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HomeMy WebLinkAbout1210 N BROADWAY ST_19-0735___________ 1210 N. BROADWAY ST. #B FIRE SPRINKLER PERMIT 19-735 + City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ------PP--------------------------- --------------------------------- Application Number . . . 19-00000735 Date 4/26/19 Property Address . . . . . . 1210 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 . . . . 115850 ---------------------------------------------------------------------------- Type of Work FIRE SPRINKLER - ENTERPRISE BUILDING B ---------------------------------------------------------------------------- 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 . . FIRE SPRINKLER BUILDING B Permit pin number . 594986 Permit Fee . . . . 759.50 Plan Check Fee 379.75 Issue Date . . . . 4/26/19 Valuation . . . . 115850 Expiration Date . . 10/23/19 Qty Unit Charge Per Extension BASE FEE 687.50 16.00 4.5000 THOU BLDG - 100,001 - 500,000 72.00 ---------------------------------------------------------------------------- Special Notes and Comments April 25, 2019 11:22:38 AM lapoklk. FIRE NOTES 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 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 . . . . . 19-00000735 Date 4/26/19 ---------------------------------------------------------------------------- Special Notes and Comments 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 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 759.50 759.50 .00 .00 Plan Check Total 379.75 379.75 .00 .00 Grand Total 1139.25 1139.25 .00 .00 (SIS,KATURE OF CONTRACTOR OR AUTHORIZED AGENT) TE (APPROVED 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.laportetx.gov 1. PROJECT INFORMATION: TDATEOFSUBMITTAL• �I 'L 20 PROJECT ADDRESS (if existing): ZOO /y A. !E O/Nyw 0I 1•� HCAD PARCEL NO(s) 13-d1git Tax ID(s): 1.) - t J8 3 - (,J},$LI-)n 2.) 3.) PROPERTY LEGAL DESCRIPTION: ®FIRE ALARM ® FIRE SUPPRESSION ®VENTHOOD ® VENT HOOD FIRE SUPPRESSION ®UNDERGROUND FIRE LINE ABOVE -GROUND FIRE SUPPRESSION ♦® OTHE(R�/I �'^^ (��� ��T DESCRIBEWORK: E� r1VLlYL1E'Qr-IQL_ Q,�n� G�wao c WAf'i aA L` t BUILDING USE: LLaxss NO. OF STORIES: TOTAL SO, FOOTAGE: ZAOOO PROJECTVALUATION:$IIS-9SO 2. PROPERTY OWNER CONTACT INFORMATION: OWNER'SNAME: Gmxrr.zP21SE P0,0i1u LTV. • PHONE: , 13 " 38 I- i4750O MAILINGADDRESS: 11QO LOaj!S,( mk 51 IOtµ 1-' D a HUTt'Tb41 I)C 11 GO E-MAIL: 3. CONTRACTOR/AGENT: ® *HOMEOWNER IS CONTRACTOR AGENT/ CONTRACTOR COMPPANY: �t C.�I�Tkt-. 'FUZE F2cTU3:Tjjq - PHONE I: 11-6- -1 V t- Li000 PHONE 2: E-MAIL: SC orAL-LFFEIv CAPF1tLE .LJS FAx a: 'IIS-?£i (- 4002. MAILING ADDRESS: '6$50 RogetZALC SUITE ZOO i 1-Ir/J5M" - -Tx -7-10 q Z CONTACT PERSON'S NAME: Sc1-C"T 1�U RZE PHONE: " 1 S --7F( — yOOO 4. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): *If Homeowner is Contractor, COMPLETE ITEMS 1-4 OF PERMITAPPLICATION 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. NOT A VALID PERMIT UNTIL OWNER/CONT �sRAC ��TOR IS NOTIFIED OFAPPROVAL AND ALL APPLICABLE FEES ARE PAID IN APPLICANT PRINTED NAME: r5(Trr CLAD(-te F APPLICANT SIGNATURE: (STAFF USEONLY): 1 OccupancyType: V-Const. TypeC:�_ Flood Zone: Use Zone (Zoning District): L-1 C/EE?;_ Taxes?:� FEES: PERMIT FEE; $ I 7i B 6 l PLAN CHECK FEE: $ 'Y1 . LA 1 RESIDENTIAL DRIVEWAY TIE-IN FEE; $ PARKLAND & ZONE FEE: Special Conditions: ® Must complete all work and pass City lnspectlon within 10 days ofp/ermit Issuance to avoldfurther Code EnforcementActlon PERMITAPPROVAL: Fire Marshal (Commercial Oni --sl i1 Date; Approved for Issuance by: Date: PERMIT NO. , 1 ' 1[//�� — —73S 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:713S275.9901 A"''�J .-, IA MCRTE IMgSHAL LA PORTE FIRE MARSHAL'S OFFICE "PLAN REVIEW" Date 04/23/2019 Business Name Enterprise Products Address 1210 N. Broadway — Building "B" Type of Review Above -Ground Fire Protection Contractor Capitol Fire Reviewed by Clif Meekins, Fire Marshal City Permit # 19- Approval 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 2015 International Fire Code QFC) and Local Amendments as well as the applicable referenced Standards listed In Chapter 45 of the 2015 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 the job 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 flours 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 3`dStreet, La Porte, TX 77571 * Office: 281-867-4603 * Fax: 281-867-4629 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. 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 Standard Coverage, Concealed Pendent Available with Solid, Perforated, or Gasket Cover Plate 14.2, 5.6, & 8.0 (40, 60, 80, & 115 metric) Product Features I I APR 1 6 2019 11 Model G5 Sad" Sprinkler Cover Plates • Flat concealed cover plate avallablA6olid or perforat- ed in a variety of finishes. C Y • NEW: Stainless Steel Clad cover plate (see Table l • 3/4-Inch (15 ml cover plate adjustment. • Cover plate avelleble 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 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 G4 Cover Plate (Solid) Model G4 OR Gasket Model G4 Cover Plate (Perforated) a Model G4 SR Gasket Table A K-Factor Listings Max-9 Sprinkler Sprinkler gprn/psi Cover Plate and sensidviry ^ Identification Model (LlmiNbar'n) Model Approvals ) ` Number (SIN) cULus OR G4 SIR 2.8 G5-28 (40) 175 02) RA3411 G4 OR Gasket cULus QR G4 SR Gasket cULus, FM SR G4 cULus OR G4 OR Gasket GS-42 (60) 175 (12) RA3413 G4 SR Gasket cULus SR cULus QR 250(17) G4 FM, LPCB, VdS, CE SR 175 (12) G5-56 5.6 RA3415 G4 OR Gasket cULus OR 250 (17) (�) cl SR 250 (17) G4 SR Gasket FM SR 175(12) G4 cULus OR G4 OR Gasket G5-56 300 I580) 300 (21) RA4014 G4 SR Gasket I cULus SR GS-80 cULus GR G4 QR Gasket (815) 175(12) RA3412 G4 SR Gasket cl-Lus SR v .rellablesprinkler.com Technical SpecBlcetlons Style: Flat Concealed Pendent Threads: 17 NPT or ISO 7-1 R112 Nominal K-Factor: 2.8 (40 metric) Max. Working Pressure: 175 Psi (12 bar) Material Speclflcetlora Fusible Unk: Beryllium Nickel Sprinkler Bodi Brass Alloy Levers: Bronze Alloy vote: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Piro: Stainless Steel Deflector: Bronze Alloy CLIP: Steel Sprinkler Temperature Ratings 16YF 44-C) 212°F vw0 ) Senslaysy (See Table B) Cover Pon Model G4 (Solid or Perforated) Model G4 OR Gasket (cULus only) Modal SR Gasket Cover Plate Fleshes (See Tablbl e G) Sprinkler Wrench Model FC Llalings and Approvals cULus Listed (Light Hazard only) FM Approved Model G15-2B Sprinkler Components and Dimensions 2-6/16' (56 Cut. ia. lrThreads Body Cup Ceiling Tower Fusible Link 3I4'(19 MIT) Max. Deflector (retracted) �, Cover Plate Adjustment 3116' (5 mm) Pin (extended) Deflector (extended)—p,4� Model G4 Cover Plate 3-6116' (84 mi DomCeiling Model G5-2B Sprinkler Sensitivity Cover Plate Model Listing or Approval Agency cULus FM G4 OR SR G4 OR Gasket OR — G4 SR Gasket SR SR OR: Quick -response SR: Standard -response Bulletin 034 Rev. F Page 2 of B June 2016 eliable v .rellablesprinkler.com Technical Specifications Sprinkler Temperature Ratings Style: Flat Concealed Pendent 1M"F (74"C) Threads: 1,2' NPT or ISO 7-/R1/2 21Y1`(10p°C Nominal K-Factor: 4.2 (60 metric) Sensitivity Max. Working Pressure: 175 psi (12 bar) (See Table C) Material Specifications Cover Plates Fusible Unk: Beryllium Nickel Model G4 (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 Alkry (See Table G) Towers: Copper Alloy Sprinkler WrN1rh Pins: Stainless Steel Model FC C 1 Deflector: Bronze Allay Cup: SteelcULus Listings and Approvals Listed (Light Hazard only) Model GS-42 Sprinkler Components and Dimensions 2sn6' mi "(5 Dia. Threads ® 1 314' (19 mm) Max. Cover Plate Adjusiment Pin (extended) Defector (extended) SR: Standard -response 35/16' (64 mm) Dia. 3/16' (5 ntm) Ceiling Bulletin 034 Rev. F Reliable Page 3 of B June 2016 www.reliablesprinkler.corn Technical Specihcaeom Sprinkler mmperanuo Hatings Style: Flat Concealed Pendent I Threads: 112" NPT or ISO 7-1 R112 ;= only) Noni K-Factor 5.6 (80 reside) Seni ,ity Mak. Working Pressure: (See Table D) 175 psi (12 bar) 250 psi (17 bar) (cULus only) Gover PWaa Material Specifications Model G4 (Solid or Perforated) Fusible Uric: Beryllium Nickel Model G4 OR Gasket (cULus only) Sprinkler Body: Brass Alby Model G4 SR Gasket (Wr-es are FM onyl Levers: Bronze Allay Cover Plate Fle nletre Yoko: Brass Alloy (See Table D) Sealing washer; Nickel with PTFE Bpttlaer Wrench Load Screw: Bronze Alloy Model FC Tavares: Copper Alloy Stainless Steel Listings end Approvals Detector: Bronze Alloy (tight 8 0rdnery Hazartl oNy) Cu:Ste CUP: Steel rove FM Approved FM APprovov LPCB Approved VdS Approved [l M*F (74"C) only] CE Listed Model GS-56 Sprinkler Components and Dimensions 2-5116' (58 Dia.a. Model G4 Cover Plate —/ �- 3-6116' (84 mm) Die. Model 135-56 Sensitivity (5 mm) Teblc D Cover Plate Model Listing or Approval Agency cULus FM LPCO.VdS,CE G4 OR SR SR G4 OR Gasket OR - - G4 SR Gasket SR SR - OR: Quick -response SR: Standard -response Bulletin 034 Rev F Reliable Page 4of8 June www.reliablesprinkler.com Technical Spectticetlons Style: Flat Concealed Pendent Threads: 1/2' NPT or ISO 7-1 R1/2 Naninal K-Factor. 5.6180 metric) Max. Working Pressure: 300 psi (21 baw) Matelot Speci icabons Fusible Unk: Beryllium Nickel Sprinkler Body: Brass Alloy Lavers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pone: Stainless Steel Deflector: Bronze Alloy Cup: Steel Spdader Ternpere ure Ratings 156°F (74-0) 212 F (10 C) Se WO^ (See Table E) Cover Pietas Model G4 (Solid or Perforated) Model G4 OR Gasket Model G4 SR Gasket Cover Pass Flashes (See Table G) Sprinkler Wrench Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard Oh y) Model GS-56 300 Sprinkler Components and Dimensions 2,W16' (56 Dia.a. Threads —�-' Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) -ey Model Gi 300 Sensitivity Cover Plate Model G4 G4 OR Gasket G4 SR Gasket OR: Quick -response SR: Standard -response WN (19 MITI) Max. rer Plate Adjustment Model G4 Corer Plate 3�ia. Elating or Approval Agency cULus OR OR SR 3/16' (5 nii Ceiling Bulletin 034 Re, F Reliable Page 5 of a June 2016 www.rellablesprinkleccom Technical Speciticatiom Style: Flat Concealed Pendent Threads:3A APT or ISO 7-1 R3l4 Nomlrlal K-Factor: B.0 (115 metric) Max. Working Pressure: 175 psi (12 bap Materiel Specalcetlom Rual le Unc: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing vreahisc Nickel with PTFE Load Screw: Bronze Alloy Tower: Copper Alloy Plm: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 1657(74°C) 212°F I1 W°C) Sensitivity (See Table F) Cover Plasts Model G4 (Solid or Perforated) 1—sa— Model G4 OR Gasket Model SR Cover Plate Rnishes )Gasket (See Tablbl e G) Spdnkl&Wrench Model FC UsIll and Approvals CULus Listed (Ught a Ordinary Razard aNyl Model G5.80 Sprinkler Components and Dimensions 2-5116- (58 I Dia.a. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) —> Model G5.80 Sensitivity Ceiling 3I4' (19 ITT) Max. Cover plate Adjustment Model G4 Cover Plate 3116' (5 mm) (84mm)Dia. Ceiling Cover Plate Model Listing or Approval Agency oIJU s G4 OR G4 OR Gasket OR G4 SR Gasket SR UK: Uu1Ck-response SR: Standard -response Bulletin 034 Re, F He cable Page 6 of e June 2016 w .reliablesprinkler.com Installation•Dimensions and Cover Plate Information Min. to Max. Recommended Min. to Max. Dropped Cover Plate Cover Plate Hole Diameter Cover Plate Face of Fitting Deflector Temperature Cover Plate Diameter in Ceiling Adjustment to Distance Rating Model Inch Inch Inch ling Cei) below Ceiling °F (mm) (mm) (mm) Inch Inch (°C) (mm) (mm) G4 2) 3-5/16 (84) 1350F(4) (57°C) 3-11/16 G4 OR Gasket(3) (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 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 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 (380C). 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 Finishesr') Standard Finishes Special Application Finishes White Paint Off White Paint Chrome Black Paint Custom Color Paint —Specify12) 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 (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 OR 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 Schadenverh0tung GmbH (VdS) EC -Certificate of Conformity 0832-CPD-2052 (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 swim 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 ill' 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 Sprinkler Threads Recommended Installation Torque min. — max. n-lb Win h" NPT or IS07-14M 8.18 11-24 N' NPr or IS07-1R3/4 1<-20 1 19-27 Do not exceed the maximum recommended torque. Ex- ceeding the maxlmum 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. Jd 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 05 seres 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, GS-56 300, G5- 80) • Temperature Rating [161 (74-C) or 212•F (100-C)] • Threads (NPT or ISO 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 e ,a Page 8 of 8 June wvrx.rellablesprinkler.com [suietin 136 S Reliable Model F1FR LO Sprinkler Types Standard Upright Standard Pendent Conventional Model Ft FR LO Recessed Sprinkler Types Recessed Pendent For Model F1FR 161' 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 F1 FR LO and F1 FR LO Recessed Sprin- klers are quick response sprinklers which combine the du- rabilhy of a standard sprinkler with the attractive low profile of a decaaflve 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 Ft FR LO and F1FR 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 car structed to provide fast thermal response. The balance of pans 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 faces the liquid Model F1 FR LID Model F1 FR LID Recessed Quick Response Sprinklers (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 foxed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the ordice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation a the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as spaded 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 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 FiFR 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 116FGO1 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 F1 FR 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 QM 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 F'IFR LO Qulck Response Upright. Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type KFactor Sprinkler Height Approval Organization Sprinkler Identification Numbers SIN US MetricI SSU I SSP StarMard-U rl M SSLIand ntlent SSP t)afleetore Merketl to Me' Indicate Position 17/32' 20mm Larne Orifice with 'A' NPT R'd Thread BA 115 23" 1.2.3.4.E ConventionaHnstail In Upright or Pendent Position 20mm Larne Orifice with %" NPT WA Threat 1 8.0 1 115 1 58mm 1 4,7 R3672 Polyester coated Upright UL and ULC limed corrosion resistant R3622. FM Approved for polyester coated sprinkler. 83622. 113612. " Elactrolsss Nickel PTFE (Teflon*)' Plated - cULus listed Corrosion Resistant 9 Upright 11 Pendent Model F1 FR LO Quick Response Recessed Pendent SprinklerM Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: 9 Conventional Nominal Orifice Threatl Size'T" Nominal K Factor Sprinkler Height Approval O anization Sprinkler Identification Numbers SIN US Metric F7 F2 FP 17/32" 20mm �i"NPT R'/. 8.0 115 11,2,8 1,2,3E 1,2 R36*" Refer to escutcheon data table for dimensions. Electroless Nickel PTFE (Teflon®)' Plated - cUWs listed Corrosion Resistant RECESSED PENDENT W/FF ESCUTCHEDN 'DuPont Registered Trademark 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 GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Note: A leak tight 112" 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 Tlemperature Bulb Color °F °C °F 1 °C Ordinary 136 57 100 38 Orange Ordinary 155 68 100 38 Red Intermediate 175 79 150 66 Yellow Intermediate 200 93 150 66 Green High(') 286 141 225 107 Blue ('t 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 NFPA25. 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 Sprinkler Types Standard Upright Standard Pendent Conventional Recessed Pendent Finishes(')(2) Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated (3) White Polyester Coatet:100) White Painted (1) Special Application Finishes Sprinkler Escutcheon Electroless Nickel Electroless Nickel PTFE PTFE(Teflon®)'(s) (Teflon®)" Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Chrome Dull M Other finishes and colors are available on special order. Consult the factory for details. «' FM Approvals is limited to bronze and brass, chrome or black plated finishes only. (31 FP Push-on/Thread-off escutcheon. i"i cULus listed corrosion resistance. SIN number: R3622. t51 FM Approved for SIN No. R3622, R3612 (6) cULus listed corrosion resistant SIN R3622 & R3612 Note: For 1h" 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 The Reliable Automatic Sprinkler Co., Inc. Recycled Reliabi 0 (800)-Sales Offices Paper 848 (800) 848-6051 6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkleccom Internet Address EG. Printed in U.S.A. 04114 P/N 9999970027 Bulletin 014 Rev. P Model F1 FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model FlFR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model F1FR56 Concealed Sprinkler Types Standard Spray Pendent Model F1FR42, F1FRXLH & FIFR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model FIFR40 Sprinkler Types Standard Spray Pendent Model F1FR42, F1FR40, FIFRXLH & Fl FR28 Recessed Sprinkler Types Standard Spray Pendent Model FlFR56LL & FlFR42LL Low Lead sprinkler Types Standard Spray Pendent with less than 0.250/c, 1 ead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model F1FR 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 Schadenverhihung 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 Conventional Vertical Sidewall Horizontal Sidewall Reused PendenUFt/FZ i' ie i Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP XLH Upright XLH Pendent XLH Recessed Pendent F1/F2 Product Description Reliable Model F1 FIR 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 FIFR56 Conventional XLH Recessed sprinkler which is an Old-style/Goner 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 F1FR 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 specialty con- structed to provide fast thermal response. to c e 0 A 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 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 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 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 haveorange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model FiFR 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 F1FR56 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. a 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 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 FIFR28 2.8 40 318 10 Upright 2.25 57 D or W2 RA1421 cULus 1,2 FlFR40 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 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 IRA1413 cULus 1 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, LPCB, VdS, EC 1.23,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1 234 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 F1 FR56LL 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 FIFR56 5.6 80 1/2 15 Recessed Horizontal Sidewall 2.63 67 GFR2 RA1435 cULus, FM 8 FlFR56 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 (11 cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (23 cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3) Available with FM approved Polyester coating in black or white. (4r Available with LPCB and VdS approved Polyester coating. (5) VdS and EC approvals of the F1 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. M Model FlFR56 Concealed Pendent and Model FlFR66LL 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. j1t 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. (8) cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9) The FlFR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the FlFR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 741 Listed and Approved Temperature Ratings Model Deflector/ Orientation OrdinaryTemp. Classification 100T (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. 135OF (570C) Tem . Ratin 1550F (68-C) Temp. Rating 175'F (79-C) Temp. Ratin 200'F (93-C) Temp. Rating 286-F (141°C) Temp. Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendent cULus FlFR28 Recessed Pendent cULus Upright cULus F1FR40 Pendent VdS Recessed Pendent VdS -- Pendent cULus FIFR42 Recessed Pendent cULus Upright cULus FlFR42LL Pendent — cULus,ULH — Recessed Pendent cULus,ULH — Pendent cULus F1FRXLH Recessed Pendent cULus Upright cULus Pendent cULus, FM, _PCB, VdS, EC Recessed Pendent cULus,FM,LPCB,VdS,EC -- FiFR56 Concealed Pendent' cULus cULus,VdS,EC cULus Upright cULus, FM, _PCB, VdS, EC "Conventional Pendent or Upright)" LPCB, VdS, EC Pendent 1 cULus, ULH FIFR56LL Recessed Pendent I cULus, ULH Concealed Pendent' I cULus, ULH -- Horizontal Sidewall cULus, FM F1 FR56 Recessed Horizontal Sidewall cULus, FM — F1FR56 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 1650F (74°C) temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Model F1 Model F2 Model FP Deflector/ Model Orientation (Fig.1 & 3) (Fig. 1 & 3) (Fig. 2) SIN 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 FlFR42LL Recessed Pendent I cULus, ULH cULus, ULH I cULus, ULH RA1410 FiFR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM, LPCB, cULus, VdS, EC RA1414 EC VdS, EC F1FR56LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 F1 FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. TURN COLLAR UNTIL 71GHT AGAINST SPRINKLER WRENCH BOSS F7 ESCUTCHTIgmmLL z 3/4[79mmj ADJUSTMENT F2 ESCUTCHEON 1/2 [12.7mm] ADJUSTMENT 2 1/4- HOLE DIA [572mm] 1 15116- DA [49.2mm] I � t u u 2 27/32- OK [72.2mm) i" X 1/2" REDUCER FACE OF FIT7ING 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] 7-77-1-= r AT MINIMUM RECESS = 3/8[9.5mm] F1 ESCUTCHEON 1�6, AT MAXIMUM RECESS = 7/8'T22.2mm] [J.2mm) AT MINIMUM RECESS = 1-5/8"[41.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8[28.6mm] AT MINIMUM RECESS = 1-5/8'T41.3mm] Model F1FR56,F1FR56LL,F1FR42,F1FR40,F1FR42LL,FIFRXLH & F1FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon 2 5/8" DIA. [66.7mm] HOLE IN CEILING 2 5/16" DIA. [58.7mmJ CUP 1" X 1/2" REDUCER FACE OF FN77NG TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2[38mmJ AT MINIMUM RECESS = 7 [25.4mm] AT MAXIMUM RECESS = 9/16 [14.3mm] %2[12.7mm] 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 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'T9.5mm] 2 114" HOLE DIA. [572mm] 1" X 1/2" REDUCER I Fl ESCUTCHEON AT MAXIMUM RECESS [3.2mm] AT MINIMUM RECESS = 2-1/16[52.4mm] E2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8 [41.3mm] AT MINIMUM RECESS = 2-1/16 [52.4mm] 4eu 4"-12" 1 15/16" DIA. / mu �--xi �---- ---- (101.6mm-304.8mm] [49.2mm] niii 2 27/32" D/A. CEILING TO j [72.2mm] DEFLECTOR � nin TURN COLLAR UNTIL �y" TIGHT AGAINST SPRINKLER Fi ESCUTCHEON WRENCH BOSS. 3/4"T19mm] ADJUSTMENT F2 ESCUTCHEON 1/2[12.7mm] ADJUSTMENT o� 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 2 5/16" DIA — CUP � — 2 518" DIA. HOLE IN CEILING 00SVm 1 1/2" MAX. FACE OF FITTING A FACE OF CEILING DIMENSION —" CEILING 4`TO ' 1/2" MAX. J 15/16" COVER ADJUSTMENT j COVER PLATE — ASSEMBLY /3 5/16" DIA. SPRINKLER CONCEALED, 1/2" ADJUSTMENT 017FGDIA Fig. 4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment - Model CCP cover plate 9 1 " x 112" REDUCING TEE OR ELBOW 25116"DIA— CUP -2518""DIA. HOLE IN CEILING am COVER ADJUST MENT x!/I / I 3/4 COVER PLATE — / i ASSEMBLY 3 5116" DIA. SPRINKLER CONCEALED, 5/16" ADJUSTMENT orrFGDu Fig. 5 -Model F1FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.0mm) 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 1 Cover plateM Bronze Brass Chrome Chrome Plated Chrome Plated I White Pol ester Coated i"tmi I White Painted S ecial ADDlication Finishes Sprinkler Escutcheon Cover late(') Electroless Nickel PTFE(7) Electroless Nickel PTFE Bright Brass Bright Brass(3) Bri ht Brass Black Platin Black Plated Black Plated Black Paint Black Paml'21161 Black Paint Off White Off Whiter2j(s) 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) 20DOF (93°C) maximum. (4) cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA14B5(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. (3) 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. is 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] [F1 FR42LL] [Fi FRXLH][Fi FR56][Fi 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: [1350F (570C)][155°F (68°C)][175°F (79°C)][200°F (93°0)][286°F (141°0)] 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: [1350F (57°C) for use with Ordinary Temperature sprinklers] [1 650F (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. Reliab'le... For Complete Protection' Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection The equipment presented in this bulletin is to be Installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co., Inc. (800)-1588 Sales Offices � Recycled Paper Reliabi� 848 (800) 848-6051 Sales Fax Revision lines Indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address ' eG.Pdntedinu.s.A.11/17 p/N99ggg70300 ECEIVED 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 B RA1 Drawing 2 Location Warehouse area Remote Area 1 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building B Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 19-0445 Enterprise Morans Point Building B RA1 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORANS BUILDING B WET SYSTEM Location: Warehouse area Drawing no: 2 Date: 4-9-2019 Design Remote:area number:.. 1 Remote ;area location: Warehouse Occupancy classification, ORDGP2 Densityo 0.2='Gpm/SgFt Area of application: 1500 - SgFt Coverage persprinkler. IK - SgFt Type of sprinklers calculated. 8.0 upright No. of sprinklers calculated. 14 In -rack demand: - GPM Hose streams: 250 - GPM Total water required (including hose streams): 644 - GPM Type of system: WET 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.) @ 33.3 - Psi Pege 1, Date 9-4-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection Page 2 19-0445 Enterprise Morans Point Building B RA1 Date 9-4-2019 City Water Supply: Pump Data: Demand: C1 - Static Pressure 53 P1 - Pump Churn Pressure 55 D1 - Elevation 14.985 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 394.373 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 84.911 P3 - Pump Pressure @ Max Flow 32.5 Hose ( Demand) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 - System Demand : 394.373 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose (Adj City) : 250 Al - Adjusted Static: 49.292 City Residual Flow @ 20 = 1564.86 Safety Margin 13.260 A2 -Adj Resid 33.882 @ 750- City Water @ 150% of Pump = 35.08 A3 - Adj Resid 19.963 @ 1125 150 140 130 p 120 R 110 E 100 S 90 AZ + PZ S 80 U 70 R 60 1 3+p3 E 50 40 30 A3 20 D1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 I-Ittings usea Summary Capital Fire Protection 19-0445 Enterprise Morans Point Building B RA1 Page 3 Date 9-4-2019 Fitting Legend Abbrev. Name Y % 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 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: 60.53.5 Flow Summary - NFPA Capital Fire Protection Page 4 19-0445 Enterprise Morans Point Building B RA1 Date 9-4-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve 98.171 394.37 84.911 CITY 53.0 26 1404.0 46.608 644.37 46.608 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 41 28.76 8 9.06 24.09 42 30.6 8 8.7 23.6 43 32.43 8 9.45 24.59 44 34.26 8 11.97 27.68 45 36.1 8 17.22 33.2 46 36.75 33.66 47 33.83 45.61 48 33.83 45.79 49 33.83 46.45 100 8.667 77.62 C1 4.0 83.47 PMO 2.0 84.91 PMI 2.0 43.37 UG1 -4.0 45.99 CITY -4.0 46.61 250.0 50 28.76 8 9.1 24.13 51 30.6, 8 8.74 23.65 52 32.43 8 9.49 24.64 53 34.26 8 12.03 27.74 54 36.1 8 17.3 33.27 55 36.75 33.8 56 30.6 8 14.25 30.2 57 32.43 8 14.11 30.05 58 34.26 8 15.69 31.69 59 36.1 8 20.07 35.84 60 36.75 35.28 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 5 19-0445 Enterprise Morans Point Building B RA1 Date 9-4-2019 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 41 28.76 8.00 24.09 1.25 0.0 11.150 120 9.065 to 0.0 0.0 -0.797 42 30.6 24.09 1.442 0.0 11.150 0.0389 0.434 Vel = 4.73 42 30.6 8.00 23.60 1.25 0.0 11.150 120 8.702 to 0.0 0.0 -0.793 43 32.43 47.69 1.442 0.0 11.150 0.1379 1.538 Val = 9.37 43 32.43 8.00 24.59 1.25 0.0 11.150 120 9.447 to 0.0 0.0 -0.793 44 34.26 72.28 1.442 0.0 11.150 0.2977 3.319 Val = 14.20 44 34.26 8.00 27.68 1.25 0.0 11.150 120 11.973 to 0.0 0.0 -0.797 45 36.1 99.96 1.442 0.0 11.150 0.5422 6.045 Val = 19.64 45 36.1 8.00 33.20 1.25 E 3.716 6.990 120 17.221 to T 7.432 11.148 -0.282 46 36.75 133.16 1.442 ' 0.0 18.138 0.9217 16.718 Vel = 26.16 46 36.75 0.0 1.25 T 7.432 4.167 120 33.657 to 0.0 7.432 1.265 47 33.83 133.16 1.442 0.0 11.599 0.9215 10.689 Vel = 26.16 47 33.83 0.0 3 0.0 10.500 120 45.611 to 0.0 0.0 0.0 48 33.83 133.16 3.26 0.0 10.500 0.0174 0.183 Vel = 5.12 48 33.83 133.43 3 0.0 10.500 120 45.794 to 0.0 0.0 0.0 49 33.830 266.59 3.26 0.0 10.500 0.0627 0.658 Vel = 10.25 49 33.830 127.78 3 2L 13.44 123.166 120 46.452 to T 20.159 33.599 10.898 100 8.667 394.37 3.26 0.0 156.765 0.1293 20.275 Vel = 15.16 100 8.667 0.0 4 2L 15.8 48.250 120 77.625 to B 15.8 60.568 2.021 C1 4 394.37 4.26 S 28.968 108.818 0.0351 3.824 Val = 8.88 C1 4 0.0 6 L 11.316 13.000 120 83.470 to T 37.72 101.844 0.866 PMO 2 394.37 6.357 B 12.573 114.844 0.0050 0.575 Vel = 3.99 S 40.235 0.0 PMO 394.37 84.911 KFactor= 42.80 System Demand Pressure 84.911 Safety Margin 13.260 Continuation Pressure 98.171 Pressure @ Pump Outlet 98.171 Pressure From Pump Curve -54.803 Pressure @ Pump Inlet 43.368 PMI 2 0.0 8 0.0 12.000 120 43.368 to 0.0 0.0 2.599 UG1 -4 394.37 7.981 0.0 12.000 0.0017 0.020 Vel = 2.53 UG1 -4 0.0 8 4L 78.528 430.860 150 45.987 to G 6.041 137.422 0.0 CITY -4 394.37 7.98 T 52.855 568.282 0.0011 0.621 Vel = 2.53 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection, Page 6 19-0445 Enterprise Morans Point Building B RA1 Date 9-4-2019 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 644.37 46.608 K Factor= 94.39 50 28.76 8.00 24.13 1.25 0.0 11.150 120 9.098 to 0.0 0.0 -0.797 51 30.6 24.13 1.442 0.0 11.150 0.0392 0.437 Vel = 4.74 51 30.6 8.00 23.65 1.25 0.0 11.150 120 8.738 to 0.0 0.0 -0.793 52 32.43 47.78 1.442 0.0 11.150 0.1384 1.543 Val = 9.39 52 32.43 8.00 24.64 1.25 0.0 11.150 120 9.488 to 0.0 0.0 -0.793 53 34.26 72.42 1.442 0.0 11.150 0.2987 3.331 Vel = 14.23 53 34.26 8.00 27.74 1.25 0.0 11.150 120 12.026 to 0.0 0.0 -0.797 54 36.1 100.16 1.442 0.0 11.150 0.5442 6.068 Vel = 19.68 54 36.1 8.00 33.28 1.25 E 3.716 6.990 120 17.297 to T 7.432 11.148 -0.282 55 36.75 133.44 1.442 0.0 18.138 0.9252 16.782 Vel = 26.21 55 36.75 0.0 1.25 T 7.432 4.167 120 33.797 to 0.0 7.432 1.265 48 33.83 133.44 1.442 0.0 11.599 0.9253 10.732 Val = 26.21 0.0 48 133.44 45.794 K Factor = 19.72 56 30.6 8.00 30.20 1.25 0.0 11.150 120 14.246 to 0.0 0.0 -0.793 57 32.43 30.2 1.442 0.0 11.150 0.0593 0.661 Val = 5.93 57 32.43 8.00 30.05 1.25 0.0 11.150 120 14.114 to 0.0 0.0 -0.793 58 34.26 60.25 1.442 0.0 11.150 0.2126 2.370 Vel = 11.84 58 34.26 8.00 31.69 1.25 0.0 11.150 120 15.691 to 0.0 0.0 -0.797 59 36.1 91.94 1.442 0.0 11.150 0.4645 5.179 Val = 18.06 59 36.1 8.00 35.84 1.25 E 3.716 6.990 120 20.073 to T 7.432 11.148 -0.282 60 36.75 127.78 1.442 0.0 18.138 0.8540 15.490 Val = 25.10 60 36.75 0.0 1.25 T 7.432 4.167 120 35.281 to 0.0 7.432 1.265 49 33.830 127.78 1.442 0.0 11.599 0.8540 9.906 Val = 25.10 0.0 49 127.78 46.452 K Factor = 18.75 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 B LAB/OFFICE RA2 Drawing 1 Location LAB/OFFICE RA2 Remote Area 2 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building B Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORANS BUILDING B WET SYSTEM Location: LAB/OFFICE RA2 Drawing no: 1 Date: 4-9-2019 Design Remote area number: 2 Remote area location: LAB/OFFICE Occupancy classification: ORD GP2 Density., 0.2 - Gpm/SgFt Area of application: 900 - SgFt Coverage per sprinkler: 130 - SgFt Type of sprinklers calculated: 5.6 PEND. No. of sprinklers calculated: 10 In -rack demand. - GPM Hose streams: 250 - GPM Total water required (including hose streams): 501.1 - GPM Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2019 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: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) @ 61.6 - Psi Page 1 Date 4-12-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection Page 2 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Date 4-12-2019 City Water Supply: Pump Data: Demand: C1 - Static Pressure 53 P1 - Pump Churn Pressure 55 D1 - Elevation 5.197 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 251.101 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 61.664 P3 - Pump Pressure @ Max Flow 32.5 Hose (Demand) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 - System Demand : 251.101 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose (Adj City) : 250 Al -Adjusted Static: 49.292 City Residual Flow @ 20 = 1564.86 Safety Margin 39.449 A2 - Adj Resid 33.947 @ 750 City Water @ 150% of Pump = 35.08 A3 - Adj Resid 20.101 @ 1125 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 2 R 60 C1 3 + P3 E 50 40 co 30 A3 20 10 200 400 600 B00 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Page 3 Date 4-12-2019 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 D 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 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. fi Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA ' Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Page 4 Date 4-12-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve' 101.113 251.1 61.664 CITY 53.0 26 1404.0 48.986 501.1 48.986 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node 61 8.0 5.6 15.67 22.17 62 8.67 15.8 63 8.67 17.76 64 8.67 20.62 65 8.67 23.57 66 8.67 29.82 67 8.67 35.97 77 8.67 49.42 68 8.67 49.96 100 8.667 56.87 C1 4.0 60.55 PMO 2.0 61.66 PMI 2.0 46.12 CITY -4.0 48.99 250.0 69 8.0 5.6 16.57 22.79 70 8.67 16.72 71 8.0 5.6 19.63 24.81 72 8.67 19.86 73 8.0 5.6 22.09 26.32 74 8.67 22.38 75 8.0 5.6 27.91 29.59 76 8.67 28.34 78 8.0 5.6 16.39 22.67 79 8.67 16.54 80 8.67 18.66 81 8.67 19.63 82 8.67 23.11 83 8.67 29.35 84 8.67 35.48 85 8.0 5.6 17.48 23.41 86 8.67 17.65 87 8.0 5.6 18.37 24.0 88 8.67 18.56 89 8.0 5.6 - 21.6 26.03 90 8.67 21.87 91 8.0 5.6 27.4 29.31 92 8.67 27.82 Notes Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Page 5 Date 4-12-2019 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 8 5.60 22.17 1 E 2.0 0.670 120 15.673 to 0.0 2.000 -0.290 62 8.67 22.17 1.049 0.0 2.670 0.1573 0.420 Val = 8.23 62 8.67 0.0 1 E 2.0 10.450 120 15.803 to 0.0 2.000 0.0 63 8.67 22.17 1.049 0.0 12.450 0.1575 1.961 Vel = 8.23 63 8.67 22.79 1.25 E 3.0 9.680 120 17.764 to T 6.0 9.000 0.0 64 8.67 44.96 1.38 0.0 18.680 0.1532 2.861 Vel = 9.64 64 8.67 24.82 1.25 0.0 8.530 120 20.625 to 0.0 0.0 0.0 65 8.67 69.78 1.38 0.0 8.530 0.3454 2.946 Val = 14.97 65 8.67 26.32 1.25 0.0 10.000 120 23.571 to 0.0 0.0 0.0 66 8.67 96.1 1.38 0.0 10.000 0.6244 6.244 Vel = 20.61 66 8.67 29.58 1.25 0.0 6.000 120 29.815 to 0.0 0.0 0.0 67 8.67 125.68 1.38 0.0 6.000 1.0258 6.155 Val = 26.96 67 8.67 0.0 1.25 T 6.0 7.640 120 35.970 to 0.0 6.000 0.0 68 8.67 125.68 1.38 0.0 13.640 1.0260 13.994 Val = 26.96 0.0 68 125.68 49.964 K Factor = 17.78 77 8.67 125.42 2.5 0.0 12.330 120 49.424 to 0.0 0.0 0.0 68 8.67 125.42 2.635 0.0 12.330 0.0438 0.540 Vel = 7.38 68 8.67 125.68 2.5 T 16.474 27.167 120 49.964 to 0.0 16.474 0.001 100 8.667 251.1 2.635 0.0 43.641 0.1582 6.903 Val = 14.77 100 8.667 0.0 4 2L 15.8 48.250 120 56.868 to B 15.8 60.568 2.021 C1 4 251.1 4.26 S 28.968 108.818 0.0153 1.660 Val = 5.65 C1 4 0.0 6 L 11.316 13.000 120 60.549 to T 37.72 101.844 0.866 PMO 2 251.1 6.357 B 12.573 114.844 0.0022 0.249 Vel = 2.54 S 40.235 0.0 PMO 251.10 61.664 K Factor = 31.98 System Demand Pressure 61.664 Safety Margin 39.449 Continuation Pressure 101.113 Pressure @ Pump Outlet 101.113 Pressure From Pump Curve -54.995 Pressure @ Pump Inlet 46.118 PMI 2 0.0 8 4L 78.528 430.860 150 46.118 to G 6.041 137.422 2.599 CITY -4 251.1 7.98 T 52.855 568.282 0.0005 0.269 Val = 1.61 250.00 Qa = 250.00 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams Capital Fire Protection Page 6 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Date 4-12-2019 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 CITY 501.10 48.986 K Factor = 71.60 69 8 5.60 22.80 1 E 2.0 0.670 120 16.569 to 0.0 2.000 -0.290 70 8.67 22.8 1.049 0.0 2.670 0.1655 0.442 Val = 8.46 70 8.67 0.0 1 T 5.0 1.290 120 16.721 to 0.0 5.000 0.0 63 8.67 22.8 1.049 0.0 6.290 0.1658 1.043 Vel = 8.46 0.0 17.764 K Factor = 5.41 71 8 5.60 24.81 1 E 2.0 0.670 120 19.628 to 0.0 2.000 -0.290 72 8.67 24.81 1.049 0.0 2.670 0.1940 0.518 Val = 9.21 72 8.67 0.0 1 E 2.0 1.970 120 19.856 to 0.0 2.000 0.0 64 8.67 24.81 1.049 0.0 3.970 0.1937 0.769 Val = 9.21 0.0 64 24.81 20.625 K Factor = 5.46 73 8 5.60 26.32 1 E 2.0 0.670 120 22.094 to 0.0 2.000 -0.290 74 8.67 26.32 1.049 0.0 2.670 0.2165 0.578 Val = 9.77 74 8.67 0.0 1 T 5.0 0.500 120 22.382 to 0.0 5.000 0.0 65 8.67 26.32 1.049 0.0 5.500 0.2162 1.189 Val = 9.77 0.0 65 26.32 23.571 K Factor = 5.42 75 8 5.60 29.59 1 E 2.0 0.670 120 27.912 to 0.0 2.000 -0.290 76 8.67 29.59 1.049 0.0 2.670 0.2682 0.716 Vel = 10.98 76 8.67 0.0 1 T 5.0 0.500 120 28.338 to 0.0 5.000 0.0 66 8.67 29.59 1.049 0.0 5.500 0.2685 1.477 Val = 10.98 0.0 66 29.59 29.815 K Factor = 5.42 78 8 5.60 22.67. 1 E 2.0 0.670 120 16.388 to 0.0 2.000 -0.290 79 8.67 22.67 1.049 0.0 2.670 0.1640 0.438 Val = 8.42 79 8.67 0.0 1 E 2.0 10.980 120 16.536 to 0.0 2.000 0.0 80 8.67 22.67 1.049 0.0 12.980 0.1640 2.129 Vel = 8.42 80 8.67 23.41 1.25 0.0 6.000 120 18.665 to 0.0 0.0 0.0 81 8.67 46.08 1.38 0.0 6.000 0.1603 0.962 Val = 9.88 81 8.67 24.00 1.25 0.0 10.000 120 19.627 to 0.0 0.0 0.0 82 8.67 70.08 1.38 0.0 10.000 0.3482 3.482 Val = 15.03 82 8.67 26.02 1.25 0.0 10.000 120 23.109 to 0.0 0.0 0.0 83 8.67 96.1 1.38 0.0 10.000 0.6245 6.245 Val = 20.61 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 7 , 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Date 4-12-2019 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 8.67 29.32 1.25 0.0 6.000 120 29.354 to 0.0 0.0 0.0 84 8.67 125.42 1,38 0.0 6.000 1.0218 6.131 Vel = 26.90 84 8.67 0.0 1.25 T 6.0 7.640 120 35.485 to 0.0 6.000 0.0 77 8.67 125.42 1.38 0.0 13.640 1.0219 13.939 Vel = 26.90 0.0 77 125.42 49.424 K Factor = 17.84 85 8 5.60 23.41 1 E 2.0 0.670 120 17.475 to 0.0 2.000 -0.290 86 8.67 23.41 1.049 0.0 2.670 0.1742 0.465 Vel = 8.69 86 8.67 0.0 1 T 5.0 0.830 120 17.650 to 0.0 5.000 0.0 80 8.67 23.41 1.049 0.0 5.830 0.1741 1.015 Vel = 8.69 0.0 80 23.41 18.665 K Factor = 5.42 87 8 5.60 24.00 1 E 2.0 0.670 120 18.367 to 0.0 2.000 -0.290 88 8.67 24.0 1.049 0.0 2.670 0.1824 0.487 Vel = 8.91 88 8.67 0.0 1 T 5.0 0.830 120 18.564 to 0.0 5.000 0.0 81 8.67 24.0 1.049 0.0 5.830 0.1823 1.063 Vel = 8.91 0.0, 81 24.00 19.627 K Factor = 5.42 89 8 5.60 26.02 1 E 2.0 0.670 120 21.598 to 0.0 2.000 -0.290 90 8.67 26.02 1.049 0.0 2.670 0.2120 0.566 Vel = 9.66 90 8.67 0.0 1 T 5.0 0.830 120 21.874 to 0.0 5.000 0.0 82 8.67 26.02 1.049 0.0 5.830 0.2118 1,235 Val = 9.66 0.0 82 26.02 23.109 K Factor = 5.41 91 8 5.60 29.31 1 E 2.0 0.670 120 27.400 to 0.0 2.000 -0.290 92 8.67 29.31 1.049 0.0 2.670 0.2640 0.705 Vel = 10.88 92 8.67 0.0 1 T 5.0 0.830 120 27.815 to 0.0 5.000 0.0 83 8.67 29.31 1.049 0.0 5.830 0.2640 1.539 Vel = 10.88 0.0 83 29.31 29.354 K Factor = 5.41 0 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 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Drawing 2 Location BUILDING B Remote Area 3 Contract 19-0445 Data File ENTERPRISE MORANS BUILDING B DRY CANOPY.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORANS BUILDING B DRY CANOPY Location: BUILDING B Drawing no: 2 Date: 4-9-2019 Design Remote area number: 3 Remote area location: DRY CANOPY Occupancy classification: EXTRA HZD GP1 Density: 0.3 - Gpm/SgFt Area of application: ENTIRE AREA - SgFt Coverage per sprinkler. 86 - SgFt Type of sprinklers calculated. 11.2 SSU No. of sprinklers calculated. 24 In -rack demand: - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1317.18 - GPM Type of system: DRY Volume of dry or preaction system: 123 - 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.) @ 17.1538 - Psi 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 MORANS BUILDING B DRY CANOPY RA3 Date 4-9-2019 City Water Supply: Pump Data: Demand: C1 -Static Pressure 53 P1 - Pump Churn Pressure 55 D1 - Elevation 6.930 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 635.94 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 54.803 P3 - Pump Pressure @ Max Flow 32.5 Hose (Demand) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 - System Demand : 635.94 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose (Adj City) : 500 Al -Adjusted Static: 46.404 City Residual Flow @ 20 = 1664.86 Safety Margin 27.665 A2 - Adj Resid 26.582 @ 750 City Water @ 150% of Pump = 35.08 A3 -Adj Resid 10.694 @ 1125 150 140 130 p 120 R 110 AI + P1 E 100 S 90 S 80 U 70 R 60 C1 E 50 3 + P3 40 Al 30 20 A3 10 D1 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 MORANS BUILDING B DRY CANOPY RA3 Page 3 Date 4-9-2019 Fitting Legend Abbrev. Name % % 1 1Y4 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 D Dry Rel D 28 47 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 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. Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow, -Summary - NFPA Capital Fire Protection Page 4. ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Date 4-9-2019 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve 82.468. 635.94 54.803 CITY 53.0 26 1404.0 34.755 1135.94 34.755 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 12.0 8 9.46 24.6 2 12.0 8 10.0 25.3 3 12.0 8 12.02 27.73 4 12.0 14.61 5 9.33 18.73 6 9.33 18.76 7 9.33 18.85 8 9.33 19.04 9 9.33 19.37 10 9.33 19.85 11 9.33 20.56 12 9.33 21.38 DRY 9.33 40.04 C1 4.0 52.55 PMO 2.0 54.8 PMI 2.0 30.65 CITY -4.0 34.76 500.0 13 12.0 8 9.47 24.62 14 12.0 8 10.02 25.32 15 12.0 8 12.04 27.75 16 12.0 14.63 17 12.0 8 9.52 24.69 18 12.0 8 10.07 25.39 19 12.0 8 12.1 27.83 20 12.0 14.71 21 12.0 8 9.63 24.82 22 12.0 8 10.18 25.53 23 12.0 8 12.23 27.98 24 12.0 14.86 25 12.0 8 9.81 25.06 26 12.0 8 10.38 25.77 27 12.0 8 12.46 28.24 28 12.0 15.14 29 12.0 8 10.08 25.4 30 12.0 8 10.66 26.12 31 12.0 8 12.8 28.62 32 12.0 15.55 33 12.0 8 10.48 25.9 34 12.0 8 11.08 26.63 35 12.0 8 13.3 29.17 36 12.0 16.14 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 NODE ANALYSIS (cont.) Page 5. Date 4-9-2019 Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 37 12.0 8 10.94 26.46 38 12.0 8 11.56 27.2 39 12.0 8 13.87 29.8 40 12.0 16.83 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final,Galculations : Hazen -Williams Capital Fire Protection ENTERPRISE MORPNS BUILDING B DRY CANOPY RA3 Page 6 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 1 12 8.00 24.60 1.25 0.0 7.750 100 9.456 to 0.0 0.0 0.0 2 12 24.6 1.38 0.0 7.750 0.0703 0.545 Val = 5.28 2 12 8.00 25.30 1.25 0.0 7.750 100 10.001 to 0.0 0.0 0.0 3 12 49.9 1.38 0.0 7.750 0.2603 2.017 Val = 10.70 3 12 8.00 27.73 1.25 E 2.141 2.250 100 12.018 to 0.0 2.141 0.0 4 12 77.63 1.38 0.0 4.391 0.5894 2.588 Val = 16.65 4 12 0.0 1.25 T 4.282 0.750 100 14.606 to 0.0 4.282 1.156 5 9.330 77.63 1.38 0.0 5.032 0.5896 2.967 Vel = 16.65 5 9.330 0.0 4 0.0 10.830 100 18.729 to 0.0 0.0 0.0 6 9.330 77.63 4.26 0.0 10.830 0.0025 0.027 Val = 1.75 6 9.330 77.69 4 0.0 10.583 100 18.756 to 0.0 0.0 0.0 7 9.330 155.32 4.26 0.0 10.583 0.0087 0.092 Vel = 3.50 7 9.330 77.91 4 0.0 10.000 100 18.848 to 0.0 0.0 0.0 8 9.330 233.23 4.26 0.0 10.000 0.0187 0.187 Val = 5.25 8 9.330 78.32 4 0.0 10.410 100 19.035 to 0.0 0.0 0.0 9 9.330 311.55 4.26 0.0 10.410 0.0318 0.331 Vel = 7.01 9 9.330 79.07 4 0.0 10.000 100 19.366 to 0.0 0.0 0.0 10 9.330 390.62 4.26 0.0 10.000 0.0484 0.484 Vel = 8.79 10 9.330 80.15 4 0.0 10.410 100 19.850 to 0.0 0.0 0.0 11 9.330 470.77 4.26 0.0 10.410 0.0683 0.711 Vel = 10.60 11 9.330 81.71 4 0.0 8.910 100 20.561 to 0.0 0.0 0.0 12 9.330 552.48 4.26 0.0 8.910 0.0919 0.819 Val = 12.44 12 9.330 83.46 4 6L 25.693 93.241 100 21.380 to 0.0 25.693 0.0 DRY 9.330 635.94 4.026 0.0 118.934 0.1569 18.665 Val = 16.03 DRY 9.330 0.0 4 D 28.0 13.000 120 40.045 to B 12.0 78.000 2.308 C1 4 635.94 4.026 31- 18.0 91.000 0.1120 10.193 Val = 16.03 T 20.0 C1 4 0.0 6 L 11.316 13.000 120 52.546 to T 37.72 101.844 0.866 PMO 2 635.94 6.357 B 12.573 114.844 0.0121 1.391 Val = 6.43 S 40.235 0.0 PMO 635.94 54.803 KFactor= 85.90 System Demand Pressure 54.803 Safety Margin 27.665 Continuation Pressure 82.468 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Node1 Elev1 K to Node2 Elev2 Fact Qa Nom Fitting or Qt Act Eqiv Page 7. Date 4-9-2019 Pipe CFact Pt Ftngs Pe ******* Notes ****** Len Total Pf/Ft Pf Pressure @ Pump Outlet 82.468 Pressure From Pump Curve -51.817 Pressure @ Pump Inlet 30.651 PMI 2 0.0 8 4L 78.528 430.860 150 30.651 to G 6.041 137.422 2.599 CITY -4 635.94 7.98 T 52.855 568.282 0.0026 1.505 Vel = 4.08' 500.00 Qa = 500.00 CITY 1135.94 34.755 K Factor = 192.68 13 12 8.00 24.62 1.25 0.0 7.750 100 9.470 to 0.0 0.0 0.0 14 12 24.62 1.38 0.0 7.750 0.0705 0.546 Vel = 5.28 14 12 8.00 25.32 1.25 0.0 7.750 100 10.016 to 0.0 0.0 0.0 15 12 49.94 1.38 0.0 7.750 0.2606 2.020 Vel = 10.71 15 12 8.00 27.75 1.25 E 2.141 2.250 100 12.036 to 0.0 2.141 0.0 16 12 77.69 1.38 0.0 4.391 0.5903 2.592 Vel = 16.66 16 12 0.0 1.25 T 4.282 0.750 100 14.628 to - 0.0 4.282 1.156 6 9.330 77.69 1.38 0.0 5.032 0.5906 2.972 Vel = 16.66 0.0 6 77.69 18.756 K Factor = 17.94 17 12 8.00 24.69 1.25 0.0 7.750 100 9.522 to 0.0 0.0 0.0 18 12 24.69 1.38 0.0 7.750 0.0708 0.549 Vel = 5.30 18 12 8.00 25.38 1.25 0.0 7.750 100 10.071 to 0.0 0.0 0.0 19 12 50.07 1.38 0.0 7.750 0.2619 2.030 Vel = 10.74 19 12 8.00 27.83 1.25 E 2.141 2.250 100 12.101 to 0.0 2.141 0.0 20 12 77.9 1.38 0.0 4.391 0.5933 2.605 Vel = 16.71 20 12 0.0 1.25 T 4.282 0.750 100 14.706 to 0.0 4.282 1.156 7 9.330 77.9 1.38 0.0 5.032 0.5934 2.986 Vel = 16.71 0.0 7 77.90 18.848 K Factor = 17.94 21 12 8.00 24.82 1.25 0.0 7.750 100 9.626 to 0.0 0.0 0.0 22 12 24.82 1.38 0.0 7.750 0.0716 0.555 Vel = 5.32 22 12 8.00 25.53 1.25 0.0 7.750 100 10.181 to 0.0 0.0 0.0 23 12 50.35 1.38 0.0 7.750 0.2645 2.050 Vel = 10.80 23 12 8.00 27.98 1.25 E 2.141 2.250 100 12.231 to 0.0 2.141 0.0 24 12 78.33 1.38 0.0 4.391 0.5994 2.632 Vel = 16.80 24 12 0.0 1.25 T 4.282 0.750 100 14.863 to 0.0 4.282 1.156 8 9.330 78.33 1.38 0.0 5.032 0.5994 3.016 Vel = 16.80 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams Capital Fire Protection Page 8 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 0.0 8 78.33 19.035 K Factor = 17.95 25 12 8.00 25.06 1.25 0.0 7.750 100 9.812 to 0.0 0.0 0.0 26 12 25.06 1.38 0.0 7.750 0.0728 0.564 Vel = 5.38 26 12 8.00 25.77 1.25 0.0 7.750 100 10.376 to 0.0 0.0 0.0 27 12 50.83 1.38 0.0 7.750 0.2693 2.087 Vel = 10.90 27 12 8.00 28.24 1.25 E 2.141 2.250 100 12.463 to 0.0 2.141 0.0 28 12 79.07 1.38 0.0 4.391 0.6099 2.678 Vel = 16.96 28 12 0.0 1.25 T 4.282 0.750 100 15.141 to 0.0 4.282 1.156 9 9.330 79.07 1.38 0.0 5.032 0.6099 3.069 Vel = 16.96 0.0 9 79.07 19.366 K Factor = 17.97 29 12 8.00 25.40 1.25 0.0 7.750 100 10.083 to 0.0 0.0 0.0 30 12 25.4 1.38 0.0 7.750 0.0746 0.578 Vel = 5.45 30 12 8.00 26.12 1.25 0.0 7.750 100 10.661 to 0.0 0.0 0.0 31 12 51.52 1.38 0.0 7.750 0.2761 2.140 Vel = 11.05 31 12 8.00 28.63 1.25 E 2.141 2.250 100 12.801 to 0.0 2.141 0.0 32 12 80.15 1.38 0.0 4.391 0.6254 2.746 Vel = 17.19 32 12 0.0 1.25 T 4.282 0.750 100 15.547 to 0.0 4.282 1.156 10 9.330 80.15 1.38 0.0 5.032 0.6254 3.147 Vel = 17.19 0.0 10 80.15 19.850 K Factor = 17.99 33 12 8.00 25.90 1.25 0.0 7.750 100 10.481 to 0.0 0.0 0.0 34 12 25.9 1.38 0.0 7.750 0.0774 0.600 Vel = 5.56 34 12 8.00 26.63 1.25 to 35 12 52.53 1.38 0.0 0.0 0.0 7.750 0.0 7.750 100 11.081 0.0 0.2862 2.218 Vel = 11.27 35 12 8.00 29.17 1.25 E 2.141 2.250 100 13.299 to 0.0 2.141 0.0 36 12 81.7 1.38 0.0 4.391 0.6479 2.845 Vel = 17.52 36 12 0.0 1.25 T 4.282 0.750 100 16.144 to 0.0 4.282 1.156 11 9.330 81.7 1.38 0.0 5.032 0.6481 3.261 Vel = 17.52 0.0 11 81.70 20.561 K Factor = 18.02 37 12 8.00 26.46 1.25 0.0 7.750 100 10.941 to 0.0 0.0 0.0 38 12 26.46 1.38 0.0 7.750 0.0804 0.623 Vel = 5.68 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page ,9 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 i 38 12 8.00 27.21 1.25 0.0 7.750 100 11.564 to 0.0 0.0 0.0 39 12 53.67 1.38 0.0 7.750 0.2978 2.308 Vel = 11.51 39 12 8.00 29.79 1.25 E 2.141 2.250 100 13.872 to 0.0 2.141 0.0 40 12 83.46 1.38 0.0 4.391 0.6741 2.960 Vel = 17.90 40 12 0.0 1.25 T .' 4.282 0.760 100 16.832 to 0.0 4.282 1.156 12 9.330 83.46 1.38 0.0 5.032 0.6741 3.392 Val = 17.90 0.0 12 83.46 21.380 K Factor = 18.05 Computer Programs by Hydratec Inc. Revision: 50.53.5 .CEIVED APR 16 2019 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 B RA1 Drawing 2 Location Warehouse area Remote Area 1 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building B Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection Page 1, 19-0445 Enterprise Morans Point Building B RA1 Date 9-4-2019 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORANS BUILDING B WET SYSTEM Location: Warehouse area Drawing no: 2 Date: 4-9-2019 Design Remote are' a'"nomber.' 1 Remote'area location: Warehouse Occupancy classification: ORD GP2 Density.', 0.2 - Gpm/SgFt' ' ,. Area of application: 1500 - Sgl`t Coverage p'ersprinkler: „130'- SgFt Type of sprinklers calculated., 8.0 upright No. of sprinklers calculated., 14 In -rack demand. - GPM Hose streams: 250 - GPM Total water required (including hose streams): 644 - GPM @ 33.3 - Psi Type of system: WET 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 B RA1 Page 2 Date 9-4-2019 City Water Supply: Pump Data: Demand: C1 - Static Pressure 53 P1 - Pump Churn Pressure 55 D1 - Elevation 14.985 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 394.373 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 84.911 P3 - Pump Pressure @ Max Flow 32.5 Hose (Demand) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 - System Demand : 394.373 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose (Adj City) : 250 Al - Adjusted Static: 49.292 City Residual Flow @ 20 = 1564.86 Safety Margin 13.260 A2 - Adj Resid 33.882 @ 750 City Water @ 150% of Pump = 35.08 A3-Adj Resid 19.963 @ 1125 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 1E 3-�j-3+ 50 4030 20 D1 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 B RA1 Date 9-4-2019 Fitting Legend Abbrev. Name '/ '% 1 1% 1'/: 2 2'/ 3 3'% 4 5 6 8 10 12 14 16 18 20 24 NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 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 Capitbi Fire Protection 19-0445 Enterprise Morans Point Building B RA1 Page 4 Date 9-4-2019 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve 98.171 394.37 84.911 CITY 53.0 26 1404.0 46.608 644.37 46.608 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 41 28.76 8 9.06 24.09 42 30.6 8 8.7 23.6 43 32.43 8 9.45 24.59 44 34.26 8 11.97 27.68 45 36.1 8 17.22 33.2 46 36.75 33.66 47 33.83 45.61 48 33.83 45.79 49 33.83 46.45 100 8.667 77.62 C1 4.0 83.47 PMO 2.0 84.91 PMI 2.0 43.37 UG1 -4.0 45.99 CITY -4.0 46.61 250.0 50 28.76 8 9.1 24.13 51 30.6 8 8.74 23.65 52 32.43 8 9.49 24.64 53 34.26 8 12.03 27.74 54 36.1 8 17.3 33.27 55 36.75 33.8 56 30.6 8 14.25 30.2 57 32.43 8 14.11 30.05 58 34.26 8 15.69 31.69 59 36.1 8 20.07 35.84 60 36.75 35.28 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building B RA1 Nadel Elev1 K to Node2 Elev2 Fact Qa Nam Fitting or Qt Act Eqiv Pdge 5. Date 9-4-2019 Pipe CFact Pt Ftngs Pe ******* Notes ****** Len Total Pf/Ft Pf 41 28.76 8.00 24.09 1.25 0.0 11.150 120 9.065 to 0.0 0.0 -0.797 42 30.6 24.09 1.442 0.0 11.150 0.0389 0.434 Vel = 4.73 42 30.6 8.00 23.60 1.25 0.0 11.150 120 8.702 to 0.0 0.0 -0.793 43 32.43 47.69 1.442 0.0 11.150 0.1379 1.538 Val = 9.37 43 32.43 8.00 24.59 1.25 0.0 11.150 120 9.447 to 0.0 0.0 -0.793 44 34.26 72.28 1.442 0.0 11.150 0.2977 3.319 Val = 14.20 44 34.26 8.00 27.68 1.25 0.0 11.150 120 11.973 to 0.0 0.0 -0.797 45 36.1 99.96 1.442 0.0 11.150 0.5422 6.045 Vel = 19.64 45 36.1 8.00 33.20 1.25 E 3.716 6.990 120 17.221 to T 7.432 11.148 -0.282 46 36.75 133.16 1.442 0.0 18.138 0.9217 16.718 Val = 26.16 46 36.75 0.0 1.25 T 7.432 4.167 120 33.657 to 0.0 7.432 1.265 47 33.83 133.16 1.442 0.0 11.599 0.9215 10.689 Val = 26.16 47 33.83 0.0 3 0.0 10.500 120 45.611 to 0.0 0.0 0.0 48 33.83 133.16 3.26 0.0 10.500 0.0174 0.183 Val = 5.12 48 33.83 133.43 3 0.0 10.500 120 45.794 to 0.0 0.0 0.0 49 33.830 266.59 3.26 0.0 10.500 0.0627 0.658 Val = 10.25 49 33.830 127.78 3 2L 13.44 123.166 120 46.452 to T 20.159 33.599 10.898 100 8.667 394.37 3.26 0.0 156.765 0.1293 20.275 Val = 15.16 100 8.667 0.0 4 2L 15.8 48.250 120 77.625 to B 15.8 60.568 2.021 C1 4 394.37 4.26 S 28.968 108.818 0.0351 3.824 Val = 8.88 C1 4 0.0 6 L 11.316 13.000 120 83.470 to T 37.72 101.844 0.866 PMO 2 394.37 6.357 B 12.573 114.844 0.0050 0.575 Vel = 3.99 0.0 PMO 394.37 84.911 K Factor = 42.80 System Demand Pressure 84.911 Safety Margin 13.260 Continuation Pressure 98.171 Pressure @ Pump Outlet 98.171 Pressure From Pump Curve -54.803 Pressure @ Pump Inlet 43.368 PMI 2 0.0 8 0.0 12.000 120 43.368 to 0.0 0.0 2.599 UG1 -4 394.37 7.981 0.0 12.000 0.0017 0.020 Vel = 2.53 UG1 -4 0.0 8 4L 78.528 430.860 150 45.987 to G 6.041 137.422 0.0 CITY -4 394.37 7.98 T 52.855 568.282 0.0011 0.621 Vel = 2.53 Computer Programs by Hydratec Inc. Revision: 5D.53.5 Final Calculations: Hazen -Williams o- Capifal Fire Protection Page 6 19-0445 Enterprise Morans Point Building B RA1 Date 9-4-2019 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 250.00 Qa = 250.00 CITY 644.37 46.608 KFactor= 94.39 50 28.76 8.00 24.13 1.25 0.0 11.150 120 9.098 to 0.0 0.0 -0.797 51 30.6 24.13 1.442 0.0 11.150 0.0392 0.437 Val = 4.74 51 30.6 8.00 23.65 1.25 0.0 11.150 120 8.738 to 0.0 0.0 -0.793 52 32.43 47.78 1.442 0.0 11.150 0.1384 1.543 Vel = 9.39 52 32.43 8.00 24.64 1.25 0.0 11.150 120 9.488 to 0.0 0.0 -0.793 53 34.26 72.42 1.442 0.0 11.150 0.2987 3.331 Vel = 14.23 53 34.26 8.00 27.74 1.25 0.0 11.150 120 12.026 to 0.0 0.0 -0.797 54 36.1 100.16 1.442 0.0 11.150 0.5442 6.068 Vel = 19.68 54 36.1 8.00 33.28 1.25 E 3.716 6.990 120 17.297 to T 7.432 11.148 -0.282 55 36.75 133.44 1.442 0.0 18.138 0.9252 16.782 Vel = 26.21 55 36.75 0.0 1.25 T 7.432 4.167 120 33.797 to 0.0 7.432 1.265 48 33.83 133.44 1.442 0.0 11.599 0.9253 10.732 Val = 26.21 0.0 48 133.44 45.794 K Factor = 19.72 56 30.6 8.00 30.20 1.25 0.0 11.150 120 14.246 to 0.0 0.0 -0.793 57 32.43 30.2 1.442 0.0 11.150 0.0593 0.661 Vel = 5.93 57 32.43 8.00 30.05 1.25 0.0 11.150 120 14.114 to 0.0 0.0 -0.793 58 34.26 60.25 1.442 0.0 11.150 0.2126 2.370 Vel = 11.84 58 34.26 8.00 31.69 1.25 0.0 11.150 120 15.691 to 0.0 0.0 -0.797 59 36.1 91.94 1.442 0.0 11.150 0.4645 5.179 Val = 18.06 59 36.1 8.00 35.84 1.25 E 3.716 6.990 120 20.073 to T 7.432 11.148 -0.282 60 36.75 127.78 1.442 0.0 18.138 0.8540 15.490 Vel = 25.10 60 36.75 0.0 1.25 T 7.432 4.167 120 35.281 to 0.0 7.432 1.265 49 33.830 127.78 1.442 0.0 11.599 0.8540 9.906 Vel = 25.10 0.0 49 127.78 46.452 K Factor = 18.75 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 B LAB/OFFICE RA2 Drawing 1 Location LAB/OFFICE RA2 Remote Area 2 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building B Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORANS BUILDING B WET SYSTEM Location: LAB/OFFICE RA2 Drawing no: 1 Date: 4-9-2019 Design Remote area number. 2 Remote area location: LAB/OFFICE Occupancy classification: ORD GP2 Density: 0.2 - Gpm/SgFt Area of application: 900 - SgFt Coverage per sprinkler. 130 -.SgFt Type of sprinklers calculated. 5.6 PEND. No. of sprinklers calculated., 10 In -rack demand. - GPM Hose streams: 250 - GPM Total water required (including hose streams): 501.1 - GPM Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2019 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.) @ 61.6 - Psi Page 1 , Date 4-12-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection Page 2 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Date 4-12-2019 ' City Water Supply: Pump Data: Demand: C1 - Static Pressure 53 P1 - Pump Churn Pressure 55 D1 - Elevation 5.197 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 251.101 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 61.664 P3 - Pump Pressure @ Max Flow 32.5 Hose ( Demand) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 - System Demand : 251.101 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose (Adj City) : 250 Al - Adjusted Static: 49.292 City Residual Flow @ 20 = 1564.86 Safety Margin 39.449 A2 - Adj Resid 33.947 @ 750 City Water @ 150% of Pump = 35.08 A3 - Adj Resid 20.101 @ 1125 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 2 R 60 C1 3 + P3 E 50 40 30 A3 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 B LAB/OFFICE RA2 Page 3 Date 4-12-2019 Fitting Legend Abbrev. Name '% % 1 1'% 1'/ 2 2Y: 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 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. Computer Programs by Hydratec Inc. Revision: 50.53.5 y Flow Summary - NFPA Capital Fire Protection 19-0445 Entbrprise Morans Point Building B LAB/OFFICE RA2 Page 4 Date 4-12-2019 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve 101.113 251.1 61.664 CITY 53.0 26 1404.0 48.986 501.1 48.986 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 61 8.0 5.6 15.67 22.17 62 8.67 15.8 63 8.67 17.76 64 8.67 20.62 65 8.67 23.57 66 8.67 29.82 67 8.67 35.97 77 8.67 49.42 68 8.67 49.96 100 8.667 56.87 C1 4.0 60.55 PMO 2.0 61.66 PMI 2.0 46.12 CITY -4.0 48.99 260.0 69 8.0 5.6 16.57 22.79 70 8.67 16.72 71 8.0 5.6 19.63 24.81 72 8.67 19.86 73 8.0 5.6 22.09 26.32 74 8.67 22.38 75 8.0 5.6 27.91 29.59 76 8.67 28.34 78 8.0 5.6 16.39 22.67 79 8.67 16.54 80 8.67 18.66 81 8.67 19.63 82 8.67 23.11 83 8.67 29.35 84 8.67 35.48 85 8.0 5.6 17.48 23.41 86 8.67 17.65 87 8.0 5.6 18.37 24.0 88 8.67 18.56 89 8.0 5.6 21.6 26.03 90 8.67 21.87 91 8.0 5.6 27.4 29.31 92 8.67 27.82 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Page 5 , Date 4-12-2019 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 8 5.60 22.17 1 E 2.0 0.670 120 15.673 to 0.0 2.000 -0.290 62 8.67 22.17 1.049 0.0 2.670 0.1573 0.420 Val = 8.23 62 8.67 0.0 1 E 2.0 10.450 120 15.803 to 0.0 2.000 0.0 63 8.67 22.17 1.049 0.0 12.450 0.1575 1.961 Vel = 8.23 63 8.67 22.79 1.25 E 3.0 9.680 120 17.764 to T 6.0 9.000 0.0 64 8.67 44.96 1.38 0.0 18.680 0.1532 2.861 Vel = 9.64 64 8.67 24.82 1.25 0.0 8.530 120 20.625 to 0.0 0.0 0.0 65 8.67 69.78 1.38 0.0 8.530 0.3454 2.946 Vel = 14.97 65 8.67 26.32 1.25 0.0 10.000 120 23.571 to 0.0 0.0 0.0 66 8.67 96.1 1.38 0.0 10.000 0.6244 6.244 Val = 20.61 66 8.67 29.58 1.25 0.0 6.000 120 29.815 to 0.0 0.0 0.0 67 8.67 125.68 1.38 0.0 6.000 1.0258 6.155 Val = 26.96 67 8.67 0.0 1.25 T 6.0 7.640 120 35.970 to 0.0 6.000 0.0 68 8.67 125.68 1.38 0.0 13.640 1.0260 13.994 Val = 26.96 0.0 68 125.68 49.964 K Factor = 17.78 77 8.67 125.42 2.5 0.0 12.330 120 49.424 to 0.0 0.0 0.0 68 8.67 125.42 2.635 0.0 12.330 0.0438 0.540 Vel = 7.38 68 8.67 125.68 2.5 T 16.474 27.167 120 49.964 to 0.0 16.474 0.001 100 8.667 251.1 2.635 0.0 43.641 0.1582 6.903 Vel = 14.77 100 8.667 0.0 4 2L 15.8 48.250 120 56.868 to B 15.8 60.568 2.021 C1 4 251.1 4.26 S 28.968 108.818 0.0153 1.660 Val = 5.65 C1 4 0.0 6 L 11.316 13.000 120 60.549 to T 37.72 101.844 10.866 PMO 2 251.1 6.357 B 12.573 114.844 0.0022 0.249 Val = 2.54 S 40.235 0.0 PMO 251.10 61.664 KFactor= 31.98 System Demand Pressure 61.664 Safety Margin 39.449 Continuation Pressure 101.113 Pressure @ Pump Outlet 101.113 Pressure From Pump Curve -54.995 Pressure @ Pump Inlet 46.118 PMI 2 0.0 8 4L 78.528 430.860 150 46.118 to G 6.041 137.422 2.599 CITY -4 251.1 7.98 T 52.855 568.282 0.0005 0.269 Val = 1.61 250.00 Qa = 250.00 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Page 6 Date 4-12-2019 Nodal Elev1 K Qa Nom Fitting Pipe CFact- Pt to or Flings Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf CITY 501.10 48.986 K Factor = 71.60 69 8 5.60 22.80 1 E 2.0 0.670 120 16.569 to 0.0 2.000 -0.290 70 8.67 22.8 1.049 0.0 2.670 0.1655, 0.442 Vel = 8.46 70 8.67 0.0 1 T 5.0 1.290 120 16.721 to . 0.0 5.000 0.0 63 8.67 22.8 1.049 0.0 6.290 0.1658 1.043 Val = 8.46 0.0 63 22.80 17.764 K Factor = 5.41 71 8 5.60 24.81 1 E 2.0 0.670 120 19.628 to 0.0 2.000 -0.290 72 8.67 24.81 1.049 0.0 2.670 0.1940 0.518 Val = 9.21 72 8.67 0.0 1 E 2.0 1.970 120 19.856 to 0.0 2.000 0.0 64 8.67 24.81 1.049 0.0 3.970 0.1937 0.769 Vel = 9.21 0.0 64 24.81 20.625 K Factor = 5.46 73 8 5.60 26.32 1 E 2.0 0.670 120 22.094 to 0.0 2.000 -0.290 74 8.67 26.32 1.049 0.0 2.670 0.2165 0.578 Val = 9.77 74 8.67 0.0 1 T 5.0 0.500 120 22.382 to 0.0 5.000 0.0 65 8.67 26.32 1.049 0.0 5.500 0.2162 1.189 Vel = 9.77 0.0 65 26.32 23.571 K Factor = 5.42 75 8 5.60 29.59 1 E 2.0 0.670 120 27.912 to 0.0 2.000 -0.290 76 8.67 29.59 1.049 0.0 2.670 0.2682 0.716 Val = 10.98 76 8.67 0.0 1 T 5.0 0.500 120 28.338 to 0.0 5.000 0.0 66 8.67 29.59 1.049 0.0 5.500 0.2685 1.477 Vel = 10.98 0.0 66 29.59 29.815 K Factor = 5.42 78 8 5.60 22.67 1 E 2.0 0.670 120 16.388 to 0.0 2.000 -0.290 79 8.67 22.67 1.049 0.0 2.670 0.1640 0.438 Val = 8.42 79 8.67 0.0 1 E 2.0 10.980 120 16.536 to 0.0 2.000 0.0 80 8.67 22.67 1.049 0.0 12.980 0.1640 2.129 Vel = 8.42 80 8.67 23.41 1.25 0.0 6.000 120 18.665 to 0.0 0.0 0.0 81 8.67 46.08 1.38 0.0 6.000 0.1603 0.962 Val = 9.88 81 8.67 24.00 1.25 0.0 10.000 120 19.627 to 0.0 0.0 0.0 82 8.67 70.08 1.38 0.0 10.000 0.3482 3.482 Vel = 15.03 82 8.67 26.02 1.25 0.0 10.000 120 23.109 to 0.0 0.0 0.0 83 8.67 96.1 1.38 0.0 10.000 0.6245 6.245 Val = 20.61 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 7 , 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Date 4-12-2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 83 8.67 29.32 1.25 0.0 6.000 120 29.354 to 0.0 0.0 0.0 84 8.67 125.42 1.38 0.0 6.000 1.0218 6.131 Vel = 26.90 84 8.67 0.0 1.25 T 6.0 7.640 120 35.485 to 0.0 6.000 0.0 77 8.67 125.42 1.38 0.0 13.640 1.0219 13.939 Vel = 26.90 0.0 77 125.42 49.424 K Factor = 17.84 85 8 5.60 23.41 1 E 2.0 0'670 120 17.475 to 0.0 2,000 -0.290 86 8.67 23.41 1.049 0.0 2.670 0.1742 0.465 Vel = 8.69 86 8.67 0.0 1 T 5.0 0.830 120 17.650 to 0.0 5.000 0.0 80 8.67 23.41 1.049 0.0 5.830 0.1741 1.015 Vel = 8.69 0.0 80 23.41 18.665 K Factor = 5.42 87 8 5.60 24.00 1 E 2.0 0.670 120 18.367 to 0.0 2.000 -0.290 88 8.67 24.0 1.049 0.0 2.670 0.1824 0.487 Vel = 8.91 88 8.67 0.0 1 T 5.0 0.830 120 18.564 to 0.0 5.000 0.0 81 8.67 24.0 1.049 0.0 5.830 0.1823 1.063 Vel = 8.91 0.0 81 24.00 19.627 K Factor = 5.42 89 8 6.60 26.02 1 E 2.0 0.670 120 21.598 to 0.0 2.000 -0.290 90 8.67 26.02 1.049 0.0 2.670 0.2120 0.566 Vel = 9.66 90 8.67 0.0 1 T 5.0 0.830 120 21.874 to 0.0 5.000 0.0 82 8.67 26.02 1.049 0.0 5.830 0.2118 1.235 Vel = 9.66 0.0 82 26.02 23.109 K Factor = 5.41 91 8 5.60 29.31 1 E 2.0 0.670 120 27.400 to 0.0 2.000 -0.290 92 8.67 29.31 1.049 0.0 2.670 0.2640 0.705 Val = 10.88 92 8.67 0.0 1 T 5.0 0.830 120 27.815 to 0.0 5.000 0.0 83 8.67 29.31 1.049 0.0 5.830 0.2640 1.539 Val = 10.88 0.0 83 29.31 29.364 K Factor = 5.41 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 MORANS BUILDING B DRY CANOPY RA3 Drawing 2 Location BUILDING B Remote Area 3 Contract 19-0445 Data File ENTERPRISE MORANS BUILDING B DRY CANOPY.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORANS BUILDING B DRY CANOPY Location: BUILDING B Drawing no: 2 Date: 4-9-2019 Design Remote area number: 3 Remote area location: DRY CANOPY Occupancy classification: EXTRA HZD GPI Density. 0.3 - Gpm/SgFt Area of application: ENTIRE AREA - SgFt Coverage per sprinkler. 86 - SgFt Type of sprinklers calculated. 11.2 SSU No. of sprinklers calculated: 24 In -rack demand. - GPM Hose streams: 500 - GPM Total water required (including hose streams): 4317.18 - GPM Type of system: DRY Volume of dry or preaction system: 123 - 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.) @ 17.1538 - Psi Page 1, Date 4-9-2019 Computer Programs by Hydratec Inc. Revision: 50.63.5 Water Supply Curve C Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Page 2 Date 4-9-2019 ; City Water Supply: Pump Data: Demand: C1 - Static Pressure 53 P1 - Pump Churn Pressure 55 D1 - Elevation 6.930 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 635.94 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 54.803 P3 - Pump Pressure @ Max Flow 32.5 Hose ( Demand) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 - System Demand : 635.94 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose (Adj City) : 500 Al - Adjusted Static: 46.404 City Residual Flow @ 20 = 1564.86 Safety Margin 27.665 A2 - Adj Resid 26.582 @ 750 City Water @ 150% of Pump = 35.08 A3 - Adj Resid 10.694 @ 1125 150 140 130 P 120 R 110 AI+ P1 E 100 S 90 = S 80 U 70 R 60 C1 52 E 50 3 + P3 40 Al 30 20 A3 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 60.53.5 Fittings Used Summary Capital Fire Protection Page 3 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 0 0 0 0 0 D Dry Rel D 28 47 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 Gale 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 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. Computer Programs by Hydratec Inc. Revision: 50.53.6 Flow Summary - NFPA Capital'Fire Protection - ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Page 4 Date 4-9-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve 82.468 635.94 CITY 53.0 26 1404.0 34.755 1135.94 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node 1 12.0 8 9.46 24.6 2 12.0 8 10.0 25.3 3 12.0 8 12.02 27.73 4 12.0 14.61 5 9.33 18.73 6 9.33 18.76 7 9.33 18.85 8 9.33 19.04 9 9.33 19.37 10 9.33 19.85 11 9.33 20.56 12 9.33 21.38 DRY 9.33 40.04 C1 4.0 52.55 PMO 2.0 54.8 PMI 2.0 30.65 CITY -4.0 34.76 500.0 13 12.0 8 9.47 24.62 14 12.0 8 10.02 25.32 15 12.0 8 12.04 27.75 16 12.0 14.63 17 12.0 8 9.52 24.69 18 12.0 8 10.07 25.39 19 12.0 8 12.1 27.83 20 12.0 14.71 21 12.0 8 9.63 24.82 22 12.0 8 10.18 25.53 23 12.0 8 12.23 27.98 24 12.0 14.86 25 12.0 8 9.81 25.06 26 12.0 8 10.38 25.77 27 12.0 8 12.46 28.24 28 12.0 15.14 29 12.0 8 10.08 25.4 30 12.0 8 10.66 26.12 31 12.0 8 12.8 28.62 32 12.0 15.55 33 12.0 8 10.48 25.9 34 12.0 8 11.08 26.63 35 12.0 8 13.3 29.17 36 12.0 16.14 54.803 34.755 Notes Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Page 5 Date 4-9-2019 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 37 12.0 8 10.94 26.46 38 12.0 8 11.56 27.2 39 12.0 8 13.87 29.8 40 12.0 16.83 Computer Programs by Hydratec Inc.' Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protectiorr ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Page 6 Date 4-9-2019 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 12 8.00 24.60 1.25 0.0 7.750 100 9.456 to 0.0 0.0 0.0 2 12 24.6 1.38 0.0 7.750 0.0703 0.545 Vel = 5.28 2 12 8.00 25.30 1.25 0.0 7.750 100 10.001 to 0.0 0.0 0.0 3 12 49.9 1.38 0.0 7.750 0.2603 2.017 Vel = 10.70 3 12 8.00 27.73 1.25 E 2.141 2.250 100 12.018 to 0.0 2.141 0.0 4 12 77.63 1.38 0.0 4.391 0.5894 2.588 Val = 16.65 4 12 0.0 1.25 T 4.282 0.750 100 14.606 to 0.0 4.282 1.156 5 9.330 77.63 1.38 0.0 5.032 0.5896 2.967 Vel = 16.65 5 9.330 0.0 4 0.0 10.830 100 18.729 to 0.0 0.0 0.0 6 9.330 77.63 4.26 0.0 10.830 0.0025 0.027 Vel = 1.75 6 9.330 77.69 4 0.0 10.583 100 18.756 to 0.0 0.0 0.0 7 9.330 155.32 4.26 0.0 10.583 0.0087 0.092 Vel = 3.50 7 9.330 77.91 4 0.0 10.000 100 18.848 to 0.0 0.0 0.0 8 9.330 233.23 4.26 0.0 10.000 0.0187 0.187 Val = 5.25 8 9.330 78.32 4 0.0 10.410 100 19.035 to 0.0 0.0 0.0 9 9.330 311.55 4.26 0.0 10.410 0.0318 0.331 Vel = 7.01 9 9.330 79.07 4 0.0 10.000 100 19.366 to 0.0 0.0 0.0 10 9.330 390.62 4.26 0.0 10.000 0.0484 0.484 Vel = 8.79 10 9.330 80.15 4 0.0 10.410 100 19.850 to 0.0 0.0 0.0 11 9.330 470.77 4.26 0.0 10.410 0.0683 0.711 Vel = 10.60 11 9.330 81.71 4 0.0 8.910 100 20.561 to 0.0 0.0 0.0 12 9.330 552.48 4.26 0.0 8.910 0.0919 0.819 Val = 12.44 12 9.330 83.46 4 6L 25.693 93.241 100 21.380 to 0.0 25.693 0.0 DRY 9.330 635.94 4.026 0.0 118.934 0.1569 18.665 Vel = 16.03 DRY 9.330 0.0 4 D 28.0 13.000 120 40.045 to B 12.0 78.000 2.308 C1 4 635.94 4.026 3L 18.0 91.000 0.1120 10.193 Vel = 16.03 T 20.0 C1 to PMO PMO System Demand Pressure Safety Margin Continuation Pressure wl 635.94 6.357 AI L 11.316 13.000 120 52.546 T 37.72 101.844 0.866 B 12.573 114.844 0.0121 1.391 Val = 6.43 54.803 54.803 27.665 82.468 K Factor = 85.90 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 7. , ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 Pressure @ Pump Outlet 82.468 Pressure From Pump Curve -51.817 Pressure @ Pump Inlet 30.651 PMI 2 0.0 8 4L 78.528 430.860 150 30.651 to G 6.041 137.422 2.599 CITY -4 635.94 7.98 T 52.855 568.282 0.0026 1.505 Vel = 4.08 500.00 Qa = 500.00 CITY 1135.94 34.755 K Factor = 192.68 13 12 8.00 24.62 1.25 0.0 7.750 100 9.470 to 0.0 0.0 0.0 14 12 24.62 1.38 0.0 7.750 0.0705 0.546 Vel = 5.28 14 12 8.00 25.32 1.25 0.0 7.750 100 10.016 to 0.0 0.0 0.0 15 12 49.94 1.38 0.0 7.750 0.2606 2.020 Vel = 10.71 15 12 8.00 27.75 1.25 E 2.141 2.250 100 12.036 to 0.0 2.141 0.0 16 12 77.69 1.38 0.0 4.391 0.5903 2.592 Vel = 16.66 16 12 0.0 1.25 T 4.282 0.750 100 14.628 to 0.0 4.282 1.156 6 9.330 77.69 1.38 0.0 5.032 0.5906 2.972 Vel = 16.66 0.0 6 77.69 18.756 K Factor = 17.94 17 12 8.00 24.69 1.25 0.0 7.750 100 9.522 to 0.0 0.0 0.0 18 12 24.69 1.38 0.0 7.750 0.0708 0.549 Vel = 5.30 18 12 8.00 25.38 1.25 0.0 7.750 100 10.071 to 0.0 0.0 0.0 19 12 50.07 1.38 0.0 7.750 0.2619 2.030 Vel = 10.74 19 12 8.00 27.83 1.25 E 2.141 2.250 100 12.101 to 0.0 2.141 0.0 20 12 77.9 1.38 0.0 4.391 0.5933 2.605 Vel = 16.71 20 12 0.0 1.25 T 4.282 0.750 100 14.706 to 0.0 4.282 1.156 7 9.330 77.9 1.38 0.0 5.032 0.5934 2.986 Vel = 16.71 0.0 7 77.90 18.848 K Factor = 17.94 21 12 8.00 24.82 1.25 0.0 7.750 100 9.626 to 0.0 0.0 0.0 22 12 24.82 1.38 0.0 7.750 0.0716 0.555 Vel = 5.32 22 12 8.00 25.53 1.25 0.0 7.750 100 10.181 to 0.0 0.0 0.0 23 12 50.35 1.38 0.0 7.750 0.2645 2.050 Vel = 10.80 23 12 8.00 27.98 1.25 E 2.141 2.250 100 12.231 to 0.0 2.141 0.0 24 12 78.33 1.38 0.0 4.391 0.5994 2.632 Vel = 16.80 24 12 0.0 1.25 T 4.282 0.750 100 14.863 to 0.0 4.282 1.156 8 9.330 78.33 1.38 0.0 5.032 0.5994 3.016 Vel = 16.80 Computer Programs by Hydratec Inc. Revision: 50.53.6 Final Calculations: Hazen -Williams Capitat Fire Protpctiorr Page 8 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 0.0 8 78.33 19.035 K Factor = 17.95 25 12 8.00 25.06 1.25 0.0 7.750 100 9.812 to 0.0 0.0 0.0 26 12 25.06 1.38 0.0 7.750 0.0728 0.564 Vel = 5.38 26 12 8.00 25.77 1.25 0.0 7.750 100 10.376 to 0.0 0.0 0.0 27 12 50.83 1.38 0.0 7.750 0.2693 2.087 Vel = 10.90 27 12 8.00 28.24 1.25 E 2.141 2.250 100 12.463 to 0.0 2.141 0.0 28 12 79.07 1.38 0.0 4.391 0.6099 2.678 Vel = 16.96 28 12 0.0 1.25 T 4.282 0.750 100 15.141 to 0.0 4.282 1.156 9 9.330 79.07 1.38 0.0 5.032 0.6099 3.069 Vel = 16.96 0.0 9 79.07 19.366 K Factor = 17.97 29 12 8.00 25.40 1.25 0.0 7.750 100 10.083 to 0.0 0.0 0.0 30 12 25.4 1.38 0.0 7.750 0.0746 0.578 Val = 5.45 30 12 8.00 26.12 1.25 0.0 7.750 100 10.661 to 0.0 0.0 0.0 31 12 51.52 1.38 0.0 7.750 0.2761 2.140 Vel = 11.05 31 12 8.00 28.63 1.25 E 2.141 2.250 100 12.801 to 0.0 2.141 0.0 32 12 80.15 1.38 0.0 4.391 0.6254 2.746 Val = 17.19 32 12 0.0 1.25 T 4.282 0.750 100 15.547 to 0.0 4.282 1.156 10 9.330 80.15 1.38 0.0 5.032 0.6254 3.147 Vel = 17.19 0.0 10 80.15 19.850 K Factor = 17.99 33 12 8.00 25.90 1.25 0.0 7.750 100 10.481 to 0.0 0.0 0.0 34 12 25.9 1.38 0.0 7.750 0.0774 0.600 Vel = 5.56 34 12 8.00 26.63 1.25 0.0 7.750 100 11.081 to 0.0 0.0 0.0 35 12 52.53 1.38 0.0 7.750 0.2862 2.218 Val = 11.27 35 12 8.00 29.17 1.25 E 2.141 2.250 100 13.299 to 0.0 2.141 0.0 36 12 81.7 1.38 0.0 4.391 0.6479 2.845 Vel = 17.52 36 12 0.0 1.25 T 4.282 0.750 100 16.144 to 0.0 4.282 1.156 11 9.330 81.7 1.38 0.0 5.032 0.6481 3.261 Vel = 17.52 0.0 11 81.70 20.561 K Factor = 18.02 37 12 8.00 26.46 1.25 0.0 7.750 100 10.941 to 0.0 0.0 0.0 38 12 26.46 1.38 0.0 7.750 0.0804 0.623 Vel = 5.68 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 9 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Date 4-9-2019 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 38 12 8.00 27.21 1.25 0.0 7.750 100 11.564 to 0.0 0.0 0.0 39 12 53.67 1.38 0.0 7.750 0.2978 2.308 Vel = 11.51 39 12 8.00 29.79 1.25 E 2.141 2.250 100 13.872 to 0.0 2.141 0.0 40 12 83.46 1.38 0.0 4.391 0.6741 2.960 Vel = 17.90 40 12 0.0 1.25 T 4.282 0.750 100 16.832 to 0.0 4.282 1.156 12 9.330 83.46 1.38 0.0 5.032 0.6741 3.392 Vel = 17.90 0.0 12 83.46 21.380 K Factor = 18.05 Computer Programs by Hydratec Inc. Revision: 60.63.5 I" ECEIVEp R y; JItE —� 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 B RA1 R Drawing 2 U Location Warehouse area Remote Area 1 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building B Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection Page 1 ' 19-0445 Enterprise Morans Point Building B RA1 Date 9-4-2019 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORANS BUILDING B WET SYSTEM Location: Warehouse area Drawing no: 2 Date: 4-9-2019 Design Remote area number. 1 Remote area location: Warehouse Occupancy classification: ORD GP2 Density: 0.2 - Gpm/SgFt Area of application: , 1500 - SgFt .,Coverage`pe�zphnkler 130-SgFt ;Type of sprinklers calculated: 8.0 upright j No. of sprinklers calculated: 14 In-racliedeman'd: -GPM ,Hose streams: 250 = GPM Total water required (including hose streams): 644 - GPM @ 33.3 - Psi Type'ofSys tem: WET 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 B RA1 Date 94-2019 City Water Supply: Pump Data: Demand: C1 - Static Pressure 53 P1 - Pump Churn Pressure 55 D1 - Elevation 14.985 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 394.373 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 84.911 P3 - Pump Pressure @ Max Flow 32.5 Hose ( Demand) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 - System Demand : 394.373 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose (Adj City) : 250 Al -Adjusted Static: 49.292 City Residual Flow @ 20 = 1564.86 Safety Margin 13.260 A2 - Adj Resid 33.882 @ 750 City Water @ 150% of Pump = 35.08 A3 - Ad] Resid 19.963 @ 1125 150 140 130 P 120 R 110 E 100 S 90 132 AZ+PZ S 80 U 70 R60 1 3+P3 E 50 40 30 A3 20 D1 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 B RA1 Date 9-4-2019 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 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 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. Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Cbpilal Fire Protection' 19-0445 Enterprise Morans Point Building B RA1 Page 4 Date 9.4-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve 98.171 394.37 84.911 CITY 53.0 26 1404.0 46.608 644.37 46.608 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 41 28.76 8 9.06 24.09 42 30.6 8 8.7 23.6 43 32.43 8 9.45 24.59 44 34.26 8 11.97 27.68 45 36.1 8 17.22 33.2 46 36.75 33.66 47 33.83 45.61 48 33.83 45.79 49 33.83 46.45 100 8.667 77.62 C1 4.0 83.47 PMO 2.0 84.91 PMI 2.0 43.37 UG1 4.0 45.99 CITY -4.0 46.61 250.0 50 28.76 8 9.1 24.13 51 30.6 8 8.74 23.65 52 32.43 8 9.49 24.64 53 34.26 8 12.03 27.74 54 36.1 8 17.3 33.27 55 36.75 33.8 56 30.6 8 14.25 30.2 57 32.43 8 14.11 30.05 58 34.26 8 15.69 31.69 59 36.1 8 20.07 35.84 60 36.75 35.28 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 5 19-0445 Enterprise Morans Point Building B RA1 Date 9-4-2019 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 41 28.76 8.00 24.09 1.25 0.0 11.150 120 9.065 to 0.0 0.0 -0.797 42 30.6 24.09 1.442 0.0 11.150 0.0389 0.434 Vel = 4.73 42 30.6 8.00 23.60 1.25 0.0 11.150 120 8.702 to 0.0 0.0 -0.793 43 32.43 47.69 1.442 0.0 11.150 0.1379 1.538 Val = 9.37 43 32.43 8.00 24.59 1.25 0.0 11.150 120 9.447 to 0.0 0.0 -0.793 44 34.26 72.28 1.442 0.0 11.150 0.2977 3.319 Vel = 14.20 44 34.26 8.00 27.68 1.25 0.0 11.150 120 11.973 to 0.0 0.0 -0.797 45 36.1 99.96 1.442 0.0 11.150 0.5422 6.045 Vel = 19.64 45 36.1 8.00 33.20 1.25 E 3.716 6.990 120 17.221 to T 7.432 11.148 -0.282 46 36.75 133.16 1.442 0.0 18.138 0.9217 16.718 Val = 26.16 46 36.75 0.0 1.25 T 7.432 4.167 120 33.657 to 0.0 7.432 1.265 47 33.83 133.16 1.442 0.0 11.599 0.9215 10.689 Val = 26.16 47 33.83 0.0 3 0.0 10.500 120 45.611 to 0.0 0.0 0.0 48 33.83 133.16 3.26 0.0 10.500 0.0174 0.183 Val = 5.12 48 33.83 133.43 3 0.0 10.500 120 45.794 to 0.0 0.0 0.0 49 33.830 266.59 3.26 0.0 10.500 0.0627 0.658 Vel = 10.25 49 33.830 127.78 3 2L 13.44 123.166 120 46.452 to T 20.159 33.599 10.898 100 8.667 394.37 3.26 0.0 156.765 0.1293 20.275 Vel = 15.16 100 8.667 0.0 4 2L 15.8 48.250 120 77.625 to B 15.8 60.568 2.021 C1 4 394.37 4.26 S 28.968 108.818 0.0351 3.824 Vel = 8.88 C1 4 0.0 6 L 11.316 13.000 120 83.470 to T 37.72 101.844 0.866 PMO 2 394.37 6.357 B 12.573 114.844 0.0050 0.575 Vel = 3.99 S 40.235 0.0 PMO 394.37 84.911 K Factor = 42.80 System Demand Pressure 84.911 Safety Margin 13.260 Continuation Pressure 98.171 Pressure @ Pump Outlet 98.171 Pressure From Pump Curve -54.803 Pressure @ Pump Inlet 43.368 PMI 2 0.0 8 0.0 12.000 120 43.368 to 0.0 0.0 2.599 UG1 -4 394.37 7.981 0.0 12.000 0.0017 0.020 Vel = 2.53 UG1 -4 0.0 8 4L 78.528 430.860 150 45.987 to G 6.041 137.422 0.0 CITY -4 394.37 7.98 T 52.855 568.282 0.0011 0.621 Val = 2.53 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Prdtection Page 6 19-0445 Enterprise Morans Point Building B RA1 Date 9-4-2019 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 644.37 46.608 K Factor = 94.39 50 28.76 8.00 24.13 1.25 0.0 11.150 120 9.098 to 0.0 0.0 -0.797 51 30.6 24.13 1.442 0.0 11.150 0.0392 0.437 Vel = 4.74 51 30.6 8.00 23.65 1.25 0.0 11.150 120 8.738 to 0.0 0.0 -0.793 52 32.43 47.78 1.442 0.0 11.150 0.1384 1.543 Vel = 9.39 52 32.43 8.00 24.64 1.25 0.0 11.150 120 9.488 to 0.0 0.0 -0.793 53 34.26 72.42 1.442 0.0 11.150 0.2987 3.331 Vel = 14.23 53 34.26 8.00 27.74 1.25 0.0 11.150 120 12.026 to 0.0 0.0 -0.797 54 36.1 100.16 1.442 0.0 11.150 0.5442 6.068 Vel = 19.68 54 36.1 8.00 33.28 1.25 E 3.716 6.990 120 17.297 to T 7.432 11.148 -0.282 55 36.75 133.44 1.442 0.0 18.138 0.9252 16.782 Vel = 26.21 55 36.75 0.0 1.25 T 7.432 4.167 120 33.797 to 0.0 7.432 1.265 48 33.83 133.44 1.442 0.0 11.599 0.9253 10.732 Vel = 26.21 0.0 48 133.44 45.794 K Factor = 19.72 56 30.6 8.00 30.20 1.25 0.0 11.150 120 14.246 to 0.0 0.0 -0.793 57 32.43 30.2 1.442 0.0 11.150 0.0593 0.661 Vel = 5.93 57 32.43 8.00 30.05 1.25 0.0 11.150 120 14.114 to 0.0 0.0 -0.793 58 34.26 60.25 1.442 0.0 11.150 0.2126 2.370 Vel = 11.84 58 34.26 8.00 31.69 1.25 0.0 11.150 120 15.691 to 0.0 0.0 -0.797 59 36.1 91.94 1.442 0.0 11.150 0.4645 5.179 Vel = 18.06 59 36.1 8.00 35.84 1.25 E 3.716 6.990 120 20.073 to T 7.432 11.148 -0.282 60 36.75 127.78 1.442 0.0 18.138 0.8540 15.490 Vel = 25.10 60 36.75 0.0 1.25 T 7.432 4.167 120 35.281 to 0.0 7.432 1.265 49 33.830 127.78 1.442 0.0 11.599 0.8540 9.906 Vel = 25.10 0.0 49 127.78 46.452 K Factor = 18.75 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 B LAB/OFFICE RA2 Drawing 1 Location LAB/OFFICE RA2 Remote Area 2 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building B Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 HYDRAULIC CALCULATIONS for Projectname: ENTERPRISE MORANS BUILDING B WET SYSTEM Location: LAB/OFFICE RA2 Drawing no: 1 Date: 4-9-2019 Design Remote area number. 2 Remote area location: LAB/OFFICE Occupancy classification: ORD GP2 Density: 0.2 - Gpm/SgFt Area of application: 90D - SgFt Coverage per sprinkler: 130 - SgFt Type of sprinklers calculated. 5.6 PEND. No. of sprinklers calculated. 10 In -rack demand. - GPM Hose streams: 250 - GPM Total water required (including hose streams): 501.1 - GPM Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2019 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.) @ 61.6 -Psi Page i Date 4-12-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Page 2 Date 4-12-2019 City Water Supply: Pump Data: Demand: C1 - Static Pressure 53 P1 - Pump Churn Pressure 55 D1 - Elevation 5.197 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 251.101 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 61.664 P3 - Pump Pressure @ Max Flow 32.5 Hose (Demand) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 - System Demand : 251.101 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose (Adj City) : 250 Al -Adjusted Static: 49.292 City Residual Flow @ 20 = 1564.86 Safety Margin 39.449 A2 - Adj Resid 33.947 @ 750 City Water @ 150% of Pump = 35.08 A3 -Adj Resid 20.101 @ 1125 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 2 R 60 C1 3 + P3 E 50 40 PIZ 30 _ A3 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydratec Inc. Revision: 50.63.5 Fittings Used Summary Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Page 3 Date 4-12-2019 Fitting Legend Abbrev. Name Y '/< 1 1X 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' Page 4 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Date 4-12-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve 101.113 251.1 61.664 CITY 53.0 26 1404.0 48.986 501.1 48.986 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 61 8.0 5.6 15.67 22.17 62 8.67 15.8 63 8.67 17.76 64 8.67 20.62 65 8.67 23.57 66 8.67 29.82 67 8.67 35.97 77 8.67 49.42 68 8.67 49.96 100 8.667 56.87 C1 4.0 60.55 PMO 2.0 61.66 PMI 2.0 46.12 CITY -4.0 48.99 250.0 69 8.0 5.6 16.57 22.79 70 8.67 16.72 71 8.0 5.6 19.63 24.81 72 8.67 19.86 73 8.0 5.6 22.09 26.32 74 8.67 22.38 75 8.0 5.6 27.91 29.59 76 8.67 28.34 78 8.0 5.6 16.39 22.67 79 8.67 16.54 80 8.67 18.66 81 8.67 19.63 82 8.67 23.11 83 8.67 29.35 84 8.67 35.48 85 8.0 5.6 17.48 23.41 86 8.67 17.65 87 8.0 5.6 18.37 24.0 88 8.67 18.56 89 8.0 5.6 21.6 26.03 90 8.67 21.87 91 8.0 5.6 27.4 29.31 92 8.67 27.82 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Page 9 Date 4-12-2019 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 8 5.60 22.17 1 E 2.0 0.670 120 15.673 to 0.0 2.000 -0.290 62 8.67 22.17 1.049 0.0 2.670 0.1573 0.420 Vel = 8.23 62 8.67 0.0 1 E 2.0 10.450 120 15.803 to - 0.0 2.000 0.0 63 8.67 22.17 1.049 0.0 12.450 0.1575 1.961 Vel = 8.23 63 8.67 22.79 1.25 E 3.0 9.680 120 17.764 to T 6.0 9.000 0.0 64 8.67 44.96 1.38 0.0 18.680 0.1532 2.861 Vel = 9.64 64 8.67 24.82 1.25 0.0 8.530 120 20.625 to 0.0 0.0 0.0 65 8.67 69.78 1.38 0.0 8.530 0.3454 2.946 Vel = 14.97 65 8.67 26.32 1.25 0.0 10.000 120 23.571 to 0.0 0.0 0.0 66 8.67 96.1 1.38 0.0 10.000 0.6244 6.244 Vel = 20.61 66 8.67 29.58 1.25 0.0 6.000 120 29.815 to 0.0 0.0 0.0 67 8.67 125.68 1.38 0.0 6.000 1.0258 6.155 Vel = 26.96 67 8.67 0.0 1.25 T 6.0 7.640 120 35.970 to 0.0 6.000 0.0 68 8.67 125.68 1.38 0.0 13.640 1.0260 13.994 Vel = 26.96 0.0 68 125.68 49.964 K Factor = 17.78 77 8.67 125.42 2.5 0.0 12.330 120 49.424 to 0.0 0.0 0.0 68 8.67 125.42 2.635 0.0 12.330 0.0438 0.540 Val = 7.38 68 8.67 125.68 2.5 T 16.474 27.167 120 49.964 to 0.0 16.474 0.001 100 8.667 251.1 2.635 0.0 43.641 0.1582 6.903 Val = 14.77 100 8.667 0.0 4 2L 15.8 48.250 120 56.868 to B 15.8 60.568 2.021 C1 4 251.1 4.26 S 28.968 108.818 0.0153 1.660 Val = 5.65 C1 4 0.0 6 L 11.316 13.000 120 60.549 to T 37.72 101.844 0.866 PMO 2 251.1 6.357 B 12.573 114.844 0.0022 0.249 Vel = 2.54 0.0 PMO 251.10 61.664 K Factor = 31.98 System Demand Pressure 61.664 Safety Margin 39.449 Continuation Pressure 101.113 Pressure @ Pump Outlet 101.113 Pressure From,Pump Curve-54.995 Pressure @ Pump Inlet 46.118 PMI 2 0.0 8 4L 78.528 430.860 150 46.118 to G 6.041 137.422 2.599 CITY -4 251.1 7.98 T 52.855 568.282 0.0005 0.269 Vel = 1.61 250.00 Qa = 250.00 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection' 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Page 6 Date 4-12-2019 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 CITY 501.10 48.986 K Factor = 71.60 69 8 5.60 22.80 1 E 2.0 0.670 120 16.569 to 0.0 2.000 -0.290 70 8.67 22.8 1.049 0.0 2.670 0.1655 0.442 Vel = 8.46 70 8.67 0.0 1 T 5.0 1.290 120 16.721 to 0.0 5.000 0.0 63 8.67 22.8 1.049 0.0 6.290 0.1658 1.043 Vel = 8.46 0.0 63 22.80 17.764 K Factor = 5.41 71 8 5.60 24.81 1 E 2.0 0.670 120 19.628 to 0.0 2.000 -0.290 72 8.67 24.81 1.049 0.0 2.670 0.1940 0.518 Val = 9.21 72 8.67 0.0 1 E 2.0 1.970 120 19.856 to 0.0 2.000 0.0 64 8.67 24.81 1.049 0.0 3.970 0.1937 0.769 Vel = 9.21 0.0 64 24.81 20.625 K Factor = 5.46 73 8 5.60 26.32 1 E 2.0 0.670 120 22.094 to 0.0 2.000 -0.290 74 8.67 26.32 1.049 0.0 2.670 0.2165 0.578 Val = 9.77 74 8.67 0.0 1 T 5.0 0.500 120 22.382 to 0.0 5.000 0.0 65 8.67 26.32 1.049 0.0 5.500 0.2162 1.189 Vel = 9.77 0.0 65 26.32 23.571 K Factor = 5.42 75 8 5.60 29.59 1 E 2.0 0.670 120 27.912 to 0.0 2.000 -0.290 76 8.67 29.59 1.049 0.0 2.670 0.2682 0.716 Vel = 10.98 76 8.67 0.0 1 T 5.0 0.500 120 28.338 to 0.0 5.000 0.0 66 8.67 29.59 1.049 0.0 5.500 0.2685 1.477 Vel = 10.98 0.0 66 29.59 29.815 K Factor = 5.42 78 8 5.60 22.67 1 E 2.0 0.670 120 16.388 to 0.0 2.000 -0.290 79 8.67 22.67 1.049 0.0 2.670 0.1640 0.438 Vel = 8.42 79 8.67 0.0 1 E 2.0 10.980 120 16.536 to 0.0 2.000 0.0 80 8.67 22.67 1.049 0.0 12.980 0.1640 2.129 Val = 8.42 80 8.67 23.41 1.25 0.0 6.000 120 18.665 to 0.0 0.0 0.0 81 8.67 46.08 1.38 0.0 6.000 0.1603 0.962 Vel = 9.88 81 8.67 24.00 1.25 0.0 10.000 120 19.627 to 0.0 0.0 0.0 82 8.67 70.08 1.38 0.0 10.000 0.3482 3.482 Val = 15.03 82 8.67 26.02 1.25 0.0 10.000 120 23.109 to 0.0 0.0 0.0 83 8.67 96.1 1.38 0.0 10.000 0.6245 6.245 Vel = 20.61 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen -Williams Capital Fire Protection Page 7 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Date 4-12-2019 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 8.67 29.32 1.25 0.0 6.000 120 29.354 to 0.0 0.0 0.0 84 8.67 125.42 1.38 0.0 6.000 1.0218 6.131 Vel = 26.90 64 8.67 0.0 1.25 T 6.0 7.640 120 35.485 to 0.0 6.000 0.0 77 8.67 125.42 1.38 0.0 13.640 1.0219 13.939 Val = 26.90 0.0 77 125.42 49.424 K Factor = 17.84 85 8 5.60 23.41 1 E 2.0 0.670 126 17.475 to 0.0 2.000 -0.290 86 8.67 23.41 1.049 0.0 2.670 0.1742 0.465 Vel = 8.69 86 8.67 0.0 1 T 5.0 0.830 120 17.650 to 0.0 5.000 0.0 80 8.67 23.41 1.049 0.0 5.830 0.1741 1.015 Vel = 8.69 0.0 80 23.41 18.665 K Factor = 5.42 87 8 5.60 24.00 1 E 2.0 0.670 120 18.367 to 0.0 2.000 -0.290 88 8.67 24.0 1.049 0.0 2.670 0.1824 0.487 Vel = 8,91 88 8.67 0.0 1 T 5.0 0.830 120 18.564 to 0.0 5.000 0.0 81 8.67 24.0 1.049 0.0 5.830 0.1823 1.063 Vel = 8.91 0.0 81 24.00 19.627 K Factor = 5.42 89 8 5.60 26.02 1 E 2.0 0.670 120 21.598 to 0.0 2.000 -0.290 90 8.67 26.02 1.049 0.0 2.670 0.2120 0.566 Vel = 9.66 90 8.67 0.0 1 T 5.0 0.830 120 21.874 to 0.0 5.000 0.0 82 8.67 26.02 1.049 0.0 5.830 0.2118 1.235 Vel = 9.66 0.0 82 26.02 23.109 K Factor = 5.41 91 8 5.60 29.31 1 E 2.0 0.670 120 27.400 to 0.0 2.000 -0.290 92 8.67 29.31 1.049 0.0 2.670 0.2640 0.705 Vel = 10.88 92 8.67 0.0 1 T 5.0 0.830 120 27.815 to 0.0 5.000 0.0 83 8.67 29.31 1.049 0.0 5.830 0.2640 1.539 Vel = 10.88 0.0 83 29.31 29.354 K Factor = 5.41 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 MORANS BUILDING B DRY CANOPY RA3 Drawing 2 Location BUILDING B Remote Area 3 Contract 19-0445 Data File ENTERPRISE MORANS BUILDING B DRY CANOPY.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORANS BUILDING B DRY CANOPY Location: BUILDING B Drawing no: 2 Date: 4-9-2019 Design Remote area number. 3 Remote area location: DRY CANOPY Occupancy classification: EXTRA HZD GP1 Density. 0.3 - Gpm/SgFt Area of application: ENTIRE AREA - SgFt Coverage per sprinkler. 86 - SgFt Type of sprinklers calculated: 11.2 SSU No. of sprinklers calculated: 24 In -rack demand. - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1317.18 - GPM Type of system: DRY Volume of dry orpreaction system: 123 - 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.) @ 17.1538 - Psi Page 1 Date 4-9-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Page 2 Date 4-9-2019 City Water Supply: Pump Data: Demand: C1 - Static Pressure 53 P1 - Pump Churn Pressure 55 D1 - Elevation 6.930 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 635.94 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 54.803 P3 - Pump Pressure @ Max Flow 32.5 Hose ( Demand) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 -System Demand : 635.94 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose (Adj City) : 500 Al - Adjusted Static: 46.404 City Residual Flow @ 20 = 1564.86 Safety Margin 27.665 A2 -Adj Resid 26.582 @ 750 City Water @ 150% of Pump = 35.08 A3 -Adj Resid 10.694 @ 1125 150 140 130 P 120 R 110 Al + P1 E 100 S 90 S 80 U 70 R 60 C1 E 50 3 + P3 40 Al 30 20 A3 10 D1 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 MORANS BUILDING B DRY CANOPY RA3 Page 3 Date 4-9-2019 Fitting Legend Abbrev. Name Y= '% 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 D Dry Rel D 28 47 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 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 MORANS BUILDING B DRY CANOPY RA3 Page 4 Date 4-9-2019 SUPPLYANALYSIS Node at Static Residual) Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve 82.468 635.94 CITY 53.0 26 1404.0 34.755 1135.94 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node 1 12.0 8 9.46 24.6 2 12.0 8 10.0 25.3 3 12.0 8 12.02 27.73 4 12.0 14.61 5 9.33 18.73 6 9.33 18.76 7 9.33 18.85 8 9.33 19.04 9 9.33 19.37 10 9.33 19.85 11 9.33 20.56 12 9.33 21.38 DRY 9.33 40.04 C1 4.0 52.55 PMO 2.0 54.8 PMI 2.0 30.65 CITY -4.0 34.76 500.0 13 12.0 8 9.47 24.62 14 12.0 8 10.02 25.32 15 12.0 8 12.04 27.75 16 12.0 14.63 17 12.0 8 9.52 24.69 18 12.0 8 10.07 25.39 19 12.0 8 12.1 27.83 20 12.0 14.71 21 12.0 8 9.63 24.82 22 12.0 8 10.18 25.53 23 12.0 8 12.23 27.98 24 12.0 14.86 25 12.0 8 9.81 25.06 26 12.0 8 10.38 25.77 27 12.0 8 12.46 28.24 28 12.0 15.14 29 12.0 8 10.08 25.4 30 12.0 8 10.66 26.12 31 12.0 8 12.8 28.62 32 12.0 15.66 33 12.0 8 10.48 25.9 34 12.0 8 11.08 26.63 35 12.0 8 13.3 29.17 36 12.0 16.14 54.803 34.755 Notes Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection Page 5 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Date 4-9-2019 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node 37 12.0 8 10.94 26.46 38 12.0 8 11.56 27.2 39 12.0 8 13.87 29.8 40 12.0 16.83 Notes Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 6 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 1 12 8.00 24.60 1.25 0.0 7.750 100 9.456 to 0.0 0.0 0.0 2 12 24.6 1.38 0.0 7.750 0.0703 0.545 Vel = 5.28 2 12 8.00 25.30 1.25 0.0 7.750 100 10.001 to 0.0 0.0 0.0 3 12 49.9 1.38 0.0 7.750 0.2603 2.017 Vel = 10.70 3 12 8.00 27.73 1.25 E 2.141 2.250 100 12.018 to 0.0 2.141 0.0 4 12 77.63 1.38 0.0 4.391 0.5894 2.588 Val = 16.65 4 12 0.0 1.25 T 4.282 0.750 100 14.606 to 0.0 4.282 1.156 5 9.330 77.63 1.38 0.0 5.032 0.5896 2.967 Vel = 16.65 5 9.330 0.0 4 0.0 10.830 100 18.729 to 0.0 0.0 0.0 6 9.330 77.63 4.26 0.0 10.830 0.0025 0.027 Vel = 1.75 6 9.330 77.69 4 0.0 10.583 100 18.756 to 0.0 0.0 0.0 7 9.330 155.32 4.26 0.0 10.583 0.0087 0.092 Vel = 3.50 7 9.330 77.91 4 0.0 10.000 100 18.848 to 0.0 0.0 0.0 8 9.330 233.23 4.26 0.0 10.000 0.0187 0.187 Vel = 5.25 8 9.330 78.32 4 0.0 10.410 100 19.035 to 0.0 0.0 0.0 9 9.330 311.55 4.26 0.0 10.410 0.0318 0.331 Vel = 7.01 9 9.330 79.07 4 0.0 10.000 100 19.366 to 0.0 0.0 0.0 10 9.330 390.62 4.26 0.0 10.000 0.0484 0.484 Val = 8.79 10 9.330 80.15 4 0.0 10.410 100 19.850 to 0.0 0.0 0.0 11 9.330 470.77 4.26 0.0 10.410 0.0683 0.711 Val = 10.60 11 9.330 81.71 4 0.0 8.910 100 20.561 to 0.0 0.0 0.0 12 9.330 552.48 4.26 0.0 8.910 0.0919 0.819 Vel = 12.44 12 9.330 83.46 4 6L 25.693 93.241 100 21.380 to 0.0 25.693 0.0 DRY 9.330 635.94 4.026 0.0 118.934 0.1569 18.665 Vel = 16.03 DRY 9.330 0.0 4 D 28.0 13.000 120 40.045 to B 12.0 78.000 2.308 C1 4 635.94 4.026 3L 18.0 91.000 0.1120 10.193 Val = 16.03 T 20.0 C1 4 0.0 6 L 11.316 13.000 120 52.546 to T 37.72 101.844 0.866 PMO 2 635.94 6.357 B 12.573 114.844 0.0121 1.391 Vel = 6.43 S 40.235 0.0 PMO 635.94 54.803 K Factor = 85.90 System Demand Pressure 54.803 Safety Margin 27.665 Continuation Pressure 82.468 Computer Programs by Hydratec Inc. Revision: 50.53.6 Final Calculations: Hazen -Williams Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 Pressure @ Pump Outlet 82.468 Pressure From Pump Curve 51.817 Pressure @ Pump Inlet 30.651 PMI 2 0.0 8 4L 78.528 430.860 150 30.651 to G 6.041 137.422 2.599 CITY -4 635.94 7.98 T 52.855 568.282 0.0026 1.505 Vel = 4.08 500.00 Qa = 500.00 CITY 1136.94 34.755 K Factor = 192.68 13 12 8.00 24.62 1.25 0.0 7.750 100 9.470 to 0.0 0.0 0.0 14 12 24.62 1.38 0.0 7.750 0.0705 0.546 Vel = 5.28 14 12 8.00 25.32 1.25 0.0 7.750 100 10.016 to 0.0 0.0 0.0 15 12 49.94 1.38 0.0 7.750 0.2606 2.020 Vel = 10.71 15 12 8.00 27.75 1.25 E 2.141 2.250 100 12.036 to 0.0 2.141 0.0 16 12 77.69 1.38 0.0 4.391 0.5903 2.592 Vel = 16.66 16 12 0.0 1.25 T 4.282 0.750 100 14.628 to 0.0 4.282 1.156 6 9.330 77.69 1.38 0.0 5.032 0.5906 2.972 Vel = 16.66 0.0 6 77.69 18.756 K Factor = 17.94 17 12 8.00 24.69 1.25 0.0 7.750 100 9.522 to 0.0 0.0 0.0 18 12 24.69 1.38 0.0 7.750 0.0708 0.549 Vel = 5.30 18 12 8.00 25.38 1.25 0.0 7.750 100 10.071 to 0.0 0.0 0.0 19 12 50.07 1.38 0.0 7.750 0.2619 2.030 Vel = 10.74 19 12 8.00 27.83 1.25 E 2.141 2.250 100 12.101 to 0.0 2.141 0.0 20 12 77.9 1.38 0.0 4.391 0.5933 2.605 Vel = 16.71 20 12 0.0 1.25 T 4.282 0.750 100 14.706 to 0.0 4.282 1.156 7 9.330 77.9 1.38 0.0 5.032 0.5934 2.986 Vel = 16.71 0.0 7 77.90 18.848 K Factor = 17.94 21 12 8.00 24.82 1.25 0.0 7.750 100 9.626 to 0.0 0.0 0.0 22 12 24.82 1.38 0.0 7.750 0.0716 0.555 Vel = 5.32 22 12 8.00 25.53 1.25 0.0 7.750 100 10.181 to 0.0 0.0 0.0 23 12 50.35 1.38 0.0 7.750 0.2645 2.050 Vel = 10.80 23 12 8.00 27.98 1.25 E 2.141 2.250 100 12.231 to 0.0 2.141 0.0 24 12 78.33 1.38 0.0 4.391 0.5994 2.632 Vel = 16.80 24 12 0.0 1.25 T 4.282 0.750 100 14.863 to 0.0 4.282 1.156 8 9.330 78.33 1.38 0.0 5.032 0.5994 3.016 Vel = 16.80 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protectiori ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Page 8 Date 4-9-2019 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 ****** 0.0 8 78.33 19.035 K Factor = 17.95 25 12 8.00 25.06 1.25 0.0 7.760 100 9.812 to 0.0 0.0 0.0 26 12 25.06 1.38 0.0 7.750 0.0728 0.564 Val = 5.38 26 12 8.00 25.77 1.25 0.0 7.750 100 10.376 to 0.0 0.0 0.0 27 12 50.83 1.38 0.0 7.750 0.2693 2.087 Val = 10.90 27 12 8.00 28.24 1.25 E 2.141 2.250 100 12.463 to 0.0 2.141 0.0 28 12 79.07 1.38 0.0 4.391 0.6099 2.678 Vel = 16.96 28 12 0.0 1.25 T 4.282 0.750 100 15.141 to 0.0 4.282 1.156 9 9.330 79.07 1.38 0.0 5.032 0.6099 3.069 Val = 16.96 0.0 9 79.07 19.366 K Factor = 17.97 29 12 8.00 25.40 1.25 0.0 7.750 100 10.083 to 0.0 0.0 0.0 30 12 25.4 1.38 0.0 7.750 0.0746 0.578 Vel = 5.45 30 12 8.00 26.12 1.25 0.0 7.750 100 10.661 to 0.0 0.0 0.0 31 12 51.52 1.38 0.0 7.750 0.2761 2.140 Vel = 11.05 31 12 8.00 28.63 1.25 E 2.141 2.250 100 12.801 to 0.0 2.141 0.0 32 12 80.15 1.38 0.0 4.391 0.6254 2.746 Val = 17.19 32 12 0.0 1.25 T 4.282 0.750 100 15.547 to 0.0 4.282 1.156 10 9.330 80.15 1.38 0.0 5.032 0.6254 3.147 Vel = `17.19 0.0 10 80.15 19.850 K Factor = 17.99 33 12 8.00 25.90 1.25 0.0 7.750 100 10.481 to 0.0 0.0 0.0 34 12 25.9 1.38 0.0 7.750 0.0774 0.600 Val = 5.56 34 12 8.00 26.63 1.25 0.0 7.750 100 11.081 to 0.0 0.0 0.0 35 12 52.53 1.38 0.0 7.750 0.2862 2.218 Val = 11.27 35 12 8.00 29.17 1.25 E 2.141 2.250 100 13.299 to 0.0 2.141 0.0 36 12 81.7 1.38 0.0 4.391 0.6479 2.845 Vel = 17.52 36 12 0.0 1.25 T 4.282 0.750 100� 16.144 to 0.0 4.282 1.156 11 9.330 81.7 1.38 0.0 5.032 0.6481 3.261 Val = 17.52 0.0 11 81.70 20.561 K Factor = 18.02 37 12 8.00 26.46 1.25 0.0 7.750 100 10.941 to 0.0 0.0 0.0 38 12 26.46 1.38 0.0 7.750 0.0804 0.623 Vel = 5.68 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 9 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Date 4-9-2019 Node1 „ Elev1 K Qa Nom Fitting Pipe CFact Pt to ", or :,_; Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv ""ten= Total. Pf/Ft Pf 38 12 8.00 27.21 1.25 0.0 7.750.: 100 11.564 to I.. ' 0:0 "" - 0:0 ' 0.0 39 12 53.67 1.38 0.0 : 7.750 0.2978 2.308 Val = 11.51 39 12 8.00 29.79 1.25 E 2.141 2.250 100 13.872 to 0.0 2.141 0.0 40 12 83.46 1.38 0.0 4.391 0.6741 2.960 Vel = 17.90 40 12 0.0 1.25 T 4.282 0.750 100 16.832 to 0.0 4.282 1.156 12 9.330 83.46, 1.38 0.0 5.032 0.6741 3,392 Vel = 17.90 0.0 12 83.46 21.380 K Factor = 18.05 Computer Programs by Hydratec Inc. Revision: 50.53.5 Page is too large to OCR. No Text APR 6 71119 A 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. 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 B RA1 Drawing 2 Location Warehouse area Remote Area 1 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building B Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 19-0445 Enterprise Morans Point Building B RA1 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORANS BUILDING B WET SYSTEM Location: Warehouse area Drawing no: 2 Date: 4-9-2019 Design Remote area number. 1 Remote area location: Warehouse Occupancy classification: ORD GP2 Density: 0.2 - Gpm/SgFt Area of application: 1500 - SgFt Coverage per sprinkler. 130 - SgFt Type of sprinklers calculated: 8.0 upright No. of sprinklers calculated: 14 In -rack demand: - GPM Hose streams: 250 - GPM Total water required (including hose streams): 644 - GPM Type of system: WET 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.) @ 33.3 -Psi Page 1 Date 9-4-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection 19-0445 Enterprise Morans Point Building B RA1 Page 2 Date 9-4-2019 City Water Supply: Pump Data: Demand: C1 - Static Pressure : 53 P1 - Pump Churn Pressure 55 D1 - Elevation 14.985 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 394.373 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 84.911 P3 - Pump Pressure @ Max Flow 32.5 Hose ( Demand ) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 - System Demand : 394.373 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose ( Adj City) : 250 Al - Adjusted Static: 49.292 City Residual Flow @ 20 = 1564.86 Safety Margin 13.260 A2 - Adj Resid 33.882 @ 750 City Water @ 150% of Pump = 35.08 A3 - Adj Resid 19.963 @ 1125 150 140 130 P 120 R 110 E 100 S 90 UZ AT-+- S 80 u 70 R 60 1 3+P3 E 50 40 30 A3 20 D1 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 B RA1 Date 9-4-2019 Fitting Legend Abbrev. Name Yz 3/4 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 B RA1 Page 4 Date 9-4-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve 98.171 394.37 84.911 CITY 53.0 26 1404.0 46.608 644.37 46.608 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 41 28.76 8 9.06 24.09 42 30.6 8 8.7 23.6 43 32.43 8 9.45 24.59 44 34.26 8 11.97 27.68 45 36.1 8 17.22 33.2 46 36.75 33.66 47 33.83 45.61 48 33.83 45.79 49 33.83 46.45 100 8.667 77.62 C1 4.0 83.47 PMO 2.0 84.91 PMI 2.0 43.37 UG1 -4.0 45.99 CITY -4.0 46.61 250.0 50 28.76 8 9.1 24.13 51 30.6 8 8.74 23.65 52 32.43 8 9.49 24.64 53 34.26 8 12.03 27.74 54 36.1 8 17.3 33.27 55 36.75 33.8 56 30.6 8 14.25 30.2 57 32.43 8 14.11 30.05 58 34.26 8 15.69 31.69 59 36.1 8 20.07 35.84 60 36.75 35.28 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 5 19-0445 Enterprise Morans Point Building B RA1 Date 9-4-2019 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 41 28.76 8.00 24.09 1.25 0.0 11.150 120 9.065 to 0.0 0.0 -0.797 42 30.6 24.09 1.442 0.0 11.150 0.0389 0.434 Vel = 4.73 42 30.6 8.00 23.60 1.25 0.0 11.150 120 8.702 to 0.0 0.0 -0.793 43 32.43 47.69 1.442 0.0 11.150 0.1379 1.538 Vel = 9.37 43 32.43 8.00 24.59 1.25 0.0 11.150 120 9.447 to 0.0 0.0 -0.793 44 34.26 72.28 1.442 0.0 11.150 0.2977 3.319 Vel = 14.20 44 34.26 8.00 27.68 1.25 0.0 11.150 120 11.973 to 0.0 0.0 -0.797 45 36.1 99.96 1.442 0.0 11.150 0.5422 6.045 Vel = 19.64 45 36.1 8.00 33.20 1.25 E 3.716 6.990 120 17.221 to T 7.432 11.148 -0.282 46 36.75 133.16 1.442 0.0 18.138 0.9217 16.718 Vel = 26.16 46 36.75 0.0 1.25 T 7.432 4.167 120 33.657 to 0.0 7.432 1.265 47 33.83 133.16 1.442 0.0 11.599 0.9215 10.689 Vel = 26.16 47 33.83 0.0 3 0.0 10.500 120 45.611 to 0.0 0.0 0.0 48 33.83 133.16 3.26 0.0 10.500 0.0174 0.183 Vel = 5.12 48 33.83 133.43 3 0.0 10.500 120 45.794 to 0.0 0.0 0.0 49 33.830 266.59 3.26 0.0 10.500 0.0627 0.658 Vel = 10.25 49 33.830 127.78 3 2L 13.44 123.166 120 46.452 to T 20.159 33.599 10.898 100 8.667 394.37 3.26 0.0 156.765 0.1293 20.275 Vel = 15.16 100 8.667 0.0 4 2L 15.8 48.250 120 77.625 to B 15.8 60.568 2.021 C1 4 394.37 4.26 S 28.968 108.818 0.0351 3.824 Vel = 8.88 C 1 4 0.0 6 L 11.316 13.000 120 83.470 to T 37.72 101.844 0.866 PMO 2 394.37 6.357 B 12.573 114.844 0.0050 0.575 Vel = 3.99 S 40.235 0.0 PMO 394.37 84.911 K Factor = 42.80 System Demand Pressure 84.911 Safety Margin 13.260 Continuation Pressure 98.171 Pressure @ Pump Outlet 98.171 Pressure From Pump Curve -54.803 Pressure @ Pump Inlet 43.368 PMI 2 0.0 8 0.0 12.000 120 43.368 to 0.0 0.0 2.599 UG1 -4 394.37 7.981 0.0 12.000 0.0017 0.020 Vel = 2.53 UG1 -4 0.0 8 4L 78.528 430.860 150 45.987 to G 6.041 137.422 0.0 CITY -4 394.37 7.98 T 52.855 568.282 0.0011 0.621 Vel = 2.53 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 6 19-0445 Enterprise Morans Point Building B RA1 Date 9-4-2019 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 644.37 46.608 K Factor = 94.39 50 28.76 8.00 24.13 1.25 0.0 11.150 120 9.098 to 0.0 0.0 -0.797 51 30.6 24.13 1.442 0.0 11.150 0.0392 0.437 Vel = 4.74 51 30.6 8.00 23.65 1.25 0.0 11.150 120 8.738 to 0.0 0.0 -0.793 52 32.43 47.78 1.442 0.0 11.150 0.1384 1.543 Vel = 9.39 52 32.43 8.00 24.64 1.25 0.0 11.150 120 9.488 to 0.0 0.0 -0.793 53 34.26 72.42 1.442 0.0 11.150 0.2987 3.331 Vel = 14.23 53 34.26 8.00 27.74 1.25 0.0 11.150 120 12.026 to 0.0 0.0 -0.797 54 36.1 100.16 1.442 0.0 11.150 0.5442 6.068 Vel = 19.68 54 36.1 8.00 33.28 1.25 E 3.716 6.990 120 17.297 to T 7.432 11.148 -0.282 55 36.75 133.44 1.442 0.0 18.138 0.9252 16.782 Vel = 26.21 55 36.75 0.0 1.25 T 7.432 4.167 120 33.797 to 0.0 7.432 1.265 48 33.83 133.44 1.442 0.0 11.599 0.9253 10.732 Vel = 26.21 0.0 48 133.44 45.794 K Factor = 19.72 56 30.6 8.00 30.20 1.25 0.0 11.150 120 14.246 to 0.0 0.0 -0.793 57 32.43 30.2 1.442 0.0 11.150 0.0593 0.661 Vel = 5.93 57 32.43 8.00 30.05 1.25 0.0 11.150 120 14.114 to 0.0 0.0 -0.793 58 34.26 60.25 1.442 0.0 11.150 0.2126 2.370 Vel = 11.84 58 34.26 8.00 31.69 1.25 0.0 11.150 120 15.691 to 0.0 0.0 -0.797 59 36.1 91.94 1.442 0.0 11.150 0.4645 5.179 Vel = 18.06 59 36.1 8.00 35.84 1.25 E 3.716 6.990 120 20.073 to T 7.432 11.148 -0.282 60 36.75 127.78 1.442 0.0 18.138 0.8540 15.490 Vel = 25.10 60 36.75 0.0 1.25 T 7.432 4.167 120 35.281 to 0.0 7.432 1.265 49 33.830 127.78 1.442 0.0 11.599 0.8540 9.906 Vel = 25.10 0.0 49 127.78 46.452 K Factor = 18.75 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 B LAB/OFFICE RA2 Drawing 1 Location LAB/OFFICE RA2 Remote Area 2 Contract 19-0445 Data File 19-0445 Enterprise Morans Point Building B Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORANS BUILDING B WET SYSTEM Location: LAB/OFFICE RA2 Drawing no: 1 Date: 4-9-2019 Design Remote area number. 2 Remote area location: LAB/OFFICE Occupancy classification: ORD GP2 Density: 0.2 - Gpm/SgFt Area of application: 900 - SgFt Coverage per sprinkler. 130 - SgFt Type of sprinklers calculated: 5.6 PEND. No. of sprinklers calculated: 10 In -rack demand: - GPM Hose streams: 250 - GPM Total water required (including hose streams): 501.1 -GPM Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: 8-18-2019 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.) @ 61.6 -Psi Page 1 Date 4-12-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Page 2 Date 4-12-2019 City Water Supply: Pump Data: Demand: C1 - Static Pressure : 53 P1 - Pump Churn Pressure 55 D1 - Elevation 5.197 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 251.101 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 61.664 P3 - Pump Pressure @ Max Flow 32.5 Hose ( Demand ) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 - System Demand : 251.101 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose ( Adj City) : 250 Al - Adjusted Static: 49.292 City Residual Flow @ 20 = 1564.86 Safety Margin 39.449 A2 - Adj Resid 33.947 @ 750 City Water @ 150% of Pump = 35.08 A3 - Adj Resid 20.101 @ 1125 150 140 130 P 120 R 110 E 100 S 90 AZ + S 80 u 70 2 R 60 3 + P3 E 50 40 30 A3 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 B LAB/OFFICE RA2 Date 4-12-2019 Fitting Legend Abbrev. Name Yz 3/4 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 Page 4 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Date 4-12-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve 101.113 251.1 61.664 CITY 53.0 26 1404.0 48.986 501.1 48.986 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 61 8.0 5.6 15.67 22.17 62 8.67 15.8 63 8.67 17.76 64 8.67 20.62 65 8.67 23.57 66 8.67 29.82 67 8.67 35.97 77 8.67 49.42 68 8.67 49.96 100 8.667 56.87 C1 4.0 60.55 PMO 2.0 61.66 PMI 2.0 46.12 CITY -4.0 48.99 250.0 69 8.0 5.6 16.57 22.79 70 8.67 16.72 71 8.0 5.6 19.63 24.81 72 8.67 19.86 73 8.0 5.6 22.09 26.32 74 8.67 22.38 75 8.0 5.6 27.91 29.59 76 8.67 28.34 78 8.0 5.6 16.39 22.67 79 8.67 16.54 80 8.67 18.66 81 8.67 19.63 82 8.67 23.11 83 8.67 29.35 84 8.67 35.48 85 8.0 5.6 17.48 23.41 86 8.67 17.65 87 8.0 5.6 18.37 24.0 88 8.67 18.56 89 8.0 5.6 21.6 26.03 90 8.67 21.87 91 8.0 5.6 27.4 29.31 92 8.67 27.82 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 5 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Date 4-12-2019 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 8 5.60 22.17 1 E 2.0 0.670 120 15.673 to 0.0 2.000 -0.290 62 8.67 22.17 1.049 0.0 2.670 0.1573 0.420 Vel = 8.23 62 8.67 0.0 1 E 2.0 10.450 120 15.803 to 0.0 2.000 0.0 63 8.67 22.17 1.049 0.0 12.450 0.1575 1.961 Vel = 8.23 63 8.67 22.79 1.25 E 3.0 9.680 120 17.764 to T 6.0 9.000 0.0 64 8.67 44.96 1.38 0.0 18.680 0.1532 2.861 Vel = 9.64 64 8.67 24.82 1.25 0.0 8.530 120 20.625 to 0.0 0.0 0.0 65 8.67 69.78 1.38 0.0 8.530 0.3454 2.946 Vel = 14.97 65 8.67 26.32 1.25 0.0 10.000 120 23.571 to 0.0 0.0 0.0 66 8.67 96.1 1.38 0.0 10.000 0.6244 6.244 Vel = 20.61 66 8.67 29.58 1.25 0.0 6.000 120 29.815 to 0.0 0.0 0.0 67 8.67 125.68 1.38 0.0 6.000 1.0258 6.155 Vel = 26.96 67 8.67 0.0 1.25 T 6.0 7.640 120 35.970 to 0.0 6.000 0.0 68 8.67 125.68 1.38 0.0 13.640 1.0260 13.994 Vel = 26.96 0.0 68 125.68 49.964 K Factor = 17.78 77 8.67 125.42 2.5 0.0 12.330 120 49.424 to 0.0 0.0 0.0 68 8.67 125.42 2.635 0.0 12.330 0.0438 0.540 Vel = 7.38 68 8.67 125.68 2.5 T 16.474 27.167 120 49.964 to 0.0 16.474 0.001 100 8.667 251.1 2.635 0.0 43.641 0.1582 6.903 Vel = 14.77 100 8.667 0.0 4 2L 15.8 48.250 120 56.868 to B 15.8 60.568 2.021 C1 4 251.1 4.26 S 28.968 108.818 0.0153 1.660 Vel = 5.65 C 1 4 0.0 6 L 11.316 13.000 120 60.549 to T 37.72 101.844 0.866 PMO 2 251.1 6.357 B 12.573 114.844 0.0022 0.249 Vel = 2.54 S 40.235 0.0 PMO 251.10 61.664 K Factor = 31.98 System Demand Pressure 61.664 Safety Margin 39.449 Continuation Pressure 101.113 Pressure @ Pump Outlet 101.113 Pressure From Pump Curve -54.995 Pressure @ Pump Inlet 46.118 PMI 2 0.0 8 4L 78.528 430.860 150 46.118 to G 6.041 137.422 2.599 CITY -4 251.1 7.98 T 52.855 568.282 0.0005 0.269 Vel = 1.61 250.00 Qa = 250.00 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 6 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Date 4-12-2019 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 CITY 501.10 48.986 K Factor = 71.60 69 8 5.60 22.80 1 E 2.0 0.670 120 16.569 to 0.0 2.000 -0.290 70 8.67 22.8 1.049 0.0 2.670 0.1655 0.442 Vel = 8.46 70 8.67 0.0 1 T 5.0 1.290 120 16.721 to 0.0 5.000 0.0 63 8.67 22.8 1.049 0.0 6.290 0.1658 1.043 Vel = 8.46 0.0 63 22.80 17.764 K Factor = 5.41 71 8 5.60 24.81 1 E 2.0 0.670 120 19.628 to 0.0 2.000 -0.290 72 8.67 24.81 1.049 0.0 2.670 0.1940 0.518 Vel = 9.21 72 8.67 0.0 1 E 2.0 1.970 120 19.856 to 0.0 2.000 0.0 64 8.67 24.81 1.049 0.0 3.970 0.1937 0.769 Vel = 9.21 0.0 64 24.81 20.625 K Factor = 5.46 73 8 5.60 26.32 1 E 2.0 0.670 120 22.094 to 0.0 2.000 -0.290 74 8.67 26.32 1.049 0.0 2.670 0.2165 0.578 Vel = 9.77 74 8.67 0.0 1 T 5.0 0.500 120 22.382 to 0.0 5.000 0.0 65 8.67 26.32 1.049 0.0 5.500 0.2162 1.189 Vel = 9.77 0.0 65 26.32 23.571 K Factor = 5.42 75 8 5.60 29.59 1 E 2.0 0.670 120 27.912 to 0.0 2.000 -0.290 76 8.67 29.59 1.049 0.0 2.670 0.2682 0.716 Vel = 10.98 76 8.67 0.0 1 T 5.0 0.500 120 28.338 to 0.0 5.000 0.0 66 8.67 29.59 1.049 0.0 5.500 0.2685 1.477 Vel = 10.98 0.0 66 29.59 29.815 K Factor = 5.42 78 8 5.60 22.67 1 E 2.0 0.670 120 16.388 to 0.0 2.000 -0.290 79 8.67 22.67 1.049 0.0 2.670 0.1640 0.438 Vel = 8.42 79 8.67 0.0 1 E 2.0 10.980 120 16.536 to 0.0 2.000 0.0 80 8.67 22.67 1.049 0.0 12.980 0.1640 2.129 Vel = 8.42 80 8.67 23.41 1.25 0.0 6.000 120 18.665 to 0.0 0.0 0.0 81 8.67 46.08 1.38 0.0 6.000 0.1603 0.962 Vel = 9.88 81 8.67 24.00 1.25 0.0 10.000 120 19.627 to 0.0 0.0 0.0 82 8.67 70.08 1.38 0.0 10.000 0.3482 3.482 Vel = 15.03 82 8.67 26.02 1.25 0.0 10.000 120 23.109 to 0.0 0.0 0.0 83 8.67 96.1 1.38 0.0 10.000 0.6245 6.245 Vel = 20.61 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 7 19-0445 Enterprise Morans Point Building B LAB/OFFICE RA2 Date 4-12-2019 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 8.67 29.32 1.25 0.0 6.000 120 29.354 to 0.0 0.0 0.0 84 8.67 125.42 1.38 0.0 6.000 1.0218 6.131 Vel = 26.90 84 8.67 0.0 1.25 T 6.0 7.640 120 35.485 to 0.0 6.000 0.0 77 8.67 125.42 1.38 0.0 13.640 1.0219 13.939 Vel = 26.90 0.0 77 125.42 49.424 K Factor = 17.84 85 8 5.60 23.41 1 E 2.0 0.670 120 17.475 to 0.0 2.000 -0.290 86 8.67 23.41 1.049 0.0 2.670 0.1742 0.465 Vel = 8.69 86 8.67 0.0 1 T 5.0 0.830 120 17.650 to 0.0 5.000 0.0 80 8.67 23.41 1.049 0.0 5.830 0.1741 1.015 Vel = 8.69 0.0 80 23.41 18.665 K Factor = 5.42 87 8 5.60 24.00 1 E 2.0 0.670 120 18.367 to 0.0 2.000 -0.290 88 8.67 24.0 1.049 0.0 2.670 0.1824 0.487 Vel = 8.91 88 8.67 0.0 1 T 5.0 0.830 120 18.564 to 0.0 5.000 0.0 81 8.67 24.0 1.049 0.0 5.830 0.1823 1.063 Vel = 8.91 0.0 81 24.00 19.627 K Factor = 5.42 89 8 5.60 26.02 1 E 2.0 0.670 120 21.598 to 0.0 2.000 -0.290 90 8.67 26.02 1.049 0.0 2.670 0.2120 0.566 Vel = 9.66 90 8.67 0.0 1 T 5.0 0.830 120 21.874 to 0.0 5.000 0.0 82 8.67 26.02 1.049 0.0 5.830 0.2118 1.235 Vel = 9.66 0.0 82 26.02 23.109 K Factor = 5.41 91 8 5.60 29.31 1 E 2.0 0.670 120 27.400 to 0.0 2.000 -0.290 92 8.67 29.31 1.049 0.0 2.670 0.2640 0.705 Vel = 10.88 92 8.67 0.0 1 T 5.0 0.830 120 27.815 to 0.0 5.000 0.0 83 8.67 29.31 1.049 0.0 5.830 0.2640 1.539 Vel = 10.88 0.0 83 29.31 29.354 K Factor = 5.41 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 MORANS BUILDING B DRY CANOPY RA3 Drawing 2 Location BUILDING B Remote Area 3 Contract 19-0445 Data File ENTERPRISE MORANS BUILDING B DRY CANOPY.WXF Computer Programs by Hydratec Inc. Revision: 50.53.5 Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 HYDRAULIC CALCULATIONS for Project name: ENTERPRISE MORANS BUILDING B DRY CANOPY Location: BUILDING B Drawing no: 2 Date: 4-9-2019 Design Remote area number. 3 Remote area location: DRY CANOPY Occupancy classification: EXTRA HZD GP1 Density: 0.3 - Gpm/SgFt Area of application: ENTIRE AREA - SgFt Coverage per sprinkler. 86 - SgFt Type of sprinklers calculated: 11.2 SSU No. of sprinklers calculated: 24 In -rack demand: - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1317.18 - GPM Type of system: DRY Volume of dry or preaction system: 123 - 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.) @ 17.1538 - Psi Page 1 Date 4-9-2019 Computer Programs by Hydratec Inc. Revision: 50.53.5 Water Supply Curve C Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Page 2 Date 4-9-2019 City Water Supply: Pump Data: Demand: C1 - Static Pressure : 53 P1 - Pump Churn Pressure 55 D1 - Elevation 6.930 C2 - Residual Pressure: 26 P2 - Pump Rated Pressure 50 D2 - System Flow : 635.94 C2 - Residual Flow 1404 P2 - Pump Rated Flow 750 D2 - System Pressure 54.803 P3 - Pump Pressure @ Max Flow 32.5 Hose ( Demand ) City Water Adjusted to Pump Inlet P3 - Pump Max Flow 1125 D3 - System Demand : 635.94 for Pf - Elev - Hose Flow City Residual Flow @ 0 = 2021.61 Hose ( Adj City) : 500 Al - Adjusted Static: 46.404 City Residual Flow @ 20 = 1564.86 Safety Margin 27.665 A2 - Adj Resid 26.582 @ 750 City Water @ 150% of Pump = 35.08 A3 - Adj Resid 10.694 @ 1125 150 140 130 P 120 R 110 AI+P1 E 100 S 90 S 80 U 70 R 60 C1 E 50 3+P3 40 Al 30 20 A3 10 D1 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 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 D Dry Rel D 28 47 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 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 Page 4 Date 4-9-2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PMO See Information on Pump Curve 82.468 635.94 54.803 CITY 53.0 26 1404.0 34.755 1135.94 34.755 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 12.0 8 9.46 24.6 2 12.0 8 10.0 25.3 3 12.0 8 12.02 27.73 4 12.0 14.61 5 9.33 18.73 6 9.33 18.76 7 9.33 18.85 8 9.33 19.04 9 9.33 19.37 10 9.33 19.85 11 9.33 20.56 12 9.33 21.38 DRY 9.33 40.04 C1 4.0 52.55 PMO 2.0 54.8 PMI 2.0 30.65 CITY -4.0 34.76 500.0 13 12.0 8 9.47 24.62 14 12.0 8 10.02 25.32 15 12.0 8 12.04 27.75 16 12.0 14.63 17 12.0 8 9.52 24.69 18 12.0 8 10.07 25.39 19 12.0 8 12.1 27.83 20 12.0 14.71 21 12.0 8 9.63 24.82 22 12.0 8 10.18 25.53 23 12.0 8 12.23 27.98 24 12.0 14.86 25 12.0 8 9.81 25.06 26 12.0 8 10.38 25.77 27 12.0 8 12.46 28.24 28 12.0 15.14 29 12.0 8 10.08 25.4 30 12.0 8 10.66 26.12 31 12.0 8 12.8 28.62 32 12.0 15.55 33 12.0 8 10.48 25.9 34 12.0 8 11.08 26.63 35 12.0 8 13.3 29.17 36 12.0 16.14 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Capital Fire Protection ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 NODE ANALYSIS (cont.) Page 5 Date 4-9-2019 Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 37 12.0 8 10.94 26.46 38 12.0 8 11.56 27.2 39 12.0 8 13.87 29.8 40 12.0 16.83 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 6 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 12 8.00 24.60 1.25 0.0 7.750 100 9.456 to 0.0 0.0 0.0 2 12 24.6 1.38 0.0 7.750 0.0703 0.545 Vel = 5.28 2 12 8.00 25.30 1.25 0.0 7.750 100 10.001 to 0.0 0.0 0.0 3 12 49.9 1.38 0.0 7.750 0.2603 2.017 Vel = 10.70 3 12 8.00 27.73 1.25 E 2.141 2.250 100 12.018 to 0.0 2.141 0.0 4 12 77.63 1.38 0.0 4.391 0.5894 2.588 Vel = 16.65 4 12 0.0 1.25 T 4.282 0.750 100 14.606 to 0.0 4.282 1.156 5 9.330 77.63 1.38 0.0 5.032 0.5896 2.967 Vel = 16.65 5 9.330 0.0 4 0.0 10.830 100 18.729 to 0.0 0.0 0.0 6 9.330 77.63 4.26 0.0 10.830 0.0025 0.027 Vel = 1.75 6 9.330 77.69 4 0.0 10.583 100 18.756 to 0.0 0.0 0.0 7 9.330 155.32 4.26 0.0 10.583 0.0087 0.092 Vel = 3.50 7 9.330 77.91 4 0.0 10.000 100 18.848 to 0.0 0.0 0.0 8 9.330 233.23 4.26 0.0 10.000 0.0187 0.187 Vel = 5.25 8 9.330 78.32 4 0.0 10.410 100 19.035 to 0.0 0.0 0.0 9 9.330 311.55 4.26 0.0 10.410 0.0318 0.331 Vel = 7.01 9 9.330 79.07 4 0.0 10.000 100 19.366 to 0.0 0.0 0.0 10 9.330 390.62 4.26 0.0 10.000 0.0484 0.484 Vel = 8.79 10 9.330 80.15 4 0.0 10.410 100 19.850 to 0.0 0.0 0.0 11 9.330 470.77 4.26 0.0 10.410 0.0683 0.711 Vel = 10.60 11 9.330 81.71 4 0.0 8.910 100 20.561 to 0.0 0.0 0.0 12 9.330 552.48 4.26 0.0 8.910 0.0919 0.819 Vel = 12.44 12 9.330 83.46 4 6L 25.693 93.241 100 21.380 to 0.0 25.693 0.0 DRY 9.330 635.94 4.026 0.0 118.934 0.1569 18.665 Vel = 16.03 DRY 9.330 0.0 4 D 28.0 13.000 120 40.045 to B 12.0 78.000 2.308 C1 4 635.94 4.026 3L 18.0 91.000 0.1120 10.193 Vel = 16.03 T 20.0 C 1 4 0.0 6 L 11.316 13.000 120 52.546 to T 37.72 101.844 0.866 PMO 2 635.94 6.357 B 12.573 114.844 0.0121 1.391 Vel = 6.43 S 40.235 0.0 PMO 635.94 54.803 K Factor = 85.90 System Demand Pressure 54.803 Safety Margin 27.665 Continuation Pressure 82.468 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 7 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 Pressure @ Pump Outlet 82.468 Pressure From Pump Curve -51.817 Pressure @ Pump Inlet 30.651 PMI 2 0.0 8 4L 78.528 430.860 150 30.651 to G 6.041 137.422 2.599 CITY -4 635.94 7.98 T 52.855 568.282 0.0026 1.505 Vel = 4.08 500.00 Qa = 500.00 CITY 1135.94 34.755 K Factor = 192.68 13 12 8.00 24.62 1.25 0.0 7.750 100 9.470 to 0.0 0.0 0.0 14 12 24.62 1.38 0.0 7.750 0.0705 0.546 Vel = 5.28 14 12 8.00 25.32 1.25 0.0 7.750 100 10.016 to 0.0 0.0 0.0 15 12 49.94 1.38 0.0 7.750 0.2606 2.020 Vel = 10.71 15 12 8.00 27.75 1.25 E 2.141 2.250 100 12.036 to 0.0 2.141 0.0 16 12 77.69 1.38 0.0 4.391 0.5903 2.592 Vel = 16.66 16 12 0.0 1.25 T 4.282 0.750 100 14.628 to 0.0 4.282 1.156 6 9.330 77.69 1.38 0.0 5.032 0.5906 2.972 Vel = 16.66 0.0 6 77.69 18.756 K Factor = 17.94 17 12 8.00 24.69 1.25 0.0 7.750 100 9.522 to 0.0 0.0 0.0 18 12 24.69 1.38 0.0 7.750 0.0708 0.549 Vel = 5.30 18 12 8.00 25.38 1.25 0.0 7.750 100 10.071 to 0.0 0.0 0.0 19 12 50.07 1.38 0.0 7.750 0.2619 2.030 Vel = 10.74 19 12 8.00 27.83 1.25 E 2.141 2.250 100 12.101 to 0.0 2.141 0.0 20 12 77.9 1.38 0.0 4.391 0.5933 2.605 Vel = 16.71 20 12 0.0 1.25 T 4.282 0.750 100 14.706 to 0.0 4.282 1.156 7 9.330 77.9 1.38 0.0 5.032 0.5934 2.986 Vel = 16.71 0.0 7 77.90 18.848 K Factor = 17.94 21 12 8.00 24.82 1.25 0.0 7.750 100 9.626 to 0.0 0.0 0.0 22 12 24.82 1.38 0.0 7.750 0.0716 0.555 Vel = 5.32 22 12 8.00 25.53 1.25 0.0 7.750 100 10.181 to 0.0 0.0 0.0 23 12 50.35 1.38 0.0 7.750 0.2645 2.050 Vel = 10.80 23 12 8.00 27.98 1.25 E 2.141 2.250 100 12.231 to 0.0 2.141 0.0 24 12 78.33 1.38 0.0 4.391 0.5994 2.632 Vel = 16.80 24 12 0.0 1.25 T 4.282 0.750 100 14.863 to 0.0 4.282 1.156 8 9.330 78.33 1.38 0.0 5.032 0.5994 3.016 Vel = 16.80 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 8 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 0.0 8 78.33 19.035 K Factor = 17.95 25 12 8.00 25.06 1.25 0.0 7.750 100 9.812 to 0.0 0.0 0.0 26 12 25.06 1.38 0.0 7.750 0.0728 0.564 Vel = 5.38 26 12 8.00 25.77 1.25 0.0 7.750 100 10.376 to 0.0 0.0 0.0 27 12 50.83 1.38 0.0 7.750 0.2693 2.087 Vel = 10.90 27 12 8.00 28.24 1.25 E 2.141 2.250 100 12.463 to 0.0 2.141 0.0 28 12 79.07 1.38 0.0 4.391 0.6099 2.678 Vel = 16.96 28 12 0.0 1.25 T 4.282 0.750 100 15.141 to 0.0 4.282 1.156 9 9.330 79.07 1.38 0.0 5.032 0.6099 3.069 Vel = 16.96 0.0 9 79.07 19.366 K Factor = 17.97 29 12 8.00 25.40 1.25 0.0 7.750 100 10.083 to 0.0 0.0 0.0 30 12 25.4 1.38 0.0 7.750 0.0746 0.578 Vel = 5.45 30 12 8.00 26.12 1.25 0.0 7.750 100 10.661 to 0.0 0.0 0.0 31 12 51.52 1.38 0.0 7.750 0.2761 2.140 Vel = 11.05 31 12 8.00 28.63 1.25 E 2.141 2.250 100 12.801 to 0.0 2.141 0.0 32 12 80.15 1.38 0.0 4.391 0.6254 2.746 Vel = 17.19 32 12 0.0 1.25 T 4.282 0.750 100 15.547 to 0.0 4.282 1.156 10 9.330 80.15 1.38 0.0 5.032 0.6254 3.147 Vel = 17.19 0.0 10 80.15 19.850 K Factor = 17.99 33 12 8.00 25.90 1.25 0.0 7.750 100 10.481 to 0.0 0.0 0.0 34 12 25.9 1.38 0.0 7.750 0.0774 0.600 Vel = 5.56 34 12 8.00 26.63 1.25 0.0 7.750 100 11.081 to 0.0 0.0 0.0 35 12 52.53 1.38 0.0 7.750 0.2862 2.218 Vel = 11.27 35 12 8.00 29.17 1.25 E 2.141 2.250 100 13.299 to 0.0 2.141 0.0 36 12 81.7 1.38 0.0 4.391 0.6479 2.845 Vel = 17.52 36 12 0.0 1.25 T 4.282 0.750 100 16.144 to 0.0 4.282 1.156 11 9.330 81.7 1.38 0.0 5.032 0.6481 3.261 Vel = 17.52 0.0 11 81.70 20.561 K Factor = 18.02 37 12 8.00 26.46 1.25 0.0 7.750 100 10.941 to 0.0 0.0 0.0 38 12 26.46 1.38 0.0 7.750 0.0804 0.623 Vel = 5.68 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations: Hazen -Williams Capital Fire Protection Page 9 ENTERPRISE MORANS BUILDING B DRY CANOPY RA3 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 38 12 8.00 27.21 1.25 0.0 7.750 100 11.564 to 0.0 0.0 0.0 39 12 53.67 1.38 0.0 7.750 0.2978 2.308 Vel = 11.51 39 12 8.00 29.79 1.25 E 2.141 2.250 100 13.872 to 0.0 2.141 0.0 40 12 83.46 1.38 0.0 4.391 0.6741 2.960 Vel = 17.90 40 12 0.0 1.25 T 4.282 0.750 100 16.832 to 0.0 4.282 1.156 12 9.330 83.46 1.38 0.0 5.032 0.6741 3.392 Vel = 17.90 0.0 12 83.46 21.380 K Factor = 18.05 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