The URL can be used to link to this page

Home My WebLink About1806 S HWY 146 FIRE SPRINKLER_18-0463___________ FIRE SPRINKL€P 18-463 . . ........................... . . ......................... ' . .r•' a r - � ,� �� •_ � ' ., r,. • 1 . 1 .. ,,. . ., '.. .. .__ .. ., _ 1 u PORTE ME "pr Arl� LA PORTE MAIRE FIRE MARSHAL'S OFFICE "PLAN REVIEW" RE V11 Date 04/24/2018 Business Name MRC Offices 1806 Hwy 146 Address Type of Review Above -Ground Fire Protection — (Lay -in Ceiling Grid Contractor Kaufman Company Reviewed by Clif Meekins, Fire Marshal City Permit # 18-0463 Approval YES The Applicant shall be responsible to ensure the design specifications and plans am complete and in compliance wnn me requirements ser rem, I. One amn International Fire Code (1FC) and Local Amendments as well as the applicable referenced Standards listed in Chapter 45 of the 20151FC. Thie 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 permit is for the installation of the Fire Sprinkler System in the Lay -in Ceiling Grid. Allied FP will install a system in the flue space under City Permit # 17-1696. ***** City Permit # 17-1696 must be completed, inspected and passed by this office before City Permit # 18-0463 will be inspected and passed for cover-up**** 2) This revision changes where the scope of work begins for Kaufman Company on the Existing FP Riser. 3) This Above -Ground Fire Protection system shall be installed by (Kaufman Company). 4) An RME that works for (Kaufman Company) must be onsite for ALL Fire Marshal's inspection pertaining to the Above -Ground Fire Protection system. 5) The tamper and flow switches shall be tied into the building fire alarm. 6) The Fire Marshal's Office approved set of Fire Sprinkler Plans, manufactups 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 his person, while one e job site. 7) HYDROSTATIC TEST - Hydrostatic test shall be performed in accordancetto'NFPA 13 and passed by your company, prior to contacting the Fire Marshal's Office for inspection. 8) 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!!!!!! 9) 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`d Street, La Porte, TX 77571 * Office: 281-8674603 * Fax: 281-867-4629 171 r��W�V�q _ _ _ Fire Protection by Computer Design Kauffman Company 13225 FM 529 Suite A Houston, Tx 77041 713-9374144 �, S 1 My APPROVED PLANS IED, A NEW SUBMITTAL " IS REQUIRED PRIOR -HANGS OCCURING Job Name MRC Global C-5 Building Location 2 of 3 1806 State Hwy 146 I System 1 Contract LS1733 Data File MRC Global Revised FP Hydraulic Calculations Area 1.�� Computer Programs by Hydratec Inc. Revision: 50.52.1 Kauffman Company • MRC Global C-5 HYDRAULIC CALCULATIONS for Project name: MRC Global FP Revised Location: 1806 State Hwy 146 Drawing no: 2 of 3 Date: 2-14-2018 Design • Page 1 Date 4-10-2018 Remote area number: 1 Remote area location: Open Office Area Occupancy classification: Light Hazard Density: 0.1 - Gpm/SgFt Area of application: 1174 - SgFt Coverage per sprinkler. 324 - SgFt Type of sprinklers calculated: Extended Coverage Concealed R4842 No. of sprinklers calculated: 4 In -rack demand. - GPM Hose streams: 250 - GPM Total water required (including hose streams): 433 - GPM Type of system: Wet system Volume of dry or preactfon system: -Gal Water supply information Date: Location: Source: Name of contractor. Kauffman Company Address: 13225 FM 529 Suite A / / Houston, Tx 77041 Phone number. 713-937-4144 Name of designer. Authority having jurisdiction: Notes: (Include peaking Information or gridded systems here.) @ 97 -Psi IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURING CITY COPY Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Kauffman Company MRC Global C-5 Page 2 Date 4-10-2018 Pump Data: Demand: P1 - Pump Churn Pressure 115.5 D1 - Elevation 5.197 P2 - Pump Rated Pressure 105 D2 - System Flow : 183.952 P2 - Pump Rated Flow 1500 D2 - System Pressure 97.371 P3 - Pump Pressure @ Max Flow 68.25 Hose ( Demand ) 250 P3 - Pump Max Flow 2250 D3 - System Demand : 433.952 Safety Margin 18.126 150 140 130 p 120 R 110 E 100 S 90 3 s 80 3 U 70 R 60 E 50 40 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (N^1.85) u Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Kauffman Company Page 3 MRC Global C-5 Date 4-10-2018 Fitting Legend Abbrev. Name Y. 3% 1 1A 11% 2 256 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 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 lhru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a `will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. is crs - -o mmz�. m _ �0 4 Z o c7 M cn c^'cr-- � o m a Z-O�z Gs 1 � o n � r 0 0 0 0 0 35 40 45 50 61 24 27 30 34 '40 71 81 91 101 121 • • Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007• • Kauffman Company Page 4 MRC Global C-5 Date 4-10-2018 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PUMP See Information on Pump Curve 115.497 433.95 97.371 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 12.0 8 33.0 45.96 2 13.0 48.34 3 13.0 60.88 4 13.0 60.96 5 13.0 61.27 6 13.0 61.53 7 13.0 61.86 8 13.0 62.48 9 13.0 63.23 10 13.0 64.15 22 13.0 65.54 TOR 13.0 89.35 TIE 13.0 91.6 BOR 3.0 96.0 250.0 PUMP 0.0 97.37 11 12.0 8 33.03 45.97 12 13.0 48.37 IF THE APPROVED PLANS 13 13.0 58.46 ARE MODIFIED, A NEW SUBMITTAL 14 13.0 58.59 15 13.0 59.08 TO THE CITY IS REQUIRED PRIOR 16 13.0 59.33 TO THE CHANGE OCCURING 17 13.0 59.53 18 13.0 59.74 19 13.0 59.88 20 13.0 59.95 23 12.0 8 33.07 46.0 24 13.0 48.43 25 12.0 8 33.09 46.02 26 13.0 48.47 21 13.0 59.98 CITYU COPY Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD • • Kauffman Company Page 5 MRC Global C-5 Date 4-10-2018 Node1 Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe """' Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pt 1 12 8.00 45.96 1 T 5.0 21.000 120 33.000 to 0.0 5.000 -0.433 2 13 45.96 1.049 0.0 26.000 0.6065 15.768 Vel = 17.06 2 13 -5.68 1.25 T 9.917 155.950 120 48.335 to 0.0 9.917 0.0 3 13 40.28 1.53 0.0 165.867 0.0756 12.544 Val = 7.03 3 13 0.0 2.5 0.0 18.000 120 60.879 to 0.0 0.0 0.0 4 13 40.28 2.707 0.0 18.000 0.0047 0.085 Val = 2.25 4 13 _ 40.27 2.5 0.0 18.000 120 60.964 to 0.0 0.0 0.0 5 13 80.55 2.707 0.0 18.000 0.0169 0.304 Val = 4.49 5 13 12.35 2.5 0.0 12.000 120 61.268 to 0.0 0.0 0.0 6 13 92.9 2.707 0.0 12.000 _ 0.0221 0.265 Vol = 5.18 6 13 12.14 2.5 0.0 12.000 120 61.533 to 0.0 0.0 0.0 7 13 105.04 2.707 0.0 12.000 0.0277 0.332 Val = 5.86 13 to 12.54 2.5 117.58 2.707 0.0 18.000 0.0 0.0 0.0 18.000 120 61.865 0.0 0.0341 0.613 Val = 6.55 8 13 13.85 2.5 0.0 18.000 120 62.478 to 0.0 0.0 0.0 11 9 13 131.23 2.707 0.0 18.000 0.0418 0.752 Val = 7.32 9 13 15.23 2.5 0.0 18.000 120 63.230 to 0.0 0.0 0.0 REQUIRED PRIOR 10 13 146.46 2.707 0.0 18.000 0.0512 0.921 Vel= 8.16 !qr, 10 13 17.55 2.5 0.0 22.000 120 64.151 to 0.0 0.0 0.0 22 13 164.01 2.707 0.0 22.000 0.0631 1.388 Val = 9.14 22 13 19.94 2.5 3E 28.178 277.060 120 65.539 to 0.0 28.178 0.0 TOR 13 183.95 2.707 0.0 305.238 0.0780 23.811 Val = 10.25 TOR 13 0.0 2.5 _ T 18.785 10.000 120 89.350 to 0.0 18.785 0.0 TIE 13 183.95 2.707 0.0 28.785 0.0780 2.246 Val = 10.25 TIE 13 0.0 6 6 12.573 10.000 120 91.596 to S 40.235 52.808 4.331 BOR 3 183.95 6.357 0.0 62.808 0.0012 0.076 Val = 1.86 BOR 3 H250 250.00 8 2L 30.537 10.000 120 96.003 to 0.0 30.537 1.299 PUMP 0 433.95 8.249 0.0 40.537 0.0017 0.069 Val = 2.61 0.0 PUMP 433.95 97.371 K Factor = 43.98 System Demand Pressure 97.371 Safety Margin 18.126 Continuation Pressure 115.497 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-V*ms Kauffman Company MRC Global C-5 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf Page 6 Date 4-10-2018 Notes "**" 11 12 8.00 45.97 1 T 5.0 21.000 120 33.025 to 0.0 5.000 -0.433 12 13 45.97 1.049 0.0 26.000 0.6069 15.780 Vel = 17.07 12 13 5.68 1.25 T 9.917 74.290 120 48.372 to 0.0 9.917 0.0 13 13 51.65 1.53 0.0 84.207 0.1198 10.086 Vel = 9.01 13 13 0.0 2.5 0.0 18.000 120 58.458 to 0.0 0.0 0.0 14 13 51.65 2.707 0.0 18.000 0.0074 0.133 Vel= 2.88 14 13 51.75 2.5 0.0 18.000 120 58.591 to 0.0 0.0 0.0 15 13 103.4 2.707 0.0 18.000 0.0269 0.484 Vel = 5.76 15 13 -12.35 2.5 0.0 12.000 120 59.075 to 0.0 0.0 0.0 16 13 91.05 2.707 0.0 12.000 0.0213 0.255 Vel = 5.08 16 13 -12.14 2.5 0.0 12.000 120 59.330 to 0.0 0.0 0.0 17 13 78.91 2.707 0.0 12.000 0.0163 0.196 Vel = 4.40 17 13 -12.53 2.5 0.0 18.000 120 59.526 to 0.0 0.0 0.0 18 13 66.38 2.707 0.0 18.000 0.0118 0.213 Vel = 3.70 18 13 -13.66 2.5 0.0 18.000 120 59.739 to 0.0 0.0 0.0 19 13 52.72 2.707 0.0 18.000 0.0077 0.139 Vel= 2.94 19 13 -15.23 2.5 0.0 18.000 120 59.878 to 0.0 0.0 0.0 20 13 37.49 2.707 0.0 18.000 0.0041 0.074 Vel = 2.09 20 13 -19.94 1.25 T 9.917 248.250 120 59.952 to 0.0 9.917 0.0 10 13 17.55 1.53 0.0 258.167 0.0163 4.199 Vel = 3.06 0.0 10 17.55 64.151 K Factor = 2.19 2 13 5.67 1.25 0.0 18.000 120 48.335 to 0.0 0.0 0.0 12 13 5.67 1.53 0.0 18.000 _ 0.0021 0.037 Vel = 0.99 0.0 12 5.67 48.372 KFa_c_tor= 0.8_2 23 12 8.00 46.00 1 T 5.0 21.000 120 33.065 to 0.0 5.000 -0.433 24 13 46.0 1.049 0.0 26.000 0.6076 15.798 VeI = 17.08 24 13 -5.73 1.25 T 9.917 155.950 120 48.430 to 0.0 9.917 0.0 4 13 40.27 1.53 0.0 165.867 0.0756 12.534 Vel = 7.03 0.0 - 4 40.27 60.964 K Factor = 5.16 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-V*ms • Kauffman Company Page 7 MRC Global C-5 Date 4-10-2018 Node1 Elev1 K Oa Nom Fitting Pipe CFact Pt to or Ftng's Pe """` Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 25 12 8.00 46.02 1 T 5.0 21.000 120 33.091 to 0.0 5.000 -0.433 26 13 46.02 1.049 0.0 26.000 0.6080 15.809 Vel = 17.08 26 13 5.74 1.25 T 9.917 74.290 120 48.467 to 0.0 9.917 0.0 14 13 51.76 1.53 0.0 84.207 0.1202 10.124 Vel = 9.03 0.0 14 51.76 58.591 K Factor= 6.76 24 13 5.74 1.25 0.0 18.000 120 48.430 to 0.0 0.0 0.0 26 13 5.74 1.53 0.0 18.000 0.0021 0.037 Vel = 1.00 0.0 26 5.74 48.467 K Factor = 0.82 15 13 12.36 1.25 T 9.917 248.250 120 59.075 to 0.0 9.917 0.0 5 13 12.36 1.53 0.0 258.167 _ 0.0085 2.193 Vel = 2.16 0.0 5 12.36 61.268 K Factor = 1.58 16 13 12.14 1.25 2T 19.834 248.240 120 59.330 to 0.0 19.834 0.0 6 13 12.14 1.53 0.0 268.074 0.0082 2.203 Vel = 2.12 0.0 6 12.14 61.533 K Factor = 1.55 17 13 12.54 1.25 2T 19.834 248.250 120 59.526 P ILA N S to 0.0 19.834 0.0 '"'r,t�„TAL 7 13 12.54 1.53 0.0 268.084 0.0087 2.339 Vel = 2.19 0.0 7 12.54 61.865 K Factor = 1.59 18 13 13.65 1.25 2T 19.834 248.240 120 59.739 to 0.0 19.834 0.0 8 13 13.65 1.53 0.0 268.074 0.0102 2.739 Vel = 2.38 0.0 8 13.65 62.478 K Factor = 1.73 19 13 15.23 1.25 2T 19.834 248.230 120 59.878 to 0.0 19.834 0.0 9 13 15.23 1.53 0.0 268.064 0.0125 3.352 Vel = 2.66 0.0 �I - 9 15.23 63.230 1.92 20 13 19.94 2.5 0.0 20.000 120 59.952 7 to 0.0 0.0 0.0 COPY 21 13 19.94 2.707 0.0 20.000 0.0012 0.025 Vel = 1.11 21 13 0.0 1.25 2T 19.834 250.250 120 59.977 to 0.0 19.834 0.0 22 13 19.94 1.53 0.0 270.084 0.0206 5.562 Vel = 3.48 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-V*ms Kauffman Company Page 8 MRC Global C-5 Date 4-10-2018 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ••"'•• Notes •""• Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 22 19.94 65.539 K Factor = 2.46 — -- --- a e�az s � aad I - tom•_ --- IF TFIE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURING CITY COPY Computer Programs by Hydratec Inc. Revision: 50.52.1 R°RaE LA PORTE FIRE FIRE MARSHAL'S OFFICE "PLAN REVIEW" Date 03/19/2018 Business Name MRC Offices Address 1806 Hwy 146 Type of Review Above -Ground Fire Protection — (Lay -in Ceiling Grid Contractor Kaufman Company Reviewed by Clif Meekins, Fire Marshal 18-0463 —CityPermft# Approval YES The Applicant shall be responsible to ensure the design specifications and plans are complete and in compliance wdn me requirements set terlll in me m10 International Fire Code (IFC( and Local Amendments as well as the applicable referenced Standards listed in Chapter 45 of the 20151FC. nis 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 ice. "THIS PLAN REVIEW MUST BE ON THE JOBSITE WITH THE APPROVED 4 LANS" 1) This permit is for the installation of the Fire Sprinkler System in the La)�#'UOrid. Allied FP will install a system in the flue space under City Permit # 17-1696. ***** City Permit # 17-1696 must be completed, inspected and passed by this office before City Permit # 18-0463 will be inspected and passed for cover-up**** 2) This Above -Ground Fire Protection system shall be installed by (Kaufman Company). 3) An RME that works for (Kaufman Company) must be onsite for ALL Fire Marshal's inspection pertaining to the Above -Ground Fire Protection system. APPRom PUNS 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 his person, while on the job site. 6) HYDROSTATIC TEST - Hydrostatic test shall be performed in accordance to NFPA 13 and passed by your company, prior to contacting the Fire Marshal's Office for inspection. 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 31d Street, La Porte, TX 77571 * Office: 281-867-4603 * Fax: 281-867-4629 '�► � C? LA PORTS F tl • � pi FIRE MARSHAVS aM POOCE OFFICE -Access ConirA ma's ?oie f= (Complete all of the following information. Please print.) General Information Type of Work (Check one): New system in new building New system in existing building Replacement of existing system Modification of existing alarm system or Repair of existing alarm system Re -submittal ( Other - Explain t Access.1 ri o ba Project Name: C Globak _ , R Date: Number of Plans Submitted: L Number of Pagescul- Site/Property Information Project Address: i 1 'th S r r Project Name: C ' — Floor I Building Name: m k C Alarm Contractor Information Licensed Alarm Contractor Requesting Permit: Contractor I.D. Number: Subcontractor to: Contractor Address: Business Phone #: ( ) Fax#: ( ) Point of CoutactfLiceusee Information Applicant's Name: Applicant's Position/Title: %) i%rJi firyn'144r State License Number: R DOS 3&9Type: S D Expiration Date: Day Phone #: (U 7U 3 `53 Mobile Phone #: Fax #: ( ) Email: ( Le C o m 120 South 2'd Street, La Porte, TX 77571 Office: 281-867-4601 Fax:281-867-4629 u BuBding,Infurmeeou }' Number of Floors::•. BuiWing iOccupapc`y Group (s) _l) Check the appropriate box below if this work is associated with any of the following types of work. 2) _List_ the City of LaPorte Building Permit Number. New Construction Permit Number: BuildingAddition(s) ' Permit Number: ' Building Renovation(s) Permit Number: Alarm Work Only Permit Number: Other Permit Number: Alarm System Coverage (Check all that apply), ? 'A Required manual fire alarm system (Refer to IFC) Required automatic detection (Refer to IFC & NFPA) Non -required automatic detection (Refer to NFPA) Audible/visual annunciation (Refer to NFPA) Sprinkler Monitoring (Refer to IFC & NFPA) HVAC smoke detector monitoring (Refer to IFC & NFPA) Smoke damper detectors (Refer to IFC & NFPA) Smoke'raled fire doors (Refer to IFC & NFPA) High Rise Building (Refer to IFC & NFPA) Elevators (Refer to LFC & NFPA) Type I cooking hood extinguishing system monitoring (IMC & NFPA) Special extinguishing system releasing panel (Refer to NFPA) Offsite alarm supervision (Refer to NFPA) Type: EXPLANATORY COMMENTS: 120 South 2"" Street, La Porte, TX 77571 Office: 281-867-4603 Fax:281-867-4629 MINIMUM FIRE ALARM SYSTEM PLAN REVIEW SUBMITTAL REQUIREMENTS: 1. Title block including the following: 1.1.1. Authority Having Jurisdiction — City of La Porte Fire Marshal. 1.1.2. Designed in accordance (code and code date) — 20031FC & 1000 Life Safety Code, NFPA 1.1.3. Project name 1.1.4. Project address 1.1.5. Contractor Name, Address and License Number 1.1.6. Drawn By 1.1.7. Scale 1/8"=1' 1.1.8. Date l s 4?818 2. Plan shall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items from the following list that pertain to the design of the system: 2.1.1. Name of owner and occupant 2.1.2. Location, including street address 2.1.3. Device legend 2.1.4. Floor identification with Room descriptions (identify use of each room) 2.1.5. Point of compass with North as reference. 2.1.6. All walls and doors, all partitions including height, type of ceiling, beams, pockets, etc. 2.1.7. Main Occupancy class of the building, auxiliary areas and rooms 2.1.8. Fire alarm initiating devices and notification appliance locations, including mounting heights, listed candela ratings and decibel levels 2.1.9. Location of FACP, annunciator panels, digital communicator, monitor / control interfaces to other systems and fire alarm primary power connection for all control locations 2.1.10. Number and location of phone lines used 2.1.11. Wiring arrangement and relays for elevator capture, HVAC shut- down, or other system interfaces. 2.1.12. Addressable system identification for each device 2.1.13. Minimum and maximum air velocities for HVAC units to determine compatibility with duct mounted smoke detectors 2.1.14. Scaled cross-section representation of detector mounting location for door closure devices 2.1.15. A sequence of operations of the fire alarm system (fire alarm matrix) and the required reset procedures 2.1.16. A single line zone riser diagram indicating the area, number of devices per initiating circuit, 2.1.17. Fire alarm riser diagram showing the general arrangement of the system in buildRig cross-section listing the type and number of fire alarm system components / on each circuit, on each floor. 2.1.18. Control panels wiring diagrams, power supplies, battery chargers and annuciators 2.1.19. Voltage drop calculation for notification appliance circuits — (maximum 10%) 2.1.20. Battery calculations when batteries are used as secondary power supply indicating the total standby duration and alarm duration 2.1.21. Sources of secondary power other than battery 3. Manufacturers cut sheets showing the following: 3.1.1. Make, model, and type of FACP 3.1.2. Make, model, and type of annuciator panels 3.1.3. Make, model and type of automatic detection devices IF THE APPROVED PLANS 3.1.4. Make, model and type of manual detection devices , r, , , , . 3.1.5. Make, model and type of audible / visual indicating appliances including decibel / candela iatiYng�. 3.1.6. Make, model and type of fire department command center equipment 3.1.7. Make, model and type of offsite reporting equipment 3.1.8. Make, model and type of wire or cable used for field wiring of the alarm system 3.1.9. Make, model and type of door hold -open devices, smoke dampers, HVAC shutdown, and commercial kitchen exhaust system devices affecting buildings or fire protection equipment 120 South 2" Street, La Porte, TX 77571 Office: 281-867-4603 Fax: 281-867-4629 Checklist for Plans Submittal The following is a list of construction documents which must be submitted with this application. Rafet to t separate Fire Alarm Permit Plan Review Requirements document for detailed requirements of each item. General Submitted es ❑ No Site Plan Yes ❑ No Floor Plans es ❑ No 1-line diagram (Riser) ❑ ❑ No Battery & Voltage drop calculations /Yes 9' Yes ❑ No Manufachuers, Data Sheets & Model Numbers for all equipment, and devices ❑ Yes 0 No Alarm response matrix ❑ Yes ❑ No Clear description of ceiling construction and height or detailed elevation drawing 0 Yes 0 No Operation of any specialized equipment (smoke control/exhaust or other life safety systems). ❑ Yes 0 No Compatibility listings to verify component compatibili a li`A control panel ❑ Yes ❑ No Other - Copy K. Expiration of Plan Review: Pursuant to 2003 IFC Section 105.2.3, an application for a permit for any proposed work or operations shall be deemed to have been abandoned six (6) months after the date of filing, unless such application has been diligently prosecuted or a permit shall have been issued; except that the fire code official is authorized to grant one or more extensions of time for additional periods not exceeding nine 90 days each if there is reasonable cause. L. Certification This document is a governmental record. Individuals who knowingly make a false entry in, or false alteration of, a governmental record are subject to criminal prosecution under Section 37.10 of the Penal Code, Vernon's Texas Code Annotated. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified or not. The granting of a permit does not presume to violate or cancel the provisions of any other state of local law regulating constitution or the performance of construction. I also understand that the installation of any of the work related to this permit application shall not proceed until roved plans are issued from the Cityof La Porte. Signature:. i-'0�3Y! Date: Print Name: `, 120 South 2nd Street, La Porte, TX 77571 Office: 281-867-4603 Fax:281-867-4629 NOTES: 1) ALL Fire Alarm Systems shall be. designed so silencing the Audible WILL NOT cancel' the Visuals through -out the facility. The strobes shall remain active when the system has been silenced and will remain active until the system has been reset. 2) An approved copy of the Fire Alarm Systems Plan Review Submittal and the Plan Review issued by the Fire Marshal's Office shall be posted on the job site until the final inspection is issued by the City of La Porte Fire Marshal's Office. 3) The Fire Marshal's Office must witness a function test of the Fire Alarm system. 4) Contact the Fire Marshal's Office 24hrs in advance to schedule a Fire Alarm system test. FIRE MARSHAL''S OFFIC&USE ONLY Date of Completion: Reviewed By: Approved: OYes 0 No " Require Follow -'up: ❑Yes O No Explain: Fee's.Due:OYes 0 No Amount Paid: Datepaid:.: 120 South 2nd Street, LaPorte, TX 77571 Office: 281-867-4603 Fax: 281-867-4629 -v- 1806 Hwy 146 Fire 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 permit fees will be calculated from the original permit valuation. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURING -JVMAk l 6 ?018 City of La Porte F Fire Marshal's Office FIRE SPRINKLER SYSTEMS PLAN REVIEW SUBMITTAL General Information: Type of Work (select one): New: Addition: Existing System/ Mod: Project Name: Date: 3 �S Scope of Work: �trG{r-(I \Ak 5 yylAW itj •te avu Number of Plans Submitted:ApNoagkNumber of Pages: 3wk Site/PropertySite/Property Information: Project Address: Project Name: Building Name: C Sprinkler Contractor Information: Licensed Sprinkler Contractor Requesting Permit: U v, `ry^' /N RME Number: 2� 7�� f SCR Number: Contractor Address: �'f�2 MGM U-k A. -4vi Business Phone #: "173- fJ Fax#: ( j) ' Point of Contact/Licensee Information: Applicant's Name: vyl Q tia Applicant's Position/Title: State License Number: e: G Expiration Date: 10092 Day Phone #: ( ( — p Mobile Phone #: Fax #: ( ) Email: M I ar, Egf, VfflqA n ARE MI,ItL, - NOTES: TO THE CITY IS REQUIRED PRIOR o THE CHANGE OCCURING M Building Information: Check Pe appropriate line below if this work is associated with any of the following types of work. List the of La Porte Building Permit Number. New Building(s) Permit Number: Building Addition(s) Permit Number: Building Renovation(s) Permit Number: Sprinkler Work Only Permit Number: Work Type Description: (cheek all that apply) Hydrants — Including Underground Fire Line/Main Underground Fire Line no fire hydrants) New Sprinkler System Ma'or S rinkler System Work not including Sprinkler Heads Sprinkler System Modification Standpipe(s)Class I Class II Class III r NOTES: Wet Dry Pre -action Deluge Foam Anti -Freeze Loop Wet Elevator/Escalator Backflow Preventer Detector Check Hidden Comb. Construction Fire Pump Vs I n a Desi ethod• Y r Hydraulically Calculated Pipe Schedule System NFPA 17� NFPA IIr— NFPA FM Dita Sheet Others (Specify) Canopyang(s) High-Piled-Pileled Stock In -Rack Sprinklers Edition Edition Edition Edition e 6) wjjl 'no r �e wck,-N CovlC ' a's n,ew (w - ctli rl-ale a A `" atr/ea aw-t �ns{-&tA ;h E Number of new heads Heads added to new lines Number of new branch lines added Heads added to existing lines Number of heads relocated Number -of F *P Plans Submittal Requirements The following items are required for a proper plan review and shall be included in your submittal a. Show the NFPA standard(s) and edition of the standard(s) utilized in design of the fire sprinkler system. b. Show reference information of "work by others" including, but not limited to, fire service line. c. Show occupancy/hazard classification and design density information. d. Show description of use for all portions of the building (including room names) included in this application. e. List the construction type of the building. Indicate if there are un-sprinklered, concealed combustible spaces. f Indicate whether sprinkler system design is pipe schedule, hydraulically designed, or special design. g. Show all applicable design info as specified in NFPA 13, 1999 and NFPA 24, 1995. h. Show ceiling heights for all rooms and areas. i. how full height cross-section or details as necessary to reflect sprinkler anti piping locations in relation to obstructions for all atypical conditions. j. Indicate type of sprinkler system: wet pipe system, dry pipe system, etc. k. Provide hydraulic design calculations for new systems or for modifications to an existing system which affects the hydraulically most remote area of the system. 1. Provide fire stop assembly design number (UL or other approved assembly) and complete construction details for sprinkler system piping penetrations of fire resistive assemblies. in. Indicate electrical supervision or other approved method of supervision of valves controlling the water supply for automatic fire sprinkler systems. n. Show the use of special sprinklers, such as extended coverage or ESFR sprinklers, or special conditions, such as the use of a water curtain, as applicable. o. Provide manufacturer's data sheets and listing information for special piping and sprinklers. p. For modifications, show model of existing sprinklers in addition to new sprinklers being used. q. For modifications, continue the existing system to one branch line or -sprinkler beyond the scope of work and/or any areas within scope that are not in contract. r. Provide signed copy of water supply flow test report, including, but not limited to, flow location, static and residual pressures in PSI, flow in GPM, date of test, name of party who conducted test or supplied information. s. For storage and/or warehouse occupancies provide information regarding commodity, commodity classification, encapsulated (method of packaging), height of storage, storage arrangement (i.e., aisles, piles, on pallets, racks, arrays, etc.), and in -rack sprinklers, as applicable and small hose stations. t. For new buildings or building additions four or more stories in height, note that standpipes shall be provided during construction in accordance with the 2003 IFC. u. Show the materials, listing information, and installation specifications for the piping, fittings, and hangers. v. Show location of Fire Department connections (FDC) at building. w. Standpipe and hose cabinet locations within the building, as applicable. x. Show main drain test connections to permit flow tests of water supplies and connections. y. Show Class I standpipe outlet connection on each side of the wall adjacent to the exit opening of a horizontal exit, as applicable. z. Show location and type of all valves controlling the Water supply. aa. Note on the plans the specifications for fire pumps, including rated capacity in GPM and rated net pressure in PSI. bb. All hydraulic references nodes shown in calculations must be shown on plans. Underground Fire Main and/or Fire Hydrants Ak 16 2 (In addition to Plans Submittal Requirements) a. If scope includes piping to P-0" A.F.F., include detail of spigot piece from 5'-0" out with rod sizing and dimensions. b. Include detail of backflow prevention device with size, make and model number. c. Include detail of fire hydrant(s) including the maximum and minimum dimensions. d. Include on plans the type, lengths and minimum bury depth for underground e. Include detail of F.D.C. including dimensions. f. Include thrust block locations and details. Fire Pumps (In addition to Plans Submittal Requirements) a. Submit manufacturer's data sheets for fire pump and all associated equipment. „b. Show piping layout including feed -in and supply -out. j Expiration of Plan Review: o k or operations shall be Pursuant to 2003 IFC Section 105.2.3, an application for a permit for any pWist deemed to have been abandoned six (6) months after the date of filing, unleson has been diligently Rid prosecuted or a permit shall have been issued; except that the fire code officito grant one or more extensions of time for additional periods not exceeding nine 90 days each if there is reasonable cause. L. Certification: This document is a governmental record. Individuals who knowingly make a false entry in, or false alteration of, a governmental record are subject to criminal prosecution under Section 37.10 of the Penal Code, Vernon's Texas Code Annotated. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws governing this type of work will be complied with wheth ecified or not. The grantingof a pesume to violate or cancel the provisions of any other stateo9o9 faw regulating Sanancres constitutionor f construction. I also understand` that the installation of any of the work related to this ermit a i lroceed until approved plans are issued from the City of La Porte. Signature: Print Name: FIRE MARSHAL'S OFFICE USE ONLY Date of Completion: Reviewed By: Approved: :YesNo Require Follow-up: 'Yes I No Explain: Fee's Due: Ycs No Amount Paid: Date Paid: MINIMUM FIRE SPRINKLER SYSTEMS PLAN REvIEW MAR 162018 SUBMITTAL REQUIREMENTS: Title block including the following: 1) Authority Having Jurisdiction — City of La Porte Fire Marshal. 2) Designed in accordance with code and code date — 2003 IFC & NFPA 13, 1999 ed. and NFPA 24, 1995 ed. 3) Project name 4) Project address 5) Contractor Name, Address and License Number 6) Drawn By 7) Scale 1/8" = V 8) Date Plan shall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items from the following list that pertain to the design of the system: 1) Point of compass oriented to the North. 2) Full height cross section, or schematic diagram, including structural member information if required €or clarity and including ceiling construction and method of protection for nonmetallic piping. 3) Location of partitions 4) Location of fire walls 5) Occupancy class of each area or room 6) Location and size of concealed spaces, closets, attics, and bathrooms CORM 7) Any small enclosures in which no sprinklers are to be installed 8) Size of city main in street and whether dead end or circulating; if dead end, direction and distance to nearest circulating main; and city main test results and system elevation relative to test 9) Other sources of water supply, with pressure or elevation 10) Make, type, model, and nominal K-factor of sprinklers including sprinkler identification number 11) Temperature rating and location of high -temperature sprinklers 12) Total area protected by each system on each floor 13) Number of sprinklers on each riser per floor 14) Total number of sprinklers on each dry pipe system, pre -action sjstent, combined dry pipe -pre - action system, or deluge system 15) Approximate capacity in gallons of each dry pipe system 16) Pipe type and schedule of wall thickness 17) Nominal pipe size and cutting lengths of pipe (or center -to -center dimensions). Where typical branch lines prevail, it shall be necessary to size only one typical line 18) Location and size of riser nipples 19) Type of fittings and joints and location of all welds and bends. The contractor shall specify on drawing any sections to be shop welded and the type of fittings or formations to be used 20) Type and locations of hangers, sleeves, braces, and methods of securing sprinklers when applicable 21) All control valves, check valves, drain pipes, and test connections 22) Make, type, model, and size of alarm or dry pipe valve 23) Make, type, model, and size of pre -action or deluge valve 24) Kind and location of alarm bells 25) Size and location of standpipe risers, hose outlets, hand hose, monitor nozzles, and related equipment 26) Private fire service main sizes, lengths, locations, weights, materials, point of connection to city main; the sizes, types and locations of valves, valve indicators, regulators, meters, and valve pits; and the depth that the top of the pipe is laid below grade d. 27) Piping provisions for flushing 28) Where the equipment is to be installed as an addition to an existing system, enough of the existing system indicated on the plans to make all conditions clear 29) For hydraulically designed systems, the information on the hydraulic data nameplate 30) A graphic representation of the scale used on all plans 31) Name and address of contractor 32) Hydraulic reference points shown on the plan that correspond with comparable reference points on the hydraulic calculation sheets 33) The minimum rate of water application (density), the design area of water application, in -rack sprinkler demand, and the water required for hose streams both inside and outside 34) The total quantity of water and the pressure required noted at a common reference point for each system 35) Relative elevations of sprinklers, junction points, and supply or reference points 36) If room design method is used, all unprotected wall openings throughout the floor protected 37) Calculation of loads for sizing and details of sway bracing 38) The setting for pressure -reducing valves 39) Information about backflow preventers (manufacturer, size, type) 40) Information about antifreeze solution used (type and amount) 41) Size and location of hydrants, showing size and number of outlets and if outlets are to be equipped with independent gate valves. Whether hose houses and equipment are to be provided, and by whom, shall be indicated. Static and residual hydrants that were used in flow tests shall be shown 42) Size, location, and piping arrangement of fire department connections Submittal Packet Requirements:n MAR 16 2018 1) Submittal Form' 2) Hydraulic calculations including water flow report. 3) Hardware specifications and cut sheets 4) Copy of RME license Automatic Sprinkler System Requirements: 1) The FDC shall be clear and unobstructed with a minimum 3-foot clearance. 2) The FDC shall be within 100 feet of a fire hydrant 3) A minimum of 4-feet of pipe between the check valve and the inside wall of the FDC 4) A single point for the Fire Department Connection (FDC) shall be provided for buildings with multiple risers. A AAJJ--� 5) All inspectors' test, ball -drips, and main -drains shall .kb piped directly to the outsStte of the building. r 6) At least one inspection test valve shall be located at the remote system area. 7) Reduced Pressure Zone valves shall be used on antifreeze systems. 8) Risers shall be located in heated areas. Riser -room electrical heaters shall be hard wired. 9) The riser -room shall be large enough to facilitate maintenance and testing of the sprinkler system and shall have immediate access from the outside. 10) Dry -system air compressors shall be hard wired. 11) A high- and low -air -pressure alarm is required for all dry systems. 12) Pre -action system solenoids shall be wired for alarm activation upon current loss. 13) Hose valves shall be 2'/s-inches with a 1'/z-inch reducer with cap and chain. 14) Pressure -reducing valves shall be used on systems exceeding 175 psi. These valves shall reduce static and residual pressure. (These are not to be "pressure -restricting valves") 15) Systems with pressure -reducing valves shall have a 3-inch pipe to drain directly to the outside. 16) Fire pumps shall be equipped with a properly sized test header. 17) Pump controllers shall be manual shutdown only (no timers). 1' 18) Underground piping shall have a.5-foot minimum separation frotall other utilities and placed in a separate trench. Underground piping may not be combined with other utilities for entrance to the building. Inspection Requirements: A minimum of three inspections are required for underground piping serving sprinkler systems and/or private hydrants: 1) Pre -pour inspection; 2) Hydrostatic testing; 3) Flush inspection. 1) Pre -pour inspection: Thrust block excavation shall be completed, but thrust blocks shall not be poured. All pipes shall be in place and exposed for visual inspection. Pipe shall be laid on a minimum six-inch bed of clean sand. Trench shall be of a sufficient depth to allow the required cover above pipe. 2) Hydro Testing: Thrust blocks shall be in place. Pipe shall be center -loaded with clean sand to prevent uplift, but all joints shall remain exposed. The system shall be hydrostatically tested at 200 psi (or 50 psi over maximum static pressure, whichever is greater) for a duration of at least two hours prior to the arrival of the inspector. 3) Flush inspection: All portions of the underground system shall be flushed to remove debris prior to connection to overhead piping. Flow shall be through a minimum of a four -inch hose or pipe, unless otherwise approved by the inspector prior to scheduling the flush. Hose or pipe shall be restrained to prevent injury and damage. The flush and hydro inspections may be scheduled concurrently. 4) Upon flush inspection or prior to final sprinkler or site inspection, all detector check assemblies, control valves, and fire department connections (FDC) shall be clearly labeled with the address served by the device. Address signs shall be securely attached to the device and be of a durable, fade -resistant material which is visible and legible from the fire lane. FDOand four -inch hydrant outlets shall be unobstructed and oriented toward the fire lane. Valves shall be locked in the open position with breakaway locks. All valves and private hydrants shall be paiftted OSHA safety red. Hydrant and FDC caps shall be in place. MAR 16 2018 NOTES: 1) All inspections require 24-hours notice to the Fire Marshal's Office. 2) An approved copy of the Fire Sprinkler Systems Plan Review Submittal and the Plan Review issued by the Fire Marshal's Office shall be posted on the job site until the final inspection is issued by the City of La Porte Fire Marshal's Office. 3) Absolutely no piping is to be cover-up until written notification has been given by the City of La Porte Fire Marshal's Office and a copy of the written notification is on the job -site. r1 L ... Fire Protection by Computer Design Kauffman Company 13225 FM 529 Suite A Houston, Tx 77041 V p 713-937-4144 & MAR 16 2018 Job Name MRC Global C-5 Building AMr'- IF THE APPROVED PLANS Location 1806 State Hwy 146 System 1 ARE MOI)icH, A NEW SUBMITTAL Contract LS1733 Data File : MRC Global Revised FP Hydraulic Calculationsnkea 1:WXF '?1OR Computer Programs by Hydratec Inc. Revision: 50.52.1 Kauffman Company MRC Global C-5 HYDRAULIC CALCULATIONS for Project name: MRC Global FP Revised Location: 1806 State Hwy 146 Drawing no: 2 of 3 Date: 2-14-2018 Design Remote area number. 1 Remote area location: Open Office Area Occupancy classHication: Light Hazard Density: 0.1 - Gpm/SgFt Area ofapplicatton: 1174 - SgFt Coverage per sprinkler. 324 - SgFt Type of sprinklers calculated. Extended Coverage Concealed RA2845 No. of sprinklers calculated: 4 In -rack demand. - GPM Hose streams: 100 - GPM Total water required (including hose streams): 234 - GPM _ @ 77 -Psi Type of system: Wet system Volume of dry or preaction system: -Gal Water supply Information Date: Location: Source: Name of contractor: Kauffman Company Address: 13225 FM 529 Suite A / / Houston, Tx 77041 Phone number. 713-9374144 Name of designer. Authority having jurisdiction: Notes: (Include peaking Information or gridded systems here.) CIT`r Page 1 Date 2-14-2018 c- V t : MAR 16 2018 Dr•�• — IF THE APPNOVEO PLANS ARE MODIFIES) A NEW SURMITTAL TO THE CITY iS RE®UIRED PRIORTO THE CHANGE UCCURING Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C Kauffman Company MRC Global C-5 Page 2 Date 2-14-2018 Pump Data: Demand: P1 - Pump Churn Pressure 115.5 D1 - Elevation 5.197 P2 - Pump Rated Pressure 105 D2 - System Flow : 132.009 P2 - Pump Rated Flow 1500 D2 - System Pressure : 73.263 P3 - Pump Pressure @ Max Flow 68.25 Hose ( Demand ) : 100 P3 - Pump Max Flow 2250 D3 - System Demand : 232.009 ` Safety Margin 42.236 f 150 140 130 P 120 R 110 E 100 S 90 S 80 3 U 70 D R 60 E 50 40 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (NA1.85) • • Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary Kauffman Company MRC Global C-5 Page Date 3 2-14-2018 Fitting Legend Abbrev. Name Y. '% 1 1% 11/. 2 2'b 3 31% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 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 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 • D rn N Unit Summary c 00 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. M U ao a z,o�x 0 6 r ti • Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007 • • Kauffman Company MRC Global C-5 Page 4 Date 2-14-2018 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PUMP See Information on Pump Curve 115.499 232.01 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node 1 12.0 5.6 34.7 2 13.0 42.81 3 13.0 49.6 4 13.0 49.64 5 13.0 49.81 6 13.0 49.95 7 13.0 50.13 8 13.0 50.46 9 13.0 50.87 10 0.0 57.0 22 13.0 52.12 TOR 13.0 65.01 BOR 3.0 71.94 PUMP 0.0 73.26 11 12.0 5.6 34.72 12 13.0 42.83 13 13.0 48.29 14 13.0 48.36 15 13.0 48.62 16 13.0 48.76 17 13.0 48.86 18 13.0 48.98 19 13.0 49.06 20 13.0 49.1 23 12.0 5.6 34.74 24 13.0 42.86 25 12.0 5.6 34.76 26 13.0 42.88 21 13.0 49.11 32.99 100.0 33.0 73.263 Notes IF THE APPROVED PLANS 33.01 MODIFIED, A NEW SUBMITTAL HE CITY IS REQUIRED PRIOR . 33.02 , O THE CHANGE OCCURING MAR 16 2018 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD • • Kauffman Company MRC Global C-5 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf Page 5 Date 2-14-2018 ******* Notes ****** 1 12 5.60 32.99 1 T 5.0 21.000 120 34.700 to 0.0 5.000 -0.433 2 13 32.99 1.049 0.0 26.000 0.3284 8.539 Vel = 12.25 2 13 -4.08 1.25 T 9.917 155.950 120 42.806 to 0.0 9.917 0.0 3 13 28.91 1.53 0.0 165.867 0.0409 6.791 Vel = 5.04 3 13 0.0 2.5 0.0 18.000 120 49.597 to 0.0 0.0 0.0 4 13 28.91 2.707 0.0 18.000 0.0026 0.046 Vel = 1.61 4 13 28.89 2.5 0.0 18.000 120 49.643 to 0.0 0.0 0.0 5 13 57.8 2.707 0.0 18.000 0.0092 0.165 Vel = 3.22 5 13 8.87 2.5 0.0 12.000 120 49.808 to 0.0 0.0 0.0 6 13 66.67 2.707 0.0 12.000 0.0119 0.143 Vel = 3.72 6 13 8.71 2.5 0.0 12.000 120 49.951 to 0.0 0.0 0.0 7 13 75.38 2.707 0.0 12.000 0.0150 0.180 Vel = 4.20 7 13 9.00 2.5 0.0 18.000 120 50.131 to 0.0 0.0 0.0 8 13 84.38 2.707 0.0 18.000 0.0184 0.332 Vel = 4.70 8 13 9.79 2.5 0.0 18.000 120 50.463 to 0.0 0.0 0.0 9 13 94.17 2.707 0.0 18.000 0.0226 0.407 Vel = 5.25 9 13 10.93 2.5 0.0 18.000 120 50.870 to 0.0 0.0 5.630 10 0 105.1 2.707 0.0 18.000 0.0277 0.499 Vel = 5.86 10 0 12.60 2.5 0.0 22.000 120 56.999 to 0.0 0.0 -5.630 22 13 117.7 2.707 0.0 22.000 0.03g1. 0.751 Vel = 6.56 22 13 14.31 2.5 3E 28.178 277.060 120 52.120 to 0.0 28.178 0.0 TOR 13 132.01 2.707 0.0 305.238 0.0422 12.888 Vel = 7.36 TOR 13 0.0 2.5 B 10.958 10.000 120 65.008 to S 21.916 51.659 4.331 BOR 3 132.01 2.707 T 18.785 61.659 0.0422 2.603 Vel = 7.36 BOR 3 H100 100.00 8 2L 30.537 10.000 120 71.942 to 0.0 30.537 1.299 PUMP 0 232.01 8.249 0.0 40.537 0.0005 0.022 Vel = 1.39 0.0 PUMP 232.01 73.263 K Factor = 27.11 System Demand Pressure 73.263 Safety Margin 42.236 Continuation Pressure 115.499 11 12 5.60 33.00 1 T 5.0 21.000 120 34.716 to 0.0 5.000 -0.433 12 13 33.0 1.049 0.0 26.000 0.3286 8.543 Vel = 12.25 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Wi s • Kauffman Company ; , 2018 Page 6 MRC Global C-5 Date 2-14-2018 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe """' Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 12 13 4.07 1.25 T 9.917 74.290 120 42.826 to 0.0 9.917 0.0 13 13 37.07 1.53 0.0 84.207 0.0648 5.460 Vel = 6.47 13 13 0.0 2.5 0.0 18.000 120 48.286 to 0.0 0.0 0.0 14 13 37.07 2.707 0.0 18.000 0.0041 0.073 Vel = 2.07 14 13 37.14 2.5 0.0 18.000 120 48.359 to 0.0 0.0 0.0 15 13 74.21 2.707 0.0 18.000 0.0146 0.262 Vel = 4.14 15 13 -8.87 2.5 0.0 12.000 120 48.621 to 0.0 0.0 0.0 16 13 65.34 2.707 0.0 12.000 0.0115 0.138 Vel = 3.64 16 13 -8.71 2.5 0.0 12.000 120 48.759 to 0.0 0.0 0.0 17 13 56.63 2.707 0.0 12.000 0.0088 0.106 Vel = 3.16 17 13 -9.00 2.5 0.0 18.000 120 48.865 to 0.0 0.0 0.0 18 13 47.63 2.707 0.0 18.000 0.0064 0.115 Vel = 2.66 18 13 -9.80 2.5 0.0 18.000 120 48.980 to 0.0 0.0 0.0 19 13 37.83 2.707 0.0 18.000 0.0042 0.075 Vel = 2.11 19 13 -10.92 2.5 0.0 18.000 120 49.055 to 0.0 0.0 0.0 20 13 26.91 2.707 0.0 18.000 0.0022 0.040 Val = 1.50 20 13 -14.31 1.25 T 9.917 248.250 120 49.095 to 0.0 9.917 5.630 10 0 12.6 1.53 0.0 258.167 0.0088 2.274 Val = 2.20 0.0 10 12.60 56.999 K Factor = 1.67 2 13 4.08 1.25 0.0 18.000 120 42.806 to 0.0 0.0 0.0 12 13 4.08 1.53 0.0 18.000 0.0011 0.020 Val = 0.71 0.0 12 4.08 42.826 K Factor = 0.62 23 12 5.60 33.01 1 T 5.0 21.000 120 34.745 to 0.0 5.000 -0.433 24 13 33.01 1.049 0.0 26.000 0.3288 8.549 Val = 12.25 24 13 -4.12 1.25 T 9.917 155.950 120 42.861 to 0.0 9.917 0.0 4 13 28.89 1.53 0.0 165.867 0.0409 6.782 Val = 5.04 0.0 4 28.89 49.643 K Factor = 4.10 25 12 5.60 33.02 1 T 5.0 21.000 120 34.761 to 0.0 5.000 -0.433 26 13 33.02 1.049 0.0 26.000 0.3290 8.553 Val = 12.26 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Wi s • Kauffman Company MAR 1 R 90f' Page 7 MRC Global C-5 Date 2-14-2018 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ""**' Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 26 13 to 14 13 14 4.11 1.25 T 9.917 74.290 120 0.0 9.917 37.13 1.53 0.0 84.207 0.0651 0.0 37.13 42.881 0.0 5.478 Val = 6.48 48.359 K Factor = 5.34 24 13 4.12 1.25 0.0 18.000 120 42.861 to 0.0 0.0 0.0 26 13 4.12 1.53 0.0 18.000 0.0011 0.020 Vel = 0.72 0.0 42.881 K Factor = 0.63 15 13 8.87 1.25 T 9.917 248.250 120 48.621 to 0.0 9.917 0.0 5 13 8.87 1.53 0.0 258.167 0.0046 1.187 Val = 1.55 0.0 5 8.87 49.808 K Factor = 1.26 16 13 8.71 1.25 2T 19.834 248.240 120 48.759 to 0.0 19.834 0.0 6 13 8.71 1.53 0.0 268.074 0.0044 1.192 Val = 1.52 0.0 6 8.71 42.951 K Factor = 1.23 17 13 9.00 1.25 2T 19.834 248.250 120 8 to 0.0 19.834 7 13 9.0 1.53 0.0 268.084 0.0047 el = 1.57 0.0 7 9.00 50.131 K Factor = 1.27 18 13 9.80 1.25 2T 19.834 248.240 120 48.980 to 0.0 19.834 0.0 8 13 9.8 1.53 0.0 268.074 0.0055 1.483 Val = 1.71 0.0 8 9.80 50.463 K Factor = 1.38 19 13 10.93 1.25 2T 19.834 248.230 120 49.055 to 0.0 19.834 0.0 9 13 10.93 1.53 0.0 268.064 0.0068 1.815 Val = 1.91 0.0 9 10.93 50.870 K Factor = 1.53 20 13 14.31 2.5 0.0 20.000 120 49.095 to 0.0 0.0 0.0 21 13 14.31 2.707 0.0 20.000 0.0007 0.014 Val = 0.80 21 13 0.0 1.25 2T 19.834 250.250 120 49.109 to 0.0 19.834 0.0 22 13 14.31 1.53 0.0 270.084 0.0111 3.011 Val = 2.50 0.0 22 14.31 52.120 K Factor = 1.98 Computer Programs by Hydratec Inc. Revision: 50.52.1 • Rellmabld A complete line of quick response extended coverage spray sprinklers for light hazard ap- plications. Horizontal Sidewall Sprinklers are approved for installation 4" to 12" (102mm - 305mm) be- low the ceiling. Model FlFR56 QREC Sprinkler Types Pendent Horizontal Sidewall EC-8 Model F1 FR56 QREC Recessed Sprinkler Types Recessed Extended Coverage Pendent F1/F2/FP Recessed Extended coverage Horizontal Sidewall Model F1 FR56 QREC Concealed Extended Coverage Pendent Approval Organizations 1. Listed by Underwriters Laboratories, Inc. and Certified for Canada (cULus) 2. Factory Mutual Approvals (FM) (See Application section for specific approvals) UL Listing Category Sprinklers, Automatic & Open Quick Response Extended Coverage Sprinkler (VNIV) Product Description Reliable Models F1 FR56 QREC and F1 FR56 QREC Re- cessed Sprinklers are quick response sprinklers which combine the durability for a standard sprinkler with the at- tractive low profile of a decorative sprinkler. The Models F1 FR56 QREC and F1 FR56 QREC Recessed Automatic Sprinklers utilize a 3.Omm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five times faster than standard response sprinklers. This quick response enables these sprinklers to apply water to a fire faster than standard re- sponse sprinklers of the same temperature rating. Model FlFR56 QREC Quick Response Extended Cover- age Concealed Sprinkler is an attractive, low profile con- cealed sprinkler assembly. This sprinkler assembly uti- lizes a Model F1 FR56 QREC pendent sprinkler in a Model CCP cup and push -on thread -off cover plate assembly. The cup is securely factory threaded on the sprinkler's in- let end. The assembly is shipped with a protective cap. The sprinkler and cup are easily installed into the sprinkler fitting using the Model RC1 Sprinkler Wrench. The cover plate assembly is attached to the sprinkler cup using a flexible tooth threaded engagement. The cover plate is attached to the skirt using 135OF (57°C) ordinary tempera- ture classification solder. OR 16 2018 Bulletin 028 Rev. F Model F1 FR56 QREC Series9. K 5.6 (80 metric) o Quick ResponseCD Extended Coverage Sprinklers 0, Extended Coverage Pendent Recessed Extended Coverage PendentF1/F2 Extended Coverage Extended Coverage Pendent Concealed Horizontal Sidewall EC-8 Recessed Extended Coverage Horizontal Sidewall EC-8 When the ceiling temperature rises, the solder holding the cover plate melts, allowing the release of this part and thus exposing the Model F1 FR56 QREC sprinkler inside to the rising ambient temperature. The Temperature rating of the sprinkler identified by the color of the glass bulb. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a pre- cisely manufactured glass capsule. This glass bulb is spe- cially constructed to provide fast thermal response. Application Quick response sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must be exer- cised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Association or the ap- proving authority having jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 • 1 • Model FlFR56 QREC Pendent Sprinkler Deflector: EC Installation Wrench: Model D Sprinkler Wrench or Model W2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage - Light Hazard Occupancy Installation Data: Nominal- Temperature Sprinkler Nominal Thread K- Factor Sprinkler Approval Rating Identification Orifice Size length Organizations Numbers (SIN) US Metric ,F °C Yz" Ys" NPT 5.6 80 2.25° cULus 135 57 RA2845 (15mm) (R1l2) (57mm) 155 68 Model F1 FR56 QREC Recessed Pendent Sprinkler Deflector: EC Installation Wrench: Model GFR2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage - Light Hazard Occupancy Installation Data: Nominal Temperature Sprinkler Nominal Thread K- Factor Sprinkler Approval RatingIdentification Orifice Size Length Organizations Numbers (SIN) US Metric 'F °C Y2" 'A" NPT 5.6 80 2.25 cULus 135 57 RA2845 (15mm) (R,) (57mm) 155 68 Table 1. Model F1 FR56 QREC Pendent and Recessed Pendent Sprinklers R ulred Min. Flow Rate/Pressure Max. Coverage Area Flow Rate Pressure Width x Length gpm Umin psi (bar) ft. x 1L m x m 26 98.4 21.6 (1,5) 16 x 16 4.9 x 4.9 33 125.0 34.7 (2,4) 18x18 5.5x5.5 40 151.4 51.0 (3,5) (1)135OF (57°C) only. 2 1/4• HOLE M [5].15mrR] 115/11nun]6': [4B2 r—_=a - = - I- X 3/4 R®UCFR — — ln/NDNL rIDNT T 1" X i/2- REDUCER ACAW SPRINKLER W/tFNCN B2S5't127.1t:11 FuCPq�WAaXS71AA' a2errwlA Model F1 FR56 QREC F1/F2 Fig. 1 (1) When installed directly into a tee, the escutcheon adjustment will be reduced. (2) Refer to escutcheon data table for approvals and dimensions. 2. �• MAR r ¢ 2U1g '•X:,! 2 5/5'W, [66Jmm] HOLE Nl CRUW 2 6/I6- IX [6 7.1 CUP - _- --- I I-X 1/2-REDUCER L CGUN6 CF -_ FACE RTMG R) FACE tX' Cf2MlC DIYEN.WN W nwmuwr A• D 0>� Model F1 FR56 QREC FP 1 Fig 2 Model F1FR56 QREC Horizontal Sidewall Sprinkler Deflector: EC-8 Installation Wrench: Model D Sprinkler Wrench or Model W2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: Nominal Sprinkler Nominal Thread K- Factor Sprinkler Approval Temperature Identification Orifice Size Length Organizations Rating Number (SIN) US metric 135-F (57-C) NFFlh) 5.6 80 cULus, FM 156-F (68-C) RA2865 (15m) (7.86" 175°F (79-C) Model F1 FR56 QREC Recessed Horizontal Sidewall Sprinkler Deflector: [C. b Installation Wrench: Model GFR2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: Nominal Thread K- Faictor nal Sprinkler Approval() Temperature nkler cation Imo„ Orifice Size Length Organizations Rating Number (SIN) US McMc 5.6 80 cULus, FM cULus 135°F (57-C) 155-F (68-C) RA2865 (15mm) (R%) (73 m) cULus 175°F (79-C) 0 () Refer to escutcheon data table for approvals and dimensions. Table 2. Model F1FR QREC Horizontal Sidewall and Recessed Horizontal Sidewall Sprinklers Required Min. Flow RatelPressure Flow Rate Pressure Maximum Deflector to Ceiling gpm (Urnin) psi (bar) Coverage Area Width x Length Dimension Min. - Max. UL FM UL FM ft. x ft. (m x m) Inches (mm) 26 (98.4) 26 (98.4) 21.4 (1,5) 21.4 (1,5) 16x16 (4.9x4.9) 4-12 (102-305) 29 (109.8) 30 (113.6) 26.6 (1,8) 28.5 (2,0) 16x 18 (4.9x 5.5) 4-12 (102-305) 32 (121.1) 33 (125.0) 32.4 (2,2) 34.5 (2,4) 16x20 (4.9x6.0 4-12 (102-305) r� mw +' ro rs• IURN srRIM1G cTHIM wm mwr.wc��'r SPRM&fER MAflICH F71 ,Sr,6• Y 271. - 014 LLtJ r ww nwc ru ,,, 0) o Model FlFR56 QREC Hew EC-8 Fig. 3 w Refer to escutcheon data table for dimensions. 10 FD PLANS W SUBMITTAL UIR�G PRIOR OCCURING Model F1 FR56 QREC Concealed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Approval Type: Quick Response Extended Coverage - Light Hazard Occupancy Technical Data: Nominal Thread Nominal Approval Sprinkler Orifice Size K-Factor Organizations Identification US Metric Number SIN 1�. Y2' 5.6 80 cULus RA2845 15mm Rt 2 Thread Ten RetinaMax. Ceiling Bulb Size Model Ten . Color Sprinkler Cover 'h" NPT F1FR 135'F 135°F 100°F Orange RY2 OREC 1 57'C 57°C 381c W NPT Ft FR 155OF 135'C 100°F Red Rlb QREC 68'C 570C 380C Table 3. Model F1 FR56 QREC Concealed Pendent Sprinklers Reaulred Min. Flow Rate/Pressure Flow Rate Pressure I Max. Enclosure Area Width x Length gpm (Um) psi (bar) tt.xft. mxm 26 (98.4) 21.6 (1,5) 16 x 16 (4.9 x 4.9) 33 (125.0) 34.7 (2,4) 18 x 18 (5.5 x 5.5) 40 151.4 51.0 35 20x 20111 6.0x 6.0111 (1) 135°F (57'C) Only 1' x r/r RIDUCINC 'fEE oR txeoW 2 5ACK 2 5/16' DA - HOLE NI WLhw CUP 1 / ' Aqx FACE OF RRINO i i Rl FACE OF CEAJNC � COUNO 1 � 1/2- WX COVEN AQ/IRIA/EN! 15/16- COVER PU1E — ASSEA/6LY 3 5/16' IXL SPRINXIER Ia' ADJUSTMENT mum, Fig. 4 Installation Aid: A protective cap is included for use during installation. Installation Quick response sprinkler are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Model F1 FR56 Recessed QREC Sprinklers are to be installed as shown. The Model F1, F2 or FP Escutcheons illustrated are the only recessed escutcheons to be used with the Model F1 FR56 QREC Sprinklers. The use of any other recessed escutcheon will void all approvals and ne- gate all warranties. When installing Model F1 FR56 QREC Sprinklers, use the Model D Sprinkler Wrench or Model W2 Sprinkler Wrench. When installing Model F1FR QREC Recessed Pendent or Recessed Sidewall Sprinklers, use the Model GFR2 Sprin- kler Wrench. Any other type of wrench may damage these 4. 1¢M -..- ---- 2 5/i6- — AbAx FACE OF F NO TO FACE ( �OµrCEILING GEEING 5/16' U".. COVER AOJU514ENI +- 3/4' LdvER PUI£— _ <ncuorY SPRINI6tR .. / 5/15' 3 5/16' OK ADJUMENT mm Fig. 5 LIAR 6 20 sprinklers.+' Model F1FR56 QREC Concealed Sprinklers use 135°F (57°C) or 155°F (68°C) Model F1 FR QREC Pendent Sprin- klers with a threaded Model CCP cup which is factory at- tached to the sprinkler. The assembly is completed by the installation of the attractive, low profile, 1350F (57°C) rated cover plate assembly. The cover plate and sprinkler cup are joined using a flexible tooth threaded engagement. A choice of two cover plate assemblies provides either 1/2" (13mm) or 5/8" (8mm) of cover adjustment. Do not install these sprinklers in ceilings which have pos- itive pressure in the space above. The sprinkler cup is factory attached to the Model F1FR56 QREC Sprinkler. A PTFE based thread sealant • Esyutcheon Da• should be applied to the sprinkler threads only. After a 21/e (67mm) inch diameter hole is cut in the ceil- ing, the sprinkler is easily installed with the Model RC1 Wrench. When installing a sprinkler, the protective cap is removed and the wrench is positioned into the sprin- kler/cup assembly until the two wrench faces engage the wrenching flats on the Model F1FR56 QREC Sprinkler. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER. The cover plate assembly is then pressed into the cup. Final adjustment is made by turning the cover plate until the skirt flange makes full contact With the ceiling surface. Cover plate removal requires turning 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 other con- cealed cover plate/cup assembly with the Model F1 FR56 QREC Pendent Sprinkler or the use of the Model CCP con- cealed cover plate assembly on any sprinkler with which it is not specifically listed may prevent good fire protection and will void all guarantees, warranties, listings and ap- provals. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. 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 wrenches 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 PROTECTORS. Maintenance The Models FlFR56 QREC and F1FR56 QREC Re- cessed Sprinklers should be inspected and maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Re- move dust by 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. 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. 5. Escutcheon „A" Face of Fitting Model Adjustment Dimension Ceiling Wall Dimension Max Recessed Ph" (38.1mm) n1 'he" -1°/m" F1 Min Recessed e.'19.tnm 5m-24mm Max Recessed 1'h" (3B.1mm) t11 she -" pe F2 Min Recessed 1" 25mm m 5m-17 FP Push -on/ Max Recessed the (11mm) 111i"(38.1mm) Thread -off Min Recessed I 16,e' 4mm 1° t't EC Pendent. n EC HSW. Temperature Rating Classification Sprinkler Temperature Maximum Ambient Tem re Bulb Color OF eC OF eC Ordinary 135 57 100 38 Orange Ordinary 155 68 1 100 38 Red Intermediate 175 79 150 66 Yellow Maximum Working Pressure 175 psi (12 bar) SIN RA2845 cULus listed for 250 psi (17 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finishes (1) Standard Finishes Sprinkler to Escutcheon Coverplate Bronze Brass Chrome Chrome Plated Chrome Plated White White & Black Polyester Coatedln White Painted Special Application Finishes Sprinkler to Escutcheon Coverplate Electroless Nickel Electroless PTFEM Nickel PTFE Bright Brass Bright Brass Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint Black Paint Off White Off White Off White Chrome Dull Chrome Dull Other colors and finishes are available on special order. Consult factory for details. in FM Approvals limited to Bronze, Bright Brass, Satin Chrome Plated, Black Plated and Polyester Coated. M cULus Listed Corrosion Resistant Sprinkler. Note: Paint or any other coating applied over the factory finish will void approvals and warranties. Ordering Information M Specify: ' 4? 1. Sprinkler Model: FlFR56QREOV.- is?O1e 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Sprinkler Thread Type: [1h" NPT] [ISO 7-1 R1/z] 6. Escutcheon Finish (where applicable) 7. Coverplate Finish (where applicable) 8. Coverplate Finish (where aplicable) 9. Coverplate Adjustment 10. Coverplate Thread Size 11. Coverplate Temperature Rating Note: When Model FlFR56 QREC Recessed sprinklers are ordered, the sprinklers, escutcheons and coverplates are packaged separately. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and druu'rtWs • Control valve seals • Air maintenance devices • Air compressors *p • 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) - Sales Offices Paper Rellabi� 84 (800) 848-6051 6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablespri nkleccom Internet Address EG. Printed in U.S.A. 03/17 P/N999997039a GLbEIE FIRE SPRINKLER CORPORATION 4077 Airpark Dr. Standish, MI 48658 •989-846-4583 • w .globesprinkler.com Technical Support • 989-414-2600 • techservice@globesprinkler.com MODEL UMC UNIVERSAL MANIFOLD CHECK ASSEMBLY (With or Without Control Valve) 1%", 1%", 2", 2%", 76.1mm, 3", 4", 6", 165.1mm, 8" GENERAL DESCRIPTION The Globe Series "UMC" Universal Manifold Check is a first of its kind, UL Listed and FM Approved, complete floor con- trol station or shotgun riser assembly. It is pressure rated for 300 psi (20,6 bar). It provides the most compact "footprint" while delivering all of the necessary components for your floor control station as required by the NFPA Standards. With its multiple available configurations, it allows the con- tractor to order the suitable configuration for the site spe- cific needs. The "UMC" Universal Manifold Check is more than just a traditional stand-alone manifold. It serves as a complete floor control station as well as a complete shot- gun riser assembly inclusive of Control Valve; Check Valve; Flow Switch; Test and Drain Assembly; Adjustable Pressure Relief Valve Assembly pre -piped to drain; supply gauge (4", 6" and 8") and system gauge (1 1/4" through 8"). The "UMC" Universal Manifold Check replaces the need to order indi- vidual "Riser Manifolds" plus control valves, check valves, and relief valve kits as all of these components are inte- grated into the one compact design, saving space as well as the labor to connect these separate components. For sizes 3" and smaller, an 18" long stainless steel braided flexible hose is included with the UMC for connecting the Test and Drain valve to a drain stack. The design takes into account both "left-hand" and "right-hand" orientations. (8" version available preassembled in right-hand orientation only) FLOOR CONTROL ASSEMBLY The UMC may be utilized to meet the NFPA 13 require- ments for Floor Control Valve Assemblies where there are multistory buildings exceeding two stories in height requir- ing zoning by floor or whenever separate control and floor zoning is specified. The UMC has been engineered with space savings in mind for those commonly installed appli- cations in stairwell landings and small alcoves. All UMC assemblies include the NFPA 13 required Listed Pressure Relief Valve which is pre -piped to drain. The relief valve is preset for 175 psi and is adjustable to 310 psi for high pres- sure system conditions. In addition to the relief valve, the UMC is equipped with a Test and Drain Valve. The Test and Drain Valve contains a test orifice of K2.8 so that it may be utilized for flow testing any system with sprinklers having K- Factors of 2.8 or larger. Note: NFPA 13 requires that a test connection providing a flow rate equal to or less than one sprinkler of a type having the smallest orifice on the system is to be provided. A pressure gauge is provided above the check valve clapper for sizes 1'/4" through 3" to meet the gauge requirement per NFPA 13 for Floor Control Assemblies. Typically the supply side gauge is not required for multistory buildings with floor control stations as a system gauge would be on the main feed/riser but all Model UMC Manifold Check Valves are equipped with a 1/4" (DN 8) port below the clapper to ac- JAN 2018 GF MODEL UMC UNIVERSAL MANIFOLD CHECKASSEMBLY commodate a second gauge if desired. SHOTGUN RISER ASSEMBLY "Shotgun Riser Assemblies" are those assemblies which are typically installed in vertical orientations on individual sys- tem Risers. The Globe "Shotgun" Riser Manifold Assembly is available in 4 inch (DN 100), 6 inch (DN 150), and 8 inch (DN 200) sizes and is equipped with a control valve; check valve; flow switch; test and drain valve with NFPA required pressure relief valve; 2 gauges (system and supply). Sizes 4 inch (DN 100). 6 inch (DN 150), and 8 inch (DN 200) are equipped with a pressure gauge on both system side and supply side of the check valve clapper. TECHNICAL DATA Approvals MAR 16 2018 • cULus • FM j Maximum System Working Pressure • 300 psi (20.6 Bar) End Connections • See Table A Materials of Construction • See Figure 1 *Multiple Patents Pending V-120 Page 1 of 11 0 SECTION A -A 2 ITEM NO. DESCRIPTION MATERIAL 1 UMC VALVE BODY DUCTILE IRON 2 RECESSED HEX PLUG STAINLESS STEEL 3 FLOW SWITCH SEE FLOW SWITCH TECHNICAL LITERATURE 4 RIGID COUPLING SEE COUPLING TECHNICAL LITERATURE 5 BUTTERFLY CONTROL VALVE SEE BUTTERFLY CONTROL VALVE TECHNICAL LITERATURE 6 PRESSURE GAUGE PLASTIC 7 THREEWAY VALVE BRONZE S I UMC COVER PLATE DUCTILE IRON 9 BOLT STAINLESS STEEL 10 FLOW SWITCH ADAPTER DUCTILE IRON 11 MODEL UTD TESTAND DRAIN SEE GLOBE TECHNICAL DATASHEET GFV570 12 MODEL ARV ADJUSTABLE RELIEF VALVE SEE GLOBE TECHNICAL DATASHEET GFV575 13 FLOW SWITCH PLUG DUCTILE IRON 14 UMC VALVE CLAPPER STAINLESS STEEL 15 UMC VALVE CLAPPER RETAINING BOLT STAINLESS STEEL 16 UMC VALVE CLAPPER RETAINING NUT STAINLESS STEEL 17 UMV VALVE HINGE PIN STAINLESS STEEL 18 CLAPPER FACING RETAINING RING STAINLESS STEEL 19 CLAPPER FACING EDPM 20 FLOW SWITCH PLUG BOLT STAINLESS STEEL 21 CLAPPER SPRING STAINLESS STEEL NOTE: • 4" (131,1100) shown as reference • See ordering procedure for replacement part kits and Table Athrough G for part numbers for all sizes and configurations • Flow switch related 90 degrees on 1-1/4'through 2 1/2' saes FIGURE 1: MODEL UMC MANIFOLD CHECK ASSEMBLY MATERIALS OF CONSTRUCTION JAN 2018 GFV-120 Page 2 of 11 MODEL UMC?ANIFOL'D CHECK AVE ASSEMBLY LEFT HANDED VS RIGHT HANDED Both the shotgun riser assembly and the floor control station assembly are available as left handed or right handed assembly. The determining factor of the left handed vs right handed is the position of the Model UTD Test and Drain. While looking at the faceplate with the Model UMC valve in the vertical orientation and flow upward (shotgun riser orientation), the posi- tion of the Model UTD Test and Drain determines the "Hand" of the valve. If the Model UTD Test and Drain is connected to the port on the right side of the valve body, it is Considered a right handed assembly. If the Model UTD Test and Drain is connected to the port on the left side of the Model UMC valve the assembly is considered left handed. TESSSEMBLYRAND AIN iUMC BODY TEST ASSEMBLY L MIRRORED PORTS FOR ALTERNATE TEST AND DRAIN LOCATIONS NOTE: SUPPLY GAUGE o NOTE: SUPPLY GAUGE NOT INCLUDED ON 3" NOT INCLUDED ON 3" ASSEMBLY ASSEMBLY WYBUTTERFLY VALVE BAR 1 6 FLOW FLOW HANDED ASSEMBLY RIGHT HANDED ASSEMBL CONFIGURATION REPRESENTATIVE OF SIZES 3" THROUGH 8" (8" version available preasssembled right-hand only) MIRRORED - - -14 .EFT HANDED ASSEMBLY RIGHT HANDED ASSEMBL CONFIGURATION REPRESENTATIVE OF SIZES 1 1/4" THROUGH 2 1/2" FIGURE 2: MODEL UMC MANIFOLD CHECK VALVE ASSEMBLY LEFT HANDED VS RIGHT HANDED JAN 2018 GFV-120 Page 3 of 11 TABLE A: 1 1/4" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SHIPPING SIZE R-RIGHT CONTROL VALVE END TEST AND PART NUMBER WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 11/4" R GL300T MXFTHREADED 1" 317800-R-B-H 24.0 (10.9) 1 1/4" R NONE MXFTHREADED 1" 317800-R-H 19.0 (8.6) 11/4" L GL300T MXFTHREADED 1" 317800-L-B-H 24.0 (10.9) 11/4" 1 L NONE MXFTHREADED 1" 317800-L-H 19.0 (8.6) 1 1/4" R NONE GXG 1" 317843-R-H 10(8.6) 11/4" L NONE GXG 1" 317843-L-H 19.0 (8.6) TABLE B: 1 1/2" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SHIPPING SIZE CONTROL END TESTAND PART NUMBER WEIGHTS R-RIGHT VALVE CONNECTIONS DRAIN SIZE LBS. (kg) L-LEFT 1 112" R GL300T MXFTHREADED 1" 317803-R-B-H 24.0 (10.9) 11/2" R NONE MXFTHREADED 1" 317803-R-H 18.3 (8.3) 1 1/2" L GL300T MXFTHREADED 1" 317803-L-B-H 24.0 (10.9) 11/2" L NONE MXFTHREADED 1" 317803-L-H 18.3 (8.3) 11/2" R NONE GXG 1" 317844-R-H 18.3 (8.3) 11/2" L NONE GXG 1" 317844-L-H 18.3 (8.3) TABLE C: 2" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SHIPPING SIZE R-RIGHT CONTROL VALVE END TEST AND PART NUMBER WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 2" R GL30OG GXG 1" 317806-R-B-II 26.0 (11.8) 2" R NONE GXG 1" 317806-R-H 19.2 (8.7) 2" L GL30OG GXG 1" 317806-L-B-H 26.0 (11.8) 2" L NONE GXG 1" 317806-L-H 19.2 (8.7) TABLE D: 2 1/2" (DN65) / 76.14 MM MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODELUTD APPROXIMATE SIZE R-RIGHT CONTROL VALVE END TEST AND PART NUMBER SHIPPING WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 21/2" R GL30OG GXG 11/4" 317809-R-B-H 31.0 (14.1) 21/2" R NONE GXG 11/4" 317809-R-H 23.5 (10.7) 21/2" L GL30OG GXG 11/4" 317809-L-B-H 31.0 (14.1) 21/2" L NONE GXG 11/4" 317809-L-H 1 23.5 76.1 mm R GLR30OG GXG 1 1/4" 317809-D-R-B-H 31.0 (14.1) 76.1 mm R NONE GXG 1 1/4" 317809-D-R-H 23.5 (10.7) 76.1 mm L G300G LR GXG 1 1/4' 31 7809-D-L-B-H 31.0 (14.1) 76.1 mm L NONE GXG 1 1/4" 317809-D-L-H 23.5 (10.7) JAN 2018 GFV-120 Page 4 of 11 TABLE E: 3" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SHIPPING SIZE R-RIGHT CONTROL VALVE END TESTAND PART NUMBER WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 3" R GLR30OG GXG 11/4" 317812-R-B-H 59.0 (26.8) 3" R NONE GXG 11/4" 317812-R-H 35.4 (16.1) 3" L GLR30OG GXG 1 1/4" 317812-L-B-H 59.0 (26.8) 3" L NONE GXG 11/4" 317812-L-H 35.4 (16.1) TABLE F: 4" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SHIPPING SIZE R-RIGHT CONTROL VALVE END TESTAND PART NUMBER WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 4" R GLR30OG GXG 2" 317817-R-B 87.5 (39.7) 4" R NONE GXG 2" 317817-R 58.9 (26.7) 4" L GLR30OG GXG 2" 317817-L-B 87.5 (39.7) 4" L NONE GXG 2" 317817-L 58.9 (26.7) TABLE G: 6" (DN150) / 165.1 MM MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SHIPPING SIZE RIGHT CONTROL VALVE END TEST AND PART NUMBER WEIGHTS L•LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 6" R GLR30OG GXG 2" 317818-R-B 124.5 (56.5) 6" R NONE GXG 2" 317818-R 80.0 (36.3) 6" L GLR30OG GXG 2" 317818-L-B 124.5 (56.5) 6" L NONE GXG 2" 317818-L 1 80.0 (36.3) 165.1 mm R GLR30OG GXG 2" 317818-D-R-B 124.5 (56.5) 165.1 mm R NONE GXG 2" 317818-D-R 80.0 (36.3) 165.1 mm L GLR30OG GXG 2" 317818-D-L-B 124.5 (56.5) 165.1 mm L NONE GXG 2" 317818-D-L 80.0 (36.3) TABLE H: 8" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE CONTROL END TESTAND PART NUMBER WEIGHTS R-RIGHT VALVE CONNECTIONS DRAIN SIZE LBS. (kg) L-LEFT 8" R GLR30OG GXG 2" 317890-R-B 177.8 (80.6) 8" R NONE GXG 2" 317890-R 115.7 (52.5) MAR 16 2018 JAN 2018 GFV-120 Page 5 of 11 FLOW RATE -LPM 200 300 400 500 600 700800 1000 2000 3000 5000 7000 10000 7.00 6.00 5.00 4.00 N o_ 3.00 1n w O J w zoo o: U) m w w o: a 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 K Q m 0.20 0 0 O J W m n oao w 0.09 a 0.08 0.07 0.06 0.05 0.04 40 50 60 70 80 90100 200 300 400 500 600 800 1000 2000 3000 4000,MAR '. FLOW RATE - GPM MA 8 201 UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe - -� • 11/4' = 6 feet • 2%" = 14 feet • 6" = 30 feet • 1 %" = 9 feet • 3" = 11 feet • 8" = 23 feet • 2" = 8 feet • 4" = 14 feet FIGURE 3: MODEL UMC MANIFOLD CHECK (WITHOUT BFV) FRICTION LOSS CURVES V/41 TO 8" FLOW RATE - LPM 200 300 400 500 600700800 1000 2000 3000 5000 7000 10000 zoo 6.00 5.00 4.00 a_ 3.00 N 0 O J W 2.00 w 7 N w w K a 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 0.20 Qf Q m N fn O J W lA 0.10 0.0909 tl W a. 0.08 0.07 0.06,NS 005 »11TTI1Al 0.04 ;PRIOR 40 50 60 70 80 90100 200 300 400 500 600 800 1000 2000 3000 4000 `iri U FLOW RATE - GPM UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe • 11/4" = 8 feet • 21/2' = 22 feet • 6" = 38 feet • 1 Yz" = 11 feel • 3" = 17.5 feet • 8" = 27 feet • 2" = 12 feet • 4" = 18.5 feet FIGURE 4: MODEL UMC MANIFOLD CHECK (WITH BFV) ASSEMBLY FRICTION LOSS CURVES 11/4' TO 8'1 JAN 2018 GFV-120 Page 6 of 11 TABLE is MODEL UMC AND BUTTERFLY VALVE END TO END DIMENSIONS End to End Dimension End to End Dimension With Globe Butterfly Control Valve Without Butterfly Control Globe Butterfly Control End to End Dimension Size Valve Valve inches inches inches (mm) (mm) (mm) 11/4" 10.75 12.89 2.64 MT x FT (273) (327) (67.9) 11/2" 10.75 13.12 2.87 MT x FT (273) (333) (73) 2" 10 14.49 4.49 G x G (254) (368) (114) 21/2" 10.63 15.12 4.49 G x G (270) (384) (114) 65 mm 10.63 15.12 4.49 G x G (270) (384) (114) 3" 12.75 16.55 3.8 G x G (324) (420) (96.4) 4" 14.63 19.13 4.5 G x G (371) (486) (115.4) 6' 17.44 22.64 5.2 G x G (443) (575) (132.4) 150 mm 17.44 22.64 5.2 G x G (443) (575) (132.4) 8" 24.0 30.0 5.8 G x G (609.6) (762) (147.3) M IR 16 A B C D E F G H 1 SIZE Inches Inches Inches Inches Inches Inches Inches Inches Inches (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) 1 114" TXT 3.1 (79) 6.2 (157) 8.4 (214) 6 (150) 6.7 (170) 13 (328) 2 (50) 10.7 (272) 9.5 (241) 1 1/4" GXG 3.1 (79) 6.2 (157) 8.4 (214) 6 (150) 6.7 (170) 11.9 (301) 2 (50) 11.4 (290) _ 1 1/2" TXT 3.1 (79) 6.2 (157) 8.4 (214) 6 (150) 6.7 (170) 13 (328) 2 (50) 10.7 (272) 9.5 (241) 1 1/2" GXG 3.1 (79) 6.2 (157) 8.4 (214) 6 (150) 6.7 (170) 11.9 (301) 2 (50) 11.4 (290) 2" 3.9 5.4 7.6 6 6.8 11.9 2.1 10 _ (99) (136) (193) (150) (173) (301) (53) (254) 2 1/2" 3.3 6.7 9.2 6.2 7.2 12.3 2.3 10.6 _ (84) (171) (233) (157) (182) (312) (58) (269) 76.1 mm 3.3 (84) 6.7 (171) 9.2 (233) 6.2 (157) 7.2 (182) 12.3 (312) 2.3 (58) 10.6 (269) _ FIGURE 5: MODEL UMC ASSEMBLY WITHOUT BFV DIMENSIONAL DRAWING FOR SIZES 1 1/4" TO 2 1/2" JAN 2018 GFV-120 Page 7 of 11 SIZE.'', inches, ,Inches ' inches*- ,Inches^, -inches .inches' mche3 .inchee','� Imm). ; .. : • (mm) (mm). ; (mm) .. ' : (mm); , (mm) (mm)'-: _ ; (mm)_ 3„ 6.5 - 6.9 9.4 _ 6.4 16 2.4 12.7 (165) (176) (238) (161) (406) (61) (324) 4„ 7 8.3 11.2 5.6 7 17.7 3 14.6 (177) (210) (284) (143) (178) (449) (76) (371) 6„ 8 9.5 12.4 6.4 7.9 19.9 3.9 17.5 (203) (241) (315) (163) (201) (504) (99) (444) 165.1 mm 8 (203) 9.5 (241) 12.4 (315) 6.4 (163) 7.9 (201) 19.9 (504) 3.9 (99) 17.5 (444) 8„ 9 11.5 14.5 8 9 22.3 5 24 (229) (292) (368) (203) (229) (566) - (127) (609.6) FIGURE 6: MODEL UMC ASSEMBLY WITHOUT BFV DIMENSIONAL DRAWING FOR SIZES 3" TO 8" UTY MAR 16 2018 r IF THIS APPAOVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURING JAN 2018 GFV-120 Page 8 of 11 FLOW SW/TA REQUIREMEIVTS* The Model UMC Floor Control/ Shotgun Riser assembly is in the replacement parts section of the technical literature. sold inclusive of a Potter VSR flow switch. The flow switch The Potter VSR Flow switch includes 2 sets of switches, utilizes exactly the same electrical and switch components one set can be used to activate the central fire alarm system as the Potter VSR flow switch but includes an adapter which while the other set can be utilized to activate a local alarm (if attaches directly to the Model UMC Manifold Check as- necessary). See figure 7 for a typical wiring diagram for the sembly. This adapter has been tested as part of the UMC Model VSR Flow switch. assembly to ensure the hydrostatic strength as well as the Note: For more information on the flow switch see www.pottersignaLcom. placement and sensitivity of the paddle is within the criteria set forth by UL and FM. The part number for the flow switch assembly can be found WME NUT LC wlE NN! RM PR GR At1D19LPN1 ADONE5S4BLE AL AY UN=Tm M LE NEU NY G WN11E NMITE BIACK a RwEmon 9k p{ Cf + -+ MAR 16 2018 0 0 _ 0 FIGURE 7: MODEL VSR-M FLOW SWITCH TYPICAL WIRING DIAGRAM FIRE ALARM CONTROL PANEL COMMON (WHITE) I S-1 I COMMON (WHITE) END OF LINE SUPERVISORY YELLOW YELLOW RESISTOR CIRCUIT GREEN I OPERATOR CASE CONTACT RATINGS: I ORANGE GROUND 16A 125V/250 VAC GEAR OPERATOR) II S-2 COMMON (BLACK) BLUE y0L7AGE AUX. DEVICE SOURCE ___ _ _ (BELL/HORN) VALVE WIRING SHOWN WITH VALVE IN OPEN POSITION FIGURE &TYPICAL BUTTERFLY VALVE WIRING DIAGRAM JAN 2018 GFV-120 Page 9 of 11 INSTALLATION AND MAINTENANCE ' INSTALLATION The Model UMC Floor Control/ Shotgun Riser assembly is sold as a complete unit, assembled and shipped in a single box. The Model UMC Manifold Check Valve must be installed in an accessible and visible location, which is maintained at or above a minimum temperature of 40OF (4eC). The UMC may be installed in the horizontal or vertical (flow upward) orientation. All valves must be installed in accordance with the appropri- ate installation standard (i.e. NFPA 13 or other). All electri- cal connections must be made per the applicable installation standard and/or the National Electric Code (i.e. NFPA 70, NFPA 72 or other). Proper hydrostatic test procedure must be followed per NFPA 13. Note: It is not necessary to remove the ARV Relief Valve prior to system hydrostatic test. The Adjustable ARV may simply be temporarily adjusted to a pressure above the test pressure during the hydrostatic test. Be sure to re- turn the ARV Relief Valve to it's normal setting after the completion of the hydrostatic test. MODEL ARV RELIEF VALVE SETTING PROCEDURE The Globe 1/2 inch Model ARV, 300 psi Adjustable Pressure Relief Valve, is factory set to relieve at a pressure of ap- proximately 175 psi (12 bar). The Pressure Relief Valve may be reset to a higher pres- sure; however, it must be reset to relieve at a pressure which is in accordance with the requirements of the author- ity having jurisdiction, typically nominal 10 psi (.7 bar) above the expected normal system pressure. To reset the Model ARV pressure relief valve, use an ad- justable crescent wrench, to turn the hex cap clockwise for a higher pressure setting or counter -clockwise for a lower pressure setting. Use the calibrated lines on the stem for an approximate relief pressure setting. 1 full turn of the hex cap will result in approximately 25 psi increase or decrease. To verify the new setting, isolate the Model ARV relief valve and use a small hydrostatic pump attached to the supply. Increase the pressure at the relief valve to 10 psi above the expected normal system pressure. Readjust the ARV as needed to maintain a 10 psi higher relief setting. TESTING Reference NFPA 25, Standard for the Inspection, Testing and Maintenance of Water -Based Fire Protection Systems. Before proceeding with any tests involving water flow, the following precautions need to be taken: STEP 1. Check the location where the test connection discharges to make sure that all is clear and that there is no possibility of the water flow causing damage or injury. STEP 2. Check the end of the test connection to make sure that it is unobstructed. To achieve a satis- factory test, there must be an unrestricted flow of water when the test valve is wide open. STEP 3. Check for alarm connections to a central sta- tion or fire department. If such connections are found, give proper notice to the signal receiving station before proceeding with the test. Note: A main drain test may also operate local fire alarms unless they are tem- porarily disabled. The owner is responsible for the Inspection, Testing and Maintenance of their fire protection system. System inspection, testing and maintenance shall be per- formed in accordance with this section as well as NFPA 25 or other applicable Standard to insure the integrity of the entire system, including alarm functions as well as other system components. Any impairments must be immediately corrected. Before closing a system main control valve for maintenance work on the fire protection system, obtain permission to shut down the affected fire protection system from the proper au- thorities and notify all personnel who may be affected. Note: All valves should be carefully inspected, tested, and maintained in accordance with NFPA 25 or other applicable Standard. It is important to ensure a clean water supply free of debris and solid particles such as sand, gravel, or mud. If, during an inspection of a water control valve, sediment or free particles of matter are noted, a further examination of internal valve parts is necessary. All deposits should be removed from all operating parts and ports. Where difficulty in performance is experienced, the manu- facturer or its authorized representative shall be contacted before any field adjustment is to be made. UMC Clapper Facing. The rubber clapper facing should be checked for wear or damage and to determine that it is free of dirt and other foreign substances. If found to be worn or damaged (e.g., foreign matter embedded in the surface; cut or torn facing), the facing should be replaced. If it is dirty, it should be cleaned. Compounds which could damage the rubber facing must never be used. Should clapper facing replacement become necessary, the following steps should be performed; Note: Before performing the following steps, insure that the system has been depressurized and drained. Clapper Removal STEP 1. Remove handhole cover. STEP 2. Remove hinge pin plugs from front and back of UMC. STEP 3. Using allen wrench, push hinge pin from back of UMC towards front. STEP 4. Once hinge pin is accessible, carefully grab with pliers or similar to pull hinge pin out of body. Note: Care must be taken to confine clapper spring while extracting hinge pin from body. Spring is under tension around hinge pin. It is also recommended to cover drain port to minimize the possibility of spring inadvertently dropping into drain piping. STEP 5. Carefully remove clapper assembly from UMC. Clapper Replacement. When replacing clapper, be sure clapper spring has been properly positioned around hinge pin such that tension is applied to the clapper by the spring. Seat Ring. The seat ring should be checked for nicks and for stones, dirt or other foreign matter. It should be cleaned thoroughly. If the seat ring is found to be damaged, UMC should be replaced. MAR 16 2018 JAN 2018 GFV-120 Page 10 of 11 Water i low Switch SR-M . is no maintenance re- quired, only periodic testing an*spection. Stiould switch MODEL ARVINIEF VALVE be found to be malfunctioning, refer to Potter Signal Techni- ` (SEE GFV-575 for more Information) cal Literature for guidance. 'Specify: MODELARV 1/2"ADO RELIEF VALVE PN. Model ARV Adjustable Relief Valve. Valve is not field ser- viceable. If inadvertent leakage is observed, first test the pressure setting utilizing the procedure outlined in the ARV Relief Valve Setting Procedure. If valve does not respond to field adjustments, valve shall be replaced. Note: Visual calibration limes on valve ere used for approximate ad/ustment Verily pressure setting wM pressure gauge. Model UTD Universal Test & Drain Valve: The Globe Model UTD Universal Test and Drain Valve does not require any regularly scheduled maintenance. The UTD is not field serviceable. Model ARV Care and Maintenance ORDERING INFORMATION MODEL UMC UNIVERSAL MANIFOLD CHECK VALVE ASSEMBLY Specify: MODEL UMC MANIFOLD CHECK VALVE ASSEMBLY,SIZE 1 1/4", 1 1/2", 2", 2 1/2", 76.1 mm, 3", 4", 6", 165.1 mm, 8") PN (see Part Number in Table A-G) REPLACEMENT PARTS MODEL UMC UNIVERSAL MANIFOLD CHECK VALVE REPLACEMENT PARTS/KITS VSR FLOW SWITCH with ADAPTER SIZE PART NUMBER 1 1/4"-2" ........................... 91144802-A 2 1/2".............:.................91144825-A 3................................... 91144803-A 4................................... 91144804-A 6................................... 91144806-A 8"..:............................... 91144808-A MODEL UTD TEST AND DRAIN (SEE GFV-570 for more Information) Specify: MODEL UTD TEST AND DRAIN WITH RELIEF VALV ,SIZE (1", 1 1/4", or 2") PN: SIZE PART NUMBER 1" (DN25) .........................311729 1 1/4"(DN32) .......................... 311730 2"(DN50) .........................311731 Specify: MODEL UTD TEST AND DRAIN,SIZE (1", 1 1/4", or 2") PN: SIZE PART NUMBER . 1"(DN25)............................311704 1 1/4"(DN32) ......................... 312368 2"(DN50)............................ 311708 ....................................317900 Note: 300 psi (20.6 Bars) Pressure Gauges Standard (600 psi (41.2 Bars) Ordered Separately PN.. . ................................... 300121-D GLOBe PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). IF THE "APPOVED PLANS ARE MODIFIED, A NEW SUOMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURING 4077 Airpark Dr. Technical Support Standish, MI 48658 1-800-248 0278 www.globesprinkler.com =�yy Ph.989-846-4583 techservice@globesprinkler.com M JAN 2018 GFV-120 Page 11 of 11 Model F1 FR 56 Sprinkler Types Standard. Upright Standard Pendent Conventional Model F1 FR 56 Recessed Sprinkler Types Standard PendenVF11F21FP Model F1 FR 56 Concealed Sprinkler Types Standard Pendent Listing & Approvals 1. Underwriters Laboratories Inc. and Certified for Canada (cULus). 2. Factory Mutual Approvals (FM) - Light Hazard - No Limitations - Ordinary Hazard - Group 1 & 2, wet systems only. 3. Loss Prevention Council (LPCB, UK) 4. VdS Schadenverh0tung GmbH UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Product Description Reliable Models F1FR Series Sprinklers are quick re- sponse sprinklers which combine the durability of a stan- dard sprinkler with the attractive low profile of a decora- tive sprinkler. The Models F1 FR Series Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers 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 Series sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a pre- cisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. The balance of parts are made of brass, copper and be- ryllium nickel. At normal temperatures, the glass bulb contains the flu- id 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 liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflec- tor to distribute the discharging water. Bulletin 014 Rev. C Model F1 FR Series Quick Response Standard Spray Conventional Pendent PendenVF1(F2 VI Ik 4 - Recesse^1 Concealed Pendent � 1 MAR 16 202 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, deflec- tor style and sprinkler type are in accordance with the lat- est published standards of the National Fire Protection As- sociation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. W CD 0 1 W The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 1 FR Quick Resp�se Upright, Pendent & Conventi•l Sprinklers (ion Wrench: Model D SprinkleKench ,ation Data: Nominal Orifice Thread Size Nominal K Factor Sprinkler Height Approval Organization Sprinkler Identification Number (SIN) US Metric Upright Pendent Standard -Upright (SSU) and pendent Deflectors Marked to Indicate Position 1h" (15mm) 'h" NPT(R1h) 5.6 1 80 1 2.25" (57mm) 1 1, 2, 3, 4 RA1425 )1) RA1414 (l)ca Conventional -Install in Upright or Pendent Position 15mm(1) h" NPT(R'h) 5.6 1 80 1 57mm 1 3,4 RA1475 ") cULus listed corrosion resistant (Polyester coated) sprinkler. la Polyester coated FM approved sprinkler. Upright Pendent Model F1 FR 56 Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Conventional Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number (SIN) US Metric 'h" (15mm) Y2- NPT(R'h) 5.6 80 2.25" (57mm) RA1414 )') Refer to escutcheon data table for approvals and dimensions. �n) ,-, "2-xw.reR 1". (,4 f 7I [72M' 1 OIHC01 (1) P6FF Rl fl ! Fl 6CV/OEW O,]A AHE {M A4'%MW.S M19 pYEMSMIS Model F1 FR 56/F1 or F2 MAR 16 2018 2 -1 NO/f LERB.4' 2 51W (Xt [Se 7-1 CUP r- a 1'11/2-Rfd M L J CFAIUC FAX CF RMR TO iACE CF CeUNC pNERSI av 1 } AlUUSIMfNT A olow (1) REFFF TO FP ERVRYECN MG rA FOP /PPMJI'NS A40 pYEItYJNS. Model FlFR 56/FP 2. Model F1FR Quick R1ponse Concealed Pgndent Sprinkrrs Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice "K" Ft1i Model Temp. Rating Max. Ambi ent Temp p Bulb Color Approvals Sprinkler Identification Number(SIN) US Sprinkler Cover '/2" (15mm) 5.6 F1FR 135°F/57°C 135°F/570C 100°F/380C Orange 1 RA1414 '/z" (15mm) 5.6 F1FR 155OF/68°C 135°F/57°C 100°F/38°C Red 1,40) RA1414 W (15mm) 5.6 F1FR 175°F/790C 165°F/74°C 100°F/38°C Yellow 1 RA1414 1/z"(15mm) 5.6 F1 FR 200°F/93°C 165°F/74°C 100°F/38°C Green 1 RA1414 L11 For VdS only = 155117/680C Norbulb and 1/2" It 2,7mm] adjustment. 1" K 1/2" REDUCING TEE OR ELBOW 2 5/B" OA 2 5/16" DA — HOLE IN CEILING CUP 2" NAX. FACE OF F?ONC TO FACE OF CEILING DAWENS/ON wNc 1VER MAX. -J -J, / 15/16" COVER AONb9M£NT �/ Jam.-�// COVER PLATE — ASSEMBLY J 5/16" DA. SPRINKLER —J 112" ADJUSTMENT nna" Figure 1 Installation Aid A protective cap is included for use during installation. impQrtent: The F1 FR 56 Sprinkler with Model CCP cover plate is not an FM Approved combination. Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed. The Model F1FR 56 Recessed Quick Response Sprin- klers are to be installed as shown. The Model F1 or F2 Es- cutcheons illustrated are the only recessed escutcheons to be used with the Model F1FR 56 Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model F1FR 56 Sprinklers, use the Model D Sprinkler Wrench. Use the Model GFR2 Wrench for installing F1 FR 56 Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. NOTE: A leak tight Y2" 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 recommended torque. It may cause leakage or impairment of the sprin- klers. The Model F1 FR 56/ CCP Concealed Sprinkler uses the Yz" orifice, '/2" NPT (1`11/2), 135°F (57C), 155°F (68°C), 175°F (79°C) or 200°F (93°C) Model F1FR 56 Pendent I' v 1/2' REDUCING TEE OR ELBOW 2 5/6" OLL 2 5/I6' OLA —f CUP 1 1/2" MAX. FACE OF F/TONG $� $$ TO FACE OF CEILING O/M lON CEILING 37 5/16" MAX. 3/4" COVER ALuuswM _ COVER PULE — ASSEMBLY J 5/16" OA SPRINK(ER� 5116" ADJUSTMENT m.a Figure 2 MAR 16 2018 Sprinkler with a threaded Model CCP cup whichis fac- tory attached to the sprinkler. The assembly is complet- ed by the installation of the attractive, low profile, 135°F (57°C) or 165°F (74°C) rated Model CCP push on cover plate assembly. The cover plate and sprinkler cup as- semblies are joined using a cover plate skirt with flexible tabs for threaded engagement. A choice of two cover plate assemblies provide either 1'A" (13mm) or 6/,6" (8mm) of cover adjustment. Do not install these sprinklers in ceiling which have positive pressure in the space above. After a 25/a" (67mm) diameter hole is cut in the ceil- ing, the sprinkler is easily installed with the Model RC1 Wrench. A Teflon` based thread sealant should be applied to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER. The cover plate is then pushed 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 in the counter clockwise direction. 3. n After installation, inspect all sprinklers tojensure 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 impedi- ment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any other con- cealed cover plate/cup assembly with the Model F1FR 56 Pendent Sprinkler or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. 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 Terature m Max. Ambient Temp.Bulb Color aC OF Ordinary 57 135 100-F(38°C) Orange Ordinary 68 155 100°F (38°C) Red Intermediate 79 175 150°F (66°C) Yellow Intermediate 93 200 150-F(66°C) Green High (1) 141 286 225°F 107°C Blue (1) Not available for recessed sprinklers. Escutcheon Data rt oll Approvals toCennenor YYat Dlmereion Max Recess 11h'(381mm) 3ho"-1511e F1 1,3,4 Min Recess 31 19.1mm 5nm-24mm Max Recess II&(36.tmm) 3he-111W F2 1, 2, 3.4. MnRecess 1 25mm 5mm-17mm FPPushory Max Recessed 7h6"(11mm) 111i"(3&1mm) Thread-olf 14 Min Recessed 1518 24mm 1" 25.4nin Maintenance The Models F1FR 56 and F1FR 56 Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other clean- ing fluids. Remove dust by using a soft brush or gentle vacuuming. Remove 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 re- placement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to minimize the potential for dam- age to sprinklers that would cause improper operation or non -operation. Sprinkler Types Standard Upright Standard Pendent Conventional Recessed Pendent Finishes (t) Standard Finishes Sprinkler Escutcheon I Cover plate Bronze Brass Chrome Plated Chrome Chrome White Polyester Plated White Coated 14x51 White Painted SDeciat ADDlication Finishes S rinkler I Escutcheon over plate Bright Brass (3) Bright Brass Bright Brass Black Plated Black Plated Satin Black Paint (2) Black Paint Off White Off White 121 Off White Black Paint Satin Chrome Satin Chrome Black Plated 11) Other finishes and colors are available on special order. Consult the factory for details. 0 cULus Listed only. (3) 200°F (93°C) maximum. (a) cULus listed "corrosion resistance" applies to SIN Numbers RA1425 (Upright) and RA1414 (Pendent). P FM Approvals finish as 'Polyester coated' applies to SIN Number RA1414 (Pendent). Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type MAR 16 2018 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish p� 7. Escutcheon Type (w pflbff} '`' B. Escutcheon Finish pl cable) 9. Cover plate Model 10. Cover plate Thread size 11. Cover plate Temperature 12. Cover plate Adjustment 13. Cover plate Finish Note: When Model F1FR 56 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. Productsmsnufactured and distributed by Reliable have been protecting fife and property for over 80 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 O (800) 431-Sales Offices Paper (800) 848-6051 6051 Sales Fax Revision lines indicate updated a new data. Reliabi� (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed In U.S.A 12M PM 9999970300 The Concealer" UL Quick Response MAR 1 6 2018 FM Standard Response Concealed Sprinkler With a %" (13mm) or 1/" (38mm) Adjustment Features 1. Push-on/Thread-off cover plate attachment with y" (13mm) assembly adjustment. 2. Smooth aesthetic ceiling profile. 3. Factory installed protective cap. 4. Available in brass, chrome or black plated and white painted finishes. 5.Ordinary temperature rating. Approvals & Listings 1. Underwriters Labortories, Inc. (UL} Quick Response 2. Underwriters Laboratories of Canada (ULC} Quick Response 3. Factory Mutual Research Corp. (FM} Standard Response • Light Hazard Occupanicies- No Limitations • Ordinary Hazard Occupancies Groups 1 & 2 Wet Systems Only 4. NYC MEA 258-93-E - Quick Response U.S. Patent number 4,880,063. Application The Reliable Model G4A Concealer is the most versatile quick response concealed sprin- kler available. It provides the best form of fire protection while offer- ing an attractive appearance and Me (13mm) of cover adjustment for ease of installation. The small diameter push-on/thread-off cover plate assembly is easily at- tached and blends into the ceiling, concealing the most dependable fire protection available, an auto- matic sprinkler system. Bulletin 154 Rev.0 Model G4A Quick Response Concealed Automatic Sprinkler The Model G4A Concealer® is designed for use where aes- thetic appearance is important. Offices, hospitals, motels and restaurants are but a few of the applications where it can be used. It is available in different orifice sizes allowing the de- signer to optimize system performance, thereby achieving a very efficient installation. The Model G4A Concealer° is a UL Listed Quick Response Concealed sprinkler intended for use in accordance with NFIRA 13, FM Approves this sprinkler as a standard response con- cealed sprinkler intended for use in accordance with FM Loss Prevention Data Sheet 2-8N. Product Description The Reliable Model G4A Concealeruses a proven quick re- sponse fusible element in a standard style sprinkler frame with a drop -down deflector. This assembly is recessed into the ceiling and concealed by a flat pushon/thread-off cover plate assembly. The push-on/thread-off cover plate assembly and sprinkler cup assemblies are held tight by a flexible tooth en- gagement to the threaded cup. This threaded engagement provides 1/2" (13mm) of cover adjustment. The flat cover plate is attached to the skirt using 135OF (57°C) ordinary temperature classification solder, forming the Push-on/Thread-off cover plate assembly. When the ceiling temperature rises, the solder holding the flat cover plate melts, the flat cover plate released thus exposing the sprinkler inside to the rising ambient temperature. The subsequent fusing of the element opens the waterway and causes the deflector to distribute the water. Any secure en- gagement between the cover plate and cup will assure that the drop -down deflector is properly located below the ceiling. w 1 s The Reliable AutomaticSprinklerCo.,Inc.,525NorthMacQuestenParkway, MountVernon , New York,10552 Installation • Do not install the G4A Concealer° in ceilings which have posi- tive pressure in the space above. • Cut a 2Ya inch (67mm) diameter hole in the ceiling, the sprin kler is easily Installed with the Model G4 Wrench. The wrench has drive tangs which insert into the cup slots. When installing a sprinkler the wrench is first positioned Into the sprinkler/cup assembly until the wrench tangs engage the drive slots in the top of the cup (there are two sets of drive slots in the cup). The sprinkler is then tightened into thepipefitting. When inserting orremovingthewrenchfrom the spggrinkler/cup assembly, care should betaken to pprevent damaOTHER PtARTOFTH SPRINKKLERICUthe Sprinkler. DO NOT PRENCH ASSEMBLY. ANY ad' stment of the cover is made by hand turning the cover in the clockwise direction until it is tight against the ceiling. A protective cap is provided to protect the drop -down sprinkler deflector from damage which could occur during construction before the cover plate is installed. The cap is factory installed in- side the sprinkler cup. Remove cap to install sprinkler, then re -install cap until the cover plate is installed. Maintenance The Model G4A Concealer® should be inspected quarterly 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 any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be mainta ned to allow quick re- placement of damaged or operated sprinklers. Prior to installa- tion, sprinkers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or no ration. Technical Data Ordering Inf• ation 1. Sprinkler Model 2. Nominal Orifice 3. Flat Cover Plate Assembly Finish 4. Inlet Type Cover Plate Finishes") Standard Finishes Bronze Chrome White Paint'' Special Application Finishes Bright Brass Black Plating Black Paint Off White' Satin Chrome "1 Other finishes and colors are available on special order. Consult factory for details. la FM Approval of the painted finish is limited to white and off-white paint. All plated finishes are FM Approved. Ternnerature Ratina Model G4 Sprinkler Wrench UL Listing Category Sprinklers, Automatic and Open Quick Response Sprinkler UL Guide Number VNIV Classifiratlon Sprinkler Cover Plate Max. Ambled Temp. Ordinary 165^F/74"C I 135°F/57°C 100^F/38°C Sprinkler Inlet Total Adjustment Nominal Orifice Nominal K Factor Thread Approvals Sprinkler Identification (SIN) US Metric Non Adiustable '/2" It3mm 'h" 15mm 5.6 80 'h"NPT R'h 1234 R5415 Non Adiustable 1(2" It3mm) z " 11mm 4.2 60 'h"NPT R'/z 124 R5413 Non Adiustable 'h" 13mm " 0ornm 2.8 40 'h"NPT R%z 1234 R5411 Adiustable 11h" 38mrn 'h" 15mm 5.6 80 1" NPT Male or Female 1 2 4 R5418 Adiustable 1'h" 38avn 7 " 11 mm 4.2 60 1 ^ NPT Male or Female 1 2 4 R5413 Adiustable 1'h" 38mm 10mm 2.8 40 1" NPT Male or Female 1 2 4 R5412 nTmeow y�Ai'aY'd'n. -4 r � ifiw�4 y-i n., t� nz"MSiax I m diN,a# OT4' M2 Fig.1 - %2'r NPT Non -Adjustable Inlet Fig. 2 - 1" NPT Male -Adjustable Inlet Fig. 3 - t" NPT Female -Adjustable Inlet 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 80 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 Sprinkle Co., Inc. 431- Sales Offices ROOM(800) (800) 848-6051 6051 Sales Fax (914) 668-3470 Corporate Offices w .reliabiesprinkler.ccrn Internet Address ® Recycled Paper Revision lines indicate updated or new data. EG. Printed in USA 06102. PM 9999970150 ©Mu 16,2018 12:48,57 PM COT File Edit Commands Held wie PURUC seC Property Description Inquiry Location ID: HCAD Number. Alternate Search Method: Location address:, Primary related party OK Y Exit S Cancel Address Related Penn_ _ x 51722 129-217-003-0002 1806 HV%fY 146 S CLP UBERTY'PROPERTY LIMITED PARTN C6� IF TA1r APPROVED PLANS ARE MODIFIED, A NEW 01.101A17TAL TO THE CITY 18 REQUIRED PRIOR TO THE CHANCE OCCURING 0 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 18-00000463 Date 4/30/18 Property Address . . . . . . 1806 HWY 146 S HCAD Number: 129-217-003-0002 Alternate Search Method: - Application type description FIRE SPRINKLER Subdivision Name . . . . . . PORT CROSSING Property. Use . . . . . . . . Property Zoning . . . . . . . IND - LIGHT Application valuation ---------------------------------------------------------------------------- . . . . 70000 Type of Work fire sprinkler ------------`--------------------------------------------------------------- Owner Contractor ------------------------ LIBERTY PROPERTY LIMITED ------------------------ PARTN KAUFFMAN COMPANY 500 CHESTERFIELD PKWY 13225A FM 529 MALVERN . PA 193558707 HOUSTON TX 77041 (713) 937-4144 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . STORAGE Flood Zone . . . . . . . . ZONE AE ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE SPRINKLER Additional desc . . FIER SPRINKLER Permit pin number 562868 Sub Contractor KAUFFMAN COMPANY Permit Fee . . . . 507.50 Plan Check Fee 253.75 Issue Date . . . . 4/30/18 valuation . . . . 70000 Expiration Date . . 10/27/18 Qty Unit Charge Per Extension BASE FEE 387.50 20.00 6.0000 THOU BLDG - 50,001 - 100,000 120.00 ----------------`----------------------------------------------------------- Special Notes and Comments March 23, 2018 2:35:08 PM lapovfl. FIRE SPRINKLER 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 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 . . . . . 18-00000463 Date 4/30/18 ---------------------------------------------------------------------------- Special Notes and Comments 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. ---`--------------- --- --------------------------------------------------- Fee summary I Charged ---------- Paid -------------------- Credited Due ---------- ----------------- Permit Fee Total 507.50 507.50 .00 .00 Plan Check Total 253.75 253.75 .00 .00 Grand Total 761.25 761.25 .00 .00 ----------------------------- OF (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGED — DATE Erna 1 1 erm4- f a pa r HMAR 1 sg ICI , 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: t� / DATEOFSUBMITTAL: S Ib l PROJECT ADDRESS(Ifexlsting): iaoC S � I4p fo-,J�' LrOFft HCAD PARCEL NO(s)13-digit Tax ID(s): 1.) ID-? - c2-17 - 0 Q 3 - Q tfl.0,1 2.1 3.) PROPERTY LEGAL DESCRIPTION: 7\t c• J Pal IJUI/Lo-. / '^ '`t%Sd._� 0 FIRE ALARM FIRE SUPPRESSION [I VENT HOOD FIRE SUPPRESSION DUNDERGR ND FIRE LINE Q ABOVE-GROUND FIRE SUPPRESSION Lq' RE SPRINKLER DESCRIBE WORK: f// S J.. BUILDING USE: NO.OF STORIES: TOTAL SQ FOOTAGE: PROJECT VALUATION:$_74 O V O 2. PROPERTY OWNER CONTACT `INFORMATION: OWNER'S NAME: "" L v`th I PHONE: MAILING ADDRESS: E-MAIL: 3. CONTRACTOR/AGENT: // ®•HOMEOWNER 15 CONTRACTOR AGENT/CONTRACTORCCOMPANY: I1''Kct4, cY1 %t7 PHONE1: 7(3 1571' 4//rµ4 PHONE2: T3 -7 E-MAIL: (t_I IIA Q �tiKT7+"r+^C(Lf FFAX4: 7"(1f 13 'B4�' MAILING ADDRESS: _ I jj +/ f - Pm 5k rT j-l-pNl Tpalnl TV 7 ?Q-41 CONTACT PERSON'S NAME: W It(& Pm J ft PHONE: )3 L . I4- 7)45" .4. APPLICATION CHECKLIST&SUPPORTING DOCUMENTATION(Check applicable boxes): ylf Homeowner is Contractor, COMPLETE ITEMS 1-4 OF PERMIT APPLICATION must furnish notarized ® SUBMIT TWO(2)COMPLETE SETS(HARDCOPIES)OF CONSTRUCTION PLANS FOR REVIEW Homestead Affidavit NOTES TO APPLICANT: 1. CONTRACTOR MUST BE REGISTERED WITH THE CITY 2. TO REGISTER WITH CITY,SUBMIT CURRENT CERTIFICATE OF INSURANCE WITH CITY NAME&ADDRESS AS CERTIFICAT HO ER 3. NOT A VAUD PERMIT UNTIL OWNER/CONTRACTOR IS IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE P I F LL APPLICANT PRINTED NAME: C)IIA ' 1`^' c1' APPLICANT SIGNATURE: (STAFF USE ONLY): �L-� 'M'ø Occupancy Type: Const.Type: 1 Flood Zone: YO Use Zone(Zoning District): / AV CE: Taxes:, _- FEES: PERMIT FEE:$ D 7, S PLAN CHECK FEE:$ 2 3 9', 7 1 Special Conditions: ® Must complete all work and pass City Inspection within 10 days of pe rmit Issuance to ovoid further Code Enforcement Action PERMIT APPROVAL: Fire Marshal(Commercial Only): ` 1T A D D? Date: 3 `2 ?—/"�rJ1 Approved for Issuance by:______________ Date: S ':? 3— PERMIT N0. •CONMERCIAL l - PLAN REVIEW COVER SHEET ADDRESS: / g o b S /-1 / y OWNER'S NAME: n teC 4 /o b,, ( PROJECT TYPE: NEW: `,' ADDN: HCAD#: HTE LOC#: FLOOD ZONE: USE ZONE: Y/N SUB /DATE RETURNED TIRZ ZONE? _/�N SITE VISIT (DRAINAGE) ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED TAS (ADA) PROOF OF SUBMITTAL F101 RESOL. APPLICABLE?: F216-00-00 RESOL. APPLICABLE?: FILL DIRT APPL/PERMIT CLEARING PERMIT NEEDED? FLOOD PERMIT NEEDED?: W/S FEES APPLICABLE?: 100% MASONRY/GLASS STORM WATER QUALM PERMIT TAXES UP TO DATE?: DATE OF REVIEW: (Applicable on Demo, Addn, or Remodel) pplicable to Comm. Or Ind.) yes, permit cannot be issued.) yes, permit cannot be issued.) (If yes, figure fees. If no, use w/s form to 'qxplain why they are not.) ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED 7-)6 l Q D.'�?o �oJr Svr � -to PH-0 -Coo AI,41v-.,a SACPSh=\114SPECION DIVISIONUMPectiom\CONE PLAN REVIEW COVER SIEETAM R". FE132012 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.