0.0 108 24.67 26.09 1.61 0.0 40.410 0.0264 1.067 Val = 4.11 0.0 108 26.09 12.992 K Factor= 7.24 91 24.67 9.04 1.5 3T 24.0 90.140 120 12.631 to 3E 12.0 36.000 0.0 109 24.67 9.04 1.61 0.0 126.140 0.0037 0.468 Vel = 1.42 0.0 109 9.04 13.099 K Factor = 2.50 92 24.67 9.83 1.5 2T 16.0 82.020 120 12.754 to 0.0 16.000 0.0 110 24.67 9.83 1.61 0.0 98.020 0.0043 0.426 Vel = 1.55 0.0 110 9.83 13.180 K Factor = 2.71 93 24.67 9.49 1.5 2T 16.0 83.780 120 12.821 to 2E 8.0 24.000 0.0 111 24.67 9.49 1.61 0.0 107.780 0.0041 0.439 Vel = 1.50 0.0 111 9.49 13.260 K Factor = 2.61 94 24.67 10.04 1.5 3T 24.0 86.670 120 12.879 to 3E 12.0 36.000 0.0 112 24.67 10.04 1.61 0.0 122.670 0.0045 0.553 Vel = 1.58 0.0 112 10.04 13.432 K Factor = 2.74 95 24.67 9.88 1.5 2T 16.0 91.800 120 12.961 to 4E 16.0 32.000 0.0 100 24.67 9.88 1.61 0.0 123.800 0.0044 0.543 Val = 1.56 0.0 100 9.88 13.504 K Factor = 2.69 96 24.67 10.79 1.5 2T 16.0 84.860 120 12.978 to 0.0 16.000 0.0 99 24.67 10.79 1.61 0.0 100.860 0.0052 0.520 Vel = 1.70 0.0 99 10.79 13.498 K Factor = 2.94 Computer Programs by Hydratec Inc. Revision: 50.53.5 Hydraulic Calculations by HydraCALC Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Drawing 3 Location LEVEL 2 PREACTION SYSTEM RA4 Remote Area 4 Contract Data File 19-0445 Enterprise Morans Point Building A Area 4.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 HYDRAULIC CALCULATIONS for Projectname: ENTERPRISE MORGANS POINT BUILDING A LV2 PA Location: LEVEL 2 PREACTION SYSTEM RA4 Drawing no: 3 Date: 4-9-2019 Design Remote area number. 4 Remote area location: LEVEL 2 PREACTIONS SYTEM Occupancy classification: OH-GP1 Density. .15 - Gpm/SgFt Area of application: ENTIRE - SgFt Coverage per sprinkler. 80 - SgFt Type of sprinklers calculated. Q.R SSU No. of sprinklers calculated: 3 In -rack demand. - GPM Hose streams: 250 - GPM Total water required (including hose streams): 295.251 - GPM Type of system: Volume of dry or preaction system: 'Gal Water supply information Date: 8-18-2018 Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor. Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number. 713-781-4000 Name of designer. Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) @ 41.7845 - Psi s Page 1 Date 4-9-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection Page 2 ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Date 4-9-2019 City Water Supply: Demand: C1 -Static Pressure 53 D1 - Elevation 12.387 C2 - Residual Pressure: 26 D2 - System Flow : 45.251 C2 - Residual Flow 1404 D2 - System Pressure 41.784 Hose ( Demand) : 250 D3 - System Demand : 295.251 Safety Margin 9.707 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 D2 40 30 20 10 200 40D 600 800 1000 1200 1400 1600 18D0 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection Page 3 ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Date 4-9-2019 Fitting Legend Abbrev. Name '/ % 1 1Y. 1Y= 2 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 Zig Wilkins 375DA 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 Schad 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: 50.53.5 Flow Summary - NFPA Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 4 Date 4-9-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.491 295.25 41.784 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes S1 24.6 5.6 7.0 14.82 S2 24.6 5.6 7.16 14.98 S3 24.6 5.6 7.62 15.45 L1 24.2 7.6 L2 24.2 7.76 L3 24.2 8.25 L4 24.2 8.47 PAV 3.0 20.91 C2 9.67 21.88 TOR 9.67 21.96 SPG 1.0 25.75 UG1 -4.0 27.92 BFP -4.0 27.95 CITY -4.0 41.78 250.0 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams ,Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 5 Date 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf S1 24.600 5.60 14.82 1 T 3.568 0.500 100 7.000 to 0.0 3.568 0.173 L1 24.200 14.82 1.049 0.0 4.068 0.1047 0.426 Val = 5.50 0.0 L1 14.82 7.599 K Factor = 5.38 S2 24.600 5.60 14.98 1 T 3.568 0.500 100 7.156 to 0.0 3.568 0.173 L2 24.200 14.98 1.049 0.0 4.068 0.1069 0.435 Vel = 5.56 0.0 L2 14.98 7.764 K Factor = 5.38 S3 24.600 5.60 15.45 1 T 3.568 0.500 100 7.616 to 0.0 3.568 0.173 L3 24.200 15.45 1.049 0.0 4.068 0.1131 0.460 Vel = 5.74 0.0 L3 15.45 8.249 K Factor = 5.38 L1 24.200 14.82 1.25 0.0 6.000 100 7.599 to 0.0 0.0 0.0 L2 24.200 14.82 1.38 0.0 6.000 0.0275 0.165 Val = 3.18 L2 24.200 14.98 1.25 T 4.282 2.790 100 7.764 to 0.0 4.282 0.0 L4 24.200 29.8 1.38 0.0 7.072 0.1003 0.709 Val = 6.39 0.0 L4 29.80 8.473 K Factor = 10.24 L3 24.200 15.45 1.25 T 4.282 3.250 100 8.249 to 0.0 4.282 0.0 L4 24.200 15.45 1.38 0.0 7.532 0.0297 0.224 Val = 3.31 L4 24.200 29.80 2 6E 21.411 78.540 100 8.473 to T 7.137 28.548 9.182 PAV 3 45.25 2.067 0.0 107.088 0.0304 3.251 Val = 4.33 PAV 3 0.0 1.5 E 2.855 12.000 100 20.906 to T 5.71 25.694 -2.889 C2 9.670 45.25 1.61 Eql 17.129 37.694 0.1025 3.865 Val = 7.13 C2 9.670 0.0 3 L 6.72 4.910 120 21.882 to T 20.159 26.879 0.0 TOR 9.670 45.25 3.26 0.0 31.789 0.0024 0.075 Val = 1.74 TOR 9.670 0.0 4 B 15.8 14.220 120 21.957 to S 28.968 44.768 3.755 SPG 1 45.25 4.26 0.0 58.988 0.0006 0.038 Val = 1.02 SPG 1 0.0 6 L 14.183 11.000 140 25.750 to 0.0 14.183 2.166 UG1 -4 45.25 6.28 0.0 25.183 0 0.001 Val = 0.47 UG1 -4 0.0 6 3L 41.624 460.000 150 27.917 to 0.0 41.625 0.0 BFP -4 45.25 6.09 0.0 501.625 0.0001 0.037 Val = 0.50 BFP -4 0.0 6 L 13.875 4.000 150 27.954 to G 4.625 64.749 13.825 * * Fixed Loss = 13.825 CITY -4 45.25 6.09 T 46.249 68.749 0.0001 0.005 Vel = 0.50 Zig 0.0 1 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 6 Date " 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 250.00 Qa = 250.00 CITY 295.25 41:784 K Factor = 45.68 Computer Programs by Hydratec Inc. Revision: 50.53.5 FIRE SUPPRESSION NOTES 1. CALL FOR INSPECTION 2. AS PER FIRE MARSHALL PLAN REVIEW AND NOTES. 3. THIS PERMIT IS FOR FIRE SPRINKLER 4. CONTRACTOR/OWNER RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS. 5. A BUILDING PERMIT (AND ALL ITS APPLICABLE SUB PERMITS) MAY BE BASED ON THE REMAINDER OF THE WORK TO BE DONE, HOWEVER, IF THE WORK IS NOT COMPLETED WITHIN THE ALLOTTED TIME OF THE RENEWAL PERIOD, THE BUILDING PERMIT (AND ALL APPLICABLE SUB PERMITS) MUST BE APPLIED FOR AS A NEW PERMIT, AND ALL FEES WILL BE CALCULATED FROM THE ORIGINAL PERMIT VALUATION. Bulletin 034 Rev. F June 2016 Reliable Model G5 Series Sprinklers Available with Solid, Perforated, or Gasket Cover Plate Product Features Flat concealed cover plate available solid or periorat- ad In a variety of finishes. NEW: Stainless Steel Clad cover plate (sea Table H). 3/4-Inch (1 S ri cover plate adjustment. Cover plate available with optional gasket. Product Description Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in ac- cordance with NFPA 13. The sprinklers are offered with a standard Model G4 cover plate (solid or perforated), a Model G4 cover plate with a Quick -response (OR) gasket, or a Model G4 cover plate with a Standard -response (SR) gasket. Model G5 sprinklers must only be used with the Model G4 cover plate listed or approved with the sprinkler. All Model GS series sprinklers use a fusible -link operating element. Table A provides a summary of available Model G5 series sprinklers, along with Listing and Approval in- formation for each sprinkler and cover plate combination. Standard Coverage, Concealed Pendent K2.8, 42, 5.6, & 8.0 (40, 60, 80, & 115 metric) Model G5 Series Sprinkler Cover Plates Model G4 Cover Plate (Solid) Model G4 QR Gasket =t�L—" . Model G4 Cover Plate (Perforated) t: Model G4 SR Gasket e,�CI vtD Model G5 Series Sprinkler Summit Mom' Working Sprinkler K-Factor Lists Sprinkler Cover ate an Y: Sensitivffy Pressure Identification MModel9PMPsi l Model (Umin/bar") Approvals psi (bar) Number (SIN) cULus OR .. G4 SR G5-28 175(12)RA3471 G4 0R Gasket cULus (40) G4 SR Gasket cULus, FM G4G5-42 cULus ASR A1 �) G4 OR Gasket (12) RA3413 G4 SR Gasket cULus cULus 250 (17) G4 FM,LPCB,VdS,CE SR 175(12) GS-56 5.6 RA3415 G4 OR Gasket cULus OR 250 (17) (�) cULus SR 250 (17) G4 SR Gasket FM SR 175 12 G4 cULus OR G4 OR Gasket G5-56 300 (80) 300 (21) RA4014 G4 SR Gasket cULus SR GS-80 cULus OR G4 OR Gasket (815) 175(12) RA3412 G4 SR Gasket cULus SR www.reliablespnnkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 R1/2 Nominal K-Factor. 2.8 (40 metric) Max. Working Pressure: 175 psi (12 bar) Materiel Speclflcetlone Fusible LING: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer. Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pine: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temparrnhre Ralli 165"F (74°C) 212-F(100'C) Sensfllvfly (See Table B) Cover Pmm Model G4 (Solid or Pedaated) Model G4 OR Gasket (cULus only) Model G4 SR Gasket Corer Plate Finishes (See Table G) Sprinkler Wrench Model FC Uslings and Approvals cULus Listed (Light Huard only) FM Approved Model GS-28 Sprinkler Components and Dimensions 2-5/16' (58 Dia.a. Tower Fusible Link 314" 09 mm) Max. Collector (retracted)�,,',, Cover Plate Adjustment Pin (extended) Deflector(extended) Model GS-28 Sprinkler Sensitivity Model G4 Cover Plate J f — 3-5/16' (84 men) ii 3/16' (5 mm) Ceiling Cover Plate Model Elating or Approval Agency culture FM G4 OR SR G4 OR Gasket OR - G4 SR Gasket SR SR OR: Quick -response SR: Standard -response Selland 034 Rev. F Page 2 of 8 June 2016 w .reliablespdnider.corn Technical Specifications Sprinkler Temperature Ratings Style: Flat Concealed Pendent 165°F (74-C) r �� Threads: 1/2" NPT or ISO 7-1 R1/2 212°F (100°C) 'Y Nominal K-Factor: 4.2 (60 metric) Sensitivity Max. Working Pressure: 175 psi (12 bar) (See Table C) Material Specifications Cover Plates Fusible Link: Beryllium Nickel Model 04 (Solid or Perforated) Sprinkler Body: Brass Alloy Model G4 OR Gasket Levers: Bronze Alloy Model G4 SR Gasket Yoke: Brass Alloy Sealing washer: Nickel with PTFE Cover Plate Finishes Load Screw: Bronze Alloy (See Table G) Towers: Copper Alloy Sprinkler Wrench Pins: Stainless Steel Model FC J Deflector: Bronze Alloy Cup: Steel Listings and Approvals _ cULus Listed (Light Hazard only) - Model G5-42 Sprinkler Components and Dimensions' Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Model G5-42 Sensitivity Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4 Cover Plate 2-5/16" (58 mm) Dia. 3-5/16" (84 mm) Dia. 3116" (5 mm) Ceiling Cover Plate Model Listing or Approval Agency cULus G4 OR G4 OR Gasket OR G4 SR Gasket SR QR: Quick -response SR: Standard -response Bulletin 034 Rev. F �sPage 3 of 6 Re1ia�'� June 2016 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 R1/2 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 175 psi (12 bar) 250 psi (17 bar) (cULus only) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F(74-C) 212OF (100°C) (cULus, FM, LPCB, CE only) Sensitivity (See Table D) Cover Plates Model G4 (Solid or Perforated) Model G4 QR Gasket (cULus only) Model G4 SR Gasket (cULus and FM only) Cover Plate Finishes (See Table D) Sprinkler Wrench ModelFC Listings and Approvals cULus Listed (tight & Ordinary Hazard only) FM Approved LPCB Approved VdS Approved [165°F (74°C) only] CE Listed 6J Model G5-56 Sprinkler Components and Dimensions Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Model G5-56 Sensitivity Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4 Cover Plate 2-6/16" (58 mm) Dia. 3-5/16" (84 mm) Dia. Cover Plate Model Listing or Approval Agency cULus FM LPCI3,VdS,CE G4 OR SR SR G4 OR Gasket OR — — G4 SR Gasket SR SR OR: Quick -response SR: Standard -response Bulletin 20064 Rev. F ne''ahi' Page r. of 6 June ,1 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 R1/2 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 300 psi (21 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Lavers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F(74-C) 212°F(100°C) Sensitivity (See Table E) Cover Plates Model G4 (Solid or Perforated) Model G4 OR Gasket Model G4 SR Gasket Cover Plate Finishes (See Table G) Sprinkler Wrench Model FC Listings and Approvals cl-Lus Listed (Light & Ordinary Hazard only) - - Model G5-56 300 Sprinkler Components and Dimensions Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Model G5-56 300 Sensitivity Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4 Cover Plate 2-5/16" (58 mm) Die. 3-5/16" (84 mm) Dia. 3/16" (5 mm) Ceiling Cover Plate Model Listing or Approval Agency cULus G4 OR G4 OR Gasket OR G4 SR Gasket SR QR: Quick -response SR: Standard -response Bulletin 034 Rev. F �e1i��'� Page 5 of 8 June 2016 www.rellablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 3/4" NPT or ISO 7-1 R3/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Materiel Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165'F(74-C) 212'F(100'C) Sensitivity (See Table F) Cover Plates Model G4 (Solid or Perforated) Model G4 OR Gasket Model SR Gasket Cover Plate Finishes (See Table G) Sprinkler Wrench Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16" (58 Dia.a. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Model G5-80 Sensitivity Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4 Cover Plate 3-5/16" (84 mm) Die. 3/16" (5 mm) Ceiling Cover Plate Model Listing or Approval Agency cULus G4 QR G4 QR Gasket QR G4 SR Gasket SR QR: Quick -response SR: Standard -response Bulletin 034 Rev. F Page 6 of 8 ��I�i1V1d June 2016 www.reliablesprinkler.com Installation Dimensions and Cover Plate Information Min. to Max. Min. to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Hole Diameter Adjustment to Deflector Temperature Model Inch in Ceiling Inch Ceiling(') Distance Rating OF Inch below Ceiling (mm) (mm) (mm) Inch Inch (°C) (mm) (mm) G4 p) 3-5/16 (84) 1350F(4) (57°C) G4 QR Gasket(3) 3-11/16 (94) 2-5/8 (67) 3/4 (19) 1-1/2 to 2-1/4 (38 to 57) 1/4 to 1 (6 to 25) or G4 SR Gasket') 4 165005) (101 mm) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2" x 1/2" brass nipple extension (Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model 04 cover plates are available either solid or perforated. 3. Model G4 OR Gasket and Model G4 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. Model G4 OR Gasket and Model G4 SR Gasket cover plates and gaskets are not interchangeable. 4. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (38°C). 5. For use with 212°F (100°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (660C). Cover Plate Finishes(') Standard Finishes Special Application Finishes White Paint Off White Paint Chrome Black Paint Custom Color Paint - Specify(2) Raw Brass (Lacquered) Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clad)') Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. Gaskets for Model G4 OR Gasket and Model G4 SR Gasket cover plates are only available in white. 2. Custom color paint is semi -gloss unless specified otherwise. 3. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Alloy on the back side. Cover plates are not listed or approved as corrosion resistant. Stainless steel clad cover plates are not available perforated. Application Model G5 series sprinklers are standard coverage, flat plate concealed pendent sprinklers. The sprinklers are intended for use in accordance with NFPA 13, as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are available as either Quick - response (OR) or Standard -response (SR) depending on the approval agency and cover plate selected. Model G5 series sprinklers use Model G4 flat cover plates. Model G4 QR Gasket and G4 SR Gasket cover plates are available to limit air and dust movement through the ceil- ing. Listing & Approval Agencies Individual Model G5 series sprinkler may be listed or ap- proved by the following agencies: Underwriters Laboratories, Inc. and UL Canada (cULus) Listing Category: Sprinklers, Automatic and Open Guide Number: VNIV FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS SchadenverhOtung GmbH (VdS) EC -Certificate of Conformity 0832-CPD-2062 (CE) See Table A and the individual sprinkler data sheets in this Bulletin for listings and approvals applicable to each sprinkler. Bulletin 034 Rev. F June 2016 Page 7 of 8 www.reliablesprinkler.com Installation Model G5 series sprinklers are intended to be installed in accordance with NFPA 13 and the requirements of other applicable authorities having jurisdiction. Model G5 series sprinklers must not be installed in ceilings with positive pressure in the space above. Model G5 series sprinklers are shipped with a protective cap that should remain on the sprinkler until installed. The protective cap should be replaced following installation of the sprinkler and permanently removed only when the cover plate is installed and the sprinkler system is placed in service following construction. Model G5 series sprinkler are installed with the Model FC wrench. The use of any other wrench to installed Model G5 series sprinklers is not permitted and may damage the sprinkler. Temporarily remove the protective cap during installation of the sprinkler. Insert the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model FC wrench is designed to be turned with a standard 1/2" square drive. Tighten the sprinkler into the fitting after applying a PTFE based thread sealant to the sprinkler's threads. Recommended installation torque is specified in Table I. Installation Torque Recommended Sprinkler Threads Installation Torque min. — max. ft-Ib N-m 1/2"NPT or IS07-1R1/2 8-18 11-24 3/4" NPT or IS07-1 R3/4 14-20 19-27 Do not exceed the maximum recommended torque. Ex- ceeding the maximum recommended torque may cause leakage or impairment of the sprinkler. Use care when in- serting or removing the wrench from the sprinkler to avoid damage to the sprinkler. 3-1 Install the cover plate by hand, turning the cover in the clockwise direction until it is tight against the ceiling. For Model G4 OR Gasket and Model G4 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt only. Do not glue the gasket in place or allow the gasket to overlap both the cover plate and the flange of the skirt. Maintenance Reliable Model G5 series sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25, as well as the requirements of any Authorities Having Jurisdiction. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause im- proper operation or non -operation. Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. Replace any sprinkler or cover plate which has been painted (other than factory applied). Properly installed Model G4 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Model G5 series sprinklers have holes in the cup that must remain unobstructed. Replace any sprinkler which has been damaged. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inad- vertent operation or non -operation during a fire event. Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.rellablesprinkler.com. Patents Model G5 series sprinklers may be covered by one or more of the following patents: U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327 Ordering Information Specify the following when ordering. Sprinkler • Model (G5-28, G5-42, G5-56, G5-56 300, G5- 80) • Temperature Rating [165°F (74°C) or 212°F (100-C)] • Threads (NPT or IS0 7-1) Cover Plate • Model (G4 [Solid], G4 Perforated, G4 OR Gas- ket, G4 SR Gasket) • Finish (See Table G) Sprinkler Wrench • Model FC Bulletin 034 Rev. F �e1ia�'� Page 8 of 8 a June 2016 www.reliablesprinkler.com Bullct'e 136 Rev. S Reliable Model F1 FR LO Sprinkler Types Standard Upright Standard Pendent Conventional Model F1FR LO Recessed Sprinkler Types Recessed Pendent For Model F1FR 'lb" K 5.6 (80), 4.2 (60) & 2.8 (40) Sprin- kler Types refer to Bulletin 014 for technical specifica- tions and approvals. Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Factory Mutual Approvals (FM) 4. Loss Prevention Council (LPCB, UK) 5. Verband der Schadenversicherer Gmbh UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler ULGulde Number VNIV Product Description Reliable Models RFR LO and FiFR LO Recessed Sprin- klers are quick response sprinklers which combine the du- rability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1FR LO and F1FR LO Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprin- klers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR LO and F1FR LO Recessed sprinklers to peu�aD much faster than standard sprinklers o e�jlk�y ture rating. The glass bulb consists of an accurat onfif %1r6X fli4 of special fluid hermetically sealed insi a precisely man- ufactured glass capsule. This glass to specially con- structed to provide fast thermal respons .�fhe'1rA�iSa o parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The or phase can be seen as a small bubble. As heat is applied, the liquid expands, facing the bubble smaller and smaller as the liq uid pressure increases. Continued heating forces the liquid Model F1 FR LO Model F1 FR LO Recessed Quick Response Sprinklers Upright Recessed Pendent (Model FP Shown) to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. The temperature rating of the sprinkler is identified by the color of the glass bulb. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. Ration uick response sprinklers are intended for installation eclied in NARA 13, FM Global Loes Prevention Data et 2-8N or other applicable standards. Quick response s inklers and standard response sprinklers should not be intermixed. The Model F1FR LO Recessed Quick Response Sprin- klers are to be installed as shown. The Model F1 or F2 Es- cutcheons illustrated are the only recessed escutcheons to be used with the Model F1FR LO Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 DEFLECTOR LOAD SCREW BULB WASHER CUP FRAME 136FON Technical data: Models Response Deflector Discharge Thread Max. Working Min. Working Temperature Finish Orientation Coefficient Size Pressure Pressure Rating Quick Upright k3/4-' NPTi; .: •... _ + See See F1FR LO Response Pendent K 8.0 3/4"; & 175 PSI' 7 PSI "Temperature "Finish Conventional BSPT (R3/4) ,: Ratings" Table Table" Material Data: Frame Deflector Load Screw ---Cup-----. - t' Washer Bulb DZR Brass CDA Alloy 210, 220, 314, 316,360 CDA Alloy 314 Nickel Alloy 440 or Alloy 360 QM Brass CDA Alloy 510 or or coated with PTFE Adhesive Tape Glass CDA Alloy 644 CDA Alloy 353 See "Installation Data" table and from page for more details 2. Model F1FR LO Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type KFactor Sprinkler Neigh I Approval Organization Sprinkler Identification Numbers SIN US I Metric SSU I SSP Standard-U rl ld SSU and ndent SSP Deflectora Marked to Indicate Position 17/32' 20mm Lands Ordice with W NPT R3/• Thread 8.0 115 2.3" 56mm 1.2.3.4.5 R3622'TM°xv R3gtrzxa Conventional-Inotell In Upright or Pendent Position 20mm Lards Wine with''/4' NPT 83/+ Thread 1 6.0 1 115 1 56mm 1 4,7 R3672 Polyester coated upright UL and ULC listed corrosion resistant R3622. �z FM Approved for polyester coated sprinkler. R3622, R3612. 3 Electroless Nickel PTPE (Teflorr'p Plated - cULus listed Corrosion Resistant —9 Upright 6 Pendent Model F1FR LO Quick Response Recessed Pendent Sprinkler(') Installation Wrench: Model GFR2 Sprinkler Wrench Installation Date: Conventional Nominal Orifice Thread Size'T' Nominal K Factor Sprinkler NeIpM Approval(') a anizatlon Sprinkler Identlfcation Numbers SIN US metric F1 F2 i 17/32"(20mm) 'A"NPT (W/q 1 3.0 115 2.3'(56mm) 1 1,2,6 1 1.2,3,E 1 1,2 R3612'" Refer to escutcheon data table for dimensions. " Electroless Nickel PTFE (Teflori Plated - cULus listed Corrosion Resistant 1 Dam t t r i=>�gqlft�aar� rw ® ++vm - rLli•�W.•. iamis i N � R a40�p a�HrvT W�a[ OH mmRnf26Y�e+ 'DuPont Registered Trademark 3 a vm mr»+.w I ♦aW�� ywm3-yin«N RECESSED PENDENT W/D! ESCUTCHEON Sprinkler Types When installing Model F1FR LO Sprinklers, use the Model D Sprinkler Wrench. When installing Model F1FR LO Re- cessed Pendent or Sidewall Sprinklers, use the Model GFR 1 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 (10.8 - 24.4 N-m). Do not tighten sprinklers over maximum recom- mended torque. It may cause leakage or impairment of the sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and in- stallation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrench- es are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- TECTORS. Temperature Ratings Classification Sprinkler Temperature Maximum Ambient Taerature m"F Bulb Color °F °C °C Ordinary 135 57 100 38 orange Ordinary 155 68 100 38 Red Intermediate 175 79 150 66 Yellow Intermediate 200 93 150 66 Green Hi h0) 286 141 225 107 Blue r11 Not Available for recessed sprinklers. Maintenance The Models F1FR LO and F1FR LO Recessed 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. 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. "DuPont Registered Trademark Standard Upright Standard Pendent Conventional Recessed Pendent Finishes(t)(2) Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated (3) White Polyester Coated(4�t5) White Painted (3) Special Application Finishes Sprinkler Escutcheon Electroless Nickel Electroless Nickel PTFE PTFE(Teflon9)•ro (Teflon®)' Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Chrome Dull r11 Other finishes and colors are available on special order. Consult the factory for details. (11 FM Approvals is limited to bronze and brass, chrome or black plated finishes only. (31 FP Push-on/ihread-off escutcheon. (4r cULus listed corrosion resistance. SIN number: R3622. (5� FM Approved for SIN No. R3622, R3612 �e� cULus listed corrosion resistant SIN R3622 $ R3612 Note: For 1/2" orifice pendent FM approved white polyester coated, cULus listed white and black polyester and Electroless Nickel PTFE (Teflona)• Plated corrosion resistant sprinklers refer to bulletin 014. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Note: When Model F1FR LO Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 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. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address ® Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 04114 PM 9999970027 Bulletin 014 Rev. P Model F1 FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model F1 FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types Standard Spray Pendent Model FiFR42, FIFRXLH & FlFR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model F1FR40 Sprinkler Types Standard Spray Pendent Model FIFR42, FIFR40, FIFRXLH & FIFR28 Recessed Sprinkler Types Standard Spray Pendent Model F1 FR56LL & F1 FR42LL Low Lead Sprinkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model F1 FIR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. 1. Underwriters Laboratories Inc. and Certified for Canada (cULus) in accordance with ANSI/UL199. 2. FM Approvals (FM) 3. Loss Prevention Certification Board (LPCB) 4. VdS Schadenverhutung GmbH (VdS) 5. Underwriters Laboratories Inc. and Underwriters Laboratories of Canada Certified for Health Effects to NSF/ANSI Standard 61 Annex G (ULH) 6. EC Certificate: 0766-CPD-40239 (RA1414), 0766- CPD-40251 (RA1425), 0766-CPD-40252 (RA1475) (E(-,) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive Model F1 FR Series Quick Response Glass Bulb Sprinklers Upright Pendent Conventional Vertical Sidewall Horizontal Sidewall Recessed Pentlenl/F1IF2 .k Recessed Concealed Recessed Horizontal Sidewall Pendent PendenVFP 11111111 XLH Upright XLH Pendent XLH Recessed Pentlent FI/F2 Product Description Reliable Model F1FR series sprinklers are quick -response automatic sprin- klers with a glass bulb thermal element. Model F1FR series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model F1 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 F7 FIR 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 heretically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specialty con- structed to provide fast thermal response. , Elmsford, New York 10523 lL 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 F1 FR Series sprinklers provide a wide range of op- tions where quick -response, glass bulb sprinklers are used: • Pendent, recessed pendent, upright, horizontal sidewall, and vertical sidewall deflectors • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) • Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model F1 FR series sprinkler configurations. Model F1FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model F1, 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 F1 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 FlFR56 Concealed Pendent and Model FlFR56LL 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.Omm) 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 F1 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. Model F1FR Series sprinklers must, be installel 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 F1 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 FlFR56 Concealed Pendent and Model FlFR56LL 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 F1FR 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 contactwith 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 FlFR56 Concealed Pendent and Model FlFR56LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. 2. Tedhnical Data: Sensitivity: Quick -response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Model Nominal K-factor Nominal Orifice Diameter Deflector/ Orientation Nominal Sprinkler Height Installation Wrench SIN Listings and Approvals Approval Notes us Metric inches mm inches mm Pendent 2.25 57 D or W2 RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 FlFR28 2.8 40 3/8 10 Upright 2.25 57 1 D or W2 RA1421 cULus 1,2 F1 FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 D or W2 RA1413 cULus 2 FlFR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 Ft FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1 FRXLH Pendent 2.25 57 D or W2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 IRA1413 cULus 2 (F1FR42 4.2 60 7/16 10 with Pintle) Upright 2.25 57 D or W2 RA1423 cULus 1.2 Pendent 2.25 57 D or W2 RA1414 cULus, FM, _PCB, VdS, EC 1 2 3 4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1 2 3,4 Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 FlFR56 5.6 80 1/2 15 Upright 2.25 57 D or W2 RA1425 cULus, FM, LPCB, VdS, EC 1,2,3,4 "Conventional (Pendent or Upright)" 2.25 57 D or W2 RA1475 LPCB, VdS, EC 4 Pendent 2.25 57 D or W2 RA1415 cULus, ULH 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH FlFR56LL 5.6 80 1/2 15 Concealed Pendent 2.25 57 RC1 RA1415 cULus, ULH 6 Horizontal Sidewall 2.63 67 D or W2 RA1435 cULus, FM 1,2,3,7 FlFR56 5.6 80 1/2 15 Recessed Horizontal Sidewall 2.63 67 GFR2 RA1435 cULus, FM 8 F1 FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2 25 57 D or W2 RA1485 cULus, FM, LPCB 1,2,3,9 (') cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. 13) cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3) Available with FM approved Polyester coating in black or white. 14) Available with _PCB and VdS approved Polyester coating. (5) VdS and EC approvals of the Ft FR56 Concealed Pendent sprinkler are for 155OF (68°C) temperature rated 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. (6) Model F1FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-Inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. (') cULus Listing of the FlFR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches (102mm to 305mm). FM Approval of the FlFR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (8) cULus Listing and FM Approval of the Ft FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (')The FlFR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1FR56 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 Tem . — Intermediate Temp. Classification 150°F (65°C) Max. Ambient Temp. High Temp. Classification 225°F (107°C) Max. Ambient Temp. 135°F (57°C) Tem . Ratin 155°F (68-C) Temp. Rating 175°F (79°C) Temp. R ting 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 FlFR40 Pendent VdS Recessed Pendent VdS Pendent cOLus F1FR42 Recessed Pendent cULus Upright cULus FlFR42LL Pendent — cULus, ULH — Recessed Pendent — cULus, ULH — Pendent cULus FIFRXLH Recessed Pendent cULus Upright cULus Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC ' — FiFR56 Concealed Pendent' cULus cULus,VdS,EC cULus Upright cULus, FM, LPCB, VdS, EC "Conventional Pendent or Upright)" LPCB, VdS, EC Pendent cULus, ULH — FiFR56LL Recessed Pendent cULus, ULH Concealed Pendent` - cULus, ULH - - Horizontal Sidewall cULus, FM FiFR56 Recessed Horizontal Sidewall cULus, FM — FiFR56 Vertical Sidewall (Pen- dent or Upright) cULus, FM, LPCB ` Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 1350F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165OF (74°C) temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP Model Orientation (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 FIFR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 FlFR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB, VdS. cULus,FM, LPCB, cULus, VdS, EC RA1414 EC VdS, EC FIFR66LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 FlFR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 11 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH 8OSS-\\ Fi ESCUTCHEONS ADJUSTMENT F2 ESCUTCHEON 112[12.7mm] ADJUSTMENT 2 1/4" HOLE DIA [57.2m.] 1 15/16- DA [49.2mm] / —j Fs===ie-=�, 1 I o— —o o � o 2 27132- DLL [72.2.-1 1" X 112" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION F1 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] AT MAXIMUM RECESS = 7/8'[22.2mm] (3.2mmJ AT MINIMUM RECESS = 1-5/8[41.3mm] F2 ESCUTCHEON A7 MAXIMUM RECESS = 1-1/8[28.6mm] AT MINIMUM RECESS = 1-5/8'[41.3mm] Model F1FR56, F1FR56LL, F1FR42, F1FR40, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon I I 1" X i/2" REDUCER --_—_I_—__— HOLE IN CEILING 1 I 2 5/16" D/A. [58.7mm] CUP CEILING L J FACE OF FITTING 033vu TO FACE OF CEILING DIMENSION IAT AT MAXIMUM RECESS = 1-1/2 [38mmJ MINIMUM RECESS = 1 [25.4mm] AT MAXIMUM RECESS 9/16 [14.3mmJ %z [12.7mmJ AT MINIMUM RECESS = 1 [25.4mm] ADJUSTMENT 3 1/4" DIA. [82.6mm] Model F1FR56,F1FR56LL,F1FR42,F1FR40,F1FR42LL,FIFRXLH & F1FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION Ff ESCUTCHEON AT MAXIMUM RECESS = 1'[25.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4 [19mm] AT MINIMUM RECESS = 3/8'T9.5mm] 2 1/4- HOLE DIA. [57.2mm] 1" X 1/2" REDUCER F1 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8'[34.9mm] AT MINIMUM RECESS = 2-1/16'[52.4mm] E2 ESCUTCHEON AT MAXIMUM RECESS = I-5/8'[41.3mm] AT MINIMUM RECESS = 2-1/16'[52.4mm] i1 4'"-12" mii I 6�42 .n1 15/16" DlA. In1 _ [f01.6mm-304.8mm] (49.2mm] im 27/32" DIA. CEILING TO l "'" l [72.2mm] DEFLECTOR 00 TURN COLLAR UNTIL Y " TIGHT AGAINST SPRINKLER WRENCH Ff ESCUTCHEON BOSS. 3/4[19mm] ADJUSTMENT —_ F2 ESCUTCHEON 1/2 712.7mm] ADJUSTMENT orvmx RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig. 3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon 1 " x 112 " REDUCING TEE OR ELBOW 25116" DIA — CUP � 112 " MAX. COVER ADJUSTMENT COVER PLATE — / __MTM— ASSEMBLY 3 5116" DIA. SPRINKLER —� —2 518" DIA. HOLE IN CEILING 1 112" MAX. FACE OF FITTING ""_JTO FACE OF CEILING "' DIMENSION 15116" CONCEALED, 1/2" ADJUSTMENT 017FG01A Fig. 4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment - Model CCP cover plate I" x 112" REDUCING TEE OR ELBOW --) r-2 518" DIA. 2 5/16' DIA — �� HOLE IN CEILING L J CUP 05 V 1 112 "" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING 5116" MAX. J14" COVER ADJUSTMENT j COVER PLATE — j ASSEMBLY 3 5/16" DIA. SPRINKLER CONCEALED, 5/16" ADJUSTMENT onFGDu Fig. 5 - Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.Omm) adjustment - Model CCP cover plate Maintenance The Model F1 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 later') Bronze Brass Chrome Chrome Plated Chrome Plated White Polyester Coated MW) I White Painted S ecial Aipplication Finishes Sprinkler Escutcheon Cover late(') Electroless Nickel PTFEV) Electroless Nickel PTFE Bright Brass Bri ht Brass(3) Bri ht Brass Black Platt n Black Plated Black Plated Black Paint Black Paimr )(() Black Paint Off White Off Whitet46t Off White Satin Chrome Chrome Dull Chrome Dull 11) Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi -gloss, unless specified otherwise. (2) cULus Listed only. (3) 200OF (93°C) maximum. (4) 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. (e) FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. (6) LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS)and RA1475. (') cULus listed Corrosion Resistant Material Data Frame: DZR Brass, QM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb: Glass Ordering Information Specify: 1. Sprinkler Model:[F1FR28][F1FR40][F1FR42] [F1FR42LL][FiFRXLH][F1FR56][F1 FR56LL] 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Pendent] [Upright] [Conventional] [Horizontal Sidewall] [Recessed Horizontal Sidewall][Vertical Sidewall] 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/21 4. Sprinkler Temperature Rating: [1350F (570C)][155°F (68°C)][175°F (79°C)][200°F (93°C)][286°F (141°C)] 5. Sprinkler Finish 6. Escutcheon Model: [F1][F2][FP] 7. Escutcheon Finish (where applicable) 8. Cover plate Model: [standard profile CCP 1/2-inch (12.7mm) adjustment][low profile CCP 5/16-inch (8.Omm) adjustment] 9. Cover plate Temperature Rating: [135°F (57°C) for use with Ordinary Temperature sprinklers][ 1 65OF (74°C) for use with Intermediate Temperature sprinklers] 10. Cover plate Finish Note: When Model F1FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 7. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co., Inc. ® Recycled Reliabi (800) -1588 Sales Offices Paper 848 (80D) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.PrintedinU.S.A.11/17 p/N999997030p SQeNeo gy. APR 1 g ?019 Hydraulic Calculations by HydraCALC Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name 19-0445 Enterprise Morans Point Building(`/r_', Drawing 2 1 Location Building A Level 1 PreAction System ter, Remote Area 1 Contract 19-0445 a Data File 19-0445 Enterprise Morans Point Building A Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection Page 1 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 HYDRAULIC CALCULATIONS for Project name: 19-0445Enterprise Morans Point Building A Location: Building Ad.eivel 1' PreAction System Drawing no, �2 Date. 4=11-2019 Design , Remote area number. 1 kemote.area location: Pre -Action area Level 1 r- Occupancy classification: Light Density: 0.1 - Gpm/SgFt Area of application: Entire Room - SgFt Coverage per sprinkler. 196 - SgFt Type of sprinklers calculated. Q.R Concealed No. of sprinklers calculated. 9 In -rack demand: - GPM Hose streams: 100 - GPM Total water required (including hose streams): 302.135 - GPM @ 42.997 - Psi Type ofsystem: Double Interlock Pre -Action System Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor: Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number. 713-781-4000 Name of designer. Authority having jurisdiction: Notes: (Include peaking information orgridded systems here) Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA1 Page 2 Date 4-9-2019 City Water Supply: Demand: C1 -Static Pressure 53 D1 - Elevation 5.630 C2 - Residual Pressure: 26 D2 - System Flow : 202.135 C2 - Residual Flow 1404 D2 - System Pressure 42.997 Hose (Demand) : 100 D3 - System Demand : 302.135 Safety Margin 8.429 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 7C1 E 50 D 40 3 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA1 Page 3 Date 4-9-2019 Fitting Legend Abbrev. Name '/: % 1 1% 1'/ 2 2% 3 31% 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 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 G NFPA 13 Gate Valve 0 0 0 0 1 0 1 1 1 1 2 2 3 4 5 6 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 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 B 10 12 15 17 20 25 30 35 50 60 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 Schad 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 Schad 40 per NFPA. 0 0 0 0 0 35 4D 45 50 61 7 8 10 11 13 24 27 30 34 40 71 81 91 101 121 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection Page 4 19-0445 Enterprise Motans Point Building A RA1 Date 4-9-2019 �V1»WIM.YM _ -13A Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.426 302.14 42.997 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 9.0 5.6 12.25 19.6 28 10.0 25.41 2 10.0 12.24 3 10.0 13.8 4 10.0 14.7 5 10.0 19.8 6 10.0 25.56 PAV 3.0 36.88 C1 9.67 35.76 TOR 9.67 36.35 SPG 1.0 40.71 UG1 -4.0 42.9 BFP -4.0 42.92 CITY -4.0 43.0 100.0 20 9.0 5.6 12.01 19.41 21 10.0 12.0 22 9.0 5.6 13.78 20.79 23 10.0 13.83 24 9.0 5.6 18.46 24.06 25 10.0 18.65 26 9.0 5.6 22.81 26.75 27 10.0 23.14 29 9.0 5.6 17.18 23.21 31 9.0 5.6 22.86 26.77 32 10.0 23.18 80 9.0 5.6 13.2 20.35 83 9.0 5.6 14.33 21.2 84 10.0 14.33 81 10.0 13.86 82 10.0 15.48 30 10.0 17.33 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 5 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 9 5.60 19.60 1 E 1.427 1.000 100 12.250 to 0.0 1.427 -0.433 2 10 19.6 1.049 0.0 2.427 0.1755 0.426 Vel = 7.28 0.0 2 19.60 12.243 K Factor = 5.60 28 10 91.53 3 0.0 12.580 100 25.410 to 0.0 0.0 0.0 6 10 91.53 3.26 0.0 12.580 0.0122 0.153 Vel = 3.52 0.0 6 91.53 25.563 K Factor = 18.10 2 10 19.60 1 E 1.427 7.420 100 12.243 to 0.0 1.427 0.0 3 10 19.6 1.049 0.0 8.847 0.1757 1.554 Vel = 7.28 3 10 19.41 1.25 0.0 5.500 100 13.797 to 0.0 0.0 0.0 4 10 39.01 1.38 0.0 5.500 0.1651 0.908 Vel = 8.37 4 10 20.79 1.25 0.0 14.000 100 14.705 to 0.0 0.0 0.0 5 10 59.8 1.38 0.0 14.000 0.3638 5.093 Vel = 12.83 5 10 24.06 1.5 T 5.71 12.250 100 19.798 to 0.0 5.710 0.0 6 10 83.86 1.61 0.0 17.960 0.3210 5.765 Vel = 13.22 6 10 118.28 3 7L 33.571 102.377 100 25.563 to B 9.592 55.153 3.032 PAV 3 202.14 3.26 Eql 11.99 157.530 0.0526 8.290 Vel = 7.77 PAV 3 0.0 3 2L 13.44 .13.240 120 36.885 to - T 20.159 33.599 -2.889 C1 9.67 202.14 3.26 0.0 46.839 0.0376 1.759 Val = 7.77 C1 9.67 0.0 3 0.0 15.860 120 35.755 to 0.0 0.0 0.0 TOR 9.670 202.14 3.26 0.0 15.860 0.0376 0.596 Val = 7.77 TOR 9.670 0.0 4 B 15.8 14.220 120 36.351 to S 28.968 44.768 3.755 SPG 1 202.14 4.26 0.0 58.988 0.0102 0.602 Val = 4.55 SPG 1 0.0 6 L 14.183 11.000 140 40.708 to 0.0 14.183 2.166 UG1 -4 202.14 6.28 0.0 25.183 0.0011 0.028 Vel = 2.09 UG1 -4 0.0 6 0.0 0.0 150 42.902 to 0.0 11.000 0.0 BFP -4 202.14 6.09 0.0 11.000 0.0013 0.014 Vel = 2.23 BFP -4 0.0 6 L 13.875 4.000 150 42.916 to G 4.625 64.749 0.0 CITY -4 202.14 6.09 T 46.249 68.749 0.0012 0.081 Vel = 2.23 100.00 Qa = 100.00 CITY 302.14 42.997 K Factor = 46.08 20 9 5.60 19.41 1 E 1.427 1.000 100 12.015 to 0.0 1,427 -0.433 21 10 19.41 1.049 0.0 2.427 0.1722 0.418 Vel = 7.21 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA1 Page 6 Date 4-9-2019 Node1 Elev1 K to Node2 Elev2 Fact Qa Nom Fitting or Qt Act Eqiv Pipe CFact Pt Ftngs Pe ******* Notes ****** Len Total Pf/Ft Pf 21 10 0.0 1 E 1.427 5.420 100 12.000 to T 3.568 4.995 0.0 3 10 19.41 1.049 0.0 10.415 0.1725 1.797 Vel = 7.21 0.0 3 19.41 13.797 K Factor = 5.23 22 9 5.60 20.79 1 E 1.427 1.000 100 13.783 to 0.0 1.427 -0.433 23 10 20.79 1.049 0.0 2.427 0.1961 0.476 Val = 7.72 23 10 0.0 1 T 3.568 0.920 100 13.826 to 0.0 3.568 0.0 4 10 20.79 1.049 0.0 4.488 0.1959 0.879 Val = 7.72 0.0 4 20.79 14.705 K Factor = 5.42 24 9 5.60 24.06 1 E 1.427 1.000 100 18.456 to 0.0 1.427 -0.433 25 10 24.06 1.049 0.0 2.427 0.2567 0.623 Val = 8.93 25 10 0.0 1 T 3.568 0.920 100 18.646 to 0.0 3.568 0.0 5 10 24.06 1.049 0.0 4.488 0.2567 1.152 Val = 8.93 0.0 5 24.06 19.798 K Factor = 5.41 26 9 5.60 26.75 1 E 1.427 1.000 100 22.811 to 0.0 1.427 -0.433 27 10 26.75 1.049 0.0 2.427 0.3119 0.757 Val = 9.93 27 10 0.0 1 E 1.427 2.780 100 23.135 to T 3.568 4.995 0.0 6 10 26.75 1.049 0.0 7.775 0.3123 2.428 Val = 9.93 0.0 25.563 K Factor = 5.29 29 9 5.60 23.21 1 E 1.427 1.000 100 17.179 to 0.0 1.427 -0.433 30 10 23.21 1.049 0.0 2.427 0.2398 0.582 Val = 8.62 0.0 30 23.21 17.328 K Factor = 5.58 31 9 5.60 26.77 1 E 1.427 1.000 100 22.858 to 0.0 1.427 -0.433 32 10 26.77 1.049 0.0 2.427 0.3127 0.759 Vel = 9.94 32 10 0.0 1 E 1.427 2.120 100 23.184 to T 3.568 4.995 0.0 28 10 26.77 1.049 0.0 7.115 0.3129 2.226 Val = 9.94 0.0 28 26.77 25.410 K Factor = 5.31 80 9 5.60 20.35 1 3E 6.0 2.120 120 13.205 to 0.0 6.000 -0.433 81 10 20.35 1.049 0.0 8.120 0.1344 1.091 Val = 7.65 0.0 81 20.35 13.863 K Factor = 5.47 Computer Programs by Hydratec Inc. Revision: 5D.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA1 Page 7 Date 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 83 9 5.60 21.20 1 E 2.0 1.000 120 14.326 to 0.0 2.000 -0.433 84 10 21.2 1.049 0.0 3.000 0.1450 0.435 Vel = 7.87 84 10 0.0 1 E 2.0 0.920 120 14.328 to T 5.0 7.000 0.0 82 10 21.2 1.049 0.0 7.920 0.1448 1.147 Val = 7.87 0.0 82 21.20 15.475 K Factor = 5.39 81 10 20.35 1 0.0 12.000 120 13.863 to 0.0 0.0 0.0 82 10 20.35 1.049 0.0 12.000 0.1343 1.612 Vel = 7.55 82 10 21.20 1.25 0.0 14.000 120 15.475 to 0.0 0.0 0.0 30 10 41.55 1.38 0.0 14.000 0.1324 1.853 Val = 8.91 30 10 23.21 1.25 E 2.141 12.750 100 17.328 to T 4.282 6.423 0.0 28 10 64.76 1.38 0.0 19.173 0.4215 8.082 Val = 13.89 0.0 28 64.76 25.410 K Factor = 12.85 Computer Programs by Hydratec Inc. Revision: 50.53.5 Hydraulic Calculations by HydraCALC Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Drawing 2 Location LEVEL 1 WET SYSTEM Remote Area 2 Contract 19-0445 Data File : 19-0445 Enterprise Morans Point Building A Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection Qage 1 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 HYDRAULIC CALCULATIONS for Project name: 19-0445 Enterprise Morans Point Building A Location: LEVEL 1 WET SYSTEM Drawing no: 2 Date: 4-11-2019 Design Remote area number., 2 Remote area location: LEVEL 1 WET SYSTEM Occupancy classification: LIGHT Density. 0.1 - Gpm/SgFt Area of application: - SgFt Coverage per sprinkler 183 - SgFt Type of sprinklers calculated: QUICK RESPONSE PEND No. of sprinklers calculated: 12 In -rack demand. - GPM Hose streams: 0 - GPM Total water required (including hose streams): 331.29 - GPM @ 44.25 - Psi Typeofsystem: WETAUTOMATIC Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOB SITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor: Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number. 713-781-4000 Name of designer. SC Authority havingjurisdiction: CITY OF LA PORTE Notes: (Include peaking information orgridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Page 2 Date 4-11-2019 City Water Supply: Demand: C1 - Static Pressure 53 D1 - Elevation 5.630 C2 - Residual Pressure: 26 D2 - System Flow : 231.294 C2 - Residual Flow 1404 D2 - System Pressure 44.253 Hose ( Demand) : 100 D3 - System Demand : 331.294 Safety Margin 6.880 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 UZ 40 3 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection Page 3 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Fitting Legend Abbrev. Name '/ % 1 1% 1Yz 2 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 Zic Wilkins 350ADA 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 Schad 40 per NFPA. . Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection 19-0445 Enterprise Moans Point Building A WET SYSTEM LV1 RA2 Page 4 Date 4-11-2019 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.133 331.29 44.253 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node 35 9.0 5.6 10.68 18.3 36 9.67 10.68 37 9.67 11.36 38 9.67 12.1 39 9.67 16.04 40 9.67 21.63 41 9.67 21.67 13 9.67 21.87 14 9.67 22.39 15 9.67 23.18 16 9.67 24.15 17 9.67 25.34 18 9.67 26.64 18A 9.67 29.15 C1 9.67 32.61 TOR 9.67 33.38 SPG 1.0 37.91 UG1 -4.0 40.11 BFP -4.0 40.87 CITY -4.0 44.25 100.0 42 9.0 5.6 10.67 18.29 43 9.67 10.67 44 9.67 11.28 72 9.0 5.6 10.77 18.38 73 9.67 10.77 74 9.67 11.38 75 9.67 15.02 76 9.67 15.07 11 9.67 15.32 10 9.67 15.99 9 9.67 16.42 8 9.67 16.74 7 9.67 16.93 77 9.67 16.98 33 9.67 17.04 34 9.67 21.18 45 9.0 5.6 11.36 18.88 46 9.67 11.38 47 9.0 5.6 12.15 19.52 48 9.67 12.19 49 9.67 13.67 53 9.67 13.76 Notes Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Page 5 Date 4-11-2019 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 12 9.67 14.47 51 9.0 5.6 12.91 20.12 52 9.67 12.97 54 9.0 5.6 12.88 20.1 55 9.67 12.94 50 9.67 13.7 56 9.0 5.6 13.74 20.76 57 9.67 13.82 58 9.67 14.68 59 9.0 5.6 11.72 19.17 60 9.67 11.75 61 9.67 12.49 78 9.67 13.56 79 9.67 14.64 66 9.0 5.6 11.55 19.03 67 9.67 11.57 62 9.67 12.27 63 9.67 12.29 64 9.67 13.13 65 9.67 15.13 68 9.0 5.6 11.57 19.05 69 9.67 11.6 70 9.0 5.6 12.38 19.71 71 9.67 12.43 Computer Programs by Hydratec Inc. Revision: 50.63.5 Final Calculations : Hazen -Williams i Capital Fire Protection Page 6 19-0445 Enterprise Moans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft P,f 35 9 5.60 18.30 1 E 2.0 0.670 120 10.679 to 0.0 2.000 -0.290 36 9.67 18.3 1.049 0.0 2.670 0.1105 0.295 Vel = 6.79 36 9.67 0.0 1 T 5.0 1.090 120 10.684 to 0.0 5.000 0.0 37 9.67 18.3 1.049 0.0 6.090 0.1103 0.672 Vel = 6.79 37 9.67 8.70 1.25 0.0 12.410 120 11.356 to 0.0 0.0 0.0 38 9.67 27.0 1.38 0.0 12.410 0.0596 0.740 Vel = 5.79 38 9.67 18.88 1.25 0.0 24.820 120 12.096 to 0.0 0.0 0.0 39 9.67 45.88 1.38 0.0 24.820 0.1590 3.947 Vel = 9.84 39 9.67 0.0 1.25 2T 12.0 20.150 120 16.043 to E 3.0 15.000 0.0 40 9.67 45.88 1.38 0.0 35.150 0.1590 5.589 Vel = 9.84 40 9.67 0.0 2.5 0.0 5.560 120 21.632 to 0.0 0.0 0.0 41 9.67 45.88 2.635 0.0 5.560 0.0068 0.038 Vel = 2.70 41 9.67 43.33 2.5 0.0 8.760 120 21.670 to 0.0 0.0 0.0 13 9.67 89.21 2.635 0.0 8.760 0.0233 0.204 Vel = 5.25 13 9.67 32.20 2.5 0.0 12.410 120 21.874 to 0.0 0.0 0.0 14 9.67 121.41 2.635 0.0 12.410 0.0413 0.512 Vel = 7.14 14 9.67 22.44 2.5 0.0 14.000 120 22.386 to 0.0 0.0 0.0 15 9.67 143.85 2.635 0.0 14.000 0.0564 0.790 Vel = 8.46 15 9.67 21.67 2.5 0.0 13.340 120 23.176 to 0.0 0.0 0.0 16 9.67 165.52 2.635 0.0 13.340 0.0732 0.976 Vel = 9.74 16 9.67 24.20 2.5 0.0 12.660 120 24.152 to 0.0 0.0 0.0 17 9.67 189.72 2.635 0.0 12.660 0.0942 1.192 Vel = 11.16 17 9.67 19.11 2.5 0.0 11.500 120 25.344 to 0.0 0.0 0.0 18 9.670 208.83 2.635 0.0 11.500 0.1125 1.294 Vel = 12.29 18 9.670 22.46 2.5 L 5.491 13.000 120 26.638 to 0.0 5.491 0.0 18A 9.67 231.29 2.635 0.0 18.491 0.1358 2.512 Vel = 13.61 18A 9.67 0.0 3 L 6.72 65.166 120 29.150 to 0.0 6.720 0.0 C1 9.67 231.29 3.26 0.0 71.886 0.0482 3.465 Vel = 8.89 C1 9.67 0.0 3 0.0 15.860 120 32.615 to 0.0 0.0 0.0 TOR 9.670 231.29 3.26 0.0 15.860 0.0482 0.764 Val = 8.89 TOR 9.670 0.0 4 B 15.8 14.220 120 33.379 to S 28.968 44.768 3.755 SPG 1 231.29 4.26 0.0 58.988 0.0131 0.773 Vel = 5.21 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams f. Capital Fire Protection Page 7 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Nodal Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf SPG 1 0.0 6 L 14.183 11.000 140 37.907 to 0.0 14.183 2.166 UG1 -4 231.29 6.28 0.0 25.183 0.0015 0.037 Vel = 2.40 UG1 -4 0.0 6 3L 41.624 460.000 150 40.110 to 0.0 41.625 0.0 BFP -4 231.29 6.09 0.0 501.625 0.0015 0.762 Vel = 2.55 BFP -4 0.0 6 L 13.875 4.000 150 40.872 to G 4.625 64.749 3.276 * * Fixed Loss = 3.276 CITY -4 231.29 6.09 T 46.249 68.749 0.0015 0.105 Val = 2.55 Zic 0.0 100.00 Qa = 100.00 CITY 331.29 44.253 K Factor = 49.80 42 9 5.60 18.29 1 E 2.0 0.670 120 10.668 to 0.0 2.000 -0.290 43 9.67 18.29 1.049 0.0 2.670 0.1105 0.295 Val = 6.79 43 9.67 0.0 1 T 5.0 0.500 120 10.673 to 0.0 6.000 0.0 44 9.67 18.29 1.049 0.0 5.500 0.1102 0.606 Val = 6.79 44 9.67 -9.59 1.25 0.0 10.420 120 11.279 to 0.0 0.0 0.0 37 9.67 8.7 1.38 0.0 10.420 0.0074 0.077 Val = 1.87 0.0 37 8.70 11.356 K Factor = 2.58 72 9 5.60 18.38 1 E 2.0 0.670 120 10.767 to 0.0 2.000 -0.290 73 9.67 18.38 1.049 0.0 2.670 0.1112 0.297 Val = 6.82 73 9.67 0.0 1 T 5.0 0.490 120 10.774 to 0.0 5.000 0.0 74 9.67 18.38 1.049 0.0 5.490 0.1113 0.611 Val = 6.82 74 9.67 9.58 1.25 2E 6.0 45.090 120 11.385 to T 6.0 12.000 0.0 75 9.67 27.96 1.38 0.0 57.090 0.0636 3.632 Val = 6.00 75 9.67 0.0 2.5 T 16.474 3.440 120 15.017 to 0.0 16.474 0.0 76 9.67 27.96 2.635 0.0 19.914 0.0028 0.055 Val = 1.64 76 9.67 33.63 2.5 T 16.474 5.010 120 15.072 to 0.0 16.474 0.0 11 9.67 61.59 2.635 0.0 21.484 0.0117 0.252 Val = 3.62 11 9.67 26.19 2.5 2E 16.474 12.920 120 15.324 to 0.0 16.474 0.0 10 9.67 87.78 2.635 0.0 29.394 0.0226 0.665 Vel = 5.16 10 9.67 22.10 2.5 0.0 12.580 120 15.989 to 0.0 0.0 0.0 9 9.67 109.88 2.635 0.0 12.580 0.0343 0.432 Val = 6.46 9 9.67 -22.44 2.5 0.0 14.420 120 16.421 to 0.0 0.0 0.0 8 9.67 87.44 2.635 0.0 14.420 0.0225 0.324 Vel = 5.14 8 9.67 -21.67 2.5 0.0 14.220 120 16.745 to 0.0 0.0 0.0 7 9.67 65.77 2.635 0.0 14.220 0.0133 0.189 Val = 3.87 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 8 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 7 9.67 -24.20 2.5 0.0 7.930 120 16.934 to 0.0 0.0 0.0 77 9.67 41.57 2.635 0.0 7.930 0,0055 0.044 Vel = 2.45 77 9.67 0.0 2.5 0.0 11.240 120 16.978 to 0.0 0.0 0.0 33 9.67 41.57 2.635 0.0 11.240 0.0057 0.064 Val = 2.45 33 9.67 0.0 1.25 2T 12.0 19.220 120 17.042 to 0.0 12.000 0.0 34 9.67 41.57 1.38 0.0 31.220 0.1325 4.137 Vel = 8.92 34 9.67 -22.47 1.25 5E 15.0 111.480 120 21.179 to T 6.0 21.000 0.0 17 9.67 19.1 1.38 0.0 132.480 0.0314 4.165 Vel = 4.10 0.0 17 19.10 25.344 K Factor = 3.79 34 9.67 22.47 1.25 E 3.0 107.640 120 21.179 to 3T 18.0 21.000 0.0 18 9.670 22.47 1.38 0.0 128.640 0.0424 5.459 Vel = 4.82 0.0 18 22.47 26.638 K Factor = 4.35 45 9 5.60 18.88 1 E 2.0 0.670 120 11.362 to 0.0 2.000 -0.290 46 9.67 18.88 1.049 0.0 2.670 0.1169 0.312 Vel = 7.01 46 9.67 0.0 1 T 5.0 1.090 120 11.384 to 0.0 5.000 0.0 38 9.67 18.88 1.049 0.0 6.090 0.1169 0.712 Vel = 7.01 0.0 38 18.88 12.096 K Factor = 5.43 44 9.67 9.59 1.25 0.0 12.000 120 11.279 to 0.0 0.0 0.0 74 9.67 9.59 1.38 0.0 12.000 0.0088 0.106 Vel = 2.06 0.0 74 9.59 11.385 K Factor = 2.84 47 9 5.60 19.52 1 E 2.0 0.670 120 12.152 to 0.0 2.000 -0.290 48 9.67 19.52 1.049 0.0 2.670 0.1243 0.332 Vel = 7.25 48 9.67 0.0 1 E 2.0 4.840 120 12.194 to T 5.0 7.000 0.0 49 9.67 19.52 1.049 0.0 11.840 0.1244 1.473 Val = 7.25 49 9.67 -6.09 1.25 0.0 5.530 120 13.667 to 0.0 0.0 0.0 53 9.67 13.43 1.38 0.0 5.530 0.0163 0.090 Val = 2.88 53 9.67 20.12 1.25 T 6.0 2.030 120 13.757 to 0.0 6.000 0.0 12 9.67 33.55 1.38 0.0 8.030 0.0892 0.716 Val = 7.20 12 9.67 -11.45 1.25 T 6.0 30.820 120 14.473 to 0.0 6.000 0.0 10 9.67 22.1 1.38 0.0 36.820 0.0412 1.516 Val = 4.74 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 9 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 10 22.10 15.989 K Factor = 5.53 51 9 5.60 20.12 1 E 2.0 0.670 120 12.907 to 0.0 2.000 -0.290 52 9.67 20.12 1.049 0.0 2.670 0.1315 0.351 Vel = 7.47 52 9.67 0.0 1 T 5.0 1.000 120 12.968 to 0.0 5.000 0.0 53 9.67 20.12 1.049 0.0 6.000 0.1315 0.789 Vel = 7.47 0.0 53 20.12 13.757 K Factor = 5.42 54 9 5.60 20.10 1 E 2.0 0.670 120 12.882 to 0.0 2.000 -0.290 55 9.67 20.1 1.049 0.0 2.670 0.1311 0.350 Val = 7.46 55 9.67 0.0 1 T 5.0 0.810 120 12.942 to 0.0 5.000 0.0 50 9.67 20.1 1.049 0.0 5.810 0.1313 0.763 Val = 7.46 50 9.67 6.09 1.25 T 6.0 22.730 120 13.705 to 0.0 6.000 0.0 11 9.67 26.19 1.38 0.0 28.730 0.0564 1.619 Val = 5.62 0.0 11 26.19 15.324 K Factor = 6.69 49 9.67 6.09 1.25 E 3.0 7.100 120 13.667 to 0.0 3.000 0.0 50 9.67 6.09 1.38 0.0 10.100 0.0038 0.038 Val = 1.31 0.0 50 6.09 13.705 K Factor = 1.65 56 9 5.60 20.76 1 E 2.0 0.670 120 13.738 to 0.0 2.000 -0.290 57 9.67 20.76 1.049 0.0 2.670 0.1393 0.372 Vel = 7.71 57 9.67 0.0 1 T 5.0 1.150 120 13.820 to 0.0 5.000 0.0 58 9.67 20.76 1.049 0.0 6.150 0.1395 0.858 Vel = 7.71 58 9.67 11.44 1.25 T 6.0 81.110 120 14.678 to 0.0 6.000 0.0 13 9.67 32.2 1.38 0.0 87.110 0.0826 7.196 Val = 6.91 0.0 13 32.20 21.874 K Factor = 6.88 58 9.67 -11.45 1.25 2E 6.0 10.790 120 14.678 to 0.0 6.000 0.0 12 9.67 -11.45 1.38 0.0 16.790 -0.0122 -0.205 Vel = 2.46 0.0 12 -11.45 14.473 K Factor = -3.01 59 9 5.60 19.17 1 E 2.0 0.670 120 11.716 to 0.0 2.000 -0.290 60 9.67 19.17 1.049 0.0 2.670 0.1202 0.321 Vel = 7.12 60 9.67 0.0 1 T 5.0 1.180 120 11.747 to 0.0 5.000 0.0 61 9.67 19.17 1.049 0.0 6.180 0.1204 0.744 Vel = 7.12 Computer Programs by Hydratec Inc. Revision: 50.53.6 Final Calculations: Hazen -Williams Capital Fire Protection Page 10 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 61 9.67 14.46 1.25 0.0 12.000 120 12.491 to 0.0 0.0 0.0 78 9.67 33.63 1.38 0.0 12.000 0.0895 1.074 Vel = 7.21 78 9.67 0.0 1.25 0.0 12.000 120 13.565 to 0.0 0.0 0.0 79 9.67 33.63 1.38 0.0 12.000 0.0895 1.074 Vel = 7.21 79 9.67 0.0 1.25 0.0 4.840 120 14.639 to 0.0 0.0 0.0 76 9.67 33.63 1.38 0.0 4.840 0.0895 0.433 Vel = 7.21 0.0 76 33.63 15.072 K Factor = 8.66 66 9 5.60 19.03 1 E 2.0 0.670 120 11.548 to 0.0 2.000 -0.290 67 9.67 19.03 1.049 0.0 2.670 0.1187 0.317 Val = 7.06 67 9.67 0.0 1 T 5.0 0.820 120 11.575 to 0.0 5.000 0.0 62 9.67 19.03 1.049 0.0 5.820 0.1187 0.691 Vel = 7.06 62 9.67 -14.46 1.25 0.0 12.000 120 12.266 to 0.0 0.0 0.0 63 9.67 4.57 1.38 0.0 12,000 0.0022 0.026 Vel = 0.98 63 9.67 19.05 1.25 2E 6.0 11.960 120 12.292 to 0.0 6.000 0.0 64 9.67 23.62 1.38 0.0 17.960 0.0466 0.837 Vel = 5.07 64 9.67 19.71 1.25 0.0 14.000 120 13.129 to 0.0 0.0 0.0 65 9.67 43.33 1.38 0.0 14.000 0.1431 2.003 Vel = 9.29 65 9.67 0.0 1.25 T 6.0 39.700 120 15.132 to 0.0 6.000 0.0 41 9.67 43.33 1.38 0.0 45.700 0.1431 6.538 Vel = 9.29 0.0 41 43.33 21.670 K Factor = 9.31 68 9 5.60 19.05 1 E 2.0 0.670 120 11.573 to 0.0 2.000 -0.290 69 9.67 19.05 1.049 0.0 2.670 0.1187 0.317 Vel = 7.07 69 9.67 0.0 1 T 5.0 0.820 120 11.600 to - 0.0 5.000 0.0 63 9.67 19.05 1.049 0.0 5.820 0.1189 0.692 Val = 7.D7 0.0 63 19.05 12.292 K Factor = 5.43 70 9 5.60 19.71 1 E 2.0 0.670 120 12.384 to 0.0 2.000 -0.290 71 9.67 19.71 1.049 0.0 2.670 0.1266 0.338 Vel = 7.32 71 9.67 0.0 1 T 5.0 0.500 120 12.432 to 0.0 5.000 0.0 64 9.67 19.71 1.049 0.0 5.500 0.1267 0.697 Vel = 7.32 0.0 64 19.71 13.129 K Factor = 5.44 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams Capital Fire Protection Page 11 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total PNFt Pf 61 9.67 -14.46 1.25 0.0 12.000 120 12.491 to 0.0 0.0 0.0 62 9.67 -14.46 1.38 0.0 12.000 -0.0188 -0.225 Vel = 3.10 0.0 62 -14.46 12.266 K Factor = -4.13 9 9.67 22.44 1.25 2T 12.0 122.880 120 16.421 to 2E 6.0 18.000 0.0 14 9.67 22.44 1.38 0.0 140.880 0.0423 5.965 Vel = 4.81 0.0 14 22.44 22.386 K Factor = 4.74 8 9.67 21.67 1.25 3T 18.0 128.970 120 16.745 to 5E 15.0 33.000 0.0 15 9.67 21.67 1.38 0.0 161.970 0.0397 6.431 Vel = 4.65 0.0 15 21.67 23.176 K Factor = 4.50 7 9.67 24.20 1.25 4T 24.0 124.200 120 16.934 to 0.0 24.000 0.0 16 9.67 24.2 1.38 0.0 148.200 0.0487 7.218 Vel = 5.19 0.0 16 24.20 24.152 K Factor = 4.92 Computer Programs by Hydratec Inc. Revision: 50.53.5 i Hydraulic Calculations by HydraCALC Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name 19-0445 Enterprise Morans Point Building A RA3 Drawing 3 Location LEVEL 2 WET SYSTEM RA3 Remote Area 3 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building A Area 3.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection Page 1 r 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 HYDRAULIC CALCULATIONS for Project name: 19-0445 Enterprise Morans Point Building A Location: LEVEL 2 WET SYSTEM RA3 Drawing no: 3 Date: 4-11-2019 Design Remote area number: 3 Remote area location: LEVEL 2 WET SYSTEM Occupancy classification: LIGHT Density: 0.1 - Gpm/SgFt Area of application: - SgFt Coverage per sprinkler: 170 - SgFt Type of sprinklers calculated: QUICK RESPONSE PEND No. of sprinklers calculated: 9 In -rack demand. - GPM Hose streams: 100 - GPM Total water required (including hose streams): 252.98 - GPM @ 41.44 -Psi Typeofsystem: WETAUTOMATIC Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor., Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number: 713-7814000 Name of designer: SC Authority having jurisdiction: CITY OF LA PORTE Notes: (Include peaking information orgridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Page 2 Date 4-10-19 City Water Supply: Demand: C1 -Static Pressure 53 D1 - Elevation 12.127 C2 - Residual Pressure: 26 D2 - System Flow : 162.163 C2 - Residual Flow 1404 D2 - System Pressure 43.445 Hose ( Demand) : 100 D3 - System Demand : 262.163 Safety Margin 8.344 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection Page 3 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Fitting Legend Abbrev. Name % % 1 1% 1'h 2 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 Zig Wilkins 375DA 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 Schad 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Page 4 Date 4-10-19 SUPPLY ANALYSIS Node at Source Static Pressure Residual Pressure Flow Available Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.789 262.16 43.445 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 85 24.0 5.6 10.1 17.8 86 24.67 10.09 89 24.67 12.18 88 24.67 10.82 87 24.67 10.7 104 24.67 10.7 105 24.67 10.84 90 24.67 12.22 123 24.67 11.12 119 24.67 11.1 120 24.67 11.18 91 24.67 12.63 92 24.67 12.75 93 24.67 12.82 94 24.67 12.88 95 24.67 12.96 96 24.67 12.98 97 24.67 12.98 98 24.67 13.49 99 24.67 13.5 100 24.67 13.5 101 24.67 13.51 TOR2 24.67 14.36 TOR 9.67 22.38 SPG 1.0 26.64 UG1 -4.0 28.72 BFP -4.0 29.12 CITY -4.0 43.45 100.0 102 24.0 5.6 10.1 17.8 103 24.67 10.09 106 24.67 12.93 107 24.67 12.95 108 24.67 12.99 109 24.67 13.1 110 24.67 13.18 ill 24.67 13.26 112 24.67 13.43 113 24.0 5.6 10.22 17.91 114 24.67 10.22 115 24.0 5.6 10.24 17.92 116 24.67 10.23 117 24.0 5.6 10.47 18.12 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Page 5 Date ' 4-10-19 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 118 24.67 10.47 121 24.0 5.6 10.5 18.14 122 24.67 10.5 124 24.0 5.6 10.55 18.19 125 24.67 10.55 126 24.0 5.6 9.77 17.51 127 24.67 9.75 128 24.0 5.6 11.24 18.78 129 24.67 11.26 91A 24.67 12.22 130 24.67 11.89 131 24.67 11.93 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 6 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 85 24 5.60 17.80 1 E 2.0 0.670 120 10.103 to 0.0 2.000 -0.290 86 24.67 17.8 1.049 0.0 2.670 0.1049 0.280 Val = 6.61 86 24.67 0.0 1 T 5.0 0.750 120 10.093 to 0.0 5.000 0.0 87 24.67 17.8 1.049 0.0 5.750 0.1049 0.603 Val = 6.61 0.0 87 17.80 10.696 K Factor = 5.44 89 24.67 -35.12 1.5 T 8.0 21.510 120 12.176 to 0.0 8.000 0.0 88 24.67 -35.12 1.61 0.0 29.510 -0.0458 -1.351 Vel = 5.53 88 24.67 17.90 1.5 0.0 10.500 120 10.825 to 0.0 0.0 0.0 87 24.67 -17.22 1.61 0.0 10.500 -0.0123 -0.129 Val = 2.71 87 24.67 17.80 1.5 0.0 10.490 120 10.696 to 0.0 0.0 0.0 104 24.67 0.58 1.61 0.0 10.490 0.0001 0.001 Vel = 0.09 104 24.67 17.80 1.5 0.0 10.510 120 10.697 to 0.0 0.0 0.0 105 24.67 18.38 1.61 0.0 10.510 0.0138 0.145 Val = 2.90 105 24.67 17.92 1.5 T 8.0 34.810 120 10.842 to 0.0 8.000 0.0 106 24.67 36.3 1.61 0.0 42.810 0.0487 2.084 Val = 5.72 0.0 106 36.30 12.926 K Factor = 10.10 90 24.67 -24.34 1.5 2E 8.0 31.493 120 12.225 to T 8.0 16.000 0.0 123 24.67 -24.34 1.61 0.0 47.493 -0.0232 -1.104 Val = 3.84 123 24.67 18.14 1.5 0.0 14.000 120 11.121 to 0.0 0.0 0.0 119 24.67 -6.2 1.61 0.0 14.000 -0.0019 -0.026 Vel = 0.98 119 24.67 18.12 1.5 0.0 14.000 120 11.095 to 0.0 0.0 0.0 120 24.67 11.92 1.61 0.0 14.000 0.0062 0.087 Val = 1.88 120 24.67 18.20 1.5 2E 8.0 35.180 120 11.182 to T 8.0 16.000 0.0 107 24.67 30.12 1.61 0.0 51.180 0.0344 1.763 Vel = 4.75 0.0 107 30.12 12.945 K Factor = 8.37 89 24.67 35.12 2.5 0.0 11.740 120 12.176 to 0.0 0.0 0.0 90 24.67 35.12 2.635 0.0 11.740 0.0042 0.049 Val = 2.07 90 24.67 -45.32 2.5 0.0 8.830 120 12.225 to 0.0 0.0 0.0 91A 24.670 -10.2 2.635 0.0 8.830 -0.0005 -0.004 Val = 0.60 0.0 91A -10.20 12.221 KFactor= -2.92 90 24.67 69.66 2.5 2L 10.983 16.520 120 12.225 to 0.0 10.983 0.0 91 24.67 69.66 2.635 0.0 27.503 0.0148 0.406 Vel = 4.10 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 7 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Ncde2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 91 24.67 -9.04 2.5 0.0 10.820 120 12.631 to 0.0 0.0 0.0 92 24.67 60.62 2.635 0.0 10.820 0.0114 0.123 Vel = 3.57 92 24.67 -9.83 2.5 0.0 8.180 120 12.754 to 0.0 0.0 0.0 93 24.67 50.79 2.635 0.0 8.180 0.0082 0.067 Vel = 2.99 93 24.67 -9.49 2.5 0.0 10.200 120 12.821 to 0.0 0.0 0.0 94 24.67 41.3 2.635 0.0 10.200 0.0057 0.058 Vel = 2.43 94 24.67 -10.04 2.5 2L 10.983 13.640 120 12.879 to 0.0 10.983 0.0 95 24.67 31.26 2.635 0.0 24.623 0.0033 0.082 Vel = 1.84 95 24.67 -9.88 2.5 0.0 10.000 120 12.961 to 0.0 0.0 0.0 96 24.67 21.38 2.635 0.0 10.000 0.0017 0.017 Val = 1.26 96 24.67 -10.79 2.5 0.0 13.000 120 12.978 to 0.0 0.0 0.0 97 24.67 10.59 2.635 0.0 13.000 0.0005 0.006 Val = 0.62 0.0 97 10.59 12.984 K Factor = 2.94 97 24.67 10.59 1.5 T 8.0 86.110 120 12.984 to 2E 8.0 16.000 0.0 98 24.67 10.59 1.61 0.0 102.110 0.0050 0.509 Val = 1.67 0.0 98 10.59 13.493 K Factor = 2.88 98 24.67 10.59 3 T 20.159 11.750 120 13.493 to 0.0 20.159 0.0 99 24.67 10.59 3.26 0.0 31.909 0.0002 0.005 Vel = 0.41 99 24.67 10.79 3 0.0 10.000 120 13.498 to 0.0 0.0 0.0 100 24.67 21.38 3.26 0.0 10.000 0.0006 0.006 Vel = 0.82 100 24.67 9.88 3 0.0 6.200 120 13.504 to 0.0 0.0 0.0 101 24.67 31.26 3.26 0.0 6.200 0.0011 0.007 Vel = 1.20 101 24.67 130.90 3 T 20.159 7.160 120 13.511 to L 6.72 26.879 0.0 TOR2 24.670 162.16 3.26 0.0 34.039 0.0250 0.851 Val = 6.23 TOR2 24.670 0.0 3 3L 20.159 20.743 120 14.362 to T 20.159 40.318 6.496 TOR 9.670 162.16 3.26 0.0 61.061 0.0250 1.526 Vel = 6.23 TOR 9.670 0.0 4 B 15.8 14.220 120 22.384 to S 28.968 44.768 3.755 SPG 1 162.16 4.26 0.0 58.988 0.0068 0.400 Val = 3.65 SPG 1 0.0 6 L 14.183 11.000 140 26.539 to 0.0 14.183 2.166 UG1 -4 162.16 6.28 0.0 25.183 0.0008 0.019 Val = 1.68 UG1 -4 0.0 6 3L 41.624 460.000 150 28.724 to 0.0 41.625 0.0 BFP -4 162.16 6.09 0.0 501.625 0.0008 0.396 Vel = 1.79 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Nforans Point Building A RA3 Page 8 Date 4-10-19 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf BFP -4 0.0 6 L 13.875 4.000 150 29.120 to G 4.625 64.749 14.271 * * Fixed Loss = 14.271 CITY -4 162.16 6.09 T 46.249 68.749 0.0008 0.054 Vel = 1.79 100.00 Qa = 100.00 CITY 262.16 43.445 K Factor = 39.77 102 24 5.60 17.80 1 E 2.0 0.670 120 10.104 to 0.0 2.000 -0.290 103 24.67 17.8 1.049 0.0 2.670 0.1045 0.279 Val = 6.61 103 24.67 0.0 1 T 5.0 0.750 120 10.093 to 0.0 5.000 0.0 104 24.67 17.8 1.049 0.0 5.750 0.1050 0.604 Val = 6.61 0.0 104 17.80 10.697 K Factor = 5.44 106 24.67 36.30 3 0.0 12.620 120 12.926 to 0.0 0.0 0.0 107 24.67 36.3 3.26 0.0 12.620 0.0015 0.019 Vel = 1.40 107 24.67 30.12 3 0.0 9.800 120 12.945 to 0.0 0.0 0.0 108 24.67 66.42 3.26 0.0 9.800 0.0048 0.047 Val = 2.55 108 24.67 26.08 3 0.0 12.080 120 12.992 to 0.0 0.0 0.0 109 24.67 92.5 3.26 0.0 12.080 0.0089 0.107 Val = 3.56 109 24.67 9.04 3 0.0 7.680 120 13.099 to 0.0 0.0 0.0 110 24.67 101.54 3.26 0.0 7.680 0.0105 0.081 Vel = 3.90 110 24.67 9.83 3 0.0 6.430 120 13.180 to 0.0 0.0 0.0 111 24.67 111.37 3.26 0.0 6.430 0.0124 0.080 Vel = 4.28 111 24.67 9.50 3 0.0 11.870 120 13.260 to 0.0 0.0 0.0 112 24.67 120.87 3.26 0.0 11.870 0.0145 0.172 Vel = 4.65 112 24.67 10.03 3 0.0 4.680 120 13.432 to 0.0 0.0 0.0 101 24.67 130.9 3.26 0.0 4.680 0.0169 0.079 Vel = 5.03 0.0 101 130.90 13.511 K Factor = 35.61 113 24 5.60 17.91 1 E 2.0 0.670 120 10.224 to 0.0 2.000 -0.290 114 24.67 17.91 1.049 0.0 2.670 0.1060 0.283 Val = 6.65 114 24.67 0.0 1 T 6.0 0.730 120 10.217 to 0.0 5.000 0.0 88 24.67 17.91 1.049 0.0 5.730 0.1061 0.608 Val = 6.65 0.0 88 17.91 10.825 K Factor = 5.44 115 24 5.60 17.92 1 E 2.0 0.670 120 10.238 to 0.0 2.000 -0.290 116 24.67 17.92 1.049 0.0 2.670 0.1060 0.283 Val = 6.65 l Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Page 9 Date 4-10-19 ******* Notes ****** 116 24.67 0.0 1 T 5.0 0.750 120 10.231 to 0.0 5.000 0.0 105 24.67 17.92 1.049 0.0 5.750 0.1063 0.611 Val = 6.65 0.0 105 17.92 10.842 K Factor = 5.44 117 24 5.60 18.12 1 E 2.0 0.670 120 10.473 to 0.0 2.000 -0.290 118 24.67 18.12 1.049 0.0 2.670 0.1082 0.289 Vel = 6.73 118 24.67 0.0 1 T 5.0 0.750 120 10.472 to 0.0 5.000 0.0 119 24.67 18.12 1.049 0.0 5.750 0.1083 0.623 Vel = 6.73 0.0 119 18.12 11.095 K Factor = 5.44 121 24 5.60 18.14 1 E 2.0 0.670 120 10.496 to 0.0 2.000 -0.290 122 24.67 18.14 1.049 0.0 2.670 0.1086 0.290 Val = 6.73 122 24.67 0.0 1 T 5.0 0.750 120 10.496 to 0.0 5.000 0.0 123 24.67 18.14 1.049 0.0 5.750 0.1087 0.625 Val = 6.73 0.0 123 18.14 11.121 K Factor = 5.44 124 24 5.60 18.19 1 E 2.0 0.670 120 10.553 to 0.0 2.000 -0.290 125 24.67 18.19 1.049 0.0 2.670 0.1090 0.291 Val = 6.75 125 24.67 0.0 1 T 5.0 0.750 120 10.554 to 0.0 5.000 0.0 120 24.67 18.19 1.049 0.0 5.750 0.1092 0.628 Val = 6.75 0.0 120 18.19 11.182 K Factor = 5.44 126 24 5.60 17.51 1 E 2.0 0.670 120 9.772 to 0.0 2.000 -0.290 127 24.67 17.51 1.049 0.0 2.670 0.1019 0.272 Vel = 6.50 127 24.67 0.0 1 2T 10.0 9.050 120 9.754 to E 2.0 12.000 0.0 130 24.67 17.51 1.049 0.0 21.050 0.1017 2.141 Val = 6.50 0.0 130 17.51 11.895 K Factor = 5.08 128 24 5.60 18.78 1 E 2.0 0.670 120 11.241 to 0.0 2.000 -0.290 129 24.67 18.78 1.049 0.0 2.670 0.1157 0.309 Val = 6.97 129 24.67 0.0 1 T 5.0 0.750 120 11.260 to 10.0 5.000 0.0 131 24.670 18.78 1.049 0.0 5.750 0.1157 0.665 Val = 6.97 0.0 131 18.78 11.925 K Factor= 5.44 91A 24.670 -10.20 1.5 T 8.0 54.240 120 12.221 to 2E 8.0 16.000 0.0 130 24.67 -10.2 1.61 0.0 70.240-0.0046 -0.326 Val = 1.61 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams .Cap;4aPFire Protection 19-0445 Enterprise IVlorans Point Building A RA3 Page 10 Date 4-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 130 24.67 17.51 1.5 E 4.0 8.100 120 11.895 to 0.0 4.000 0.0 131 24.670 7.31 1.61 0.0 12.100 0.0025 0.030 Vel = 1.15 131 24.670 18.78 1.5 T 8.0 32.410 120 11.925 to 0.0 8.000 0.0 108 24.67 26.09 1.61 0.0 40.410 0.0264 1.067 Vel = 4.11 0.0 ' 108 26.09 12.992 K Factor = 7.24 91 24.67 9.04 1.5 3T 24.0 90.140 120 12.631 to 3E 12.0 36.000 0.0 109 24.67 9.04 1.61 0.0 126.140 0.0037 0.468 Vel = 1.42 0.0 109 9.04 13.099 K Factor = 2.50 92 24.67 9.83 1.5 2T 16.0 82.020 120 12.754 to 0.0 16.000 0.0 110 24.67 9.83 1.61 0.0 98.020 0.0043 0.426 Val = 1.55 0.0 110 9.83 13.180 K Factor = 2.71 93 24.67 9.49 1.5 2T 16.0 83.780 120 12.821 to 2E 8.0 24.000 0.0 111 24.67 9.49 1.61 0.0 107.780 0.0041 0.439 Vel = 1.50 0.0 111 9.49 13.260 K Factor = 2.61 94 24.67 10.04 1.5 3T 24.0 86.670 120 12.879 to 3E 12.0 36.000 0.0 112 24.67 10.04 1.61 0.0 122.670 0.0045 0.553 Vel = 1.58 0.0 112 10.04 13.432 K Factor = 2.74 95 24.67 9.88 1.5 2T 16.0 91.800 120 12.961 to 4E 16.0 32.000 0.0 100 24.67 9.88 1.61 0.0 123.800 0.0044 0.543 Vel = 1.56 0.0 100 9.88 13.504 K Factor = 2.69 96 24.67 10.79 1.5 2T 16.0 84.860 120 12.978 to 0.0 16.000 0.0 99 24.67 10.79 1.61 0.0 100.860 0.0052 0.520 Val = 1.70 0.0 99 10.79 13.498 K Factor = 2.94 Computer Programs by Hydratec Inc. Revision: 50.53.5 Hydraulic Calculations by HydraCA1C Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Drawing 3 Location LEVEL 2 PREACTION SYSTEM RA4 Remote Area 4 Contract Data File : 19-0445 Enterprise Morans Point Building A Area 4.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection Page 1 ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Date 4-9-2019 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORGANS POINT BUILDING A LV2 PA Location: LEVEL 2 PREACTION SYSTEM RA4 Drawing no: 3 Date: 4-9-2019 Design Remote area number: 4 Remote area location: LEVEL 2 PREACTIONS SYTEM Occupancy classification: OH -GPI Density. .15 - Gpm/SgFt Area of application: ENTIRE - SgFt Coverage per sprinkler: 80 - SgFt Type of sprinklers calculated: Q.R SSU No. of sprinklers calculated. 3 In -rack demand: - GPM Hose streams: 250 - GPM Total water required (including hose streams): 295.251 - GPM Type of system: Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 ` Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor: Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number: 713-781-4000 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) @ 41.7845 - Psi Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 2 Date 4-9-2019 City Water Supply: Demand: C1 -Static Pressure 53 D1 - Elevation 12.387 C2 - Residual Pressure: 26 D2 - System Flow : 45.251 C2 - Residual Flow 1404 D2 - System Pressure 41.784 Hose ( Demand) : 250 D3 - System Demand : 295.251 Safety Margin 9.707 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 D2 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 3 Date 4-9-2019 Fitting Legend Abbrev. Name '/ 1 1A 1%: 2 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 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 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 Zig Wilkins 375DA 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 Schad 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. 0 0 0 45 50 61 10 11 13 30 34 40 91 101 121 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 4 Date 4-9-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.491 295.25 41.784 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes S1 24.6 5.6 7.0 14.82 S2 24.6 5.6 7.16 14.98 S3 24.6 5.6 7.62 15.45 L1 24.2 7.6 L2 24.2 7.76 L3 24.2 8.25 L4 24.2 8.47 PAV 3.0 20.91 C2 9.67 21.88 TOR 9.67 21.96 SPG 1.0 25.75 UG1 -4.0 27.92 BFP -4.0 27.95 CITY -4.0 41.78 250.0 Computer Programs by Hydratec Inc. Revision: 60.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 5 ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Date 4-9-2019 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf S1 24.600 5.60 14.82 1 T 3.568 0.500 100 7.000 to 0.0 3.568 0.173 L1 24.200 14.82 1.049 0.0 4.068 0.1047 0.426 Vel = 5.50 0.0 L1 14.82 7.599 K Factor = 5.38 S2 24.600 5.60 14.98 1 T 3.568 0.500 100 7.156 to 0.0 3.568 0.173 L2 24.200 14.98 1.049 0.0 4.068 0.1069 0.435 Val = 5.56 0.0 L2 14.98 7.764 K Factor = 5.38 S3 24.600 5.60 15.45 1 T 3.568 0.500 100 7.616 to 0.0 3.568 0.173 L3 24.200 15.45 1.049 0.0 4.068 0.1131 0.460 Val = 5.74 0.0 L3 15.45 8.249 K Factor = 5.38 L1 24.200 14.82 1.25 0.0 6.000 100 7.599 to 0.0 0.0 0.0 L2 24.200 14.82 1.38 0.0 6.000 0.0275 0.165 Vel = 3.18 L2 24.200 14.98 1.25 T 4.282 2.790 100 7.764 to 0.0 4.282 0.0 L4 24.200 29.8 1.38 0.0 7.072 0.1003 0.709 Val = 6.39 0.0 L4 29.80 8.473 K Factor = 10.24 L3 24.200 15.45 1.25 T 4.282 3.250 100 8.249 to 0.0 4.282 0.0 L4 24.200 15.45 1.38 0.0 7.532 0.0297 0.224 Vel = 3.31 L4 24.200 29.80 2 6E 21.411 78.540 100 8.473 to T 7.137 28.548 9.182 PAV 3 45.25 2.067 0.0 107.088 0.0304 3.251 Vel = 4.33 PAV 3 0.0 1.5 E 2.855 12.000 100 20.906 to T 5.71 25.694 -2.889 C2 9.670 45.25 1.61 Eql 17.129 37.694 0.1025 3.865 Vel = 7.13 C2 9.670 0.0 3 L 6.72 4.910 120 21.882 to T 20.159 26.879 0.0 TOR 9.670 45.25 3.26 0.0 31.789 0.0024 0.075 Val = 1.74 TOR 9.670 0.0 4 B 15.8 14.220 120 21.957 to S 28.968 44.768 3.755 SPG 1 45.25 4.26 0.0 58.988 0.0006 0.038 Vel = 1.02 SPG 1 0.0 6 L 14.183 11.000 140 25.750 to 0.0 14.183 2.166 UG1 -4 45.25 6.28 0.0 25.183 0 0.001 Val = 0.47 UG1 -4 0.0 6 3L 41.624 460.000 150 27.917 to 0.0 41.625 0.0 BFP -4 45.25 6.09 0.0 501.625 0.0001 0.037 Vel = 0.50 BFP -4 0.0 6 L 13.875 4.000 150 27.954 to G 4.625 64.749 13.825 * * Fixed Loss = 13.825 CITY -4 45.25 6.09 T 46.249 68.749 0.0001 0.005 Vel = 0.50 Zig 0.0 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams Capital Fire Protection Page 6 ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Date 4-9-2019 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 250.00 Qa = 250.00 CITY 295.25 41.784 K Factor = 45.68 0 Computer Programs by Hydratec Inc. Revision: 50.53.5 ECF/v�eb ey. APR 6 2019 I" Hydraulic Calculations by HydraCALC Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Drawing 3 Location LEVEL 2 PREACTION SYSTEM RA4 Remote Area 4 Contract Data File 19-0445 Enterprise Morans Point Building A Area 4.WXF Computer Programs by Hydratec Inc. Revision: 60.53.5 Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE, MORGANS POINT BUILDING A LV2 PA Location: . LEVEL' 2' PREACTION SYSTEM RA4 Drawing not 3 Date: ' j4-9-2019 Design Remote area number: 4 Remote area location: LEVEL 2 PREACTIONS SYTEM Occupancy classification: OH-GP1 Density: .15 - Gpm/SgFt Area of application: ENTIRE - SgFt Coverage per sprinkler. 80 - SgFt Type of sprinklers calculated., Q.R SSU No. of sprinklers calculated., 3 In -rack demand. - GPM Hose streams: 250 - GPM Total water required (including hose streams): 295.251 - GPM Type of system: Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor: Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number. 713-781-4000 Name of designer. Authority having jurisdiction: Notes: (Include peaking information orgridded systems here.) @ 41.7845 - Psi Page 1 Date 4-9-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 2 Date 4-9-2019 City Water Supply: Demand: C1 -Static Pressure 53 D1 - Elevation 12.387 C2 - Residual Pressure: 26 D2 - System Flow : 45.251 C2 - Residual Flow 1404 D2 - System Pressure 41.784 Hose ( Demand) : 250 D3 - System Demand : 295.251 Safety Margin 9.707 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 Cl E 50 D2 40 Eta 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page Date 3 4-9-2019 Fitting Legend Abbrev. Name '/2 % 1 1% 1'% 2 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 1s 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 Zig Wilkins 375DA 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 Schad 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: 50.53.5 Flow Summary,- NFPA Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 4 Date 4-9-2019 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.491 295.25 41.784 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes S1 24.6 5.6 7.0 14.82 S2 24.6 5.6 7.16 14.98 S3 24.6 5.6 7.62 15.45 L1 24.2 7.6 L2 24.2 7.76 L3 24.2 8.25 L4 24.2 8.47 PAV 3.0 20.91 C2 9.67 21.88 TOR 9.67 21.96 SPG 1.0 25.75 UG1 -4.0 27.92 BFP -4.0 27.95 CITY -4.0 41.78 250.0 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 5 ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Date 4-9-2019 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf S1 24.600 5.60 14.82 1 T 3.568 0.500 100 7.000 to 0.0 3.568 0.173 L1 24.200 14.82 1.049 0.0 4.068 0.1047 0.426 Val = 5.50 0.0 L1 14.82 7.599 K Factor = 5.38 S2 24.600 5.60 14.98 1 T 3.568 0.500 100 7.156 to 0.0 3.568 0.173 L2 24.200 14.98 1.049 0.0 4.068 0.1069 0.435 Val = 5.56 0.0 L2 14.98 7.764 K Factor = 5.38 S3 24.600 5.60 15.45 1 T 3.568 0.500 100 7.616 to 0.0 3.568 0.173 L3 24.200 15.45 1.049 0.0 4.068 0.1131 0.460 Vel = 5.74 0.0 L3 15.45 8.249 K Factor = 5.38 L1 24.200 14.82 1.25 0.0 6.000 100 7.599 to 0.0 0.0 0.0 L2 24.200 14.82 1.38 0.0 6.000 0.0275 0.165 Vel = 3.18 L2 24.200 14.98 1.25 T 4.282 2.790 100 7.764 to 0.0 4.282 0.0 L4 24.200 29.8 1.38 0.0 7.072 0.1003 0.709 Val = 6.39 0.0 L4 29.80 8.473 K Factor = 10.24 L3 24.200 15.45 1.25 T 4.282 3.250 100 8.249 to 0.0 4.282 0.0 L4 24.200 15.45 1.38 0.0 7.532 0.0297 0.224 Vel = 3.31 L4 24.200 29.80 2 6E 21.411 78.540 100 8.473 to T 7.137 28.548 9.182 PAV 3 45.25 2.067 0.0 107.088 0.0304 3.251 Vel = 4.33 PAV 3 0.0 1.5 E 2.855 12.000 100 20.906 to T 5.71 25.694 -2.889 C2 9.670 45.25 1.61 Eql 17.129 37.694 0.1025 3.865 Val = 7.13 C2 9.670 0.0 3 L 6.72 4.910 120 21.882 to T 20.159 26.879 0.0 TOR 9.670 45.25 3.26 0.0 31.789 0.0024 0.075 Vel = 1.74 TOR 9.670 0.0 4 B 15.8 14.220 120 21.957 to S 28.968 44.768 3.755 SPG 1 45.25 4.26 0.0 58.988 0.0006 0.038 Vel = 1.02 SPG 1 0.0 6 L 14.183 11.000 140 25.750 to 0.0 14.183 2.166 UG1 -4 45.25 6.28 0.0 25.183 0 0.001 Vel = 0.47 UG1 -4 0.0 6 3L 41.624 460.000 150 27.917 to 0.0 41.625 0.0 BFP -4 45.25 6.09 0.0 501.625 0.0001 0.037 Vel = 0.50 BFP -4 0.0 6 L 13.875 4.000 150 27.954 to G 4.625 64.749 13.825 * * Fixed Loss = 13.825 CITY -4 45.25 6.09 T 46.249 68.749 0.0001 0.005 Vel = 0.50 Zig 0.0 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams C9pital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 6 Date 4-9-2019 Nodal Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 250.00 Qa = 250.00 CITY 295.25 41.784 K Factor = 45.68 Computer Programs by Hydratec Inc. Revision: 50.53.5 Hydraulic Calculations by HydraCALC Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name 19-0445 Enterprise Morans Point Building A RA3 Drawing 3 Location LEVEL 2 WET SYSTEM RA3 Remote Area 3 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building A Area 3.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection Page 1 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 HYDRAULIC CALCULATIONS for Project name: 19-0445 Enterprise Morans Point Building A Location: LEVEL 2 WET SYSTEM RA3 Drawing no: 3 Date: 4-11-2019 Design Remote area number: 3 Remote area location: LEVEL 2 WET SYSTEM Occupancy classification: LIGHT Density: 0A - Gpm/SgFt Area of application: - SgFt Coverage per sprinkler. 170 - SgFt Type of sprinklers calculated. QUICK RESPONSE PEND No. of sprinklers calculated. 9 In -rack demand: - GPM Hose streams: 100 - GPM Total water required (including hose streams): 252.98 - GPM @ 41.44 - Psi Typeofsystem: WETAUTOMATIC Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor., Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number: 713-781-4000 Name of designer: SC Authority havingjurisdiction: CITY OF LA PORTE Notes: (Include peaking information orgridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection Page 2 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 City Water Supply: Demand: C1 - Static Pressure 53 D1 - Elevation 12.127 C2 - Residual Pressure: 26 D2 - System Flow : 162.163 C2 - Residual Flow 1404 D2 - System Pressure 43.445 Hose ( Demand) : 100 D3 - System Demand : 262.163 Safety Margin 8.344 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection Page 3 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Fitting Legend Abbrev. Name Y. '% 1 1'% 1X. 2 2%: 3 3'% 4 5 6 8 10 12 14 16 1B 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 Zig Wilkins 375DA 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 Schad 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 60.53.5 Flow Summary NFPA Capital'Fire Protection Page 4 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.789 262.16 43.445 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 85 24.0 5.6 10.1 17.8 86 24.67 10.09 89 24.67 12.18 88 24.67 10.82 87 24.67 10.7 104 24.67 10.7 105 24.67 10.84 90 24.67 12.22 123 24.67 11.12 119 24.67 11.1 120 24.67 11.18 91 24.67 12.63 92 24.67 12.75 93 24.67 12.82 94 24.67 12.88 95 24.67 12.96 96 24.67 12.98 97 24.67 12.98 98 24.67 13.49 99 24.67 13.5 100 24.67 13.5 101 24.67 13.51 TOR2 24.67 14.36 TOR 9.67 22.38 SPG 1.0 26.54 UG1 -4.0 28.72 BFP -4.0 29.12 CITY -4.0 43.45 100.0 102 24.0 5.6 10.1 17.8 103 24.67 10.09 106 24.67 12.93 107 24.67 12.95 108 24.67 12.99 109 24.67 13.1 110 24.67 13.18 ill 24.67 13.26 112 24.67 13.43 113 24.0 5.6 10.22 17.91 114 24.67 10.22 115 24.0 5.6 10.24 17.92 116 24.67 10.23 117 24.0 5.6 10.47 18.12 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Page 5 Date 4-10-19 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 118 24.67 10.47 121 24.0 5.6 10.5 18.14 122 24.67- 10.5 124 24.0 5.6 10.55 18.19 125 24.67 10.55 126 24.0 5.6 9.77 17.51 127 24.67 9.75 128 24.0 5.6 11.24 18.78 129 24.67 11.26 91A 24.67 12.22 130 24.67 11.89 131 24.67 11.93 n Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital'Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Page 6 Date 4-10-19 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 85 24 5.60 17.80 1 E 2.0 0.670 120 10.103 to 0.0 2.000 -0.290 86 24.67 17.8 1.049 0.0 2.670 0.1049 0.280 Vel = 6.61 86 24.67 0.0 1 T 5.0 0.750 120 10.093 to 0.0 5.000 0.0 87 24.67 17.8 1.049 0.0 5.750 0.1049 0.603 Val = 6.61 0.0 87 17.80 10.696 K Factor = 5.44 89 24.67 -35.12 1.5 T 8.0 21.510 120 12.176 to 0.0 8.000 0.0 88 24.67 -35.12 1.61 0.0 29.510 -0.0458 -1.351 Val = 5.53 88 24.67 17.90 1.5 0.0 10.500 120 10.825 to 0.0 0.0 0.0 87 24.67 -17.22 1.61 0.0 10.500 -0.0123 -0.129 Val = 2.71 87 24.67 17.80 1.5 0.0 10.490 120 10.696 to 0.0 0.0 0.0 104 24.67 0.58 1.61 0.0 10.490 0.0001 0.001 Val = 0.09 104 24.67 17.80 1.5 0.0 10.510 120 10.697 to 0.0 0.0 0.0 105 24.67 18.38 1.61 0.0 10.510 0.0138 0.145 Vel = 2.90 105 24.67 17.92 1.5 T 8.0 34.810 120 10.842 to 0.0 8.000 0.0 106 24.67 36.3 1.61 0.0 42.810 0.0487 2.084 Val = 5.72 0.0 106 36.30 12.926 K Factor = 10.10 90 24.67 -24.34 1.5 2E 8.0 31.493 120 12.225 to T 8.0 16.000 0.0 123 24.67 -24.34 1.61 0.0 47.493 -0.0232 -1.104 Vel = 3.84 123 24.67 18.14 1.5 0.0 14.000 120 11.121 to 0.0 0.0 0.0 119 24.67 -6.2 1.61 0.0 14.000 -0.0019 -0.026 Vel = 0.98 119 24.67 18.12 1.5 0.0 14.000 120 11.095 to 0.0 0.0 0.0 120 24.67 11.92 1.61 0.0 14.000 0.0062 0.087 Val = 1.88 120 24.67 18.20 1.5 2E 8.0 35.180 120 11.182 to T 8.0 16.000 0.0 107 24.67 30.12 1.61 0.0 51.180 0.0344 1.763 Val = 4.75 0.0 107 30.12 12.945 K Factor = 8.37 89 24.67 35.12 2.5 0.0 11.740 120 12.176 to 0.0 0.0 0.0 90 24.67 35.12 2.635 0.0 11.740 0.0042 0.049 Val = 2.07 90 24.67 -45.32 2.5 0.0 8.830 120 12.225 to 0.0 0.0 0.0 91A 24.670 -10.2 2.635 0.0 8.830 -0.0005 -0.004 Val = 0.60 0.0 91A -10.20 12.221 KFactor= -2.92 90 24.67 69.66 2.5 2L 10.983 16.520 120 12.225 to 0.0 10.983 0.0 91 24.67 69.66 2.635 0.0 27.503 0.0148 0.406 Val = 4.10 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Page 7 Date 4-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 91 24.67 -9.04 2.5 0.0 10.820 120 12.631 to 0.0 0.0 0.0 92 24.67 60.62 2.635 0.0 10.820 0.0114 0.123 Vel = 3.57 92 24.67 -9.83 2.5 0.0 8.180 120 12.754 to 0.0 0.0 0.0 93 24.67 50.79 2.635 0.0 8.180 0.0082 0.067 Val = 2.99 93 24.67 -9.49 2.5 0.0 10.200 120 12.821 to 0.0 0.0 0.0 94 24.67 41.3 2.635 0.0 10.200 0.0057 0.058 Val = 2.43 94 24.67 -10.04 2.5 2L 10.983 13.640 120 12.879 to 0.0 10.983 0.0 95 24.67 31.26 2.635 0.0 24.623 0.0033 0.082 Vel = 1.84 95 24.67 -9.88 2.5 0.0 10.000 120 12.961 to 0.0 0.0 0.0 96 24.67 21.38 2.635 0.0 10.000 0.0017 0.017 Val = 1.26 96 24.67 -10.79 2.5 0.0 13.000 120 12.978 to 0.0 0.0 0.0 97 24.67 10.59 2.635 0.0 13.000 0.0005 0.006 Val = 0.62 0.0 97 10.59 12.984 K Factor = 2.94 97 24.67 10.59 1.5 T 8.0 86.110 120 12.984 to 2E 8.0 16.000 0.0 98 24.67 10.59 1.61 0.0 102.110 0.0050 0.509 Vel = 1.67 0.0 98 10.59 13.493 K Factor = 2.88 98 24.67 10.59 3 T 20.159 11.750 120 13.493 to 0.0 20.159 0.0 99 24.67 10.59 3.26 0.0 31.909 0.0002 0.005 Vel = 0.41 99 24.67 10.79 3 0.0 10.000 120 13.498 to 0.0 0.0 0.0 100 24.67 21.38 3.26 0.0 10.000 0.0006 0.006 Vel = 0.82 100 24.67 9.88 3 0.0 6.200 120 13.504 to 0.0 0.0 0.0 101 24.67 31.26 3.26 0.0 6.200 0.0011 0.007 Vel = 1.20 101 24.67 130.90 3 T 20.159 7.160 120 13.511 to L 6.72 26.879 0.0 TOR2 24.670 162.16 3.26 0.0 34.039 0.0250 0.851 Val = 6.23 TOR2 24.670 0.0 3 3L 20.159 20.743 120 14.362 to T 20.159 40.318 6.496 TOR 9.670 162.16 3.26 0.0 61.061 0.0250 1.526 Vel = 6.23 TOR 9.670 0.0 4 B 15.8 14.220 120 22.384 to S 28.968 44.768 3.755 SPG 1 162.16 4.26 0.0 58.988 0.0068 0.400 Vel = 3.65 SPG 1 0.0 6 L 14.183 11.000 140 26.539 to 0.0 14.183 2.166 UG1 -4 162.16 6.28 0.0 25.183 0.0008 0.019 Vel = 1.68 UG1 -4 0.0 6 3L 41.624 460.000 150 28.724 to - 0.0 41.625 0.0 BFP -4 162.16 6.09 0.0 501.625 0.0008 0.396 Vel = 1.79 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams Capital'Fire Protection Page 8 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf BFP -4 0.0 6 L 13.875 4.000 150 29.120 to G 4.625 64.749 14.271 * * Fixed Loss = 14.271 CITY -4 162.16 6.09 T 46.249 68.749 0.0008 0.054 Vel = 1.79 Zig 0.0 100.00 Qa = 100.00 CITY 262.16 43.445 K Factor = 39.77 102 24 5.60 17.80 1 E 2.0 0.670 120 10.104 to 0.0 2.000 -0.290 103 24.67 17.8 1.049 0.0 2.670 0.1045 0.279 Vel = 6.61 103 24.67 0.0 1 T 5.0 0.750 120 10.093 to 0.0 5.000 0.0 104 24.67 17.8 1.049 0.0 5.750 0.1050 0.604 Vel = 6.61 0.0 104 17.80 10.697 K Factor = 5.44 106 24.67 36.30 3 0.0 12.620 120 12.926 to 0.0 0.0 0.0 107 24.67 36.3 3.26 0.0 12.620 0.0015 0.019 Vel = 1.40 107 24.67 30.12 3 0.0 9.800 120 12.945 to 0.0 0.0 0.0 108 24.67 66.42 3.26 0.0 9.800 0.0048 0.047 Val = 2.55 108 24.67 26.08 3 0.0 12.080 120 12.992 to 0.0 0.0 0.0 109 24.67 92.5 3.26 0.0 12.080 0.0089 0.107 Vel = 3.56 109 24.67 9.04 3 0.0 7.680 120 13.099 to 0.0 0.0 0.0 110 24.67 101.54 3.26 0.0 7.680 0.0105 0.081 Vel = 3.90 110 24.67 9.83 3 0.0 6.430 120 13.180 to 0.0 0.0 0.0 111 24.67 111.37 3.26 0.0 6.430 0.0124 0.080 Vel = 4.28 111 24.67 9.50 3 0.0 11.870 120 13.260 to 0.0 0.0 0.0 112 24.67 120.87 3.26 0.0 11.870 0.0145 0.172 Val = 4.65 112 24.67 10.03 3 0.0 4.680 120 13.432 to 0.0 0.0 0.0 101 24.67 130.9 3.26 0.0 4.680 0.0169 0.079 Vel = 5.03 0.0 101 130.90 13.511 K Factor = 35.61 113 24 5.60 17.91 1 E 2.0 0.670 120 10.224 to 0.0 2.000 -0.290 114 24.67 17.91 1.049 0.0 2.670 0.1060 0.283 Vel = 6.65 114 24.67 0.0 1 T 5.0 0.730 120 10.217 to 0.0 5.000 0.0 88 24.67 17.91 1.049 0.0 5.730 0.1061 0.608 Vel = 6.65 0.0 88 17.91 10.825 K Factor = 5.44 115 24 5.60 17.92 1 E 2.0 0.670 120 10.238 to 0.0 2.000 -0.290 116 24.67 17.92 1.049 0.0 2.670 0.1060 0.283 Val = 6.65 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 9 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 116 24.67 0.0 1 T 5.0 0.750 120 10.231 to 0.0 5.000 0.0 105 24.67 17.92 1.049 0.0 5.750 0.1063 0.611 Val = 6.65 0.0 105 17.92 10.842 K Factor = 5.44 117 24 5.60 18.12 1 E 2.0 0.670 120 10.473 to 0.0 2.000 -0.290 118 24.67 18.12 1.049 0.0 2.670 0.1082 0.289 Val = 6.73 118 24.67 0.0 1 T 5.0 0.750 120 10.472 to 0.0 5.000 0.0 119 24.67 18.12 1.049 0.0 5.750 0.1083 0.623 Val = 6.73 0.0 119 18.12 11.095 K Factor = 5.44 121 24 5.60 18.14 1 E 2.0 0.670 120 10.496 to 0.0 2.000 -0.290 122 24.67 18.14 1.049 0.0 2.670 0.1086 0.290 Val = 6.73 122 24.67 0.0 1 T 5.0 0.750 120 10.496 to 0.0 5.000 0.0 123 24.67 18.14 1.049 0.0 5.750 0.1087 0.625 Val = 6.73 0.0 123 18.14 11.121 K Factor = 5.44 124 24 5.60 18.19 1 E 2.0 0.670 120 10.553 to 0.0 2.000 -0.290 125 24.67 18.19 1.049 0.0 2.670 0.1090 0.291 Val = 6.75 125 24.67 0.0 1 T 5.0 0.750 120 10.554 to 0.0 5.000 0.0 120 24.67 18.19 1.049 0.0 5.750 0.1092 0.628 Val = 6.75 0.0 120 18.19 11.182 K Factor = 5.44 126 24 5.60 17.51 1 E 2.0 0.670 120 9.772 to 0.0 2.000 -0.290 127 24.67 17.51 1.049 0.0 2.670 0.1019 0.272 Val = 6.50 127 24.67 0.0 1 2T 10.0 9.050 120 9.754 to E 2.0 12.000 0.0 130 24.67 17.51 1.049 0.0 21.050 0.1017 2.141 Val = 6.50 0.0 130 17.51 11.895 K Factor = 5.08 128 24 5.60 18.78 1 E 2.0 0.670 120 11.241 to 0.0 2.000 -0.290 129 24.67 18.78 1.049 0.0 2.670 0.1157 0.309 Val = 6.97 129 24.67 0.0 1 T 5.0 0.750 120 11.260 to 0.0 5.000 0.0 131 24.670 18.78 1.049 0.0 5.750 0.1157 0.665 Val = 6.97 0.0 131 18.78 11.925 K Factor = 5.44 91A 24.670 -10.20 1.5 T 8.0 54.240 120 12.221 to 2E 8.0 16.000 0.0 130 24.67 -10.2 1.61 0.0 70.240 -0.0046 -0.326 Vel = 1.61 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 10 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 130 24.67 17.51 1.5 E 4.0 8.100 120 11.895 to 0.0 4.000 0.0 131 24.670 7.31 1.61 0.0 12.100 0.0025 0.030 Vel = 1.15 131 24.670 18.78 1.5 T 8.0 32.410 120 11.925 to 0.0 8.000 0.0 108 24.67 26.09 1.61 0.0 40.410 0.0264 1.067 Vel = 4.11 0.0 108 26.09 12.992 K Factor = 7.24 91 24.67 9.04 1.5 3T 24.0 90.140 120 12.631 to 3E 12.0 36.000 0.0 109 24.67 9.04 1.61 0.0 126.140 0.0037 0.468 Vel = 1.42 0.0 109 9.04 13.099 K Factor = 2.50 92 24.67 9.83 1.5 2T 16.0 82.020 120 12.754 to 0.0 16.000 0.0 110 24.67 9.83 1.61 0.0 98.020 0.0043 0.426 Vel = 1.55 0.0 110 9.83 13.180 K Factor = 2.71 93 24.67 9.49 1.5 2T 16.0 83.780 120 12.821 to 2E 8.0 24.000 0.0 111 24.67 9.49 1.61 0.0 107.780 0.0041 0.439 Vel = 1.50 0.0 111 9.49 13.260 K Factor = 2.61 94 24.67 10.04 1.5 3T 24.0 86.670 120 12.879 to 3E 12.0 36.000 0.0 112 24.67 10.04 1.61 0.0 122.670 0.0045 0.553 Vel = 1.58 0.0 112 10.04 13.432 K Factor = 2.74 95 24.67 9.88 1.5 2T 16.0 91.800 120 12.961 to 4E 16.0 32.000 0.0 100 24.67 9.88 1.61 0.0 123.800 0.0044 0.543 Vel = 1.56 0.0 100 9.88 13.504 K Factor = 2.69 96 24.67 10.79 1.5 2T 16.0 84.860 120 12.978 to 0.0 16.000 0.0 99 24.67 10.79 1.61 0.0 100.860 0.0052 0.520 Vel = 1.70 0.0 99 10.79 13.498 K Factor = 2.94 a Computer Programs by Hydratec Inc. Revision: 50.53.5 E v 1;500-5ejE Hydraulic Calculations by HydraC►4LC' Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Drawing 2 Location LEVEL 1 WET SYSTEM Remote Area 2 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building A Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 HYDRAULIC CALCULATIONS for Project name: 19-0445 Enterprise Morans Point Building A Location: LEVEL 1 WET SYSTEM Drawing no: 2 Date: 4-11-2019 Design Remote area number: 2 Remote area location: LEVEL 1 WET SYSTEM Occupancy classification: LIGHT Density. 0.1 - Gpm/SgFt Area of application: - SgFt Coverage per sprinkler. 183 - SgFt Type of sprinklers calculated: QUICK RESPONSE PEND No. of sprinklers calculated: 12 In -rack demand: - GPM Hose streams: 0 - GPM Total water required (including hose streams): 331.29 - GPM @ 44.25 - Psi Type of system: WET AUTOMATIC ' Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOB SITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor: Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number: 713-781-4000 Name of designer. SC Authority havingjurisdiction: CITY OF LA PORTE Notes: (Include peaking information or gridded systems here.) Page 1 Date 4-11-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection Page 2 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 City Water Supply: Demand: C1 -Static Pressure 53 D1 - Elevation 5.630 C2 - Residual Pressure: 26 D2 - System Flow : 231.294 C2 - Residual Flow 1404 D2 - System Pressure 44.253 Hose ( Demand) : 100 D3 - System Demand : 331.294 Safety Margin 6.880 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 40 3 30 20 10 200 400 600 800 1000 1200 _ 1400 1600 1800 L I FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Page 3 Date 4-11-2019 Fitting Legend Abbrev. Name % % 1 1% 1Y: 2 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 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 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 Zic Wilkins 350ADA 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 Schad 40 per NFPA. 0 0 0 0 40 45 50 61 8 10 11 13 27 30 34 40 81 91 101 121 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary NFPA Capital Fire Protection Page 4 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 Node Tag Elevation Node Type 1404.0 51.133 331.29 44.253 NODE ANALYSIS Pressure Discharge at Node at Node Notes 35 9.0 5.6 10.68 18.3 36 9.67 10.68 37 9.67 11.36 38 9.67 12.1 39 9.67 16.04 40 9.67 21.63 41 9.67 21.67 13 9.67 21.87 14 9.67 22.39 15 9.67 23.18 16 9.67 24.15 17 9.67 25.34 18 9.67 26.64 18A 9.67 29.15 C1 9.67 32.61 TOR 9.67 33.38 SPG 1.0 37.91 UG1 -4.0 40.11 BFP 4.0 40.87 CITY 4.0 44.25 100.0 42 9.0 5.6 10.67 18.29 43 9.67 10.67 44 9.67 11.28 72 9.0 5.6 10.77 18.38 73 9.67 10.77 74 9.67 11.38 75 9.67 15.02 76 9.67 15.07 11 9.67 15.32 10 9.67 15.99 9 9.67 16.42 8 9.67 16.74 7 9.67 16.93 77 9.67 16.98 33 9.67 17.04 34 9.67 21.18 45 9.0 5.6 11.36 18.88 46 9.67 11.38 47 9.0 5.6 12.15 19.52 48 9.67 12.19 49 9.67 13.67 53 9.67 13.76 Computer Programs by Hydratec Inc. Revision: 60.53.5 Flow Summary - NFPA Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 NODE ANALYSIS (cont.) Pressure Discharge Page 5 Date 4-11-2019 Node Tag Elevation Node Type at Node at Node Notes 12 9.67 14.47 51 9.0 6.6 12.91 20.12 52 9.67 12.97 54 9.0 5.6 12.88 20.1 55 9.67 12.94 50 9.67 13.7 56 9.0 5.6 13.74 20.76 57 9.67 13.82 58 9.67 14.68 59 9.0 5.6 11.72 19.17 60 9.67 11.75 61 9.67 12.49 78 9.67 13.56 79 9.67 14.64 66 9.0 5.6 11.55 19.03 67 9.67 11.57 62 9.67 12.27 63 9.67 12.29 64 9.67 13.13 65 9.67 15.13 68 9.0 5.6 11.57 19.05 69 9.67 11.6 70 9.0 5.6 12.38 19.71 71 9.67 12.43 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Caloulations : Hazen -Williams Capital Fire Protection Page 6 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 35 9 5.60 18.30 1 E 2.0 0.670 120 10.679 to 0.0 2.000 -0.290 36 9.67 18.3 1.049 0.0 2.670 0.1105 0.295 Val = 6.79 36 9.67 0.0 1 T 5.0 1.090 120 10.684 to 0.0 5.000 0.0 37 9.67 18.3 1.049 0.0 6.090 0.1103 0.672 Val = 6.79 37 9.67 8.70 1.25 0.0 12.410 120 11.356 to 0.0 0.0 0.0 38 9.67 27.0 1.38 0.0 12.410 0.0596 0.740 Val = 5.79 38 9.67 18.88 1.25 0.0 24.820 120 12.096 to 0.0 0.0 0.0 39 9.67 45.88 1.38 0.0 24.820 0.1590 3.947 Val = 9.84 39 9.67 0.0 1.25 2T 12.0 20.150 120 16.043 to E 3.0 15.000 0.0 40 9.67 45.88 1.38 0.0 35.150 0.1590 5.589 Val = 9.84 40 9.67 0.0 2.5 0.0 5.560 120 21.632 to 0.0 0.0 0.0 41 9.67 45.88 2.635 0.0 5.560 0.0068 0.038 Val = 2.70 41 9.67 43.33 2.5 0.0 8.760 120 21.670 to 0.0 0.0 0.0 13 9.67 89.21 2.635 0.0 8.760 0.0233 0.204 Vel = 5.25 13 9.67 32.20 2.5 0.0 12.410 120 21.874 to 0.0 0.0 0.0 14 9.67 121.41 2.635 0.0 12.410 0.0413 0.512 Vel = 7.14 14 9.67 22.44 2.5 0.0 14.000 120 22.386 to 0.0 0.0 0.0 15 9.67 143.85 2.635 0.0 14.000 0.0564 0.790 Vel = 8.46 15 9.67 21.67 2.5 0.0 13.340 120 23.176 to 0.0 0.0 0.0 16 9.67 165.52 2.635 0.0 13.340 0.0732 0.976 Vel = 9.74 16 9.67 24.20 2.5 0.0 12.660 120 24.152 to 0.0 0.0 0.0 17 9.67 189.72 2.635 0.0 12.660 0.0942 1.192 Vel = 11.16 17 9.67 19.11 2.5 0.0 11.500 120 25.344 to 0.0 0.0 0.0 18 9.670 208.83 2.635 0.0 11.500 0.1125 1.294 Vel = 12.29 18 9.670 22.46 2.5 L 5.491 13.000 120 26.638 to 0.0 5.491 0.0 18A 9.67 231.29 2.635 0.0 18.491 0.1358 2.512 Vel = 13.61 18A 9.67 0.0 3 L 6.72 65.166 120 29.150 to 0.0 6.720 0.0 C1 9.67 231.29 3.26 0.0 71.886 0.0482 3.465 Vel = 8.89 C1 9.67 0.0 3 0.0 15.860 120 32.615 to 0.0 0.0 0.0 TOR 9.670 231.29 3.26 0.0 15.860 0.0482 0.764 Val = 8.89 TOR 9.670 0.0 4 B 15.8 14.220 120 33.379 to S 28.968 44.768 3.755 SPG 1 231.29 4.26 0.0 58.988 0.0131 0.773 Val = 5.21 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 7 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf SPG 1 0.0 6 L 14.183 11.000 140 37.907 to 0.0 14.183 2.166 UG1 -4 231.29 6.28 0.0 25.183 0.0015 0.037 Vel = 2.40 UG1 -4 0.0 6 3L 41.624 460.000 150 40.110 to 0.0 41.625 0.0 BFP -4 231.29 6.09 0.0 601.625 0.0015 0.762 Val = 2.55 BFP -4 0.0 6 L 13.875 4.000 150 40.872 to G 4.625 64.749 3.276 * * Fixed Loss = 3.276 CITY -4 231.29 6.09 T 46.249 68.749 0.0015 0.105 Vel = 2.55 Zic 0.0 100.00 Qa = 100.00 CITY 331.29 44.253 K Factor = 49.80 42 9 5.60 18.29 1 E 2.0 0.670 120 10.668 to 0.0 2.000 -0.290 43 9.67 18.29 1.049 0.0 2.670 0.1105 0.295 Val = 6.79 43 9.67 0.0 1 T 5.0 0.500 120 10.673 to 0.0 5.000 0.0 44 9.67 18.29 1.049 0.0 5.500 0.1102 0.606 Val = 6.79 44 9.67 -9.59 1.25 0.0 10.420 120 11.279 to 0.0 0.0 0.0 37 9.67 8.7 1.38 0.0 10.420 0.0074 0.077 Val = 1.87 0.0 37 8.70 11.356 K Factor = 2.58 72 9 5.60 18.38 1 E 2.0 0.670 120 10.767 to 0.0 2.000 -0.290 73 9.67 18.38 1.049 0.0 2.670 0.1112 0.297 Val = 6.82 73 9.67 0.0 1 T 5.0 0.490 120 10.774 to 0.0 5.000 0.0 74 9.67 18.38 1.049 0.0 5.490 0.1113 0.611 Vel = 6.82 74 9.67 9.58 1.25 2E 6.0 45.090 120 11.385 to T 6.0 12.000 0.0 75 9.67 27.96 1.38 0.0 57.090 0.0636 3.632 Val = 6.00 75 9.67 0.0 2.5 T 16.474 3.440 120 15.017 to 0.0 16.474 0.0 76 9.67 27.96 2.635 0.0 19.914 0.0028 0.055 Vel = 1.64 76 9.67 33.63 2.5 T 16.474 5.010 120 15.072 to 0.0 16.474 0.0 11 9.67 61.59 2.635 0.0 21.484 0.0117 0.252 Vel = 3.62 11 9.67 26.19 2.5 2E 16.474 12.920 120 15.324 to 0.0 16.474 0.0 10 9.67 87.78 2.635 0.0 29.394 0.0226 0.665 Val = 5.16 10 9.67 22.10 2.5 0.0 12.580 120 15.989 to 0.0 0.0 0.0 9 9.67 109.88 2.635 0.0 12.580 0.0343 0.432 Vel = 6.46 9 9.67 -22.44 2.5 0.0 14.420 120 16.421 to 0.0 0.0 0.0 8 9.67 87.44 2.635 0.0 14.420 '0.0225 0.324 Val = 5.14 8 9.67 -21.67 2.5 0.0 14.220 120 16.745 to 0.0 0.0 0.0 7 9.67 65.77 2.635 0.0 14.220 0.0133 0.189 Val = 3.87 Computer Programs by Hydratec Inc. Revision: 50.53:5 Final Calculations: Hazen -Williams Capital Fire Protection Page 8 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 7 9.67 -24.20 2.5 0.0 7.930 120 16.934 to 0.0 0.0 0.0 77 9.67 41.57 2.635 0.0 7.930 0.0055 0.044 Val = 2.45 77 9.67 0.0 2.5 0.0 11.240 120 16.978 to 0.0 0.0 0.0 33 9.67 41.57 2.635 0.0 11.240 0.0057 0.064 Val = 2.45 33 9.67 0.0 1.25 2T 12.0 19.220 120 17.042 to 0.0 12.000 0.0 34 9.67 41.57 1.38 0.0 31.220 0.1325 4.137 Val = 8.92 34 9.67 -22.47 1.25 5E 15.0 111.480 120 21.179 to T 6.0 21.000 0.0 17 9.67 19.1 1.38 0.0 132.480 0.0314 4.165 Vel = 4.10 0.0 17 19.10 25.344 K Factor = 3.79 34 9.67 22.47 1.25 E 3.0 107.640 120 21.179 to 3T 18.0 21.000 0.0 18 9.670 22.47 1.38 0.0 128.640 0.0424 5.459 Val = 4.82 0.0 18 22.47 26.638 K Factor = 4.35 45 9 5.60 18.88 1 E 2.0 0.670' 120 11.362 to 0.0 2.000 -0.290 46 9.67 18.88 1.049 0.0 2.670 0.1169 0.312 Vel = 7.01 46 9.67 0.0 1 T 5.0 11.090 120 11.364 to 0.0 5.000 0.0 38 9.67 18.88 1.049 0.0 6.090 0.1169 0.712 Vel = 7.01 0.0 38 18.88 12.096 K Factor = 5.43 44 9.67 9.59 1.25 0.0 12.000 120 11.279 to 0.0 0.0 0.0 74 9.67 9.59 1.38 0.0 12.000 0.0088 0.106 Val = 2.06 0.0 74 9.59 11.385 K Factor = 2.84 47 9 5.60 19.52 1 E 2.0 0.670 120 12.152 to 0.0 2.000 -0.290 48 9.67 19.52 1.049 0.0 2.670 0.1243 0.332 Val = 7.26 48 9.67 0.0 1 E 2.0 4.840 120 12.194 to T 5.0 7.000 0.0 49 9.67 19.52 1.049 0.0 11.840 0.1244 1.473 Val = 7.25 49 9.67 -6.09 1.25 0.0 5.530 120 13.667 to 0.0 0.0 0.0 53 9.67 13.43 1.38 0.0 5.530 0.0163 0.090 Val = 2.88 53 9.67 20.12 1.25 T 6.0 2.030 120 13.757 to 0.0 6.000 0.0, 12 9.67 33.56 1.38 0.0 8.030 0.0892 0.716 Vel = 7.20 12 9.67 -11.45 1.25 T 6.0 30.820 120 14.473 to 0.0 6.000 0.0 10 9.67 22.1 1.38 0.0 36.820 0.0412 1.516 Val = 4.74 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 9 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 10 0.0 22.10 15.989 K Factor = 5.53 51 9 5.60 20.12 1 E 2.0 0.670 120 12.907 to 0.0 2.000 -0.290 52 9.67 20.12 1.049 0.0 2.670 0.1315 0.351 Vel = 7.47 52 9.67 0.0 1 T 5.0 1.000 120 12.968 to 0.0 5.000 0.0 53 9.67 20.12 1.049 0.0 6.000 0.1315 0.789 Vel = 7.47 0.0 53 20.12 13.757 K Factor = 5.42 54 9 5.60 20.10 1 E 2.0 0.670 120 12.882 to 0.0 2.000 -0.290 55 9.67 20.1 1.049 0.0 2.670 0.1311 0.350 Val = 7.46 55 9.67 0.0 1 T 5.0 0.810 120 12.942 to 0.0 5.000 0.0 50 9.67 20.1 1.049 0.0 5.810 0.1313 0.763 Vel = 7.46 50 9.67 6.09 1.25 T 6.0 22.730 120 13.705 to 0.0 6.000 0.0 11 9.67 26.19 1.38 0.0 28.730 0.0564 1.619 Vel = 5.62 0.0 11 26.19 15,324 KFactor= 6.69 49 9.67 6.09 1.25 E 3.0 7.100 120 13.667 to 0.0 3.000 0.0 50 9.67 6.09 1.38 0.0 10.100 0.0038 0.038 Vel = 1.31 0.0 50 6.09 13.705 K Factor = 1.65 56 9 5.60 20.76 1 E 2.0 0.670 120 13.738 to 0.0 2.000 -0.290 57 9.67 20.76 1.049 0.0 2.670 0.1393 0.372 Val = 7.71 57 9.67 0.0 1 T 5.0 1.150 120 13.820 to 0.0 5.000 0.0 58 9.67 20.76 1.049 0.0 6.150 0.1395 0.858 Vel = 7.71 58 9.67 11.44 1.25 T 6.0 81.110 120 14.678 to 0.0 6.000 0.0 13 9.67 32.2 1.38 0.0 87.110 0.0826 7.196 Vel = 6.91 0.0 13 32.20 21.874 K Factor = 6.88 58 9.67 -11.45 1.25 2E 6.0 10.790 120 14.678 to 0.0 6.000 0.0 12 9.67 -11.45 1.38 0.0 16.790-0.0122 -0.205 Vel = 2.46 0.0 12 -11.45 14.473 K Factor = -3.01 59 9 5.60 19.17 1 E 2.0 0.670 120 11.716 to 0.0 2.000 -0.290 60 9.67 19.17 1.049 0.0 2.670 0.1202 0.321 Vel = 7.12 60 9.67 0.0 1; T 5.0 1.180 120 11.747 to 0.0 5.000 0.0 61 9.67 19.17 1.049 0.0 6.180 0.1204 0.744 Vel = 7.12 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Page 10 Date 4-11-2019 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf ******* Notes ****** 61 9.67 14.46 1.25 0.0 12.000 120 12.491 to 0.0 0.0 0.0 78 9.67 33.63 1.38 0.0 12.000 ' 0.0895 1.074 Val = 7.21 78 9.67 0.0 1.25 0.0 12.000 120 13.565 to 0.0 0.0 0.0 79 9.67 33.63 1.38 0.0 12.000 0.0895 1.074 Val = 7.21 79 9.67 0.0 1.25 0.0 4.840 120 14.639 to 0.0 0.0 0.0 76 9.67 33.63 1.38 0.0 4.840 0.0895 0.433 Val = 7.21 0.0 76 33.63 15.072 K Factor = 8.66 66 9 5.60 19.03 1 E 2.0 0.670 120 11.548 to 0.0 2.000 -0.290 67 9.67 19.03 1.049 0.0 2.670 0.1187 0.317 Vel = 7.06 67 9.67 0.0 1 T 5.0 0.820 120 11.575 to 0.0 5.000 0.0 62 9.67 19.03 1.049 0.0 5.820 0.1187 0.691 Val = 7.06 62 9.67 -14.46 1.25 0.0 12.000 120 12.266 to 0.0 0.0 0.0 63 9.67 4.57 1.38 0.0 12.000 0.0022 0.026 Vel = 0.98 63 9.67 19.05 1.25 2E 6.0 11.960 120 12.292 to 0.0 6.000 0.0 64 9.67 23.62 1.38 0.0 17.960 0.0466 0.837 Val = 5.07 64 9.67 19.71 1.25 0.0 14.000 120 13.129 to 0.0 0.0 0.0 65 9.67 43.33 1.38 0.0 14.000 0.1431 2.003 Vel = 9.29 65 9.67 0.0 1.25 T 6.0 39.700 120 15.132 to 0.0 6.000 0.0 41 9.67 43.33 1.38 0.0 45.700 0.1431 6.538 Vel = 9.29 0.0 41 43.33 21.670 K Factor = 9.31 68 9 6.60 19.05 1 E 2.0 0.670 120 11.573 to 0.0 2.000 -0.290 69 9.67 19.05 1.049 0.0 2.670 0.1187 0.317 Val = 7.07 69 9.67 0.0 1 T 5.0 0.820 120 11.600 to 0.0 5.000 0.0 63 9.67 19.05 1.049 0.0 5.820 0.1189 0.692 Val = 7.07 0.0 63 19.05 12.292 K Factor = 5.43 70 9 5.60 19.71 1 E 2.0 0.670 120 12.384 to 0.0 2.000 -0.290 71 9.67 19.71 1.049 0.0 2.670 0.1266 0.338 Val = 7.32 71 9.67 0.0 1 T 5.0 0.500 120 12.432 to 0.0 5.000 0.0 64 9.67 19.71 1.049 0.0 5.500 0.1267 0.697 Val = 7.32 0.0 64 19.71 13.129 K Factor = 5.44 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Page 11 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 61 9.67 -14.46 1.25 0.0 12.000 120 12.491 to 0.0 0.0 0.0 62 9.67 -14.46 1.38 0.0 12.000 -0.0188 -0.225 Vel = 3.10 0.0 62 -14.46 12.266 K Factor = -4.13 9 9.67 22.44 1.25 2T 12.0 122.880 120 16.421 to 2E 6.0 18.000 0.0 14 9.67 22.44 1.38 0.0 140.880 0.0423 5.965 Vel = 4.81 0.0 14 22.44 22.386 K Factor = 4.74 8 9.67 21.67 1.25 3T 18.0 128.970 120 16.745 to 5E 15.0 33.000 0.0 15 9.67 21.67 1.38 0.0 161.970 0.0397 6.431 Val = 4.65 0.0 15 21.67 23.176 K Factor = 4.50 7 9.67 24.20 1.25 4T 24.0 124.200 120 16.934 to 0.0 24.000 0.0 16 9.67 24.2 1.38 0.0 148.200 0.0487 7.218 Vel = 5.19 0.0 16 24.20 24.152 K Factor = 4.92 Computer Programs by Hydratec Inc. Revision: 50.53.5 Hydraulic Calculations by HydraCALC Job Name Drawing Location Remote Area Contract Data File Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 19-0445 Enterprise Morans Point Building A RA1 2 Building A Level 1 PreAction System 1 19-0445 19-0445 Enterprise Morans Point Building A Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection Page 1 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 HYDRAULIC CALCULATIONS for Project name: 19-0445 Enterprise Morans Point Building A Location: Building A Level 1 PreAction System Drawing no: 2 Date: 4-11-2019 Design Remote area number: 1 Remote area location: Pre -Action area Level 1 Occupancy classification: Light Density: 0.1 - Gpm/SgFt Area of application: ' Entire Room - SgFt Coverage per sprinkler. 196 - SgFt Type of sprinklers calculated. Q.R Concealed No. of sprinklers calculated. 9 In -rack demand: - GPM Hose streams: 100 - GPM Total water required (including hose streams): 302.135 - GPM @ 42.997 - Psi Type of system: Double Interlock Pre -Action System Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor. Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number: 713-781-4000 Name of designer. Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection Page 2 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 City Water Supply: Demand: C1 - Static Pressure 53 D1 -Elevation 5.630 C2 - Residual Pressure: 26 D2 - System Flow : 202.135 C2 - Residual Flow 1404 D2 - System Pressure 42.997 Hose ( Demand) : 100 D3 - System Demand : 302.135 Safety Margin 8.429 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 7C1 E 50 D 40 3 30 20 10 1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection Page 3 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 Fitting Legend Abbrev. Name '/, % 1 1Y. 1'/. 2 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 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 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 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 Schad 40 per NFPA. 0 0 0 0 0 35 40 45 50 61 7 8 10 11 13 24 27 30 34 40 71 81 91 101 121- Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary.- NFPA Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA1 Page 4 Date 4-9-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.D 26 1404.0 51.426 302.14 42.997 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 9.0 5.6 12.25 19.6 28 10.0 25.41 2 10.0 12.24 3 10.0 13.8 4 10.0 14.7 5 10.0 19.8 6 10.0 25.56 PAV 3.0 36.88 C1 9.67 35.76 TOR 9.67 36.35 SPG 1.0 40.71 UG1 -4.0 42.9 BFP -4.0 42.92 CITY -4.0 43.0 100.0 20 9.0 5.6 12.01 19.41 21 10.0 12.0 22 9.0 5.6 13.78 20.79 23 10.0 13.83 24 9.0 5.6 18.46 24.06 25 10.0 18.65 26 9.0 5.6 22.81 26.75 27 10.0 23.14 29 9.0 5.6 17.18 23.21 31 9.0 5.6 22.86 26.77 32 10.0 23.18 80 9.0 5.6 13.2 20.35 83 9.0 5.6 14.33 21.2 84 10.0 14.33 81 10.0 13.86 82 10.0 15.48 30 10.0 17.33 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 5 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Flings Pe ****** Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 9 5.60 19.60 1 E 1.427 1.000 100 12.250 to 0.0 1.427 -0.433 2 10 19.6 1.049 0.0 2.427 0.1755 0.426 Vel = 7.28 0.0 2 19.60 12.243 K Factor = 5.60 28 10 91.53 3 0.0 12.580 100 25.410 to 0.0 0.0 0.0 6 10 91.53 3.26 0.0 12.580 0.0122 0.153 Vel = 3.52 0.0 6 91.53 25.563 K Factor = 18.10 2 10 19.60 1 E 1.427 7.420 100 12.243 to 0.0 1.427 0.0 3 10 19.6 1.049 0.0 8.847 0.1757 1.554 Vel = 7.28 3 10 19.41 1.25 0.0 5.500 100 13.797 to 0.0 0.0 0.0 4 10 39.01 1.38 0.0 5.500 0.1651 0.908 Vel = 8.37 4 10 20.79 1.25 0.0 14.000 100 14.705 to 0.0 0.0 0.0 5 10 59.8 1.38 0.0 14.000 0.3638 5.093 Vel = 12.83 5 10 24.06 1.5 T 5.71 12.250 100 19.798 to 0.0 5.710 0.0 6 10 83.86 1.61 0.0 17.960 0.3210 5.765 Vel = 13.22 6 10 118.28 3 7L 33.571 102.377 100 25.563 to B 9.592 55.153 3.032 PAV 3 202.14 3.26 Eql 11.99 157.530 0.0526 8.290 Vel = 7.77 PAV 3 0.0 3 2L 13.44 13.240 120 36.885 to T 20.159 33.599 -2.889 C1 9.67 202.14 3.26 0.0 46.839 0.0376 1.759 Vel = 7.77 C1 9.67 0.0 3 0.0 15.860 120 35.755 to 0.0 0.0 0.0 TOR 9.670 202.14 3.26 0.0 15.860 0.0376 0.596 Val = 7.77 TOR 9.670 0.0 4 B 15.8 14.220 120 36.351 to S 28.968 44.768 3.755 SPG 1 202.14 4.26 0.0 58.988 0.0102 0.602 Vel = 4.55 SPG 1 0.0 6 L 14.183 11.000 140 40.708 to 0.0 14.183 2.166 UG1 -4 202.14 6.28 0.0 25.183 0.0011 0.028 Vel = 2.09 UG1 -4 0.0 6 0.0 0.0 150 42.902 to 0.0 11.000 0.0 BFP -4 202.14 6.09 0.0 11.000 0.0013 0.014 Vel = 2.23 BFP -4 0.0 6 L 13.875 4.000 150 42.916 to G 4.625 64.749 0.0 CITY -4 202.14 6.09 T 46.249 68.749 0.0012 0.081 Vel = 2.23 100.00 Qa = 100.00 CITY 302.14 42.997 K Factor= 46.08 20 9 5.60 19.41 1 E 1.427 1.000 100 12.015 to 0.0 1.427 -0.433 21 10 19.41 1.049 0.0 2.427 0.1722 0.418 Val = 7.21 Computer Programs by Hydratec Inc. Revision: 60.53.5 Final Cal> ulations : Hazen -Williams Capital Fire Protection Page 6 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 21 10 0.0 1 E 1.427 5.420 100 12.000 to T 3.568 4.995 0.0 3 10 19.41 1.049 0.0 10.415 0.1725 1.797 Vel = 7.21 0.0 3 19.41 13.797 K Factor = 5.23 22 9 5.60 20.79 1 E 1.427 1.000 100 13.783 to 0.0 1.427 -0.433 23 10 20.79 1.049 0.0 2.427 0.1961 0.476 Vel = 7.72 23 10 0.0 1 T 3.568 0.920 100 13.826 to 0.0 3.568 0.0 4 10 20.79 1.049 0.0 4.488 0.1959 0.879 Vel = 7.72 0.0 4 20.79 14.705 K Factor = 5.42 24 9 5.60 24.06 1 E 1.427 1.000 100 18.456 to 0.0 1.427 -0.433 25 10 24.06 1.049 0.0 2.427 0.2567 0.623 Vel = 8.93 25 10 0.0 1 T 3.568 0.920 100 18.646 to 0.0 3.568 0.0 5 10 24.06 1.049 0.0 4.488 0.2567 1.152 Vel = 8.93 0.0 5 24.06 19.798 K Factor = 5.41 26 9 5.60 26.75 1 E 1.427 1.000 100 22.811 to 0.0 1.427 -0.433 27 10 26.75 1.049 0.0 2.427 0.3119 0.757 Vel = 9.93 27 10 0.0 1 E 1.427 2.780 100 23.135 to T 3.568 4.995 0.0 6 10 26.75 1.049 0.0 7.775 0.3123 2.428 Vel = 9.93 0.0 6 26.75 25.563 K Factor = 5.29 29 9 5.60 23.21 1 E 1.427 1.000 100 17.179 to 0.0 1.427 -0.433 30 10 23.21 1.049 0.0 2.427 0.2398 0.582 Vel = 8.62 0.0 30 23.21 17.328 K Factor = 5.58 31 9 5.60 26.77 1 E 1.427 1.000 100 22.858 to 0.0 1.427 -0.433 32 10 26.77 1.049 0.0 2.427 0.3127 0.759 Val = 9.94 32 10 0.0 1 E 1.427 2.120 100 23.184 to T 3.568 4.995 0.0 28 10 26.77 1.049 0.0 7.115 0.3129 2.226 Val = 9.94 0.0 28 26.77 25.410 K Factor = 5.31 80 9 5.60 20.35 1 3E 6.0 2.120 120 13.205 to 0.0 6.000 -0.433 81 10 20.35 1.049 0.0 8.120 0.1344 1.091 Vel = 7.55 0.0 81 20.35 13.863 K Factor = 5.47 Computer Programs by Hydratec Inc. Revision: 60.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA1 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Page 7 Date 4-9-2019 ******* Notes ****** 83 9 5.60 21.20 1 E 2.0 1.000 120 14.326 to 0.0 2.000 -0.433 84 10 21.2 1.049 0.0 3.000 0.1450 0.435 Vel = 7.87 84 10 0.0 1 E 2.0 0.920 120 14.328 to T 5.0 7.000 0.0 82 10 21.2 1.049 0.0 7.920 0.1448 1.147 Vel = 7.87 0.0 82 21.20 15.475 K Factor = 5.39 81 10 20.35 1 0.0 12.000 120 13.863 to 0.0 0.0 0.0 82 10 20.35 1.049 0.0 12.000 0.1343 1.612 Vel = 7.55 82 10 21.20 1.25 0.0 14.000 120 15.475 to 0.0 0.0 0.0 30 10 41.55 1.38 0.0 14.000 0.1324 1.853 Vel = 8.91 30 10 23.21 1.25 E 2.141 12.750 100 17.328 to T 4.282 6.423 0.0 28 10 64.76 1.38 0.0 19.173 0.4215 8.082 Val = 13.89 0.0 28 64.76 25.410 K Factor= 12.85 Computer Programs by Hydratec Inc. Revision: 50.53.5 \ \ { { { ! � I � � / . ij a 4 Bulletin 034 Rev. F June 2016 Reliable Model G5 Series Sprinklers Standard Coverage, Concealed Pendent Available with Solid, Perforated, or Gasket Cover Plate K2.8, 4.2, 5.6, & 8.0 (40, 60, 80, & 115 metric) Product Features • Flat concealed cover plate available solid or perforat- ed in a variety of finishes. • NEW: Stainless Steel Clad cover plate (see Table H). • 3/4-inch (19 mm) cover plate adjustment. • Cover plate available with optional gasket. Product Description Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in ac- cordance with NFPA 13. The sprinklers are offered with a standard Model G4 cover plate (solid or perforated), a Model G4 cover plate with a Quick -response (QR) gasket, or a Model G4 cover plate with a Standard -response (SR) gasket. Model G5 sprinklers must only be used with the Model G4 cover plate listed or approved with the sprinkler. All Model G5 series sprinklers use a fusible -link operating element. Table A provides a summary of available Model G5 series sprinklers, along with Listing and Approval in- formation for each sprinkler and cover plate combination. Model G5 Series Sprinkler Summary Model G5 Series Sprinkler Cover Plates Model G4 Cover Plate (Solid) Illiiil Model G4 OR Gasket Cover Plate Model G4 SR Gasket Cover Plate Sprinkler Model K-Factor gpm/psi"' (L/min/bar'12) Cover Plate Model Listings and Approvals Sensitivity Max. Working Pressure psi (bar) Sprinkler Identification Number (SIN) G5-28 2.8 (40) G4 cULus OR 175 (12) RA3411 FM SR G4 OR Gasket cULus OR G4 SR Gasket cULus, FM SR G5-42 (6'0) G4 cULus OR 175 (12) RA3413 G4 OR Gasket G4 SR Gasket cULus SR G5-56 5.6 (80) G4 cULus OR 250 (17) RA3415 FM, LPCB, VdS, CE SR 175 (12) G4 OR Gasket cULus OR 250 (17) G4 SR Gasket cULus SR 250 (17) FM SR 175 (12) G5-56 300 (8'0) G4 cULus OR 300 (21) RA4014 G4 OR Gasket G4 SR Gasket cULus SR G5-80 8.0 ($15) G4 cULus OR 175 (12) RA3412 G4 OR Gasket G4 SR Gasket cULus SR www.reliablesprinkler.com Technical Specifications Sprinkler Temperature Ratings Style: Flat Concealed Pendent 165°F (74°C) Threads: 1/2" NPT or ISO 7-1 R1/2 212°F (100°C) Nominal K-Factor: 2.8 (40 metric) Sensitivity Max. Working Pressure: 175 psi (12 bar) (See Table B) Material Specifications Cover Plates Fusible Link: Beryllium Nickel Model G4 (Solid or Perforated) Sprinkler Body: Brass Alloy Model G4 OR Gasket (cULus only) Levers: Bronze Alloy Model G4 SR Gasket Yoke: Brass Alloy Sealing washer: Nickel with PTFE Cover Plate Finishes Load Screw: Bronze Alloy (See Table G) Towers: Copper Alloy Sprinkler Wrench Pins: Stainless Steel Model FC Deflector: Bronze Alloy Cup: Steel Listings and Approvals cULus Listed (Light Hazard only) FM Approved Model G5-28 Sprinkler Components and Dimensions Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Model G5-28 Sprinkler Sensitivity Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4 Cover Plate 2-5/16" (58 mm) Dia. 3-5/16" (84 mm) Dia. 3/16" (5 mm) Ceiling Cover Plate Model Listing or Approval Agency cULus FM G4 OR SR G4 QR Gasket OR G4 SR Gasket SR SR QR: Quick -response SR: Standard -response Bulletin 034 Rev. F ��';��'� Page 2 of 8 June 2016 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 R1/2 Nominal K-Factor: 4.2 (60 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F(74°C) 212°F (100°C) Sensitivity (See Table C) Cover Plates Model G4 (Solid or Perforated) Model G4 OR Gasket Model G4 SR Gasket Cover Plate Finishes (See Table G) Sprinkler Wrench Model FC Listings and Approvals cULus Listed (Light Hazard only) Model G5-42 Sprinkler Components and Dimensions Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Model G5-42 Sensitivity Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4 Cover Plate 2-5/16" (58 mm) Dia. 3-5/16" (84 mm) Dia. 3/16" (5 mm) Ceiling Cover Plate Model Listing or Approval Agency cULus G4 QR G4 QR Gasket QR G4 SR Gasket SR CAR: (wick -response SR: Standard -response Bulletin 034 Rev. F ��';��'� Page 3 of 8 June 2016 www.reliablesprinkler.com Technical Specifications Sprinkler Temperature Ratings Style: Flat Concealed Pendent 165°F (74°C) Threads: 1/2" NPT or ISO 7-1 R1/2 212°F (100°C) (cULus, FM, LPCB, CE only) Nominal K-Factor: 5.6 (80 metric) Sensitivity Max. Working Pressure: (See Table D) ILk 175 psi (12 bar) 250 psi (17 bar) (cULus only) Cover Plates Model G4 (Solid or Perforated) Material Specifications Model G4 OR Gasket (cULus only) Fusible Link: Beryllium Nickel Model G4 SR Gasket (cULus and FM only) Sprinkler Body: Brass Alloy Levers: Bronze Alloy Cover Plate Finishes Yoke: Brass Alloy (See Table D) Sealing washer: Nickel with PTFE Sprinkler Wrench Load Screw: Bronze Alloy Model FC Towers: Copper Alloy Pins: Stainless Steel Listings and Approvals Deflector: Bronze Alloy cULus Listed (Light & Ordinary Hazard only) Cup: Steel FM Approved LPCB Approved VdS Approved [165°F (74°C) only] CE Listed Model G5-56 Sprinkler Components and Dimensions Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Model G5-56 Sensitivity Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4 Cover Plate 2-5/16" (58 mm) Dia. 3-5/16" (84 mm) Dia. 3/16" (5 mm) Ceiling Cover Plate Model Listing or Approval Agency cULus FM LPCB, VdS, CE G4 OR SR SR G4 OR Gasket OR G4 SR Gasket SR SR QR: Quick -response SR: Standard -response Bulletin 034 Rev. F ��';��'� Page 4 of 8 June 2016 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 R1/2 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 300 psi (21 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F(74°C) 212°F (100°C) Sensitivity (See Table E) Cover Plates Model G4 (Solid or Perforated) Model G4 OR Gasket Model G4 SR Gasket Cover Plate Finishes (See Table G) Sprinkler Wrench Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Model G5-56 300 Sensitivity Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4 Cover Plate 2-5/16" (58 mm) Dia. 3-5/16" (84 mm) Dia. 3/16" (5 mm) Ceiling Cover Plate Model Listing or Approval Agency cULus G4 OR G4 OR Gasket OR G4 SR Gasket SR OR: Quick -response SR: Standard -response Bulletin 034 Rev. F ��';��'� Page 5 of 8 June 2016 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 3/4" NPT or ISO 7-1 R3/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F(74°C) 212°F (100°C) Sensitivity (See Table F) Cover Plates Model G4 (Solid or Perforated) Model G4 OR Gasket Model G4 SR Gasket Cover Plate Finishes (See Table G) Sprinkler Wrench Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16" (58 Dia.a. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Model G5-80 Sensitivity Ceiling 3/4" (19 mm) Max. Cover Plate Adjustment Model G4 Cover Plate 3-5/16" (84 mm) Dia. 3/16" (5 mm) Ceiling Cover Plate Model Listing or Approval Agency cULus G4 QR G4 OR Gasket QR G4 SR Gasket SR QR: Quick -response SR: Standard -response Bulletin 034 Rev. F ��';��'� Page 6 of 8 June 2016 www.reliablesprinkler.com Installation Dimensions and Cover Plate Information Min. to Max. Min. to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Hole Diameter Adjustment to Deflector Temperature Model Inch in Ceiling Inch Ceiling(l) Distance Rating (mm) Inch (mm) Inch below Ceiling °F (mm) (mm) Inch (°C) (mm) G4 (2) 3-5/16 (84) 1350F(4) (57oC) G4 OR Gasket(3) 3-11/16 (94) 2-5/8 (67) 3/4 (19) 1-1/2 to 2-1/4 (38 to 57) 1/4 to 1 (6 to 25) or G4 SR Gasket (3) 4 1651F(5) (101 mm) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2" x 1/2" brass nipple extension (Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G4 cover plates are available either solid or perforated. 3. Model G4 OR Gasket and Model G4 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. Model G4 OR Gasket and Model G4 SR Gasket cover plates and gaskets are not interchangeable. 4. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (38°C). 5. For use with 212°F (100°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (66°C). Cover Plate Finishes(') Standard Finishes Special Application Finishes White Paint Off White Paint Chrome Black Paint Custom Color Paint - Specify(2) Raw Brass (Lacquered) Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clad(3) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. Gaskets for Model G4 OR Gasket and Model G4 SR Gasket cover plates are only available in white. 2. Custom color paint is semi -gloss unless specified otherwise. 3. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Alloy on the back side. Cover plates are not listed or approved as corrosion resistant. Stainless steel clad cover plates are not available perforated. Application Model G5 series sprinklers are standard coverage, flat plate concealed pendent sprinklers. The sprinklers are intended for use in accordance with NFPA 13, as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are available as either Quick - response (QR) or Standard -response (SR) depending on the approval agency and cover plate selected. Model G5 series sprinklers use Model G4 flat cover plates. Model G4 QR Gasket and G4 SR Gasket cover plates are available to limit air and dust movement through the ceil- ing. Listing & Approval Agencies Individual Model G5 series sprinkler may be listed or ap- proved by the following agencies: Underwriters Laboratories, Inc. and UL Canada (cULus) Listing Category: Sprinklers, Automatic and Open Guide Number: VNIV FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS Schadenverhutung GmbH (VdS) EC -Certificate of Conformity 0832-CPD-2062 (CE) See Table A and the individual sprinkler data sheets in this Bulletin for listings and approvals applicable to each sprinkler. Bulletin 034 Rev. F June 2016 Page 7 of 8 www.reliablesprinkler.com Installation Model G5 series sprinklers are intended to be installed in accordance with NFPA 13 and the requirements of other applicable authorities having jurisdiction. Model G5 series sprinklers must not be installed in ceilings with positive pressure in the space above. Model G5 series sprinklers are shipped with a protective cap that should remain on the sprinkler until installed. The protective cap should be replaced following installation of the sprinkler and permanently removed only when the cover plate is installed and the sprinkler system is placed in service following construction. Model G5 series sprinkler are installed with the Model FC wrench. The use of any other wrench to installed Model G5 series sprinklers is not permitted and may damage the sprinkler. Temporarily remove the protective cap during installation of the sprinkler. Insert the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model FC wrench is designed to be turned with a standard 1/2" square drive. Tighten the sprinkler into the fitting after applying a PTFE based thread sealant to the sprinkler's threads. Recommended installation torque is specified in Table I. Installation Torque Recommended Installation Torque Sprinkler Threads (min. — max.) ft-lb N-m 1/2" NPT or IS07-1 R1/2 8-18 11-24 3/4" NPT or IS07-1 R3/4 14-20 19-27 Do not exceed the maximum recommended torque. Ex- ceeding the maximum recommended torque may cause leakage or impairment of the sprinkler. Use care when in- serting or removing the wrench from the sprinkler to avoid damage to the sprinkler. OW Model FC Sprinkler Wrench Install the cover plate by hand, turning the cover in the clockwise direction until it is tight against the ceiling. For Model G4 QR Gasket and Model G4 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt only. Do not glue the gasket in place or allow the gasket to overlap both the cover plate and the flange of the skirt. Maintenance Reliable Model G5 series sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25, as well as the requirements of any Authorities Having Jurisdiction. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause im- proper operation or non -operation. Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. Replace any sprinkler or cover plate which has been painted (other than factory applied). Properly installed Model G4 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Model G5 series sprinklers have holes in the cup that must remain unobstructed. Replace any sprinkler which has been damaged. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inad- vertent operation or non -operation during a fire event. Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com. Patents Model G5 series sprinklers may be covered by one or more of the following patents: U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327 Ordering Information Specify the following when ordering. Sprinkler • Model (G5-28, G5-42, G5-56, G5-56 300, G5- 80) • Temperature Rating [1650F (74°C) or 212OF (100°C)] • Threads (NPT or ISO 7-1) Cover Plate • Model (G4 [Solid], G4 Perforated, G4 QR Gas- ket, G4 SR Gasket) • Finish (See Table G) Sprinkler Wrench • Model FC N 0 0 rn 0 rn rn rn z Bulletin 034 Rev. F ��';��'� Page 8 of 8 a June 2016 www.reliablesprinkler.com Bulletin 014 Rev. P R I a ®R eim b1LA Model F1 FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model F1 FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types Standard Spray Pendent Model F1 FR42, Fi FRXLH & Fi FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model F1 FR40 Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 Recessed Sprinkler Types Standard Spray Pendent Model F1 FR56LL & F1 FR42LL Low Lead Sprinkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model F1 FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. 1. Underwriters Laboratories Inc. and Certified for Canada (cULus) in accordance with ANSI/UL199. 2. FM Approvals (FM) 3. Loss Prevention Certification Board (LPCB) 4. VdS SchadenverhOtung GmbH (VdS) 5. Underwriters Laboratories Inc. and Underwriters Laboratories of Canada Certified for Health Effects to NSF/ANSI Standard 61 Annex G (ULH) 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Model F1 FR Series Quick Response Glass Bulb Sprinklers Upright Pendent M, 00 Conventional E3 Vertical Sidewall Horizontal Sidewall Recessed Pendent/F1 /F2 Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP XLH Upright XLH Pendent XLH Recessed Pendent F1 /F2 Product Description Reliable Model F1 FR series sprinklers are quick -response automatic sprin- klers with a glass bulb thermal element. Model F1 FR series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model F1 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 F1 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. of 0 Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model F1 FR Series sprinklers provide a wide range of op- tions where quick -response, glass bulb sprinklers are used: • Pendent, recessed pendent, upright, horizontal sidewall, and vertical sidewall deflectors • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) • Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model F1 FR series sprinkler configurations. Model F1 FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model F1, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model F1 FR series sprinkler. Model F1 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 F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2-inch (12.7mm) of cover plate adjustment. In addition, a low profile Model CCP cover plate is also available that provides up to 5/16-inch (8.Omm) 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 F1 FR 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 F1 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. Model F1 FR 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 F1 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 F1 FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1 FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model F1 FR56 Concealed Pendent and Model F1 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 F1 FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1 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 F1 FR56 Concealed Pendent and Model F1 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 pro- tection and will void all guarantees, warranties, listings and approvals. 2. Technical Data: Sensitivity: Quick -response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Model Nominal K-factor Nominal Orifice Diameter Deflector/ Orientation Nominal Sprinkler Height Installation Wrench SIN Listings and Approvals Approval Notes US Metric inches mm inches mm Pendent 2.25 57 D or W2 RA1411 cULus 2 F1 FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 D or W2 RA1421 cULus 1,2 F1 FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 D or W2 RA1413 cULus 2 F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 1 57 GFR2 IRA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 F1 FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH FIFRXLH Pendent 2.25 57 D or W2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 (F1 FR42 4.2 60 7/16 10 with Pintle) Upright 2.25 57 D or W2 RA14231 cULus 1,2 Pendent 2.25 57 D or W2 RA1414 cULus, FM, _PCB, VdS, EC 1,2,3,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 F1FR56 5.6 80 1/2 15 Upright 2.25 57 D or W2 RA1425 cULus, FM, LPCB, VdS, EC 1,2,3,4 "Conventional (Pendent or Upright)" 2.25 57 D or W2 RA1475 LPCB, VdS, EC 4 Pendent 2.25 57 D or W2 RA1415 cULus, ULH 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH FlFR56LL 5.6 80 1/2 15 Concealed Pendent 2.25 57 RC1 RA14151 cULus, ULH 6 Horizontal Sidewall 2.63 67 D or W2 RA1435 cULus, FM 1,2,3,7 F1FR56 5.6 80 1/2 15 Recessed Horizontal Sidewall 2.63 67 GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2.25 57 D or W2 RA1485 cULus, FM, LPCB 1,2,3,9 (') cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (1) cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3) Available with FM approved Polyester coating in black or white. (1) Available with _PCB and VdS approved Polyester coating. (5) VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 1550F (68°C) temperature rated 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. (6) Model F1 FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. (') cULus Listing of the F1 FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches (102mm to 305mm). FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (3) cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9) The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. _PCB 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 (107°C) Max. Ambient Temp. 135°F (57°C) Temp. Rating 155°F (68°C) Temp. Ratin 175°F (79°C) Temp. Rating 200oF (93oC) Temp. Rating 286T (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 FlFR42 Recessed Pendent cULus Upright cULus Pendent cULus, ULH FlFR42LL Recessed Pendent cULus, ULH Pendent cULus F1 FRXLH Recessed Pendent cULus Upright cULus Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC FlFR56 Concealed Pendent" cULus cULus,VdS,EC I cULus Upright cULus, FM, LPCB, VdS, EC "Conventional (Pendent or Upright)" LPCB, VdS, EC Pendent cULus, ULH FlFR56LL Recessed Pendent cULus, ULH Concealed Pendent' cULus, ULH Horizontal Sidewall cULus, FM FlFR56 Recessed Horizontal Sidewall cULus, FM FlFR56 Vertical Sidewall (Pen- dent or U ri ht cULus, FM, LPCB Model F1 FR56 Concealed Pendent and F1 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 F1 Model F2 Model FP Deflector/ Model (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 cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 FlFR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 FlFR42XLH Recessed Pendent cULus cULus cULus RA1413 FlFR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM, LPCB, cULus, VdS, EC RA1414 EC VdS, EC FlFR56LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 F1 FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 9 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS -\ F7 ESCUTCHEON�� 3/4'[19mm] ADJUSTMENT F2 ESCUTCHEON 112'T 12.7mml ADJUSTMENT 2 1/4'" HOLE DIA. [57.2mm] 1 15116" DIA [49.2mm] F SEz-7---i� h� LJ� 2 27/32" DIA. [72.-m] I" X 112" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1 "(25.4mm] AT MINIMUM RECESS = 318'[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4'(19mm] AT MINIMUM RECESS = 3/8'(9.5mm] F1 ESCUTCHEON AT MAXIMUM RECESS = 7/8'(22.2mm] [3.2mm] AT MINIMUM RECESS = 1-518'T41.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1- 1/8'T28.6mm] AT MINIMUM RECESS = 1-5/8'(41.3mm] Model F1 FR56, F1 FR561-L, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon 2 5/8" 01A. [66.7mm] HOLE IN CEILING 2 5116" DIA. [58.7mm] CUP CEILING %2 [12.7mm] ADJUSTMENT 1 " X 112" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2'[38mm] AT MINIMUM RECESS = 1 '[25.4mm] AT MAXIMUM RECESS = 9/16'[14.3mm] AT MINIMUM RECESS = 1 'T25.4mm] Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1 'T25.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4'[19mm] AT MINIMUM RECESS = 3/8'T9.5mm] 2 1/4" HOLE DIA. [57.2mm] 1 " X 1/2" REDUCER I 1 15/16" DIA. [49.2mm] uni nni � TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. 1/8" [3.2mm] F1 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8'T34.9mm] AT MINIMUM RECESS = 2-1/16'T52.4mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'T41.3mm] AT MINIMUM RECESS = 2-1/16'T52.4mm] 2 27/32 " DIA. [72.2mm] F7 ESCUTCHEON 3/4'T 19mm] ADJUSTMENT F2 ESCUTCHEON 1/2'T 12.7mm] ADJUSTMENT 1 (1) 4"-12" [101. 6mm—J04.8mm] CEILING TO DEFLECTOR or.ucorE RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig. 3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon I" x 112" REDUCING TEE OR ELBOW 2 5116 " DIA CUP IT- r 2 518 " DIA. HOLE IN CEILING 1 112 " MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING 112 " MAX. COVER ADJUSTMENT COVER PLATE ASSEMBLY 3 5116 " DIA SPRINKLER CONCEALED, 1 /2" ADJUSTMENT 017FG01A Fig. 4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment - Model CCP cover plate C1 I" x 112" REDUCING TEE OR ELBOW 2 5/16" DIA CUP ---- r—T— r- 2 518" DIA. HOLE IN CEILING � CEILING 5116 " MAX. COVER ADJUSTMENT J� COVER PLATE ASSEMBLY 3 5116 DIA SPRINKLER 1 112 " MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CONCEALED, 5/16" ADJUSTMENT 017FG02A J14" Fig. 5 - Model F1 FR56/1`1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.Omm) adjustment - Model CCP cover plate Maintenance The Model F1 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 (') Standard Finishes Sprinkler Escutcheon Cover plateM Bronze Brass Chrome Chrome Plated Chrome Plated White Polyester Coated 1450 White Painted Special Application Finishes Sprinkler Escutcheon Cover plateM Electroless Nickel PTFEM Electroless Nickel PTFE Bright Brass Bright Brass (3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint(2)(6) Black Paint Off White Off White(2)(6) Off White Satin Chrome Chrome Dull Chrome Dull (') Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi -gloss, unless specified otherwise. (2) cULus Listed only. (3) 200°F (93°C) maximum. (4) 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. (5) FM Approvals finish as 'Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. (1) LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS) and RA1475. (7) cULus listed Corrosion Resistant Material Data Frame: DZR Brass, QM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb: Glass Ordering Information Specify: 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Pendent] [Upright][Conventional][Horizontal Sidewall] [Recessed Horizontal Sidewall][Vertical Sidewall] 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] 4. Sprinkler Temperature Rating: [135'F (57'C)][155'F (68°C)][175°F (79°C)][200°F (93°C)][286°F (141°C)] 5. Sprinkler Finish 6. Escutcheon Model: [F1][F2][FP] 7. Escutcheon Finish (where applicable) 8. Cover plate Model: [standard profile CCP 1/2-inch (12.7mm) adjustment][low profile CCP 5/16-inch (8.Omm) adjustment] 9. Cover plate Temperature Rating: [135'F (57°C) for use with Ordinary Temperature sprinklers][165'F (74'C) for use with Intermediate Temperature sprinklers] 10. Cover plate Finish Note: When Model F1 FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 7. Reliable ... For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections Sight drains • Ball drips and drum drips Control valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co., Inc. ® Recycled (800) 431-1588 Sales Offices Paper Rellabld (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. 11 /17 P/N 9999970300 Bulletin 136 Rev. S ja 0 Rel bila Model 171 FR LO Sprinkler Types Standard Upright Standard Pendent Conventional Model F1 FR LO Recessed Sprinkler Types Recessed Pendent For Model F1FIR '/2" K 5.6 (80), 4.2 (60) & 2.8 (40) Sprin- kler Types refer to Bulletin 014 for technical specifica- tions and approvals. Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Factory Mutual Approvals (FM) 4. Loss Prevention Council (LPCB, UK) 5. Verband der Schadenversicherer Gmbh UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler ULGuide Number VNIV Product Description Reliable Models F1 FR LO and F1 FR LO Recessed Sprin- klers are quick response sprinklers which combine the du- rability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1 FR LO and F1 FR LO Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprin- klers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR LO and F1 FR LO Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the same tempera- ture 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. The balance of parts are made of brass, copper and beryllium nickel. 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 Model F1 FR LO Model F1 FR LO Recessed Quick Response Sprinklers Upright Pendent Conventional Recessed Pendent (Model FP Shown) to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. The temperature rating of the sprinkler is identified by the color of the glass bulb. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. Installation Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. The Model F1 FR LO Recessed Quick Response Sprin- klers are to be installed as shown. The Model F1 or F2 Es- cutcheons illustrated are the only recessed escutcheons to be used with the Model F1 FR LO Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 DEFLECTOR ;\k\ LOAD SCREW BULB WASHER CUP FRAME 136FG02 Technical data: Deflector Discharge Thread Max. Min. Temperature Models Response Orientation Coefficient Size Working Working Rating Finish Pressure Pressure Quick Upright 3/4" NPT See See F1FR LO Response Pendent K 8.0 & 175 PSI 7 PSI "Temperature "Finish Conventional 3/4" BSPT (R3/4) Ratings" Table Table" Material Data: Frame Deflector Load Screw Cup Washer Bulb DZR Brass CDA Alloy 210, 220, 314, 316, 360 CDA Alloy 314 Nickel Alloy 440 or Alloy 360 QM Brass CDA Alloy 510 or or coated with PTFE Adhesive Tape Glass CDA Alloy 544 CDA Alloy 353 See "Installation Data" table and from page for more details 2. Model F1 FR LO Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type K Factor Sprinkler Height Approval Organization Sprinkler Identification Numbers SIN US Metric SSU SSP Standard-U prig ht SSU and endent SSP Deflectors Marked to Indicate Position 17/32" (20mm) Large Orifice with 3/4" NPT (R3/4) Thread 8.0 1 115 1 2.3° (58mm) 1 1,2,3,4,5 R36220)(2)(3) 1R3612(2)(3) Conventional -Install in Upright or Pendent Position 20mm Large Orifice with 3/4" NPT (R3/4) Thread 1 8.0 1 115 1 58mm 1 4,7 R3672 (1) Polyester coated upright UL and ULC listed corrosion resistant R3622. (2) FM Approved for polyester coated sprinkler. R3622, R3612. (3) Electroless Nickel PTFE (Teflon")* Plated - cULus listed Corrosion Resistant Upright Pendent Model F1 FR LO Quick Response Recessed Pendent Sprinkler0) Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Conventional Nominal Orifice Thread Size "T" Nominal K Factor Sprinkler Height ApprovalM Organization Sprinkler Identification Numbers (SIN) US Metric F1 F2 FP 17/32" (20mm) 3/4" NPT (R3/4) 8.0 115 2.3" (58mm) 1,2,8 1,2,3,8 1,2 R3612(2) (1) Refer to escutcheon data table for dimensions. (2) Electroless Nickel PTFE (Teflon°)" Plated - cULus listed Corrosion Resistant z r�<Ho/E ow N, 1<s mm, 1" x J/4" REouCER N DGHCOL(AR AINPIST PR W LEF FACE OF FITTING WRENCH BC55� TO IFACE OF CEILING DIMENSION I FI EscurcHEON AT MAXIMUM RECESS = I [25.4mm] 1 AT M/NIMUM RECESS = 3/8 [9(UP.Smm] F1 ESCUTCHEON 1 F2 ESCUTCHEON 3/4'[I9mm] AT MAXIMUM RECESS ADJUSTMENT 00 db Ai MINIMUM RECESS 12 ESCUTCHEON I/2 "[12-]mm] � ESCU CHEON ADJUSTMENT F AT MAXIMUM RECESS = 1-5 8 [47J J [s.zmm] Ar MINIMUM RECEss — /—s/a [4 rsm.T,I F2 £scurcHEON AT MAXIMUM RECESS = I-1/8"[28. 1,.n7 AT M/NIMUM RECESS = 1-5/8 [41.31m! I36FGOt_G 2 2/J2" O1A [J22mm] RECESSED PENDENT W/F1 OR F2 ESCUTCHEON *SPRINKLER NOT FM APPRO✓E9 WITH FI ESCUTCHEON "DuPont Registered Trademark REDUCER 2 ISLE IN -111 mJ HOLE IN CELL/NG CUP FACE OF FITTING 00 ya TO FACE of CEILING DIMENSION AT MAXIMUM RSS ECE= 1-I/2 [38mm] 1 AT MINIMUM RECESS = I'[25.4m1] T AT MAXIMUM RECESS = 9/I6'TT4.3mm] U'TsO.I—] J -- -- Ar MINIMUM RECESS = 1"[25,4—] ADJUSTMENT -- -- DIA. 82.6mm] RECESSED PENDENT W/FP ESCUTCHEON sFos *SPRINKLER NOT EM APPROVED WITH EP ESCUTCHEON 3. Sprinkler Types When installing Model F1 FIR LO Sprinklers, use the Model D Sprinkler Wrench. When installing Model F1 FR LO Re- cessed Pendent or Sidewall Sprinklers, use the Model GFR1 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 (10.8 - 24.4 N-m). Do not tighten sprinklers over maximum recom- mended torque. It may cause leakage or impairment of the sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and in- stallation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrench- es are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- TECTORS. Temperature Ratings Classification Sprinkler Temperature Maximum Ambient Temperature Bulb Color OF °C OF °C Ordinary 135 57 100 38 Orange Ordinary 155 68 100 38 Red Intermediate 175 79 150 66 Yellow Intermediate 200 93 150 66 Green High(') 286 1 141 1 225 107 Blue (') Not Available for recessed sprinklers. Maintenance The Models F1 FR LO and F1 FR LO Recessed 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. 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. `DuPont Registered Trademark Standard Upright Standard Pendent Conventional Recessed Pendent Finishes0)(2) Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated c3 White Polyester Coated(O') White Painted 3) Special Application Finishes Sprinkler Escutcheon Electroless Nickel Electroless Nickel PTFE PTFE(Teflon®)`(6) (Teflon")* Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Chrome Dull (') Other finishes and colors are available on special order. Consult the factory for details. (2) FM Approvals is limited to bronze and brass, chrome or black plated finishes only. (3) FP Push-on/Thread-off escutcheon. (4) cULus listed corrosion resistance. SIN number: R3622. 5 FM Approved for SIN No. R3622, R3612 (6) cULus listed corrosion resistant SIN R3622 & R3612 Note: For Y2" orifice pendent FM approved white polyester coated, cULus listed white and black polyester and Electroless Nickel PTFE (Teflon")* Plated corrosion resistant sprinklers refer to bulletin 014. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Note: When Model F1FR LO Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 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" The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address ®Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 04/14 P/N 9999970027 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Hydraulic Calculations by Hyd raCAL Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name 19-0445 Enterprise Morans Point Building A RA1 Drawing 2 Location Building A Level 1 PreAction System Remote Area 1 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building A Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA1 HYDRAULIC CALCULATIONS for Project name: 19-0445 Enterprise Morans Point Building A Location: Building A Level 1 PreAction System Drawing no: 2 Date: 4-11-2019 Design Remote area number. 1 Remote area location: Pre -Action area Level 1 Occupancy classification: Light Density: 0.1 - Gpm/SgFt Area of application: Entire Room - SgFt Coverage per sprinkler. 196 - SgFt Type of sprinklers calculated: Q.R Concealed No. of sprinklers calculated: 9 In -rack demand: - GPM Hose streams: 100 - GPM Total water required (including hose streams): 302.135 - GPM Type of system: Double Interlock Pre -Action System Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor: Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number: 713-781-4000 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) @ 42.997 -Psi Page 1 Date 4-9-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA1 Page 2 Date 4-9-2019 City Water Supply: Demand: C1 - Static Pressure : 53 D1 - Elevation 5.630 C2 - Residual Pressure: 26 D2 - System Flow : 202.135 C2 - Residual Flow 1404 D2 - System Pressure 42.997 Hose ( Demand ) : 100 D3 - System Demand : 302.135 Safety Margin 8.429 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 R 60 C1 E 50 D 40 3 30 20 10 1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection Page 3 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 Fitting Legend Abbrev. Name Yz % 1 1'/4 1'/2 2 2'/2 3 3'/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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 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. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA1 Page 4 Date 4-9-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.426 302.14 42.997 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 9.0 5.6 12.25 19.6 28 10.0 25.41 2 10.0 12.24 3 10.0 13.8 4 10.0 14.7 5 10.0 19.8 6 10.0 25.56 PAV 3.0 36.88 C 1 9.67 35.76 TOR 9.67 36.35 SPG 1.0 40.71 UG1 -4.0 42.9 BFP -4.0 42.92 CITY -4.0 43.0 100.0 20 9.0 5.6 12.01 19.41 21 10.0 12.0 22 9.0 5.6 13.78 20.79 23 10.0 13.83 24 9.0 5.6 18.46 24.06 25 10.0 18.65 26 9.0 5.6 22.81 26.75 27 10.0 23.14 29 9.0 5.6 17.18 23.21 31 9.0 5.6 22.86 26.77 32 10.0 23.18 80 9.0 5.6 13.2 20.35 83 9.0 5.6 14.33 21.2 84 10.0 14.33 81 10.0 13.86 82 10.0 15.48 30 10.0 17.33 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 5 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 9 5.60 19.60 1 E 1.427 1.000 100 12.250 to 0.0 1.427 -0.433 2 10 19.6 1.049 0.0 2.427 0.1755 0.426 Vel = 7.28 0.0 2 19.60 12.243 K Factor = 5.60 28 10 91.53 3 0.0 12.580 100 25.410 to 0.0 0.0 0.0 6 10 91.53 3.26 0.0 12.580 0.0122 0.153 Vel = 3.52 0.0 6 91.53 25.563 K Factor = 18.10 2 10 19.60 1 E 1.427 7.420 100 12.243 to 0.0 1.427 0.0 3 10 19.6 1.049 0.0 8.847 0.1757 1.554 Vel = 7.28 3 10 19.41 1.25 0.0 5.500 100 13.797 to 0.0 0.0 0.0 4 10 39.01 1.38 0.0 5.500 0.1651 0.908 Vel = 8.37 4 10 20.79 1.25 0.0 14.000 100 14.705 to 0.0 0.0 0.0 5 10 59.8 1.38 0.0 14.000 0.3638 5.093 Vel = 12.83 5 10 24.06 1.5 T 5.71 12.250 100 19.798 to 0.0 5.710 0.0 6 10 83.86 1.61 0.0 17.960 0.3210 5.765 Vel = 13.22 6 10 118.28 3 7L 33.571 102.377 100 25.563 to B 9.592 55.153 3.032 PAV 3 202.14 3.26 Eql 11.99 157.530 0.0526 8.290 Vel = 7.77 PAV 3 0.0 3 2L 13.44 13.240 120 36.885 to T 20.159 33.599 -2.889 C1 9.67 202.14 3.26 0.0 46.839 0.0376 1.759 Vel = 7.77 C 1 9.67 0.0 3 0.0 15.860 120 35.755 to 0.0 0.0 0.0 TOR 9.670 202.14 3.26 0.0 15.860 0.0376 0.596 Vel = 7.77 TOR 9.670 0.0 4 B 15.8 14.220 120 36.351 to S 28.968 44.768 3.755 SPG 1 202.14 4.26 0.0 58.988 0.0102 0.602 Vel = 4.55 SPG 1 0.0 6 L 14.183 11.000 140 40.708 to 0.0 14.183 2.166 UG1 -4 202.14 6.28 0.0 25.183 0.0011 0.028 Vel = 2.09 UG1 -4 0.0 6 0.0 0.0 150 42.902 to 0.0 11.000 0.0 BFP -4 202.14 6.09 0.0 11.000 0.0013 0.014 Vel = 2.23 BFP -4 0.0 6 L 13.875 4.000 150 42.916 to G 4.625 64.749 0.0 CITY -4 202.14 6.09 T 46.249 68.749 0.0012 0.081 Vel = 2.23 100.00 Qa = 100.00 CITY 302.14 42.997 K Factor = 46.08 20 9 5.60 19.41 1 E 1.427 1.000 100 12.015 to 0.0 1.427 -0.433 21 10 19.41 1.049 0.0 2.427 0.1722 0.418 Vel = 7.21 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 6 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 21 10 0.0 1 E 1.427 5.420 100 12.000 to T 3.568 4.995 0.0 3 10 19.41 1.049 0.0 10.415 0.1725 1.797 Vel = 7.21 0.0 3 19.41 13.797 K Factor = 5.23 22 9 5.60 20.79 1 E 1.427 1.000 100 13.783 to 0.0 1.427 -0.433 23 10 20.79 1.049 0.0 2.427 0.1961 0.476 Vel = 7.72 23 10 0.0 1 T 3.568 0.920 100 13.826 to 0.0 3.568 0.0 4 10 20.79 1.049 0.0 4.488 0.1959 0.879 Vel = 7.72 0.0 4 20.79 14.705 K Factor = 5.42 24 9 5.60 24.06 1 E 1.427 1.000 100 18.456 to 0.0 1.427 -0.433 25 10 24.06 1.049 0.0 2.427 0.2567 0.623 Vel = 8.93 25 10 0.0 1 T 3.568 0.920 100 18.646 to 0.0 3.568 0.0 5 10 24.06 1.049 0.0 4.488 0.2567 1.152 Vel = 8.93 0.0 5 24.06 19.798 K Factor = 5.41 26 9 5.60 26.75 1 E 1.427 1.000 100 22.811 to 0.0 1.427 -0.433 27 10 26.75 1.049 0.0 2.427 0.3119 0.757 Vel = 9.93 27 10 0.0 1 E 1.427 2.780 100 23.135 to T 3.568 4.995 0.0 6 10 26.75 1.049 0.0 7.775 0.3123 2.428 Vel = 9.93 0.0 6 26.75 25.563 K Factor = 5.29 29 9 5.60 23.21 1 E 1.427 1.000 100 17.179 to 0.0 1.427 -0.433 30 10 23.21 1.049 0.0 2.427 0.2398 0.582 Vel = 8.62 0.0 30 23.21 17.328 K Factor = 5.58 31 9 5.60 26.77 1 E 1.427 1.000 100 22.858 to 0.0 1.427 -0.433 32 10 26.77 1.049 0.0 2.427 0.3127 0.759 Vel = 9.94 32 10 0.0 1 E 1.427 2.120 100 23.184 to T 3.568 4.995 0.0 28 10 26.77 1.049 0.0 7.115 0.3129 2.226 Vel = 9.94 0.0 28 26.77 25.410 K Factor = 5.31 80 9 5.60 20.35 1 3E 6.0 2.120 120 13.205 to 0.0 6.000 -0.433 81 10 20.35 1.049 0.0 8.120 0.1344 1.091 Vel = 7.55 0.0 81 20.35 13.863 K Factor = 5.47 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 7 19-0445 Enterprise Morans Point Building A RA1 Date 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 83 9 5.60 21.20 1 E 2.0 1.000 120 14.326 to 0.0 2.000 -0.433 84 10 21.2 1.049 0.0 3.000 0.1450 0.435 Vel = 7.87 84 10 0.0 1 E 2.0 0.920 120 14.328 to T 5.0 7.000 0.0 82 10 21.2 1.049 0.0 7.920 0.1448 1.147 Vel = 7.87 0.0 82 21.20 15.475 K Factor = 5.39 81 10 20.35 1 0.0 12.000 120 13.863 to 0.0 0.0 0.0 82 10 20.35 1.049 0.0 12.000 0.1343 1.612 Vel = 7.55 82 10 21.20 1.25 0.0 14.000 120 15.475 to 0.0 0.0 0.0 30 10 41.55 1.38 0.0 14.000 0.1324 1.853 Vel = 8.91 30 10 23.21 1.25 E 2.141 12.750 100 17.328 to T 4.282 6.423 0.0 28 10 64.76 1.38 0.0 19.173 0.4215 8.082 Vel = 13.89 0.0 28 64.76 25.410 K Factor = 12.85 Computer Programs by Hydratec Inc. Revision: 50.53.5 Hydraulic Calculations by HydraCALC Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Drawing 2 Location LEVEL 1 WET SYSTEM Remote Area 2 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building A Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 HYDRAULIC CALCULATIONS for Project name: 19-0445 Enterprise Morans Point Building A Location: LEVEL 1 WET SYSTEM Drawing no: 2 Date: 4-11-2019 Design Remote area number. 2 Remote area location: LEVEL 1 WET SYSTEM Occupancy classification: LIGHT Density: 0.1 - Gpm/SgFt Area of application: - SgFt Coverage per sprinkler. 183 - SgFt Type of sprinklers calculated: QUICK RESPONSE PEND No. of sprinklers calculated: 12 In -rack demand: - GPM Hose streams: 0 - GPM Total water required (including hose streams): 331.29 - GPM Type of system: WET AUTOMATIC Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOB SITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor: Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number: 713-781-4000 Name of designer: SC Authority having jurisdiction: CITY OF LA PORTE Notes: (Include peaking information or gridded systems here.) @ 44.25 - Psi Page 1 Date 4-11-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Page 2 Date 4-11-2019 City Water Supply: Demand: C1 - Static Pressure : 53 D1 - Elevation 5.630 C2 - Residual Pressure: 26 D2 - System Flow : 231.294 C2 - Residual Flow 1404 D2 - System Pressure 44.253 Hose ( Demand ) : 100 D3 - System Demand : 331.294 Safety Margin 6.880 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 R 60 C1 E 50 40 3 30 20 10 1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Page 3 Date 4-11-2019 Fitting Legend Abbrev. Name Yz % 1 1'/4 1'/2 2 2'/2 3 3'/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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 Zic Wilkins 350ADA 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. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection Page 4 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.133 331.29 44.253 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 35 9.0 5.6 10.68 18.3 36 9.67 10.68 37 9.67 11.36 38 9.67 12.1 39 9.67 16.04 40 9.67 21.63 41 9.67 21.67 13 9.67 21.87 14 9.67 22.39 15 9.67 23.18 16 9.67 24.15 17 9.67 25.34 18 9.67 26.64 18A 9.67 29.15 C 1 9.67 32.61 TOR 9.67 33.38 SPG 1.0 37.91 UG1 -4.0 40.11 BFP -4.0 40.87 CITY -4.0 44.25 100.0 42 9.0 5.6 10.67 18.29 43 9.67 10.67 44 9.67 11.28 72 9.0 5.6 10.77 18.38 73 9.67 10.77 74 9.67 11.38 75 9.67 15.02 76 9.67 15.07 11 9.67 15.32 10 9.67 15.99 9 9.67 16.42 8 9.67 16.74 7 9.67 16.93 77 9.67 16.98 33 9.67 17.04 34 9.67 21.18 45 9.0 5.6 11.36 18.88 46 9.67 11.38 47 9.0 5.6 12.15 19.52 48 9.67 12.19 49 9.67 13.67 53 9.67 13.76 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection Page 5 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 12 9.67 14.47 51 9.0 5.6 12.91 20.12 52 9.67 12.97 54 9.0 5.6 12.88 20.1 55 9.67 12.94 50 9.67 13.7 56 9.0 5.6 13.74 20.76 57 9.67 13.82 58 9.67 14.68 59 9.0 5.6 11.72 19.17 60 9.67 11.75 61 9.67 12.49 78 9.67 13.56 79 9.67 14.64 66 9.0 5.6 11.55 19.03 67 9.67 11.57 62 9.67 12.27 63 9.67 12.29 64 9.67 13.13 65 9.67 15.13 68 9.0 5.6 11.57 19.05 69 9.67 11.6 70 9.0 5.6 12.38 19.71 71 9.67 12.43 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 6 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 35 9 5.60 18.30 1 E 2.0 0.670 120 10.679 to 0.0 2.000 -0.290 36 9.67 18.3 1.049 0.0 2.670 0.1105 0.295 Vel = 6.79 36 9.67 0.0 1 T 5.0 1.090 120 10.684 to 0.0 5.000 0.0 37 9.67 18.3 1.049 0.0 6.090 0.1103 0.672 Vel = 6.79 37 9.67 8.70 1.25 0.0 12.410 120 11.356 to 0.0 0.0 0.0 38 9.67 27.0 1.38 0.0 12.410 0.0596 0.740 Vel = 5.79 38 9.67 18.88 1.25 0.0 24.820 120 12.096 to 0.0 0.0 0.0 39 9.67 45.88 1.38 0.0 24.820 0.1590 3.947 Vel = 9.84 39 9.67 0.0 1.25 2T 12.0 20.150 120 16.043 to E 3.0 15.000 0.0 40 9.67 45.88 1.38 0.0 35.150 0.1590 5.589 Vel = 9.84 40 9.67 0.0 2.5 0.0 5.560 120 21.632 to 0.0 0.0 0.0 41 9.67 45.88 2.635 0.0 5.560 0.0068 0.038 Vel = 2.70 41 9.67 43.33 2.5 0.0 8.760 120 21.670 to 0.0 0.0 0.0 13 9.67 89.21 2.635 0.0 8.760 0.0233 0.204 Vel = 5.25 13 9.67 32.20 2.5 0.0 12.410 120 21.874 to 0.0 0.0 0.0 14 9.67 121.41 2.635 0.0 12.410 0.0413 0.512 Vel = 7.14 14 9.67 22.44 2.5 0.0 14.000 120 22.386 to 0.0 0.0 0.0 15 9.67 143.85 2.635 0.0 14.000 0.0564 0.790 Vel = 8.46 15 9.67 21.67 2.5 0.0 13.340 120 23.176 to 0.0 0.0 0.0 16 9.67 165.52 2.635 0.0 13.340 0.0732 0.976 Vel = 9.74 16 9.67 24.20 2.5 0.0 12.660 120 24.152 to 0.0 0.0 0.0 17 9.67 189.72 2.635 0.0 12.660 0.0942 1.192 Vel = 11.16 17 9.67 19.11 2.5 0.0 11.500 120 25.344 to 0.0 0.0 0.0 18 9.670 208.83 2.635 0.0 11.500 0.1125 1.294 Vel = 12.29 18 9.670 22.46 2.5 L 5.491 13.000 120 26.638 to 0.0 5.491 0.0 18A 9.67 231.29 2.635 0.0 18.491 0.1358 2.512 Vel = 13.61 18A 9.67 0.0 3 L 6.72 65.166 120 29.150 to 0.0 6.720 0.0 C1 9.67 231.29 3.26 0.0 71.886 0.0482 3.465 Vel = 8.89 C 1 9.67 0.0 3 0.0 15.860 120 32.615 to 0.0 0.0 0.0 TOR 9.670 231.29 3.26 0.0 15.860 0.0482 0.764 Vel = 8.89 TOR 9.670 0.0 4 B 15.8 14.220 120 33.379 to S 28.968 44.768 3.755 SPG 1 231.29 4.26 0.0 58.988 0.0131 0.773 Vel = 5.21 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 7 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf SPG 1 0.0 6 L 14.183 11.000 140 37.907 to 0.0 14.183 2.166 UG1 -4 231.29 6.28 0.0 25.183 0.0015 0.037 Vel = 2.40 UG1 -4 0.0 6 3L 41.624 460.000 150 40.110 to 0.0 41.625 0.0 BFP -4 231.29 6.09 0.0 501.625 0.0015 0.762 Vel = 2.55 BFP -4 0.0 6 L 13.875 4.000 150 40.872 to G 4.625 64.749 3.276 * * Fixed Loss = 3.276 CITY -4 231.29 6.09 T 46.249 68.749 0.0015 0.105 Vel = 2.55 Zic 0.0 100.00 Qa = 100.00 CITY 331.29 44.253 K Factor = 49.80 42 9 5.60 18.29 1 E 2.0 0.670 120 10.668 to 0.0 2.000 -0.290 43 9.67 18.29 1.049 0.0 2.670 0.1105 0.295 Vel = 6.79 43 9.67 0.0 1 T 5.0 0.500 120 10.673 to 0.0 5.000 0.0 44 9.67 18.29 1.049 0.0 5.500 0.1102 0.606 Vel = 6.79 44 9.67 -9.59 1.25 0.0 10.420 120 11.279 to 0.0 0.0 0.0 37 9.67 8.7 1.38 0.0 10.420 0.0074 0.077 Vel = 1.87 0.0 37 8.70 11.356 K Factor = 2.58 72 9 5.60 18.38 1 E 2.0 0.670 120 10.767 to 0.0 2.000 -0.290 73 9.67 18.38 1.049 0.0 2.670 0.1112 0.297 Vel = 6.82 73 9.67 0.0 1 T 5.0 0.490 120 10.774 to 0.0 5.000 0.0 74 9.67 18.38 1.049 0.0 5.490 0.1113 0.611 Vel = 6.82 74 9.67 9.58 1.25 2E 6.0 45.090 120 11.385 to T 6.0 12.000 0.0 75 9.67 27.96 1.38 0.0 57.090 0.0636 3.632 Vel = 6.00 75 9.67 0.0 2.5 T 16.474 3.440 120 15.017 to 0.0 16.474 0.0 76 9.67 27.96 2.635 0.0 19.914 0.0028 0.055 Vel = 1.64 76 9.67 33.63 2.5 T 16.474 5.010 120 15.072 to 0.0 16.474 0.0 11 9.67 61.59 2.635 0.0 21.484 0.0117 0.252 Vel = 3.62 11 9.67 26.19 2.5 2E 16.474 12.920 120 15.324 to 0.0 16.474 0.0 10 9.67 87.78 2.635 0.0 29.394 0.0226 0.665 Vel = 5.16 10 9.67 22.10 2.5 0.0 12.580 120 15.989 to 0.0 0.0 0.0 9 9.67 109.88 2.635 0.0 12.580 0.0343 0.432 Vel = 6.46 9 9.67 -22.44 2.5 0.0 14.420 120 16.421 to 0.0 0.0 0.0 8 9.67 87.44 2.635 0.0 14.420 0.0225 0.324 Vel = 5.14 8 9.67 -21.67 2.5 0.0 14.220 120 16.745 to 0.0 0.0 0.0 7 9.67 65.77 2.635 0.0 14.220 0.0133 0.189 Vel = 3.87 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 8 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 7 9.67 -24.20 2.5 0.0 7.930 120 16.934 to 0.0 0.0 0.0 77 9.67 41.57 2.635 0.0 7.930 0.0055 0.044 Vel = 2.45 77 9.67 0.0 2.5 0.0 11.240 120 16.978 to 0.0 0.0 0.0 33 9.67 41.57 2.635 0.0 11.240 0.0057 0.064 Vel = 2.45 33 9.67 0.0 1.25 2T 12.0 19.220 120 17.042 to 0.0 12.000 0.0 34 9.67 41.57 1.38 0.0 31.220 0.1325 4.137 Vel = 8.92 34 9.67 -22.47 1.25 5E 15.0 111.480 120 21.179 to T 6.0 21.000 0.0 17 9.67 19.1 1.38 0.0 132.480 0.0314 4.165 Vel = 4.10 0.0 17 19.10 25.344 K Factor = 3.79 34 9.67 22.47 1.25 E 3.0 107.640 120 21.179 to 3T 18.0 21.000 0.0 18 9.670 22.47 1.38 0.0 128.640 0.0424 5.459 Vel = 4.82 0.0 18 22.47 26.638 K Factor = 4.35 45 9 5.60 18.88 1 E 2.0 0.670 120 11.362 to 0.0 2.000 -0.290 46 9.67 18.88 1.049 0.0 2.670 0.1169 0.312 Vel = 7.01 46 9.67 0.0 1 T 5.0 1.090 120 11.384 to 0.0 5.000 0.0 38 9.67 18.88 1.049 0.0 6.090 0.1169 0.712 Vel = 7.01 0.0 38 18.88 12.096 K Factor = 5.43 44 9.67 9.59 1.25 0.0 12.000 120 11.279 to 0.0 0.0 0.0 74 9.67 9.59 1.38 0.0 12.000 0.0088 0.106 Vel = 2.06 0.0 74 9.59 11.385 K Factor = 2.84 47 9 5.60 19.52 1 E 2.0 0.670 120 12.152 to 0.0 2.000 -0.290 48 9.67 19.52 1.049 0.0 2.670 0.1243 0.332 Vel = 7.25 48 9.67 0.0 1 E 2.0 4.840 120 12.194 to T 5.0 7.000 0.0 49 9.67 19.52 1.049 0.0 11.840 0.1244 1.473 Vel = 7.25 49 9.67 -6.09 1.25 0.0 5.530 120 13.667 to 0.0 0.0 0.0 53 9.67 13.43 1.38 0.0 5.530 0.0163 0.090 Vel = 2.88 53 9.67 20.12 1.25 T 6.0 2.030 120 13.757 to 0.0 6.000 0.0 12 9.67 33.55 1.38 0.0 8.030 0.0892 0.716 Vel = 7.20 12 9.67 -11.45 1.25 T 6.0 30.820 120 14.473 to 0.0 6.000 0.0 10 9.67 22.1 1.38 0.0 36.820 0.0412 1.516 Vel = 4.74 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 9 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 10 22.10 15.989 K Factor = 5.53 51 9 5.60 20.12 1 E 2.0 0.670 120 12.907 to 0.0 2.000 -0.290 52 9.67 20.12 1.049 0.0 2.670 0.1315 0.351 Vel = 7.47 52 9.67 0.0 1 T 5.0 1.000 120 12.968 to 0.0 5.000 0.0 53 9.67 20.12 1.049 0.0 6.000 0.1315 0.789 Vel = 7.47 0.0 53 20.12 13.757 K Factor = 5.42 54 9 5.60 20.10 1 E 2.0 0.670 120 12.882 to 0.0 2.000 -0.290 55 9.67 20.1 1.049 0.0 2.670 0.1311 0.350 Vel = 7.46 55 9.67 0.0 1 T 5.0 0.810 120 12.942 to 0.0 5.000 0.0 50 9.67 20.1 1.049 0.0 5.810 0.1313 0.763 Vel = 7.46 50 9.67 6.09 1.25 T 6.0 22.730 120 13.705 to 0.0 6.000 0.0 11 9.67 26.19 1.38 0.0 28.730 0.0564 1.619 Vel = 5.62 0.0 11 26.19 15.324 K Factor = 6.69 49 9.67 6.09 1.25 E 3.0 7.100 120 13.667 to 0.0 3.000 0.0 50 9.67 6.09 1.38 0.0 10.100 0.0038 0.038 Vel = 1.31 0.0 50 6.09 13.705 K Factor = 1.65 56 9 5.60 20.76 1 E 2.0 0.670 120 13.738 to 0.0 2.000 -0.290 57 9.67 20.76 1.049 0.0 2.670 0.1393 0.372 Vel = 7.71 57 9.67 0.0 1 T 5.0 1.150 120 13.820 to 0.0 5.000 0.0 58 9.67 20.76 1.049 0.0 6.150 0.1395 0.858 Vel = 7.71 58 9.67 11.44 1.25 T 6.0 81.110 120 14.678 to 0.0 6.000 0.0 13 9.67 32.2 1.38 0.0 87.110 0.0826 7.196 Vel = 6.91 0.0 13 32.20 21.874 K Factor = 6.88 58 9.67 -11.45 1.25 2E 6.0 10.790 120 14.678 to 0.0 6.000 0.0 12 9.67 -11.45 1.38 0.0 16.790 -0.0122 -0.205 Vel = 2.46 0.0 12 -11.45 14.473 K Factor = -3.01 59 9 5.60 19.17 1 E 2.0 0.670 120 11.716 to 0.0 2.000 -0.290 60 9.67 19.17 1.049 0.0 2.670 0.1202 0.321 Vel = 7.12 60 9.67 0.0 1 T 5.0 1.180 120 11.747 to 0.0 5.000 0.0 61 9.67 19.17 1.049 0.0 6.180 0.1204 0.744 Vel = 7.12 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 10 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 61 9.67 14.46 1.25 0.0 12.000 120 12.491 to 0.0 0.0 0.0 78 9.67 33.63 1.38 0.0 12.000 0.0895 1.074 Vel = 7.21 78 9.67 0.0 1.25 0.0 12.000 120 13.565 to 0.0 0.0 0.0 79 9.67 33.63 1.38 0.0 12.000 0.0895 1.074 Vel = 7.21 79 9.67 0.0 1.25 0.0 4.840 120 14.639 to 0.0 0.0 0.0 76 9.67 33.63 1.38 0.0 4.840 0.0895 0.433 Vel = 7.21 0.0 76 33.63 15.072 K Factor = 8.66 66 9 5.60 19.03 1 E 2.0 0.670 120 11.548 to 0.0 2.000 -0.290 67 9.67 19.03 1.049 0.0 2.670 0.1187 0.317 Vel = 7.06 67 9.67 0.0 1 T 5.0 0.820 120 11.575 to 0.0 5.000 0.0 62 9.67 19.03 1.049 0.0 5.820 0.1187 0.691 Vel = 7.06 62 9.67 -14.46 1.25 0.0 12.000 120 12.266 to 0.0 0.0 0.0 63 9.67 4.57 1.38 0.0 12.000 0.0022 0.026 Vel = 0.98 63 9.67 19.05 1.25 2E 6.0 11.960 120 12.292 to 0.0 6.000 0.0 64 9.67 23.62 1.38 0.0 17.960 0.0466 0.837 Vel = 5.07 64 9.67 19.71 1.25 0.0 14.000 120 13.129 to 0.0 0.0 0.0 65 9.67 43.33 1.38 0.0 14.000 0.1431 2.003 Vel = 9.29 65 9.67 0.0 1.25 T 6.0 39.700 120 15.132 to 0.0 6.000 0.0 41 9.67 43.33 1.38 0.0 45.700 0.1431 6.538 Vel = 9.29 0.0 41 43.33 21.670 K Factor = 9.31 68 9 5.60 19.05 1 E 2.0 0.670 120 11.573 to 0.0 2.000 -0.290 69 9.67 19.05 1.049 0.0 2.670 0.1187 0.317 Vel = 7.07 69 9.67 &0 1 T 5.0 0.820 120 11.600 to 0.0 5.000 0.0 63 9.67 19.05 1.049 0.0 5.820 0.1189 0.692 Vel = 7.07 0.0 63 19.05 12.292 K Factor = 5.43 70 9 5.60 19.71 1 E 2.0 0.670 120 12.384 to 0.0 2.000 -0.290 71 9.67 19.71 1.049 0.0 2.670 0.1266 0.338 Vel = 7.32 71 9.67 0.0 1 T 5.0 0.500 120 12.432 to 0.0 5.000 0.0 64 9.67 19.71 1.049 0.0 5.500 0.1267 0.697 Vel = 7.32 0.0 64 19.71 13.129 K Factor = 5.44 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 11 19-0445 Enterprise Morans Point Building A WET SYSTEM LV1 RA2 Date 4-11-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 61 9.67 -14.46 1.25 0.0 12.000 120 12.491 to 0.0 0.0 0.0 62 9.67 -14.46 1.38 0.0 12.000 -0.0188 -0.225 Vel = 3.10 0.0 62 -14.46 12.266 K Factor = -4.13 9 9.67 22.44 1.25 2T 12.0 122.880 120 16.421 to 2E 6.0 18.000 0.0 14 9.67 22.44 1.38 0.0 140.880 0.0423 5.965 Vel = 4.81 0.0 14 22.44 22.386 K Factor = 4.74 8 9.67 21.67 1.25 3T 18.0 128.970 120 16.745 to 5E 15.0 33.000 0.0 15 9.67 21.67 1.38 0.0 161.970 0.0397 6.431 Vel = 4.65 0.0 15 21.67 23.176 K Factor = 4.50 7 9.67 24.20 1.25 4T 24.0 124.200 120 16.934 to 0.0 24.000 0.0 16 9.67 24.2 1.38 0.0 148.200 0.0487 7.218 Vel = 5.19 0.0 16 24.20 24.152 K Factor = 4.92 Computer Programs by Hydratec Inc. Revision: 50.53.5 Hydraulic Calculations by Hyd raCAL Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name 19-0445 Enterprise Morans Point Building A RA3 Drawing 3 Location LEVEL 2 WET SYSTEM RA3 Remote Area 3 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building A Area 3.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 HYDRAULIC CALCULATIONS for Project name: 19-0445 Enterprise Morans Point Building A Location: LEVEL 2 WET SYSTEM RA3 Drawing no: 3 Date: 4-11-2019 Design Remote area number. 3 Remote area location: LEVEL 2 WET SYSTEM Occupancy classification: LIGHT Density: 0.1 - Gpm/SgFt Area of application: - SgFt Coverage per sprinkler. 170 - SgFt Type of sprinklers calculated: QUICK RESPONSE PEND No. of sprinklers calculated: 9 In -rack demand: - GPM Hose streams: 100 - GPM Total water required (including hose streams): 252.98 - GPM @ 41.44 - Psi Type of system: WET AUTOMATIC Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor: Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number: 713-781-4000 Name of designer: SC Authority having jurisdiction: CITY OF LA PORTE Notes: (Include peaking information or gridded systems here.) Page 1 Date 4-10-19 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Page 2 Date 4-10-19 City Water Supply: Demand: C1 - Static Pressure : 53 D1 - Elevation 12.127 C2 - Residual Pressure: 26 D2 - System Flow : 162.163 C2 - Residual Flow 1404 D2 - System Pressure 43.445 Hose ( Demand ) : 100 D3 - System Demand : 262.163 Safety Margin 8.344 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 R 60 C1 E 50 D2 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection Page 3 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Fitting Legend Abbrev. Name Yz % 1 1'/4 1'/2 2 2'/2 3 3'/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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 Zig Wilkins 375DA 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. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Page 4 Date 4-10-19 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.789 262.16 43.445 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 85 24.0 5.6 10.1 17.8 86 24.67 10.09 89 24.67 12.18 88 24.67 10.82 87 24.67 10.7 104 24.67 10.7 105 24.67 10.84 90 24.67 12.22 123 24.67 11.12 119 24.67 11.1 120 24.67 11.18 91 24.67 12.63 92 24.67 12.75 93 24.67 12.82 94 24.67 12.88 95 24.67 12.96 96 24.67 12.98 97 24.67 12.98 98 24.67 13.49 99 24.67 13.5 100 24.67 13.5 101 24.67 13.51 TOR2 24.67 14.36 TOR 9.67 22.38 SPG 1.0 26.54 UG1 -4.0 28.72 BFP -4.0 29.12 CITY -4.0 43.45 100.0 102 24.0 5.6 10.1 17.8 103 24.67 10.09 106 24.67 12.93 107 24.67 12.95 108 24.67 12.99 109 24.67 13.1 110 24.67 13.18 111 24.67 13.26 112 24.67 13.43 113 24.0 5.6 10.22 17.91 114 24.67 10.22 115 24.0 5.6 10.24 17.92 116 24.67 10.23 117 24.0 5.6 10.47 18.12 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection 19-0445 Enterprise Morans Point Building A RA3 Page 5 Date 4-10-19 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 118 24.67 10.47 121 24.0 5.6 10.5 18.14 122 24.67 10.5 124 24.0 5.6 10.55 18.19 125 24.67 10.55 126 24.0 5.6 9.77 17.51 127 24.67 9.75 128 24.0 5.6 11.24 18.78 129 24.67 11.26 91A 24.67 12.22 130 24.67 11.89 131 24.67 11.93 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 6 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 85 24 5.60 17.80 1 E 2.0 0.670 120 10.103 to 0.0 2.000 -0.290 86 24.67 17.8 1.049 0.0 2.670 0.1049 0.280 Vel = 6.61 86 24.67 0.0 1 T 5.0 0.750 120 10.093 to 0.0 5.000 0.0 87 24.67 17.8 1.049 0.0 5.750 0.1049 0.603 Vel = 6.61 0.0 87 17.80 10.696 K Factor = 5.44 89 24.67 -35.12 1.5 T 8.0 21.510 120 12.176 to 0.0 8.000 0.0 88 24.67 -35.12 1.61 0.0 29.510 -0.0458 -1.351 Vel = 5.53 88 24.67 17.90 1.5 0.0 10.500 120 10.825 to 0.0 0.0 0.0 87 24.67 -17.22 1.61 0.0 10.500 -0.0123 -0.129 Vel = 2.71 87 24.67 17.80 1.5 0.0 10.490 120 10.696 to 0.0 0.0 0.0 104 24.67 0.58 1.61 0.0 10.490 0.0001 0.001 Vel = 0.09 104 24.67 17.80 1.5 0.0 10.510 120 10.697 to 0.0 0.0 0.0 105 24.67 18.38 1.61 0.0 10.510 0.0138 0.145 Vel = 2.90 105 24.67 17.92 1.5 T 8.0 34.810 120 10.842 to 0.0 8.000 0.0 106 24.67 36.3 1.61 0.0 42.810 0.0487 2.084 Vel = 5.72 0.0 106 36.30 12.926 K Factor = 10.10 90 24.67 -24.34 1.5 2E 8.0 31.493 120 12.225 to T 8.0 16.000 0.0 123 24.67 -24.34 1.61 0.0 47.493 -0.0232 -1.104 Vel = 3.84 123 24.67 18.14 1.5 0.0 14.000 120 11.121 to 0.0 0.0 0.0 119 24.67 -6.2 1.61 0.0 14.000 -0.0019 -0.026 Vel = 0.98 119 24.67 18.12 1.5 0.0 14.000 120 11.095 to 0.0 0.0 0.0 120 24.67 11.92 1.61 0.0 14.000 0.0062 0.087 Vel = 1.88 120 24.67 18.20 1.5 2E 8.0 35.180 120 11.182 to T 8.0 16.000 0.0 107 24.67 30.12 1.61 0.0 51.180 0.0344 1.763 Vel = 4.75 0.0 107 30.12 12.945 K Factor = 8.37 89 24.67 35.12 2.5 0.0 11.740 120 12.176 to 0.0 0.0 0.0 90 24.67 35.12 2.635 0.0 11.740 0.0042 0.049 Vel = 2.07 90 24.67 -45.32 2.5 0.0 8.830 120 12.225 to 0.0 0.0 0.0 91A 24.670 -10.2 2.635 0.0 8.830 -0.0005 -0.004 Vel = 0.60 0.0 91A -10.20 12.221 K Factor = -2.92 90 24.67 69.66 2.5 2L 10.983 16.520 120 12.225 to 0.0 10.983 0.0 91 24.67 69.66 2.635 0.0 27.503 0.0148 0.406 Vel = 4.10 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 7 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 91 24.67 -9.04 2.5 0.0 10.820 120 12.631 to 0.0 0.0 0.0 92 24.67 60.62 2.635 0.0 10.820 0.0114 0.123 Vel = 3.57 92 24.67 -9.83 2.5 0.0 8.180 120 12.754 to 0.0 0.0 0.0 93 24.67 50.79 2.635 0.0 8.180 0.0082 0.067 Vel = 2.99 93 24.67 -9.49 2.5 0.0 10.200 120 12.821 to 0.0 0.0 0.0 94 24.67 41.3 2.635 0.0 10.200 0.0057 0.058 Vel = 2.43 94 24.67 -10.04 2.5 2L 10.983 13.640 120 12.879 to 0.0 10.983 0.0 95 24.67 31.26 2.635 0.0 24.623 0.0033 0.082 Vel = 1.84 95 24.67 -9.88 2.5 0.0 10.000 120 12.961 to 0.0 0.0 0.0 96 24.67 21.38 2.635 0.0 10.000 0.0017 0.017 Vel = 1.26 96 24.67 -10.79 2.5 0.0 13.000 120 12.978 to 0.0 0.0 0.0 97 24.67 10.59 2.635 0.0 13.000 0.0005 0.006 Vel = 0.62 0.0 97 10.59 12.984 K Factor = 2.94 97 24.67 10.59 1.5 T 8.0 86.110 120 12.984 to 2E 8.0 16.000 0.0 98 24.67 10.59 1.61 0.0 102.110 0.0050 0.509 Vel = 1.67 0.0 98 10.59 13.493 K Factor = 2.88 98 24.67 10.59 3 T 20.159 11.750 120 13.493 to 0.0 20.159 0.0 99 24.67 10.59 3.26 0.0 31.909 0.0002 0.005 Vel = 0.41 99 24.67 10.79 3 0.0 10.000 120 13.498 to 0.0 0.0 0.0 100 24.67 21.38 3.26 0.0 10.000 0.0006 0.006 Vel = 0.82 100 24.67 9.88 3 0.0 6.200 120 13.504 to 0.0 0.0 0.0 101 24.67 31.26 3.26 0.0 6.200 0.0011 0.007 Vel = 1.20 101 24.67 130.90 3 T 20.159 7.160 120 13.511 to L 6.72 26.879 0.0 TOR2 24.670 162.16 3.26 0.0 34.039 0.0250 0.851 Vel = 6.23 TOR2 24.670 0.0 3 3L 20.159 20.743 120 14.362 to T 20.159 40.318 6.496 TOR 9.670 162.16 3.26 0.0 61.061 0.0250 1.526 Vel = 6.23 TOR 9.670 0.0 4 B 15.8 14.220 120 22.384 to S 28.968 44.768 3.755 SPG 1 162.16 4.26 0.0 58.988 0.0068 0.400 Vel = 3.65 SPG 1 0.0 6 L 14.183 11.000 140 26.539 to 0.0 14.183 2.166 UG1 -4 162.16 6.28 0.0 25.183 0.0008 0.019 Vel = 1.68 UG1 -4 0.0 6 3L 41.624 460.000 150 28.724 to 0.0 41.625 0.0 BFP -4 162.16 6.09 0.0 501.625 0.0008 0.396 Vel = 1.79 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 8 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf BFP -4 0.0 6 L 13.875 4.000 150 29.120 to G 4.625 64.749 14.271 * * Fixed Loss = 14.271 CITY -4 162.16 6.09 T 46.249 68.749 0.0008 0.054 Vel = 1.79 Zig 0.0 100.00 Qa = 100.00 CITY 262.16 43.445 K Factor = 39.77 102 24 5.60 17.80 1 E 2.0 0.670 120 10.104 to 0.0 2.000 -0.290 103 24.67 17.8 1.049 0.0 2.670 0.1045 0.279 Vel = 6.61 103 24.67 0.0 1 T 5.0 0.750 120 10.093 to 0.0 5.000 0.0 104 24.67 17.8 1.049 0.0 5.750 0.1050 0.604 Vel = 6.61 0.0 104 17.80 10.697 K Factor = 5.44 106 24.67 36.30 3 0.0 12.620 120 12.926 to 0.0 0.0 0.0 107 24.67 36.3 3.26 0.0 12.620 0.0015 0.019 Vel = 1.40 107 24.67 30.12 3 0.0 9.800 120 12.945 to 0.0 0.0 0.0 108 24.67 66.42 3.26 0.0 9.800 0.0048 0.047 Vel = 2.55 108 24.67 26.08 3 0.0 12.080 120 12.992 to 0.0 0.0 0.0 109 24.67 92.5 3.26 0.0 12.080 0.0089 0.107 Vel = 3.56 109 24.67 9.04 3 0.0 7.680 120 13.099 to 0.0 0.0 0.0 110 24.67 101.54 3.26 0.0 7.680 0.0105 0.081 Vel = 3.90 110 24.67 9.83 3 0.0 6.430 120 13.180 to 0.0 0.0 0.0 111 24.67 111.37 3.26 0.0 6.430 0.0124 0.080 Vel = 4.28 111 24.67 9.50 3 0.0 11.870 120 13.260 to 0.0 0.0 0.0 112 24.67 120.87 3.26 0.0 11.870 0.0145 0.172 Vel = 4.65 112 24.67 10.03 3 0.0 4.680 120 13.432 to 0.0 0.0 0.0 101 24.67 130.9 3.26 0.0 4.680 0.0169 0.079 Vel = 5.03 0.0 101 130.90 13.511 K Factor = 35.61 113 24 5.60 17.91 1 E 2.0 0.670 120 10.224 to 0.0 2.000 -0.290 114 24.67 17.91 1.049 0.0 2.670 0.1060 0.283 Vel = 6.65 114 24.67 0.0 1 T 5.0 0.730 120 10.217 to 0.0 5.000 0.0 88 24.67 17.91 1.049 0.0 5.730 0.1061 0.608 Vel = 6.65 0.0 88 17.91 10.825 K Factor = 5.44 115 24 5.60 17.92 1 E 2.0 0.670 120 10.238 to 0.0 2.000 -0.290 116 24.67 17.92 1.049 0.0 2.670 0.1060 0.283 Vel = 6.65 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 9 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 116 24.67 0.0 1 T 5.0 0.750 120 10.231 to 0.0 5.000 0.0 105 24.67 17.92 1.049 0.0 5.750 0.1063 0.611 Vel = 6.65 0.0 105 17.92 10.842 K Factor = 5.44 117 24 5.60 18.12 1 E 2.0 0.670 120 10.473 to 0.0 2.000 -0.290 118 24.67 18.12 1.049 0.0 2.670 0.1082 0.289 Vel = 6.73 118 24.67 0.0 1 T 5.0 0.750 120 10.472 to 0.0 5.000 0.0 119 24.67 18.12 1.049 0.0 5.750 0.1083 0.623 Vel = 6.73 0.0 119 18.12 11.095 K Factor = 5.44 121 24 5.60 18.14 1 E 2.0 0.670 120 10.496 to 0.0 2.000 -0.290 122 24.67 18.14 1.049 0.0 2.670 0.1086 0.290 Vel = 6.73 122 24.67 0.0 1 T 5.0 0.750 120 10.496 to 0.0 5.000 0.0 123 24.67 18.14 1.049 0.0 5.750 0.1087 0.625 Vel = 6.73 0.0 123 18.14 11.121 K Factor = 5.44 124 24 5.60 18.19 1 E 2.0 0.670 120 10.553 to 0.0 2.000 -0.290 125 24.67 18.19 1.049 0.0 2.670 0.1090 0.291 Vel = 6.75 125 24.67 0.0 1 T 5.0 0.750 120 10.554 to 0.0 5.000 0.0 120 24.67 18.19 1.049 0.0 5.750 0.1092 0.628 Vel = 6.75 0.0 120 18.19 11.182 K Factor = 5.44 126 24 5.60 17.51 1 E 2.0 0.670 120 9.772 to 0.0 2.000 -0.290 127 24.67 17.51 1.049 0.0 2.670 0.1019 0.272 Vel = 6.50 127 24.67 0.0 1 2T 10.0 9.050 120 9.754 to E 2.0 12.000 0.0 130 24.67 17.51 1.049 0.0 21.050 0.1017 2.141 Vel = 6.50 0.0 130 17.51 11.895 K Factor = 5.08 128 24 5.60 18.78 1 E 2.0 0.670 120 11.241 to 0.0 2.000 -0.290 129 24.67 18.78 1.049 0.0 2.670 0.1157 0.309 Vel = 6.97 129 24.67 0.0 1 T 5.0 0.750 120 11.260 to 0.0 5.000 0.0 131 24.670 18.78 1.049 0.0 5.750 0.1157 0.665 Vel = 6.97 0.0 131 18.78 11.925 K Factor = 5.44 91A 24.670 -10.20 1.5 T 8.0 54.240 120 12.221 to 2E 8.0 16.000 0.0 130 24.67 -10.2 1.61 0.0 70.240 -0.0046 -0.326 Vel = 1.61 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 10 19-0445 Enterprise Morans Point Building A RA3 Date 4-10-19 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 130 24.67 17.51 1.5 E 4.0 8.100 120 11.895 to 0.0 4.000 0.0 131 24.670 7.31 1.61 0.0 12.100 0.0025 0.030 Vel = 1.15 131 24.670 18.78 1.5 T 8.0 32.410 120 11.925 to 0.0 8.000 0.0 108 24.67 26.09 1.61 0.0 40.410 0.0264 1.067 Vel = 4.11 0.0 108 26.09 12.992 K Factor = 7.24 91 24.67 9.04 1.5 3T 24.0 90.140 120 12.631 to 3E 12.0 36.000 0.0 109 24.67 9.04 1.61 0.0 126.140 0.0037 0.468 Vel = 1.42 0.0 109 9.04 13.099 K Factor = 2.50 92 24.67 9.83 1.5 2T 16.0 82.020 120 12.754 to 0.0 16.000 0.0 110 24.67 9.83 1.61 0.0 98.020 0.0043 0.426 Vel = 1.55 0.0 110 9.83 13.180 K Factor = 2.71 93 24.67 9.49 1.5 2T 16.0 83.780 120 12.821 to 2E 8.0 24.000 0.0 111 24.67 9.49 1.61 0.0 107.780 0.0041 0.439 Vel = 1.50 0.0 111 9.49 13.260 K Factor = 2.61 94 24.67 10.04 1.5 3T 24.0 86.670 120 12.879 to 3E 12.0 36.000 0.0 112 24.67 10.04 1.61 0.0 122.670 0.0045 0.553 Vel = 1.58 0.0 112 10.04 13.432 K Factor = 2.74 95 24.67 9.88 1.5 2T 16.0 91.800 120 12.961 to 4E 16.0 32.000 0.0 100 24.67 9.88 1.61 0.0 123.800 0.0044 0.543 Vel = 1.56 0.0 100 9.88 13.504 K Factor = 2.69 96 24.67 10.79 1.5 2T 16.0 84.860 120 12.978 to 0.0 16.000 0.0 99 24.67 10.79 1.61 0.0 100.860 0.0052 0.520 Vel = 1.70 0.0 99 10.79 13.498 K Factor = 2.94 Computer Programs by Hydratec Inc. Revision: 50.53.5 Hydraulic Calculations by Hyd raCAL Capital Fire Protection 3350 Rogerdale, Suite E Houston Tx. 77042 713-781-4000 Job Name ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Drawing 3 Location LEVEL 2 PREACTION SYSTEM RA4 Remote Area 4 Contract Data File 19-0445 Enterprise Morans Point Building A Area 4.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORGANS POINT BUILDING A LV2 PA Location: LEVEL 2 PREACTION SYSTEM RA4 Drawing no: 3 Date: 4-9-2019 Design Remote area number. 4 Remote area location: LEVEL 2 PREACTIONS SYTEM Occupancy classification: OH-GP1 Density: .15 - Gpm/SgFt Area of application: ENTIRE - SgFt Coverage per sprinkler. 80 - SgFt Type of sprinklers calculated: Q.R SSU No. of sprinklers calculated: 3 In -rack demand: - GPM Hose streams: 250 - GPM Total water required (including hose streams): 295.251 -GPM Type of system: Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2018 Location: JOBSITE Source: FLOW TEST RECORD BY 3RD PARTY TESTER Name of contractor: Capital Fire Protection Address: 3350 Rogerdale, Suite E / Houston / Tx. 77042 Phone number: 713-781-4000 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) @ 41.7845 -Psi Page 1 Date 4-9-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 2 Date 4-9-2019 City Water Supply: Demand: C1 - Static Pressure : 53 D1 - Elevation 12.387 C2 - Residual Pressure: 26 D2 - System Flow : 45.251 C2 - Residual Flow 1404 D2 - System Pressure 41.784 Hose ( Demand ) : 250 D3 - System Demand : 295.251 Safety Margin 9.707 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 E 50 D2 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 3 Date 4-9-2019 Fitting Legend Abbrev. Name '/2 % 1 1'/4 1'/2 2 2'/2 3 3'/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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 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 Zig Wilkins 375DA 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. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Page 4 Date 4-9-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 53.0 26 1404.0 51.491 295.25 41.784 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes S1 24.6 5.6 7.0 14.82 S2 24.6 5.6 7.16 14.98 S3 24.6 5.6 7.62 15.45 L1 24.2 7.6 L2 24.2 7.76 L3 24.2 8.25 L4 24.2 8.47 PAV 3.0 20.91 C2 9.67 21.88 TOR 9.67 21.96 SPG 1.0 25.75 UG1 -4.0 27.92 BFP -4.0 27.95 CITY -4.0 41.78 250.0 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 5 ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Date 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf S1 24.600 5.60 14.82 1 T 3.568 0.500 100 7.000 to 0.0 3.568 0.173 L1 24.200 14.82 1.049 0.0 4.068 0.1047 0.426 Vel = 5.50 0.0 L1 14.82 7.599 K Factor = 5.38 S2 24.600 5.60 14.98 1 T 3.568 0.500 100 7.156 to 0.0 3.568 0.173 L2 24.200 14.98 1.049 0.0 4.068 0.1069 0.435 Vel = 5.56 0.0 L2 14.98 7.764 K Factor = 5.38 S3 24.600 5.60 15.45 1 T 3.568 0.500 100 7.616 to 0.0 3.568 0.173 L3 24.200 15.45 1.049 0.0 4.068 0.1131 0.460 Vel = 5.74 0.0 L3 15.45 8.249 K Factor = 5.38 L1 24.200 14.82 1.25 0.0 6.000 100 7.599 to 0.0 0.0 0.0 L2 24.200 14.82 1.38 0.0 6.000 0.0275 0.165 Vel = 3.18 L2 24.200 14.98 1.25 T 4.282 2.790 100 7.764 to 0.0 4.282 0.0 L4 24.200 29.8 1.38 0.0 7.072 0.1003 0.709 Vel = 6.39 0.0 L4 29.80 8.473 K Factor = 10.24 L3 24.200 15.45 1.25 T 4.282 3.250 100 8.249 to 0.0 4.282 0.0 L4 24.200 15.45 1.38 0.0 7.532 0.0297 0.224 Vel = 3.31 L4 24.200 29.80 2 6E 21.411 78.540 100 8.473 to T 7.137 28.548 9.182 PAV 3 45.25 2.067 0.0 107.088 0.0304 3.251 Vel = 4.33 PAV 3 0.0 1.5 E 2.855 12.000 100 20.906 to T 5.71 25.694 -2.889 C2 9.670 45.25 1.61 Eql 17.129 37.694 0.1025 3.865 Vel = 7.13 C2 9.670 0.0 3 L 6.72 4.910 120 21.882 to T 20.159 26.879 0.0 TOR 9.670 45.25 3.26 0.0 31.789 0.0024 0.075 Vel = 1.74 TOR 9.670 0.0 4 B 15.8 14.220 120 21.957 to S 28.968 44.768 3.755 SPG 1 45.25 4.26 0.0 58.988 0.0006 0.038 Vel = 1.02 SPG 1 0.0 6 L 14.183 11.000 140 25.750 to 0.0 14.183 2.166 UG1 -4 45.25 6.28 0.0 25.183 0 0.001 Vel = 0.47 UG1 -4 0.0 6 3L 41.624 460.000 150 27.917 to 0.0 41.625 0.0 BFP -4 45.25 6.09 0.0 501.625 0.0001 0.037 Vel = 0.50 BFP -4 0.0 6 L 13.875 4.000 150 27.954 to G 4.625 64.749 13.825 * ' Fixed Loss = 13.825 CITY -4 45.25 6.09 T 46.249 68.749 0.0001 0.005 Vel = 0.50 Zig 0.0 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 6 ENTERPRISE MORGANS POINT BUILDING A LV2 PA RA4 Date 4-9-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 250.00 Qa = 250.00 CITY 295.25 41.784 K Factor = 45.68 Computer Programs by Hydratec Inc. Revision: 50.53.5 hFI`6�: -Vd•1�^1�" - � . ��• - 1:.:'•".•�J , Y=:COVE<p:k�::. � . Nt4UST0N'Y>< 77035-9632' EF€f cYi�e"tSATE 0*: 22011 Chris.Conneaiy, State Fire.Marstll::;- :- .: • - Registered Location(s): 3350 RODGERDALE STE E HOUSTON TX 77042 I Elm Issued To: Capital Fire Protection LLC DATE ISSUED: April 13,2018 Chris Connealy, State Fire Marshal S F () i I I I 10 � - -'v, I To receive news and updates from the SFMO concerning Fire Industry Lice nsin g,:sign up for the SFMC) Licensing eNews Update at http://www.tdi.texas.gov/alert/esfmolicen:sing.htmi ACCPRo DATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 2/15//DDN THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Janet Williams Adams Insurance Service, Inc. PHONE FAX 427 West 20th Street, Suite 501 A/c No Ext : 713-869-8346 A/c No): Houston TX 77008 ADDRESS: jwilliams@adamsins.com INSURERA: Nautilus Insurance Company 17370 INSURED CAPIFIR-01 INSURER B: Employers Mutual Casualty Company 21415 Capital Fire Protection, LLC P.O. Box 422156 INSURERC: Union Insurance Company of Providence 21423 Houston TX 77242-4356 INSURERD: INSURER E : COVERAGES CERTIFICATE NUMBER: 1317088003 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY POLICY NUMBER MM/DD EFF POLICY MM/DD EXP LIMITS LTR A X COMMERCIAL GENERAL LIABILITY Y Y ECP201395514 2/20/2019 2/20/2020 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY Fk] ECT LOC PRODUCTS -COMP/OP AGG $ 2,000,000 $ OTHER: $25,000 Ded. B AUTOMOBILE LIABILITY Y Y 4E88647 2/20/2019 2/20/2020 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY A UMBRELLA LIAB X OCCUR Y Y FFX201395614 2/20/2019 2/20/2020 EACH OCCURRENCE $ 5,000,000 X AGGREGATE $ 5,000,000 EXCESS LIAB CLAIMS -MADE DED I X I RETENTION $ n $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE Y 41188647 2/20/2019 2/20/2020 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? N / A E.L. DISEASE - EA EMPLOYEE $ 1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 B Contractors Equipment 4C88647 2/20/2019 2/20/2020 150,000 per item A Contractors Pollution Professional ECP201395514 2/20/2019 2/20/2020 Feased/Rented oll. Condition laim 1,000,000 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) THE AUTOMOBILE POLICY INCLUDES THE FOLLOWING ENDORSEMENTS: 1) CA 7450 1117-BLANKET ADDITIONAL INSURED AS REQUIRED BY WRITTEN CONTRACT EXECUTED PRIOR TO THE BODILY INJURY OR PROPERTY DAMAGE. 2) CA 7450 1117-BLANKET WAIVER OF SUBROGATION AS REQUIRED BY WRITTEN CONTRACT. 3) IL 7447.6 1017-NOTICE OF CANCELLATION-30 DAYS BLANKET AS REQUIRED BY WRITTEN CONTRACT. THE GENERAL LIABILITY POLICY INCLUDES THE FOLLOWING ENDORSEMENTS: 1) ENV2217 0618-NOTICE OF CANCELLATION-30 DAY BLANKET AS REQUIRED BY WRITTEN CONTRACT. 2) ENV2013 0618-BLANKET WAIVER OF SUBROGATION WHEN REQUIRED IN A WRITTEN CONTRACT OR AGREEMENT. 3) ECP1005 0816-WHO IS AN INSURED IS AMENDED TO INCLUDE AS ADDITIONAL INSURED ANY PERSON OR ORGANIZATION WHEN YOU HAVE AGREED IN A WRITTEN CONTRACT THAT SUCH PERSON OR ORGANIZATION BE ADDED AS AN ADDITIONAL INSURED ON YOUR See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CITY OF LA PORTE ACCORDANCE WITH THE POLICY PROVISIONS. CITY HALL AUTH RIZEDREPRESENTATIVE 604 W. FAIRMONT LA PORTE TX 77571 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: CAPIFIR-01 LOC #: ACOR" AGENCY Adams Insurance Service, Inc. POLICY NUMBER CARRIER ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE NAIC CODE NAMED INSURED Capital Fire Protection, LLC P.O. Box 422156 Houston TX 77242-4356 EFFECTIVE DATE: THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Page 1 of 1 POLICY. PRIMARY & NON-CONTRIBUTORY BASIS IF THE ADDITIONAL INSURED SPECIFICALLY AGREED IN A WRITTEN CONTRACT THAT THE INSURANCE BE PRIMARY & WHEN COVERAGE IS PROVIDED ON A PRIMARY BASIS WE WILL NOT SEEK CONTRIBUTION FROM ANY OTHER INSURANCE AVAILABLE TO THE ADDITIONAL INSURED IF A WRITTEN CONTRACT REQUIRES THAT THIS INSURANCE BE NON-CONTRIBUTORY. 4) ECP1058 0816-BLANKET ADDITIONAL INSURED - LESSOR OR LEASED EQUIPMENT WHEN REQUIRED BY WRITTEN CONTRACT. 5) ECP1021 1006-DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT. E WORKERS COMPENSATION POLICY INCLUDES THE FOLLOWING ENDORSEMENTS: 1) WC420304B 0614-WAIVER OF SUBROGATION -BLANKET DIVER FOR ANY PERSON OR ORGANIZATION FOR WHOM THE NAMED INSURED HAS AGREED BY WRITTEN CONTRACT TO FURNISH THIS DIVER. 2) WC420601 0194-NOTICE OF CANCELLATION-30 DAYS BLANKET AS REQUIRED BY WRITTEN CONTRACT. THE UMBRELLA/EXCESS LIABILITY POLICY APPLIES IN EXCESS OF THE UNDERLYING GENERAL LIABILITY, AUTOMOBILE LIABILITY AND EMPLOYERS LIABILITY POLICIES ABOVE INCLUDING FOLLOWING THE TERMS OF ANY ADDITIONAL INSURED ENDORSEMENTS. THE POLICY FOLLOWS THE TERMS AND CONDITIONS OF SUCH UNDERLYING POLICIES UNLESS THEY ARE INCONSISTENT WITH THE TERMS OF THE POLICY. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Insured: CAPITAL FIRE PROTECTION, LLC Policy #: ECP201395514 Policy Period: 2/20/2019 to 2/20/2020 ENDORSEMENT This endorsement forms a part of the policy to which it is attached. Please read it carefully. ADDITIONAL INSURED — COVERAGE A, B & D — SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: ENVIRONMENTAL COMBINED POLICY In consideration of the premium charged and notwithstanding anything contained in the policy to the contrary, it is hereby agreed and understood that this endorsement shall apply only to the Coverage Part(s) corresponding with the box or boxes marked below. X COVERAGES PARTS A AND B — GENERAL LIABILITY ❑ COVERAGE D — CONTRACTORS POLLUTION LIABILITY SCHEDULE Any person or organization that you are required by written contract or agreement Name of Person or Organization: to include as an additional insured. Any location. Job Description/Location: SECTION III — WHO IS AN INSURED is amended to include as an insured, with respect to Coverage A, B and D, any person(s) or organization(s) shown in the schedule above. Such additional insured status applies only: 1. Under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY and COVERAGE B PERSONAL AND ADVERTISING INJURY LIABILITY for claims or suits resulting from: a. Your work performed for such person(s) or organization(s) in the performance of your ongoing operations for the additional insured; or b. Your work performed for such person(s) or organization(s) and included in the products -completed operations hazard. 2. Under COVERAGE D CONTRACTORS POLLUTION LIABILITY for claims or suits arising out of out pollution conditions that are the results of: a. Your work performed for such person(s) or organization(s) in the performance of your ongoing operations for the additional insured; or b. Your work performed for such person(s) or organization(s) and included in the products -completed operations hazard. With respect to damages caused by your work, as described above, the coverage provided hereunder shall be primary and not contributing with any other insurance available to those person(s) or organization(s) shown in the schedule above. ECP 1005 08 16 Page 1 of 2 Insured: CAPITAL FIRE PROTECTION, LLC Policy #: ECP201395514 Policy Period: 2/20/2019 to 2/20/2020 ENDORSEMENT This endorsement forms a part of the policy to which it is attached. Please read it carefully. ADDITIONAL INSURED - LESSOR OF LEASED EQUIPMENT In consideration of the premium charged and notwithstanding anything contained in this policy to the contrary, it is hereby agreed and understood that this endorsement shall apply only to the Coverage Part(s) corresponding with the box or boxes marked below. X COVERAGES PARTS A AND B — GENERAL LIABILITY ❑ COVERAGE D — CONTRACTORS POLLUTION LIABILITY Name Of Additional Insured Person(s) Or Organization(s): Any person or organization that you are required by written contract or agreement to include as an additional insured Information required to complete this Schedule, if not shown above, will be shown in the Declarations. SECTION III — WHO IS AN INSURED is amended to include as an insured the person(s) or organization(s) shown in the schedule above, but only with respect to their liability arising out the maintenance, operation or use by you of equipment leased to you by such person(s) or organization(s). 2. With respect to the insurance afforded to the person(s) or organization(s) scheduled above, their status as an insured ends when their contract or agreement with you for such leased equipment ends. 3. The coverage provided by this endorsement shall not apply to: a. Claims or suits based upon or arising from an actual or alleged act, error or omission in the performance of professional services of the person(s) or organization(s) shown in the schedule above. b. Any occurrence which takes place after the equipment lease expires. ALL OTHER TERMS AND CONDITIONS OF THE POLICY SHALL APPLY AND REMAIN UNCHANGED. ECP 1058 08 16 Page 1 of 1 Insured: CAPITAL FIRE PROTECTION, LLC Policy #: ECP201395514 Policy Period: 2/20/2019 to 2/20/2020 ENDORSEMENT This endorsement forms a part of the policy to which it is attached. Please read it carefully. WAIVER OF SUBROGATION — SCHEDULED ENTITIES It is agreed that the Company, in the event of any payment under this policy, waives its right of recovery against the person(s) or organization(s) shown in the schedule below, but only at the specific written request of the Named Insured either before or after loss, wherein such waiver of subrogation has been included before loss as part of a written contractual undertaking by the Named Insured. This waiver of subrogation shall apply only with respect to losses occurring due to operations undertaken as per the specific contract existing between the Named Insured and such person(s) or organization(s) shown in the schedule below and shall not be construed to be a waiver of subrogation with respect to other operations of such person(s) or organization(s) shown in the schedule below in which the Named Insured has no contractual interest. No waiver of subrogation shall directly or indirectly apply to any employee, employees or agents of either the Named Insured or of the person(s) or organization(s) shown in the schedule below, and the Company reserves its right or lien to be reimbursed from any recovery funds obtained by any injured employee. This waiver of subrogation does not apply in any jurisdiction or situation where such waiver is held to be illegal or against public policy or in any situation wherein the person(s) or organization(s) shown in the schedule below against whom subrogation is to be waived is found to be solely negligent. SCHEDULE Name of Person(s) or Organization(s): Any person or organization that you are required by written contract or agreement to provide a waiver of subrogation ALL OTHER TERMS AND CONDITIONS OF THE POLICY SHALL APPLY AND REMAIN UNCHANGED. ENV 2013 06 18 Page 1 of 1 Insured: CAPITAL FIRE PROTECTION, LLC Policy #: ECP201395514 Policy Period: 2/20/2019 to 2/20/2020 ENDORSEMENT This endorsement forms a part of the policy to which it is attached. Please read it carefully. NOTICE OF CANCELLATION TO DESIGNATED ENTITIES SCHEDULE Name of Person(s) or Organization(s) Per written request(s) of the named insured on file with the company. In consideration of an additional premium of $150 and notwithstanding anything contained in the policy to the contrary, it is hereby agreed and understood if the Company cancels this policy on or before the expiration date of the policy, the Company will mail or deliver to the person(s) or organization(s) shown in the schedule above, written notice of cancellation to the address included above not less than 30 days prior to the effective date of cancellation. Proof of mailing of notice shall be sufficient proof of notice. The effective date and hour of cancellation stated in the notice shall be the end of the policy period. This endorsement shall not apply for the following reasons: non-payment of premium, or b. the policy is non -renewed for any reason. ALL OTHER TERMS AND CONDITIONS OF THE POLICY SHALL APPLY AND REMAIN UNCHANGED. ENV 2217 06 18 Page 1 of 1 Insured: CAPITAL FIRE PROTECTION, LLC Policy #: ECP201395514 Policy Period: 2/20/2019 to 2/20/2020 ENDORSEMENT This endorsement forms a part of the policy to which it is attached. Please read it carefully. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT SCHEDULE Designated Construction Projects: All projects of the named insured. A. For all sums which the insured becomes legally obligated to pay as damages caused by occurrences under SECTION I — COVERAGE A which can be attributed only to ongoing operations as shown in the schedule above: 1. A separate Designated Construction Project Limit applies to each designated construction project and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations page. 2. Except for damages because of bodily injury or property damage included in the products -completed operations hazard, the Designated Construction Project Limit is the most we will pay for the sum of all damages under SECTION I —COVERAGE A regardless of the number of: Insureds; b. Claims made or suits brought; or Persons or organizations making claims or bringing suits. Any payments made under SECTION I —COVERAGE A for damages shall reduce the Designated Construction Project Limit for that designated construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations page nor shall they reduce any other Designated Construction Project Limit, except as affected by the Designated Construction Project Aggregate Limit described below. 4. The limits shown in the Declarations page for Each Occurrence and Damage to Premises Rented to you continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Construction Project Limit. The Designated Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under the Designated Construction Project Limit, described in 1. and 2. above. b. Regardless of the number of construction projects or designated construction projects covered under this policy, the most we will pay as the Designated Construction Project General Aggregate is $2,000,000 per project. B. For all sums which the insured becomes legally obligated to pay as damages caused by occurrences under SECTION I —COVERAGE A which cannot be attributed only to ongoing operations as shown in the schedule above: 1. Any payments made under SECTION I —COVERAGE A for damages shall reduce the amount available under the General Aggregate Limit or the Products Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Designated Construction Project General Aggregate Limit. ECP 1021 10 06 Page 1 of 2 C. When coverage for liability arising out of the products -completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products -completed operations hazard will reduce the Products -Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction Project General Aggregate Limit. D. If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. The provisions of SECTION IV — LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. ECP 1021 10 06 Page 2 of 2 Insured: CAPITAL FIRE PROTECTION, LLC Policy #: 4E88647 Policy Period: 2/20/2019 to 2/20/2020 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL AUTO ELITE EXTENSION This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM The BUSINESS AUTO COVERAGE FORM is amended to include the following clarifications and extensions of coverage. With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. TEMPORARY SUBSTITUTE AUTO PHYSICAL DAMAGE Section I — Covered Autos Paragraph C. Certain Trailers, Mobile Equipment, and Temporary Substitute Autos is amended by adding the following: If Physical Damage Coverage is provided by this coverage form for an "auto" you own, the Physical Damage Coverages provided for that owned "auto" are extended to any "auto" you do not own while used with the permission of its owner as a temporary substitute for the covered "auto" you own that is out of service because of breakdown, repair, servicing, "loss" or destruction. rage provided is the same coverage provided for the vehicle being replaced. B. AUTOMATIC ADDITIONAL INSUREDS ho Is An Insured provision uncleLgoll- Autos Liability overage is c anged to include the following as an "insured": 1. Where Required by a Contract or Agreement the following is added: The Who Is An Insured provision contained in the Business Auto Coverage Form is amended to add the following: Any person or organization whom you become obligated to include as an additional insured under this policy, as a result of any contract or agreement you enter into which requires you to furnish insurance to that person or organization of the type provided by this policy, but only with respect to liability covered by the terms of this policy, arising out of the use of a covered "auto" you own, hire or borrow and resulting from the acts or omissions by you, any of your "employees" or agents. The insurance provided herein will not exceed: C. EMPLOYEES AS INSUREDS The following is added to the Section II — Covered Autos Liability Coverage, Paragraph A.1. Who Is An Insured provision: Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow in your business or your personal affairs. D. EMPLOYEE HIRED AUTOS 1. Changes In Covered Autos Liability Coverage The following is added to the Who Is An Insured provision: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a \ contract or agreement in an "employee's" /) name, with your permission, while performing duties related to the conduct of your business. 2. Changes In General Conditions Paragraph 5.b. of the Other Insurance Condition in the Business Auto Coverage Form is replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: a. Any covered "auto" you lease, hire, rent or borrow; and b. Any covered "auto" hired or rented by your "employee" under a contract in an "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". E. NEWLY FORMED OR ACQUIRED ORGANIZATIONS (1) The coverage and/or limits of this policy, or Section II — Covered Autos Liability Coverage, (2) The coverage and/or limits required by said A.1. Who Is An Insured is amended by adding the contract or agreement, following: whichever is less. CA7450(11-17) Includes copyrighted material of ISO Properties, Inc. with its permission. Page 1 of 5 Any organization which you acquire or form after the effective date of this policy in which you maintain ownership or majority interest. However: (1) Coverage under this provision is afforded only up to 180 days after you acquire or form the organization, or to the end of the policy period, whichever is earlier. (2) Any organization you acquire or form will not be considered an "insured" if: (a) The organization is a partnership or a joint venture; or (b) That organization is covered under other similar insurance. (3) Coverage under this provision does not apply to any claim for "bodily injury" or "property damage" resulting from an "accident" that occurred before you formed or acquired the organization. F. SUBSIDIARIES AS INSUREDS Section II — Covered Autos Liability Coverage, A.1. Who Is An Insured is amended by adding the following: Any legally incorporated subsidiary in which you own more than 50% of the voting stock on the effective date of this policy. However, "insured" does not include any subsidiary that is an "insured" under any other automobile liability policy or was an "insured" under such a policy but for termination of that policy or the exhaustion of the policy's limits of liability. G. SUPPLEMENTARY PAYMENTS Section II — Covered Autos Liability Coverage, A.2.a. Coverage Extensions, Supplementary Payments (2) and (4) are replaced by the following: (2) Up to $5,000 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. H. FELLOW EMPLOYEE COVERAGE In those jurisdictions where, by law, fellow employees are not entitled to the protection afforded to the employer by workers compensation exclusivity rule, or similar protection. The following provision is added: Subparagraph 5. of Paragraph B. Exclusions in Section II — Covered Autos Liability Coverage does not apply if the "bodily injury" results from the use of a covered "auto" you own or hire. I. TOWING Section III — Physical Damage Coverage, A.2. Towing is replaced with the following: We will pay for towing and labor costs incurred, subject to the following: a. Up to $100 each time a covered "auto" of the private passenger type is disabled; or b. Up to $500 each time a covered "auto" other than the private passenger type is disabled. However, the labor must be performed at the place of disablement. J LOCKSMITH SERVICES Section III — Physical Damage Coverage, A.4. Coverage Extensions is amended by adding the following: We will pay up to $250 per occurrence for necessary locksmith services for keys locked inside a covered private passenger "auto". The deductible is waived for these services. K. TRANSPORTATION EXPENSES Section III — Physical Damage Coverage, A.4. Coverage Extensions Subparagraph a. Transportation Expenses is replaced by the following: (1) We will pay up to $75 per day to a maximum of $2,500 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Cause Of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expirations, when the covered "auto" is returned to use or we pay for its "loss". (2) If the temporary transportation expenses you incur arise from your rental of an "auto" of the private passenger type, the most we will pay is the amount it costs to rent an "auto" of the private passenger type which is of the same like kind and quality as the stolen covered "auto". L. AUDIO, VISUAL, AND DATA ELECTRONIC EQUIPMENT COVERAGE ADDED LIMITS Audio, Visual, And Data Electronic Equipment Coverage Added Limits of $5,000 Per "Loss" are in addition to the sublimit in Paragraph C.1.b. of the Limits Of Insurance provision under Section III — Physical Damage Coverage. M. HIRED AUTO PHYSICAL DAMAGE Section III — Physical Damage Coverage, A.4. Coverage Extensions is amended by adding the following: CA7450(11-17) Includes copyrighted material of ISO Properties, Inc. with its permission. Page 2 of 5 If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss, or Collision coverage is provided for any "auto" you own, then the Physical Damage coverages provided are extended to "autos" you hire, subject to the following limit and deductible: (1) The most we will pay for loss to any hired "auto" is the lesser of Actual Cash Value or Cost of Repair, minus the deductible. (2) The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. No deductible applies to "loss" caused by fire or lightning. (3) Subject to the above limit and deductible provisions, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. We will pay up to $1,000, in addition to the limit above, for loss of use of a hired auto to a leasing or rental concern for a monetary loss sustained, provided it results from an "accident" for which you are legally liable. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". N. AUTO LOAN OR LEASE COVERAGE Section III — Physical Damage Coverage Paragraph A.4. Coverage Extensions is amended by the addition of the following: In the event of a total "loss" to a covered "auto" which is covered under this policy for Comprehensive, Specified Cause of Loss, or Collision coverage, we will pay any unpaid amount due, including up to a maximum of $500 for early termination fees or penalties, on the lease or loan for a covered "auto", less: 1. The amount paid under the Physical Damage Coverage Section of the policy; and 2. Any: a. Overdue lease/loan payments at the time of the "loss"; b. Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; c. Security deposits not returned by the lessor; d. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and O. PERSONAL PROPERTY OF OTHERS Section III — Physical Damage Coverage, A.4. Coverage Extensions is amended by adding the following: We will pay up to $500 for loss to personal property of others in or on your covered "auto." This coverage applies only in the event of "loss" to your covered "auto" caused by fire, lightning, explosion, theft, mischief or vandalism, the covered "auto's" collision with another object, or the covered "auto's" overturn. No deductibles apply to this coverage. P. PERSONAL EFFECTS COVERAGE Section III — Physical Damage Coverage, A.4. Coverage Extensions is amended by adding the following: We will pay up to $500 for "loss" to your personal effects not otherwise covered in the policy or, if you are an individual, the personal effects of a family member, that is in the covered auto at the time of the "loss". For the purposes of this extension personal effects means tangible property that is worn or carried by an insured including portable audio, visual, or electronic devices. Personal effects does not include tools, jewelry, guns, money and securities, or musical instruments Q. EXTRA EXPENSE FOR STOLEN AUTO Section III — Physical Damage Coverage, A.4. Coverage Extensions is amended by adding the following: We will pay up to $1,000 for the expense incurred returning a stolen covered "auto" to you because of the total theft of such covered "auto". Coverage applies only to those covered "autos" for which you carry Comprehensive or Specified Causes Of Loss Coverage. R. RENTAL REIMBURSEMENT Section III — Physical Damage Coverage, A.4. Coverage Extensions is amended by adding the following: 1. This coverage applies only to a covered "auto" for which Physical Damage Coverage is provided on this policy. 2. We will pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of "loss" to a covered "auto". Payment applies in addition to the otherwise applicable amount of each coverage you have on a covered "auto". No deductibles apply to this coverage. e. Carry-over balances from previous loans or 3. We will pay only for those expenses incurred leases. during the policy period beginning 24 hours Coverage does not apply to any unpaid amount after the "loss" and ending, regardless of the due on a loan for which the covered "auto" is not policy's expiration, with the lesser of the the sole collateral. following number of days. CA7450(11-17) Includes copyrighted material of ISO Properties, Inc. with its permission. Page 3 of 5 a. The number of days reasonably required to repair or replace the covered "auto". If "loss" is caused by theft, this number of days is added to the number of days it takes to locate the covered "auto" and return it to you; or b. 30 days. 4. Our payment is limited to the lesser of the following amounts: a. Necessary and actual expenses incurred; or b. $75 per day, subject to a $2,250 limit. 5. This coverage does not apply while there are spare or reserve "autos" available to you for your operations. 6. If "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under the Physical Damage — Transportation Expense Coverage Extension included in this endorsement. 7. Coverage provided by this extension is excess over any other collectible insurance and/or endorsement to this policy. S. AIRBAG COVERAGE Section III — Physical Damage Coverage, B.3.a. Exclusions is amended by adding the following: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion relating to mechanical breakdown does not apply to the accidental discharge of an airbag. T. NEW VEHICLE REPLACEMENT COST The following is added to Paragraph C. Limit Of Insurance of Section III — Physical Damage Coverage In the event of a total "loss" to your new covered auto of the private passenger type or vehicle having a gross vehicle weight of 20,000 pounds or less, to which this coverage applies, we will pay at your option: a. The verifiable new vehicle purchase price you paid for your damaged vehicle, not including any insurance or warranties. b. The purchase price, as negotiated by us, of a new vehicle of the same make, model, and equipment, or most similar model available, not including any furnishings, parts, or equipment not installed by the manufacturer or their dealership. c. The market value of your damaged vehicle, not including any furnishings, parts, or equipment not installed by the manufacturer or their dealership. We will not pay for initiation or set up costs associated with a loans or leases. For the purposes of this coverage extension a new covered auto is defined as an "auto" of which you are the original owner that has not been previously titled which you purchased less than 180 days prior to the date of loss. U. LOSS TO TWO OR MORE COVERED AUTOS FROM ONE ACCIDENT Section III — Physical Damage Coverage, D. Deductible is amended by adding the following: If a Comprehensive, Specified Causes of Loss or Collision Coverage "loss" from one "accident" involves two or more covered "autos", only the highest deductible applicable to those coverages will be applied to the "accident". If the application of the highest deductible is less favorable or more restrictive to the insured than the separate deductibles as applied in the standard form, the standard deductibles will apply. This provision only applies if you carry Comprehensive, Collision or Specified Causes of Loss Coverage for those vehicles, and does not extend coverage to any covered "autos" for which you do not carry such coverage. V. WAIVER OF DEDUCTIBLE — GLASS REPAIR OR REPLACEMENT Section III — Physical Damage Coverage, D. Deductible is amended by adding the following: If a Comprehensive Coverage deductible is shown in the Declarations it does not apply to the cost of repairing or replacing damaged glass. W. DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT, OR LOSS Section IV — Business Auto Conditions, A.2. Duties In The Event Of Accident, Claim, Suit Or Loss is amended by adding the following: Your obligation to notify us promptly of an "accident", claim, "suit" or "loss" is satisfied if you send us the required notice as soon as practicable after your Insurance Administrator or anyone else designated by you to be responsible for insurance matters is notified, or in any manner made aware, of an "accident", claim, "suit" WAIVER OF TRANSFER OF RIGHTS OF RECOVERY Subparagrap onditions of Section IV — Business Auto Conditions is deleted in its entirety and replaced with the following. Transfer Of Rights Of Recovery Against Others To Us If any person or organization to or for whom we make payment under this Coverage Form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them. CA7450(11-17) Includes copyrighted material of ISO Properties, Inc. with its permission. Page 4 of 5 However, we waive any right of recovery we may have against any person, or organization with whom you have a written contract, agreement or permit executed prior to the "loss" that requires a waiver of recovery for payments made for damages arising out of your operations done under contract with such person or organization. Y. UNINTENTIONAL FAILURE TO DISCLOSE EXPOSURES Section IV — Business Auto Conditions, B.2. Concealment, Misrepresentation, Or Fraud is amended by adding the following: If you unintentionally fail to disclose any exposures existing at the inception date of this policy, we will not deny coverage under this Coverage Form solely because of such failure to disclose. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non - renewal. Z. MENTAL ANGUISH Section V — Definitions, C. is replaced by the following: "Bodily injury' means bodily injury, sickness or disease sustained by a person, including mental anguish or death resulting from bodily injury, sickness or disease. AA. LIBERALIZATION If we revise this endorsement to provide greater coverage without additional premium charge, we will automatically provide the additional coverage to all endorsement holders as of the day the revision is effective in your state. CA7450(11-17) Includes copyrighted material of ISO Properties, Inc. with its permission. Page 5 of 5 Insured: CAPITAL FIRE PROTECTION, LLC Policy #: 4E88647 Policy Period: 2/20/2019 to 2/20/2020 COMMERCIAL INTERLINE THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION PROVIDED BY US TO PERSON(S) OR ORGANIZATION(S) WITH WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT OR AGREEMENT This policy is subject to the following additional Conditions: If we cancel this policy by notice to the first Named Insured, for any statutorily permitted reason other than for non- payment of premium, notice of such cancellation will be provided at least thirty (30) days in advance of the cancellation effective date to any person(s) or organization(s) with whom you have agreed in a written contract or agreement to provide such person(s) or organization(s) with a notice of cancellation but only if: 1. You have provided the name and address of such person(s) or organization(s) to your authorized agent; and 2. Your authorized agent provides us with that list within three (3) business days from the date we request it from them. If notice is mailed, proof of mailing to the last known mailing address of such person(s) or organization(s) will be sufficient proof of notice. Failure to provide such notice to such person(s) or organization(s) will not amend or extend the date the cancellation becomes effective, nor will it negate cancellation of the policy. Failure to send notice shall impose no liability of any kind upon us, our agents or our representatives. IL7447.6(10-17) Includes copyrighted material of ISO Properties, Inc. with its permission. Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed. 6-14) TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver ( X ) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/20/2019 Policy No. 41-188647 Endorsement No. Premium Insured CAPITAL FIRE PROTECTION, LLC Countersigned by Insurance Company UNION INSURANCE COMPANY OF PROVIDENCE WC 42 03 04 B (Ed. 6-14) © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 06 01 (Ed. 1-94) TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: (•) 30 2. Notice will be mailed to: BLANKET AS REQUIRED BY WRITTEN CONTRACT EXECUTED PRIOR TO BODILY INJURY OR PROPERTY DAMAGE *10 DAYS NOTICE FOR NON-PAYMENT OF PREMIUM This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 2/20/2019 Insured CAPITAL FIRE PROTECTION, LLC Insurance Company UNION INSURANCE COMPANY OF PROVIDENCE WC420601 (Ed. 1-94) Effective Policy No. 41-188647 Endorsement No. Premium Countersigned by