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Home My WebLink About965 OAK AVE; ; FPR2020-0141; PermitI11r1P1I1IiE1Zs]4i ftj Print Date: 06/22/2022 Job Address: 965 OAK AVE. CARLSBAD, CA 92008-2419 Permit Type: FIRE-Construction Residential Work Class: Parcel #: 2041110200 Track #: Valuation: $3,443,008.17 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check#: Permit No: FPR2020-0141 Status: Closed - Finaled Multifamily Fire Sprinkler Applied: 12/22/2020 Issued: 02/26/2021 DEV16005 Finaled Close Out: 06/22/2022 Final Inspection: INSPECTOR: Salcedo, Felix Project Title: CARLSBAD VETERANS HOUSING Description: WINDSOR POINTE OAK - NEW NFPA 13 SPRINKLER SYSTEM (NEW CONSTRUCTION, 24 APARTMENT UNITS, 3 STORIES OVER GROUND FLR COVERED PARKING, 349 HEADS, 2 RISERS) Applicant: FPContractor: INNOVATIVE FIRE PROTECTION INNOVATIVE FIRE PROTECTION INC DERIK BROOKS 8779 COTTONWOOD AVE, # STE 101 8779 COTTONWOOD AVE SANTEE, CA 92071-4457 SANTEE, CA 92071-4457-SAN DIEGO (619) 593-8200 (619) 593-8200 FEE AMOUNT FIRE Hourly Services (first hour) $175.00 FIRE Hourly Services (first hour) $159.00 FIRE Hourly Services (first hour) $175.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $858.00 Total Fees: $1,367.00 Total Payments To Date: $1,367.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 f I www.carlsbadca.gov 4 June 15, 2020 Dahling Group 539 South Cedros Avenue Solana Beach, CA 92075 Attn: Jack Gallagher Subject: Ajternate Materials and Methods Request Carlsbad Veterans Housing 306-3618 & 3630 Harding Street 965-967 Oak Avenue Carlsbad, CA Dear Mr. Gallagher: We have reviewed your alternate materials and methods request and are granting approval as requested. A summary of our findings is outlined below and includes your request, proposal, justification, and Carlsbad Fire Department's (CFD) conditions of approval. Request We are hereby rdquesting the Carlsbad Fire Department to allow construction of the proposed Building Design which does not meet the minimum 150' hose pull reach to all exterior portions of the building. Code Requirement: CFC Section 503.1.1 Building and Facilities Code Intent: Section 503.1.1 qf the 2013 California Fire Code specifies that a fire apparatus access road shall extend to within ,150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. However, for this project, the 150 feet distance is exceeded by approximately 50 feet, for a total of approximately 200 feet. ( Fire Department / Fire Prevention 1635 Faraday Ave. I Carlsbad, CA 92008 760-602-4660 1 www.carlsbadca.gov Carlsbad Veterans Housing 06-15-2020 Proposal: In addition to providing an NFPA 13 automatic fire sprinkler system, we propose the addition of a manual horizontal standpipe system (Class I, 2-1/2 inch hose connections) along the exterior perimeter of the building as an alternate equivalent to meeting the 150 feet length fire department access roadway. Justification: Fire department ccess roadways provide apparatus access for firefighting operations. The 150 feet distance is bised on the standard length of pre-connected fire hose carried on fire trucks and is not intended to be measured to any point within the building. Adding a standpipe connection (Class 1, 2-1/2 inch hose connections) at a point along the exterior perimeter of the building will eliminate long hose runs and provide additional tactical firefighting operations for exterior firefighting as an1 alternate to the 150 feet roadway requirement. This approach provides a direct correlation to the code intent to limit the maximum length of hose needed to reach any point along the exterior of the building. Furthermore, Section 503.1.1, Exception 1.1 states that the fire code official is authorized to increase the dimension of 150 feet where the building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, i.e., ariNFPA 13 system. CFD's Response 41 The above stated proposal and justification has been evaluated against requirements held in the California Fire Code and local amendments by the City of Carlsbad. After consideration, the above proposal provides a reasonable level of fire safety and meets the intent of the requirements associated with fire department access for commercial and multi-family residential properties. The Carlsbad Fire Department is in agreement that a comparable level of life safety and fire department access could be achieved through the proposed enhancement of adding exterior wet standpipes towards the rear of the property where the access deficiency exists. Although the California Fire Code does give discretion to the Fire Code Official to approve extended fire department access in fully sprinklered; buildings, the Carlsbad Fire Department does not grant this extended access measurement without some form of mitigation. It is the opinion ofCFD that the proposed site standpipe enhancements will adequately provide life safety and priperty protection in lieu strict code compliant fire department access. * Carlsbad Veterans Housing 06-15-2020 Respectfully, Randall L. Metz Fire Marshal Pc.: File Copy I €' INNOVATIVE im - FIRE PROTECTION, INC. I - _ • I I 10-10STOW) 157U 965 Oak Avenue Carlsbad, Ca. 92008 I I I I I I I I I I I I I I Notes File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name: WINDSOR POINT - OAK Contract No. : C7834 City: CARLSBAD, CA 92008 Project Location: 965 OAK AVENUE Date: 1/8/2021 Contractor Information - - Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE. City: SANTEE, CA 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design -- - Remote Area Name 1 Remote Area Location GARAGE Occupancy Classification NFPA13 Density (gpmlft2) 0.151 Area of Application (ft2) 1964 Coverage per Sprinkler (ft2) 324 Number of Calculated Sprinklers 8 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 657.4 Required Pressure at Source (psi) 51.2 Type of System Wet Volume - Entire System (gal) 432.7 gal Water Supply Information Date 12/17/2019 Location OAK AVE. Source 1 11 I I [1 I I I H I I I I I I U I Job: WINDSOR POINT - OAK Hydraulic Analysis for: I Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water © 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity. (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply :1 Flow (gpm) Pressure (psi) Supply Analysis I Static Pressure Residual I Flow I Available I I Total Demand I Required Pressure Node at Source I (psi) Pressure I (gpm) Pressure I (gpm) I (psi) (psi) I I (psi) I I 65.7 43.2 3050 64.4 657.4 51.2 Hoses Inside Hose Flow I Standpipe Demand (gpm) 250 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) hose Flow (gpm) 0 Total Hose Flow (gpm) 250 Sprinklers Ovehead Sprinkler Flow (gpm) 407.4 InRack Sprinkler Flow (gpm) 0 Other (custom defined) SprinKler low (gpm) 0 Total Sprinkler Flow (gpm,) 407.4 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 45.6 BOR - Flow (gpm) 407.4 Demand w/o System Pump(s) - N/A File: C:\Users\derk\appda1a\localtemp\C834 W NDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 opiht C 2002-2012 yco Fire Protection Products Page 2 0 65.7 3050 43.2 - - - - - - - - - - - - - - - - - - - Job: WINDSOR POINT - OAK Hydraulic Analysis for: I Supply System Demand 0 Available At Source I . 80- 64.4 psi @657.4 gpm. 60 CL 50j_* S2 1!36.676 DI 0 1000 1500 2000 2500 3000 350 Flow, gpm File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 3 Job: WINDSOR POINT - OAK Hydraulic Analysis for: I Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 -Static 0 65.7 S2 Supply point #2 - Residual 3050 43.2 Di Elevation Pressure 0 5.4 02 System Demand 657.4 51.2 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin Pressure (psi) I Flow (gpm) I Pressure (psi) I @ Flow (gpm) Supply 64 751.6 13.2 657.4 Open Heads Required ___________ Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 101 Overhead 324 11.2 0.15 48.6 19.1 0.158 51.1 20.8 Sprinkler 102 Overhead 324 11.2 0.15 48.6 19.1 0.162 52.4 21.9 Sprinkler 103 Overhead 324 11.2 0.15 48.6 19.1 0.159 51.4 21.1 Sprinkler 104 Overhead 324 11.2 0.15 48.6 19.1 0.151 48.9 19.1 Sprinkler 105 Overhead 324 11.2 0.15 48.6 19.1 0.157 50.8 20.6 Sprinkler 106 Overhead 324 11.2 0.15 48.6 19.1 0.161 52.1 21.6 Sprinkler 107 Overhead 324 11.2 0.15 48.6 19.1 0.157 51 20.7 Sprinkler 108 Overhead 324 11.2 0.15 48.6 19.1 0.153 49.7 19.7 Sprinkler File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/812021 Copyright © 2002-2012 Tyco Fire Protection Products Page 4 I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations I PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES I frict (Pf) (ft) (9pm/ps1112) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 104 9.5 11.2 48.9 1.5 2x(us.90)=11.29 21.5 120 19.1 103 9.5 11.2 48.9 1.728 11.29 0.0598 0 32.79 2 103 9.5 11.2 51.4 1.5 ix(us.Tee-Br)=11.29 10.86 120 21.1 091 9.5 100.3 1.728 11.29 0.2262 0 22.15 5 091 9.5 243.8 3 ix(us.Tee-Br)=22.49 84.13 120 26.1 039 9.5 344.1 3.334 22.49 0.0903 0 106.62 9.6 039 9.5 63.3 3 ix(coupling)=1.5 23.44 120 35.7 Ti 9.5 407.4 3.334 1.5 0.1234 0 24.94 3.1 Ti 9.5 0 4 ix(coupling)=1.39 4.2 120 38.8 Ri-O 5.8 407.4 4.31 lx(us.90)=13.94 15.33 0.0353 1.6 19.53 0.7 R1-O 5.8 0 4 0.8 0 41.1 GLOBE UMC Ri-I 5 407.4 0 0 1.1569 0.3 *** 0.8 0.9 Ri-I 5 0 4 ix(us.Tee-Br)=27.87 1.67 120 42.3 Bi 4 407.4 4.31 ix(us.90)=13.94 41.81 0.0353 0.4 43.48 1.5 Bi 4 0 6 lx(coupling)=1.26 3 120 44.3 BOR 1 407.4 6.357 1.26 0.0053 1.3 4.26 0.0 BOR 1 0 6 ix(coupling)=1.73 10 140 45.6 UG4 -3 407.4 6.4 ix(us.90)=24.19 25.92 0.0039 1.7 35.92 0.1 UG4 -3 0 6 ix(coupling)=1.53 110.75 150 47.5 UG3 -3 407.4 6.08 2x(us.90)=42.79 65.72 0.0044 0 2x(us.45)=21.4 176.47 0.8 UG3 -3 0 6 lx(coupling)=1.73 6.17 140 48.3 BF-0 2 407.4 6.4 2x(us.90)=48.39 50.11 0.0039 -2.2 56.28 0.2 BF-0 2 0 6 1.58 0 46.3 AmesC300N BF-I 2 407.4 0 0 1.3515 0 1.58 2.1 BF-I 2 0 6 ix(coupling)=1.73 7.75 140 48.5 UG2 -3 407.4 6.4 2x(us.90)=48.39 50.11 0.0039 2.2 57.86 0.2 UG2 -3 0 6 ix(us.Tee-Br)=45.85 19 150 50.9 UGi -3 407.4 6.08 45.85 0.0044 0 64.85 0.3 UG1 -3 250 8 1 150 51.2 1 -3 657.4 7.98 0 0.0028 0 1 0 1 51.2 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK- BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 108 9.5 11.2 49.7 1.5 17 120 19.7 107 9.5 11.2 49.7 1.728 0 0.0615 0 17 1 107 9.5 11.2 51 1.5 1x(us.Tee-Br)=11.29 10.86 120 20.7 093 9.5 100.7 1.728 11.29 0.2276 0 22.15 5 093 9.5 39.6 3 17.5 120 25.8 091 9.5 140.3 3.334 0 0.0171 0 17.5 0.3 091 26.1 File: C:\Users\derik\appdata\Iocal\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_32114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 6 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 105 9.5 11.2 50.8 1.5 17 120 20.6 106 9.5 11.2 50.8 1.728 0 0.0641 0 17 1.1 106 9.5 11.2 52.1 1.5 lx(us.Tee-Br)=11.29 6.14 120 21.6 093 9.5 102.9 1.728 11.29 0.2369 0 17.43 4.1 093 9.5 -39.6 3 lx(us.Tee-Br)=22.49 18 120 25.8 094 9.5 63.3 3.334 22.49 0.0039 0 40.49 0.2 094 9.5 0 1.5 lx(coupling)=1.41 17.33 120 25.9 100 11.5 63.3 1.728 lx(us.90)=5.64 18.35 0.0963 -0.9 lx(us.Tee-Br)=11.29 35.67 3.4 100 11.5 0 1.5 1x(BM.Tee-Run)=1 8.67 150 28.5 109 20.17 63.3 1.598 1 0.0932 -3.8 9.67 0.9 109 20.17 -30.8 1.5 2x(BM.Tee-Br)=16 4.2 150 25.6 110 20.17 32.5 1.598 16 0.0271 0 20.2 0.5 110 20.17 -6 1.5 1x(BM.Tee-Run)=1 7.13 150 26.2 112 20.17 26.4 1.598 lx(BM.90)=8 9 0.0185 0 16.13 0.3 112 20.17 -5.3 1.5 1x(BM.Tee-Run)=1 10.63 150 26.5 210 20.17 21.1 1.598 2x(BM.Tee-Br)=16 17 0.0122 0 27.63 0.3 210 20.17 -7.9 1.5 7x(BM.Tee-Run)=7 106.66 150 26.8 198 20.17 13.3 1.598 1x(BFv1.Tee-Br)=8 15 0.0052 0 121.66 0.6 198 20.17 11.3 1.5 2x(BM.Tee-Run)=2 7.68 150 27.5 244 20.17 24.6 1.598 2 0.0162 0 9.68 0.2 244 20.17 3.4 1.5 1x(BM.Tee-Br)=8 5.1 150 27.6 245 20.17 27.9 1.598 8 0.0205 0 13.1 0.3 245 20.17 4.5 1.5 1x(BM.Tee-Br)=8 1.72 150 27.9 284 20.17 32.5 1.598 8 0.0271 0 9.72 0.3 284 20.17 30.8 1.5 lx(coupling)=1.46 8.67 150 28.1 285 11.5 63.3 1.598 1.46 0.0932 3.8 10.12 0.9 285 11.5 0 1.5 lx(us.Tee-Br)=11.29 3.73 120 32.8 039 9.5 63.3 1.728 lx(us.90)=5.64 16.93 0.0963 0.9 20.66 2 039 35.7 File: C:\Users\derik\appdata\Iocal\temp\C7834 WINDSOR POINT - OAK - BUILDlNG_1_32114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 7 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 101 9.5 11.2 51.1 1.5 17 120 20.8 102 9.5 11.2 51.1 1.728 0 0.0648 0 17 1.1 102 9.5 11.2 52.4 1.5 1x(us.Tee-Br)=11.29 6.14 120 21.9 091 9.5 103.5 1.728 11.29 0.2395 0 17.43 4.2 091 26.1 Path No: 5 GPM1 -3 250 8 1 150 51.2 UG1 -3 250 7.98 0 0.0005 0 1 0 UG1 51.2 Path No: 6 109 20.17 0 1.5 1x(BM.Tee-Br)=8 11.45 150 25.6 456 30.5 30.8 1.598 lx(BM.90)=8 16 0.0246 -4.5 27.45 0.7 456 30.5 -5.1 1.5 3x(BM.Tee-Run)=3 5.84 150 21.8 447 30.5 25.8 1.598 3 0.0176 0 8.84 0.2 447 30.5 -4.7 1.5 2x(BM.Tee-Run)=2 10.63 150 22 336 30.5 21.1 1.598 1x(BM.Tee-Br)=8 10 0.0122 0 20.63 0.3 336 30.5 -8.7 1.5 6x(BM.Tee-Run)=6 104.65 150 22.3 343 30.5 12.4 1.598 1x(BM.Tee-Br)=8 14 0.0045 0 118.65 0.5 343 30.5 9.7 1.5 2x(BM.Tee-Run)=2 7.68 150 22.8 580 30.5 22.1 1.598 2 0.0133 0 9.68 0.1 580 30.5 4 1.5 1x(BM.Tee-Br)=8 5.1 150 22.9 288 30.5 26.1 1.598 8 0.0181 0 13.1 0.2 288 30.5 4.7 1.5 1x(BM.Tee-Run)=1 11.83 150 23.2 284 20.17 30.8 1.598 lx(BM.90)=8 9 0.0246 4.5 20.83 0.5 284 28.1 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDlNGj_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 8 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 7 110 20.17 0 1.5 lx(BM.Tee-Br)=8 7.58 150 26.2 152 20.17 6 1.598 8 0.0012 0 15.58 0.0 152 20.17 0 1 19x(BM.Tee-Run)=19 113.25 150 26.2 131 20.17 6 1.101 1x(BM.Tee-Br)=5 24 0.0074 0 137.25 1 131 20.17 -2.4 1 6x(BM.Tee-Run)=6 41.21 150 27.2 192 20.17 3.7 1.101 lx(BM.90)=5 21 0.0029 0 2x(BM.Tee-Br)=10 62.21 0.2 192 20.17 0 1.5 5x(BM.Tee-Run)=5 20.62 150 27.4 197 20.17 3.7 1.598 5 0.0005 0 25.62 0.0 197 20.17 7.7 1.5 1x(BM.Tee-Br)=8 1.84 150 27.4 198 20.17 11.3 1.598 8 0.0039 0 9.84 0.0 198 27.5 Path No: 8 112 20.17 0 1 16x(BM.Tee-Run)=16 108.5 150 26.5 129 20.17 5.3 1.101 1x(BM.Tee-Br)=5 21 0.0058 0 129.5 0.7 129 20.17 2.4 1 1x(BM.Tee-Br)=5 10.63 150 27.2 197 20.17 7.7 1.101 5 0.0115 0 1 15.631 0.2 197 27.4 Path No: 9 210 20.17 0 1.5 lx(BM.90)=8 1.05 150 26.8 211 20.17 7.9 1.598 8 0.002 0 9.05 0.0 211 20.17 0 1 2x(BM.Tee-Run)=2 7.17 150 26.8 213 20.17 7.9 1.101 2 0.0121 0 9.17 0.1 213 20.17 -3.5 1 2x(BM.Tee-Br)=10 23.91 150 27 222 20.17 4.4 1.101 4x(BM.Tee-Run)=4 19 0.0041 0 lx(BM.90)=5 42.91 0.2 222 20.17 3.5 1 4x(BM.Tee-Run)=4 19.28 150 27.1 234 20.17 7.9 1.101 4 0.0121 0 23.28 0.3 234 20.17 -3.4 1 11x(BM.Tee-Run)=11 78.45 150 27.4 246 20.17 4.5 1.101 3x(BM.Tee-Br)=15 26 0.0043 0 104.45 0.5 246 20.17 0 1.5 lx(BM.Tee-Br)=8 8.32 150 27.9 245 20.17 4.5 1.598 8 0.0007 0 16.32 0.0 245 27.9 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 9 Job WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 10 456 30.5 0 1.5 1x(BM.Tee-Run)=1 7.58 150 21.8 459 30.5 5.1 1.598 1x(BM.Tee-Br)=8 9 0.0009 0 16.58 0.0 459 30.5 0 1 6x(BM.Tee-Run)=6 30.63 150 21.9 470 30.5 5.1 1.101 6 0.0053 0 36.63 0.2 470 30.5 -0.8 1 1x(BM.Tee-Run)=1 2.39 150 22.1 471 30.5 4.2 1.101 1 0.0038 0 3.39 0.0 471 30.5 0.8 1 9x(BM.Tee-Run)=9 38.65 150 22.1 480 30.5 5.1 1.101 9 0.0053 0 47.65 0.3 480 30.5 -1 1 2x(BM.Tee-Run)=2 2.39 150 22.3 482 30.5 4.1 1.101 2 0.0036 0 4.39 0.0 482 30.5 1 1 9x(BM.Tee-Run)=9 32.08 150 22.3 491 30.5 5.1 1.101 9 0.0053 0 41.08 0.2 491 30.5 -1.3 1 1x(BM.Tee-Run)=1 2.48 150 22.5 493 30.5 3.7 1.101 1x(BM.Tee-Br)=5 6 0.003 0 8.48 0.0 493 30.5 1.3 1 1x(BM.Tee-Run)=1 5.88 150 22.6 426 30.5 5.1 1.101 1 0.0053 0 6.88 0.0 426 30.5 -1.9 1 8x(BM.Tee-Run)=8 37.25 150 22.6 349 30.5 3.1 1.101 3x(BM.Tee-Br)=15 23 0.0022 0 60.25 0.1 349 30.5 -0.6 1 1x(BM.Tee-Run)=1 2.61 150 22.7 348 30.5 2.5 1.101 1 0.0014 0 3.61 0 348 30.5 0.6 1.5 4x(BM.Tee-Run)=4 16.47 150 22.7 344 30.5 3.1 1.598 4 0.0004 0 20.47 0 344 30.5 6.6 1.5 1x(BM.Tee-Br)=8 3.98 150 22.8 343 30.5 9.7 1.598 8 0.0029 0 11.98 0.0 343 22.8 Path No: 11 447 30.5 0 1 18x(BM.Tee-Run)=18 108.62 150 22 428 30.5 4.7 1.101 2x(BM.Tee-Br)=10 28 0.0045 0 136.62 0.6 428 30.5 1.9 1 1x(BM.Tee-Br)=5 10.63 150 22.6 344 30.5 6.6 1.101 5 0.0086 0 15.63 0.1 344 22.8 File: C:\Usersderik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 10 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 12 336 30.5 0 1.5 lx(BM.90)=8 2.84 150 22.3 335 30.5 8.7 1.598 8 0.0024 0 10.84 0.0 335 30.5 0 1 3x(BM.Tee-Run)=3 7.68 150 22.3 332 30.5 8.7 1.101 3 0.0146 0 10.68 0.2 332 30.5 -4 1 18x(BM.Tee-Run)=18 85.93 150 22.4 311 30.5 4.7 1.101 lx(BM.90)=5 23 0.0046 0 108.93 0.5 311 30.5 -0.8 1 1x(BM.Tee-Run)=1 2.72 150 22.9 310 30.5 3.9 1.101 1 0.0032 0 3.72 0.0 310 30.5 0.8 1 5x(BM.Tee-Run)=5 32.25 150 22.9 291 30.5 4.7 1.101 1x(BM.Tee-Br)=5 10 0.0046 0 42.25 0.2 291 30.5 0 1.5 2x(BM.Tee-Run)=2 8.32 150 23.1 288 30.5 4.7 1.598 lx(BM.Tee-Br)=8 10 0.0008 0 18.32 0.0 288 23.2 Path No: 13 131 20.17 0 1 1x(BM.Tee-Run)=1 9.96 150 27.2 129 20.17 2.4 1.101 1 0.0013 0 10.96 0.0 129 27.2 Path No: 14 213 20.17 0 1 1x(BM.Tee-Br)=5 12.07 150 27 214 20.17 3.5 1.101 5 0.0027 0 17.07 0.0 214 20.17 0 1 4x(BM.Tee-Run)=4 34.96 150 27 222 20.17 3.5 1.101 1x(BM.Tee-Br)=5 14 0.0027 0 lx(BM.90)=5 1 48.961 0.1 222 27.1 Path No: 15 234 20.17 0 1 9x(BM.Tee-Run)=9 65.03 150 27.4 244 20.17 3.4 1.101 1x(BM.Tee-Br)=5 14 0.0025 0 79.03 0.2 244 27.6 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 TYCO Fire Protection Products Page 11 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 16 470 30.5 0 1 4x(BM.90)=20 24.72 150 22.1 528 32.5 0.8 1.101 1x(BM.Tee-Run)=1 26 0.0002 -0.9 1x(BM.Tee-Br)=5 50.72 0 528 32.5 0 1 1x(BM.Tee-Br)=5 5 150 21.2 471 30.5 0.8 1.101 lx(BM.90)=5 10 0.0002 0.9 15 0 471 22.1 Path No: 17 480 30.5 0 1 5x(BM.90)=25 26.72 150 22.3 509 30.5 1 1.101 1x(BM.Tee-Run)=1 31 0.0002 0 1x(BM.Tee-Br)=5 57.72 0.0 509 30.5 0 1 1x(BM.Tee-Br)=5 3 150 22.3 482 30.5 1 1.101 5 0.0002 0 81 0 482 22.3 Path No: 18 491 30.5 0 1 5x(BM.90)=25 15.14 150 22.5 495 30.5 1.3 1.101 1x(BM.Tee-Br)=5 30 0.0005 0 45.14 0.0 495 30.5 0 1 2x(BM.Tee-Run)=2 8.66 150 22.6 493 30.5 1.3 1.101 2 0.0005 0 10.66 0 493 22.6 Path No: 19 426 30.5 0 1 2x(BM.Tee-Run)=2 7.54 150 22.6 428 30.5 1.9 1.101 2 0.0009 0 9.54 0 428 22.6 Path No: 20 349 30.5 0 1 1x(BM.Tee-Run)=1 2.61 150 22.7 350 30.5 0.6 1.101 1 0.0001 0 3.61 0 350 30.5 -0.2 1 1x(BM.Tee-Br)=5 4.16 150 22.7 351 30.5 0.4 1.101 5 0.0001 0 9.16 0 351 30.5 0.2 1 2x(BM.Tee-Br)=10 22.52 150 22.7 366 30.5 0.6 1.101 3x(BM.Tee-Run)=3 13 0.0001 0 35.52 0 366 30.5 0 1.5 4x(BM.Tee-Run)=4 13.14 150 22.7 348 30.5 0.6 1.598 1x(BM.Tee-Br)=8 12 0.0000 0 25.14 0 348 22.7 File: C:\Users\derikappdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyiight© 2002-2012 Tyco Fire Protection Products Page 12 I I I I I I I I I I I I 1 I Job WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/ps1½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 21 332 30.5 0 1 22x(BM.Tee-Run)=22 107.49 150 22.4 580 30.5 4 1.101 2x(BM.Tee-Br)=10 32 0.0035 0 139.49 0.5 580 22.9 Path No: 22 311 30.5 0 1 1x(BM.Tee-Run)=1 8.7 150 22.9 666 30.5 0.8 1.101 lx(BM.Tee-Br)=5 11 0.0002 0 lx(BM.90)=5 19.7 0 666 30.5 0 1 lx(BM.Tee-Br)=5 20.7 150 22.9 310 30.5 0.8 1.101 4x(BM.90)=20 25 0.0002 0 45.7 01 ______ 310 22.9 Path No: 23 350 30.5 0 1 5x(BM.90)=25 13.71 150 22.7 352 30.5 0.2 1.101 lx(BM.Tee-Br)=5 30 0.0000 0 43.71 0 352 30.5 0 1 lx(BM.Tee-Br)=5 3.51 150 22.7 351 30.5 0.2 1.101 5 0.0000 0 8.51 0 351 22.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.97 ft/s occurs in the following pipe(s): (T1-039) '"K'' Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. I 1 I I File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_321 14_i 342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 I Job WINDSOR POINT - OAK - Device Graphs Pressure vs. Flow Functio-n Design Area: 1; Supply Ref.: 1, Supply arne:I 3- 7 0 65- 6 55 50 45 06 40 35- 3 0 25 20 '5 I 5. Flow, W,- - - I I - : I Pressure Loss Functicn - - - Design Area: 1; BFP Ref.: 1031 (AriesC300N, Size = 6)c Inlet Nods: SFl; Outlet Noce: BF-0 a. S a 4 S a. Flow, gpcn -- I I File C \Users\derik\appdata\Iocl'smp C83 WINDSOR POINT OAK BUILD NG_ _3114_1342 sv$ I Date 11812C21 Copyright Cc2002-20i lycc- Fire Protection Products Page 14 I I I I I I I I I I I I I I I I I I I I Device Graphs Job: WINDSOR POINT - OAK Pressure Loss Function Design Area: 1; Valve Ref.: 1032 (GLOBE UMC. Size = 4); Inlet Node: RI-I; Outlet Node: RI-O Flow, 9pm - - File: C:\Users\derik\appdata\Iocal\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 15 HYDRAULIC CALCULATIONS for Job Information - - Project Name: WINDSOR POINT - OAK Contract No. : C7834 City: CARLSBAD, CA 92008 Project Location: 965 OAK AVENUE Date: 1/8/2021 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE. City: SANTEE, CA 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 2 Remote Area Location 3rd FLOOR RESIDENTIAL Occupancy Classification NFPA1 3 Density (gpm/ft2) 0.051 Area of Application (ft2) 473 Coverage per Sprinkler (ft2) 256 Number of Calculated Sprinklers 4 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 156.4 Required Pressure at Source (psi) 36.2 Type of System Wet Volume - Entire System (gal) 420.4 gal Water Supply Information 12/17/2019 Date OA K AK AVE. Source Notes File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 1 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Analysis for: 2 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: 1 Supply Analysis Demand Hazen-Williams Water © 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 65.7 3050 43.2 I Static Pressure I Residual I Flow I I Available I I Total Demand I Required Pressure Node at Source I (psi) Pressure (gpm) Pressure I (gpm) I (psi) (psi) I I (psi) I 65.7 43.2 3050 65.6 156.4 36.2 Hoses Inside Hose Flow/ Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 56.4 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 56.4 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 28.2 BOR -Flow (gpm) 56.4 Demand w/o System Pump(s) N/A File: C:\Users\derik\appdata\Iocal\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copynght© 2002-2012 Tyco Fire Protection Products Page 2 - - - - - - - - - - - - - - - - - - - Job: WINDSOR POINT - OAK Hydraulic Analysis for: 2 File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1.32114_1342.sv$ Date 1/8/2021 Copyright 2002-2012 TYCO Fire Protection Products Page 3 Job: WINDSOR POINT - OAK Hydraulic Analysis for: 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 -Static 0 65.7 S2 Supply point #2 - Residual 3050 43.2 Di Elevation Pressure 0 14.3 D2 System Demand 156.4 36.2 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin Pressure (psi) Flow (gpm) I Pressure (psi) I Flow (gpm) Supply 65.5 247.7 29.4 156.4 Open Heads Required Calcu ated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flcw ?-e;sure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpn) (psi) 201 Overhead 256 4.9 0.05 12.8 7 0.051 13 7 Sprinkler 202 Overhead 256 4.9 0.05 12.8 7 0.051 13 7 Sprinkler 203 Overhead 256 4.9 0.05 12.8 7 0.054 135 8 Sprinkler 204 Overhead 256 4.9 0.05 12.8 7 0.065 16.6 11.5 Sprinkler File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_32114_1342.svS Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 4 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: I 202 30 4.9 13 1 lx(BM.Tee-Br)=5 2.54 150 7 518 30.5 13 1.101 lx(BM.90)=5 10 0.0304 -0.2 12.54 0.4 518 30.5 13 1 lx(BM.Tee-Br)=5 3.82 150 7.2 478 30.5 26 1.101 5 0.1098 0 8.82 1 478 30.5 -6.3 1 7x(BM.Tee-Run)=7 26.91 150 8.1 471 30.5 19.7 1.101 7 0.0656 0 33.91 2.2 471 30.5 -3.3 1 1x(BM.Tee-Run)=1 2.39 150 10.4 470 30.5 16.4 1.101 1 0.0467 0 3.39 0.2 470 30.5 3.3 1 5x(BM.Tee-Run)=5 30.63 150 10.5 459 30.5 19.7 1.101 lx(BM.Tee-Br)=5 10 0.0656 0 40.63 2.7 459 30.5 0 1.5 1x(BM.Tee-Run)=1 7.58 150 13.2 456 30.5 19.7 1.598 lx(BM.Tee-Br)=8 9 0.0107 0 16.58 0.2 456 30.5 10.9 1.5 1x(BM.Tee-Run)=1 11.45 150 13.4 109 20.17 30.5 1.598 lx(BM.90)=8 9 0.0242 4.5 20.45 0.5 109 20.17 -6.5 1.5 lx(coupling)=1.46 8.67 150 18.3 100 11.5 24 1.598 1.46 0.0155 3.8 10.12 0.2 100 11.5 0 1.5 2x(us.Tee-Br)=22.58 17.33 120 22.2 094 9.5 24 1.728 lx(us.90)=5.64 28.22 0.016 0.9 45.55 0.7 094 9.5 0 3 lx(us.Tee-Br)=22.49 119.63 120 23.8 039 9.5 24 3.334 22.49 0.0007 0 142.12 0.1 039 9.5 32.4 3 lx(coupling)=1.5 23.44 120 23.9 Ti 9.5 56.4 3.334 1.5 0.0032 0 24.94 0.1 Ti 9.5 0 4 ix(coupling)=1.39 4.2 120 24 Ri-O 5.8 56.4 4.31 lx(us.90)=13.94 15.33 0.0009 1.6 19.53 0.0 Ri-O 5.8 0 4 0.8 0 25.6 GLOBE UMC R1-I 5 56.4 0 0 0.6226 0.3 *** 0.8 0.5 Ri-I 5 0 4 ix(us.Tee-Br)=27.87 1.67 120 26.5 Bi 4 56.4 4.31 lx(us.90)=13.94 41.81 0.0009 0.4 43.48 0.0 Bi 4 0 6 ix(coupling)=1.26 3 120 26.9 BOR 1 56.4 6.357 1.26 0.0001 1.3 4.26 0 BOR 1 0 6 lx(coupling)=1.73 10 140 28.2 UG4 -3 56.4 6.4 lx(us.90)=24.19 25.92 0.0001 1.7 35.92 0 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I UG4 -3 0 6 lx(coupling)=1.53 110.75 150 30 UG3 -3 56.4 6.08 2x(us.90)=42.79 65.72 0.0001 0 2x(us.45)=21.4 176.47 0.0 UG3 -3 0 6 lx(coupling)=1.73 6.17 140 30 BF-0 2 56.4 6.4 2x(us.90)=48.39 50.11 0.0001 -2.2 56.28 0 BF-0 2 0 6 1.58 0 27.8 AmesC300N BF-I 2 56.4 0 0 3.876 0 *** 1.58 6.1 BF-I 2 0 6 lx(coupling)=1.73 7.75 140 34 UG2 -3 56.4 6.4 2x(us.90)=48.39 50.11 0.0001 2.2 57.86 1 0 UG2 -3 0 6 1x(us.Tee-Br)=45.85 19 150 36.2 UG1 -3 56.4 6.08 45.85 0.0001 0 64.85 0 UG1 -3 100 8 1 150 36.2 1 -3 156.4 7.98 0 0.0002 0 1 0 1 36.2 Path No: 2 201 30 4.9 13 1 2x(BM.Tee-Run)=2 4.49 150 7 518 30.5 13 1.101 1x(BM.90)=5 7 0.0305 -0.2 11.49 0.4 518 7.2 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 6 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 203 30 4.9 13.8 1 1x(BM.Tee-Br)=5 1.5 150 8 514 30.5 13.8 1.101 lx(BM.90)=5 10 0.0342 -0.2 11.5 0.4 514 30.5 -4.8 1 1x(BM.Tee-Br)=5 1.48 150 8.1 480 30.5 9 1.101 5 0.0155 0 6.48 0.1 480 30.5 6.3 1 2x(BM.Tee-Run)=2 2.39 150 8.2 482 30.5 15.3 1.101 2 0.0414 0 4.39 0.2 482 30.5 4.8 1 9x(BM.Tee-Run)=9 32.08 150 8.4 491 30.5 20.1 1.101 9 0.0686 0 41.08 2.8 491 30.5 -5.3 1 1x(BM.Tee-Run)=1 2.48 150 11.2 493 30.5 14.8 1.101 lx(BM.Tee-Br)=5 6 0.0387 0 8.48 0.3 493 30.5 5.3 1 1x(BM.Tee-Run)=1 5.88 150 11.6 426 30.5 20.1 1.101 1 0.0686 0 6.88 0.5 426 30.5 -9.2 1 2x(BM.Tee-Run)=2 7.54 150 12 428 30.5 10.9 1.101 2 0.0222 0 9.54 0.2 428 30.5 6.8 1 1x(BM.Tee-Br)=5 10.63 150 12.3 344 30.5 17.7 1.101 5 0.0542 0 15.63 0.8 344 30.5 9.2 1.5 1x(BM.Tee-Run)=1 3.98 150 13.1 343 30.5 26.9 1.598 1 0.0191 0 4.98 0.1 343 30.5 -5.3 1.5 2x(BM.Tee-Run)=2 7.68 150 13.2 580 30.5 21.6 1.598 1x(BM.Tee-Br)=8 10 0.0128 0 17.68 0.2 580 30.5 1.5 1.5 lx(BM.Tee-Br)=8 5.1 150 13.4 288 30.5 23.1 1.598 8 0.0144 0 13.1 0.2 288 30.5 2.7 1.5 1x(BM.Tee-Run)=1 11.83 150 13.6 284 20.17 25.8 1.598 lx(BM.90)=8 9 0.0177 4.5 20.83 0.4 284 20.17 6.5 1.5 lx(coupling)=1.46 8.67 150 18.5 285 11.5 32.4 1.598 1.46 0.027 3.8 10.12 0.3 285 11.5 0 1.5 lx(us.Tee-Br)=11.29 3.73 120 22.5 039 9.5 32.4 1.728 lx(us.90)=5.64 16.93 0.0278 0.9 20.66 0.6 039 23.9 File: C:\Users\derik\appdata\Iocal\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 204 30 4.9 16.6 1 1x(BM.Tee-Br)=5 1.29 150 11.5 435 30.5 16.6 1.101 lx(BM.90)=5 10 0.0479 -0.2 11.29 0.5 435 30.5 -6.8 1 11x(BM.Tee-Run)=11 67.92 150 11.8 447 30.5 9.8 1.101 1x(BM.Tee-Br)=5 16 0.0181 0 83.92 1.5 447 30.5 1.1 1.5 2x(Brvl.Tee-Run)=2 5.84 150 13.3 456 30.5 10.9 1.598 1x(BM.Tee-Br)=8 10 0.0036 0 15.841 1 0.1 456 13.4 Path No: 5 GPM1 -3 100 8 1 150 36.2 UG1 -3 100 7.98 0 0.0001 0 1 0 UG1 36.2 Path No: 6 478 30.5 0 1 2x(BM.Tee-Run)=2 11.74 150 8.1 480 30.5 6.3 1.101 2 0.008 0 13.74 0.1 480 8.2 Path No: 7 471 30.5 0 1 2x(BM.90)=10 5 150 10.4 528 32.5 3.3 1.101 1x(BM.Tee-Br)=5 15 0.0024 -0.9 20 0.0 528 32.5 0 1 1x(BM.Tee-Run)=1 24.72 150 9.5 470 30.5 3.3 1.101 1x(BM.Tee-Br)=5 21 0.0024 0.9 3x(BM.90)=15 1 45.72 0.1 470 10.5 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright 2002-2012 Tyco Fire Protection Products Page 8 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 109 20.17 0 1.5 2x(BM.Tee-Br)=16 4.2 150 18.3 110 20.17 6.5 1.598 16 0.0014 0 20.2 0.0 110 20.17 -1.2 1.5 1x(BM.Tee-Run)=1 7.13 150 18.4 112 20.17 5.3 1.598 lx(BM.90)=8 9 0.001 0 16.13 0.0 112 20.17 -1.1 1.5 1x(BM.Tee-Run)=1 10.63 150 18.4 210 20.17 4.3 1.598 2x(BM.Tee-Br)=16 17 0.0006 0 27.63 0.0 210 20.17 -1.6 1.5 7x(BM.Tee-Run)=7 106.66 150 18.4 198 20.17 2.7 1.598 1x(BM.Tee-Br)=8 15 0.0003 0 121.66 0.0 198 20.17 2.3 1.5 2x(BM.Tee-Run)=2 7.68 150 18.4 244 20.17 5 1.598 2 0.0008 0 9.68 0 244 20.17 0.7 1.5 1x(BM.Tee-Br)=8 5.1 150 18.4 245 20.17 5.6 1.598 8 0.0011 0 13.1 0.0 245 20.17 0.9 1.5 lx(BM.Tee-Br)=8 1.72 150 18.4 284 20.17 6.5 1.598 8 0.0014 0 9.72 0.0 284 18.5 Path No: 9 514 30.5 0 1 lx(BM.Tee-Br)=5 28.25 150 8.1 482 30.5 4.8 1.101 5x(BM.90)=25 30 0.0048 0 58.25 0.3 482 8.4 Path No: 10 491 30.5 0 1 5x(BM.90)=25 15.14 150 11.2 495 30.5 5.3 1.101 1x(BM.Tee-Br)=5 30 0.0059 0 45.14 0.3 495 30.5 0 1 2x(BM.Tee-Run)=2 8.66 150 11.5 493 30.5 5.3 1.101 2 0.0059 0 10.66 0.1 493 11.6 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 9 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES I frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 11 426 30.5 0 1 8x(BM.Tee-Run)=8 37.25 150 12 349 30.5 9.2 1.101 3x(BM.Tee-Br)=15 23 0.016 0 60.25 1 349 30.5 -1.8 1 1x(BM.Tee-Run)=1 2.61 150 13 348 30.5 7.4 1.101 1 0.0107 0 3.61 0.0 348 30.5 1.8 1.5 4x(BM.Tee-Run)=4 16.47 150 13 344 30.5 9.2 1.598 4 0.0026 0 20.47 0.1 344 13.1 Path No: 12 343 30.5 0 1.5 7x(BM.Tee-Run)=7 104.65 150 13.2 336 30.5 5.3 1.598 7 0.0009 0 111.65 0.1 336 30.5 -1.1 1.5 lx(BM.90)=8 2.84 150 13.3 335 30.5 4.2 1.598 8 0.0006 0 10.84 1 0 335 30.5 0 1 3x(BM.Tee-Run)=3 7.68 150 13.3 332 30.5 4.2 1.101 3 0.0038 0 10.68 0.0 332 30.5 -1.5 1 18x(BM.Tee-Run)=18 85.93 150 13.3 311 30.5 2.7 1.101 lx(BM.90)=5 23 0.0017 0 108.93 0.2 311 30.5 -0.5 1 1x(BM.Tee-Run)=1 2.72 150 13.5 310 30.5 2.2 1.101 1 0.0012 0 3.72 0 310 30.5 0.5 1 5x(BM.Tee-Run)=5 32.25 150 13.5 291 30.5 2.7 1.101 1x(BM.Tee-Br)=5 10 0.0017 0 42.25 0.1 291 30.5 0 1.5 2x(BM.Tee-Run)=2 8.32 150 13.6 288 30.5 2.7 1.598 1x(BM.Tee-Br)=8 10 0.0003 0 18.32 0 288 13.6 Path No: 13 435 30.5 0 1 6x(BM.Tee-Run)=6 40.7 150 11.8 428 30.5 6.8 1.101 1x(BM.Tee-Br)=5 11 0.0091 0 51.7 0.5 428 12.3 File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_I 342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) Wpm) (in) (It) (ft) (psi) (psi) Path No: 14 110 20.17 0 1.5 lx(BM.Tee-Br)=8 7.58 150 18.4 152 20.17 1.2 1.598 8 0.0001 0 15.58 0 152 20.17 0 1 19x(BM.Tee-Run)=19 113.25 150 18.4 131 20.17 1.2 1.101 lx(BM.Tee-Br)=5 24 0.0004 0 137.25 0.1 131 20.17 -0.5 1 6x(BM.Tee-Run)=6 41.21 150 18.4 192 20.17 0.7 1.101 lx(BM.90)=5 21 0.0002 0 2x(BM.Tee-Br)=10 62.21 0 192 20.17 0 1.5 5x(BM.Tee-Run)=5 20.62 150 18.4 197 20.17 0.7 1.598 5 0.0000 0 25.62 0 197 20.17 1.5 1.5 lx(BM.Tee-Br)=8 1.84 150 18.4 198 20.17 2.3 1.598 8 0.0002 0 9.84 0 198 18.4 Path No: 15 112 20.17 0 1 16x(BM.Tee-Run)=16 108.5 150 18.4 129 20.17 1.1 1.101 lx(BM.Tee-Br)=5 21 0.0003 0 129.5 0.0 129 20.17 0.5 1 lx(BM.Tee-Br)=5 10.63 150 18.4 197 20.17 1.5 1.101 5 0.0006 0 15.63 0 197 18.4 Path No: 16 210 20.17 0 1.5 lx(BM.90)=8 1.05 150 18.4 211 20.17 1.6 1.598 8 0.0001 0 9.05 0 211 20.17 0 1 2x(BM.Tee-Run)=2 7.17 150 18.4 213 20.17 1.6 1.101 2 0.0006 0 9.17 0 213 20.17 -0.7 1 2x(BM.Tee-Br)=10 23.91 150 18.4 222 20.17 0.9 1.101 4x(BM.Tee-Run)=4 19 0.0002 0 lx(BM.90)=5 42.91 0 222 20.17 0.7 1 4x(BM.Tee-Run)=4 19.28 150 18.4 234 20.17 1.6 1.101 4 0.0006 0 23.28 0.0 234 20.17 -0.7 1 11x(B1Vl.Tee-Run)=11 78.45 150 18.4 246 20.17 0.9 1.101 3x(BM.Tee-Br)=15 26 0.0002 0 104.45 0.0 246 20.17 0 1.5 lx(BM.Tee-Br)=8 8.32 150 18.4 245 20.17 0.9 1.598 8 0.0000 0 16.32 0 245 18.4 File: C:\Users\derik\appdata\Iocal\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyrlght© 2002-2012 Tyco Fire Protection Products Page 11 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 17 349 30.5 0 1 1x(BM.Tee-Run)=1 2.61 150 13 350 30.5 1.8 1.101 1 0.0008 0 3.61 0 350 30.5 -0.5 1 lx(BM.Tee-Br)=5 4.16 150 13 351 30.5 1.3 1.101 5 0.0004 0 9.16 0 351 30.5 0.5 1 2x(BM.Tee-Br)=10 22.52 150 13 366 30.5 1.8 1.101 3x(BM.Tee-Run)=3 13 0.0008 0 35.52 0.0 366 30.5 0 1.5 4x(BM.Tee-Run)=4 13.14 150 13 348 30.5 1.8 1.598 lx(BM.Tee-Br)=8 12 0.0001 0 25.14 0 348 13 Path No: 18 336 30.5 0 1.5 3x(BM.Tee-Run)=3 10.63 150 13.3 447 30.5 1.1 1.598 lx(BM.Tee-Br)=8 11 0.0000 0 21.63 0 447 13.3 Path No: 19 332 30.5 0 1 22x(BM.Tee-Run)=22 107.49 150 13.3 580 30.5 1.5 1.101 2x(BM.Tee-Br)=10 32 0.0005 0 139.49 0.1 580 13.4 Path No: 20 311 30.5 0 1 1x(BM.Tee-Run)=1 8.7 150 13.5 666 30.5 0.5 1.101 lx(BM.Tee-Br)=5 11 0.0001 0 lx(BM.90)=5 19.7 0 666 30.5 0 1 1x(BM.Tee-Br)=5 20.7 150 13.5 310 30.5 0.5 1.101 4x(BM.90)=20 25 0.0001 0 45.7 0 310 13.5 Path No: 21 131 20.17 0 1 1x(BM.Tee-Run)=1 9.96 150 18.4 129 20.17 0.5 1.101 1 0.0001 0 10.96 0 129 18.4 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright 2002-2012 Tyco Fire Protection Products Page 12 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES I frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 22 213 20.17 0 1 lx(BM.Tee-Br)=5 12.07 150 18.4 214 20.17 0.7 1.101 5 0.0001 0 17.07 0 214 20.17 0 1 4x(BM.Tee-Run)=4 34.96 150 18.4 222 20.17 0.7 1.101 lx(BM.Tee-Br)=5 14 0.0001 0 lx(BM.90)=5 48.96 0 222 18.4 Path No: 23 234 20.17 0 1 9x(BM.Tee-Run)=9 65.03 150 18.4 244 20.17 0.7 1.101 lx(BM.Tee-Br)=5 14 0.0001 0 79.03 0.0 244 18.4 Path No: 24 350 30.5 0 1 5x(BM.90)=25 13.71 150 13 352 30.5 0.5 1.101 lx(BM.Tee-Br)=5 30 0.0001 0 43.71 0 352 30.5 0 1 lx(BM.Tee-Br)=5 3.51 150 13 351 30.5 0.5 1.101 5 0.0001 0 8.51 0 351. 13 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 8.75 ft/s occurs in the following pipe(s): (478-518) " Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Job: WINDSOR POINT - OAK Pressure vs. Flow Function Design Area: 2; Supply Ref.: 1; Supply Name:1 EL ft Flow, gpm Pressure Loss Function Design Area: 2; BFP Ref.: 1031 (AmesC300N, Size = 6); Inlet Node: BF-l; Outlet Node: BF-0 6.1 3.1 2.1 __H'f1JiL1:I' Flow, gp.n I Device Graphs I I I I I I I I I I I I I I I I I Page 14 I 73 70 63 60 55- 50- 45- 9L 40 35 30 25- 20 I3 10 I I I I I I I I I I I I I I I I I I I Device Graphs Job: WINDSOR POINT - OAK Pressure Loss Function Design Area: 2; Valve Ref.: 1032 (GLOBE UMC, Size = 4); Inlet Node: RI-I; Outlet Node: RI-O Flow. gpm - - IL File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 15 HYDRAULIC CALCULATIONS for Job Information Project Name: WINDSOR POINT - OAK Contract No. : C7834 City: CARLSBAD, CA 92008 Project Location: 965 OAK AVENUE Date: 1/8/2021 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE. City: SANTEE, CA 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design - Remote Area Name 3 Remote Area Location ATTIC Occupancy Classification NFPA13 Density (gpm/ft2) 0.121 Area of Application (ft2) 500 Coverage per Sprinkler (ft2) 120 Number of Calculated Sprinklers 7 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 200.9 Required Pressure at Source (psi) 55.1 Type of System Wet Volume - Entire System (gal) 419.8 gal Water Supply Information Date 12/17/2019 OA K AK AVE. Source I Notes File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 1 I I I I I I I 1 I I I I I I I I I 1 I Job: WINDSOR POINT - OAK Hydraulic Analysis for: 3 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: 1 Supply Analysis Demand Hazen-Williams Water © 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 65.7 3050 43.2 I Static Pressure I Residual I j Flow I I Available I I Total Demand Required Pressure Node at Source I (psi) Pressure I (gpm) Pressure I (gpm) I (psi) (psi) I (psi) I 1 65.7 43.2 3050 65.6 200.9 55.1 Hoses Inside Hose Flow / Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 100.9 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 100.9 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 47.3 BOR -Flow (gpm) 100.9 Demand w/o System Pump(s) N/A File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 2 - - - - - - - - - - - - - - - - - - - Job WINDSOR POINT - OAK Hydraulic Analysis for: 3 File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 3 Job: WINDSOR POINT - OAK Hydraulic Analysis for: 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) SI Supply point #1 -Static 0 65.7 S2 Supply point #2 - Residual 3050 43.2 Dl Elevation Pressure 0 15.4 D2 System Demand 200.9 55.1 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin Pressure (psi) I Flow (gpm) Pressure (psi) I © Flow (gprr) Supply 65.5 227.8 10.4 200.9 Open Heads Required ___________ Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 301 Overhead 60 4.2 0.1 6 9.6 0.269 16.2 14.8 Sprinkler 302 Overhead 60 4.2 0.1 6 9.6 0.269 16.1 14.8 Sprinkler 303 Overhead Sprinkler 60 4.2 0.1 6 9.6 0.217 13 9.6 304 Overhead 60 4.2 0.1 6 9.6 0.217 13 9.6 Sprinkler 305 Overhead 60 4.2 0.1 6 9.6 0.218 13.1 9.7 Sprinkler 306 Overhead 120 4.2 0.1 12 8.2 0.125 15 12.7 Sprinkler 307 Overhead 120 4.2 0.1 12 8.2 0.121 14.6 12 Sprinkler File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDlNG_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 4 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (It) (ft) (psi) (psi) Path No: I 304 32.5 4.2 13 1 5 150 9.6 305 32.5 4.2 8.4 1.101 0 0.0137 0 5 0.1 305 32.5 4.2 13.1 1 ix(BM.Tee-Br)=5 5.84 150 9.7 482 30.5 21.5 1.101 2x(BM.90)=10 15 0.0774 0.9 20.84 1.6 482 30.5 -5 1 2x(BM.Tee-Run)=2 2.39 150 12.1 480 30.5 16.5 1.101 2 0.0474 0 4.39 0.2 480 30.5 17.6 1 9x(BM.Tee-Run)=9 38.65 150 12.4 471 30.5 34.1 1.101 9 0.1821 0 47.65 8.7 471 30.5 -5.7 1 ix(BM.Tee-Run)=1 2.39 150 21 470 30.5 28.4 1.101 1 0.1295 0 3.39 0.4 470 30.5 5.7 1 5x(BM.Tee-Run)=5 30.63 150 21.5 459 30.5 34.1 1.101 ix(BM.Tee-Br)=5 10 0.1821 0 40.63 7.4 459 30.5 0 1.5 1x(BM.Tee-Run)=1 7.58 150 28.9 456 30.5 34.1 1.598 lx(BM.Tee-Br)=8 9 0.0297 0 16.58 0.5 456 30.5 19.3 1.5 lx(BM.Tee-Run)=1 11.45 150 29.4 109 20.17 53.4 1.598 lx(BM.90)=8 9 0.068 4.5 20.45 1.4 109 20.17 -10.7 1.5 ix(coupling)=1.46 8.67 150 35.2 100 11.5 42.7 1.598 1.46 0.0449 3.8 10.12 0.5 100 11.5 0 1.5 2x(us.Tee-Br)=22.58 17.33 120 39.4 094 9.5 42.7 1.728 lx(us.90)=5.64 28.22 0.0464 0.9 45.55 2.1 094 9.5 0 3 lx(us.Tee-Br)=22.49 119.63 120 42.4 039 9.5 42.7 3.334 22.49 0.0019 0 142.12 0.3 039 9.5 58.2 3 ix(coupling)=1.5 23.44 120 42.7 Ti 9.5 100.9 3.334 1.5 0.0093 0 24.94 0.2 Ti 9.5 0 4 lx(coupling)=1.39 4.2 120 42.9 R1-O 5.8 100.9 4.31 lx(us.90)=13.94 15.33 0.0027 1.6 19.53 0.1 R1-O 5.8 0 4 0.8 0 44.6 GLOBE UMC Ri-I 5 100.9 0 0 0.6231 0.3 0.8 0.5 Ri-I 5 0 4 lx(us.Tee-Br)=27.87 1.67 120 45.4 Bi 4 100.9 4.31 lx(us.90)=13.94 41.81 0.0027 0.4 43.48 0.1 Bi 4 0 6 lx(coupling)=1.26 3 120 46 BOR 1 100.9 6.357 1.26 0.0004 1.3 4.26 0 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 5 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I BOR 1 0 6 lx(coupling)=1.73 10 140 47.3 UG4 -3 100.9 6.4 lx(us.90)=24.19 25.92 0.0003 1.7 35.92 0.0 UG4 -3 0 6 lx(coupling)=1.53 110.75 150 49 UG3 -3 100.9 6.08 2x(us.90)=42.79 65.72 0.0003 0 2x(us.45)=21.4 176.47 1 0.1 UG3 -3 0 6 lx(coupling)=1.73 6.17 140 49.1 BF-0 2 100.9 6.4 2x(us.90)=48.39 50.11 0.0003 -2.2 56.28 0.0 BF-0 2 0 6 1.58 0 46.9 AmesC300N BF-1 2 100.9 0 0 3.7778 0 *** 1.58 6 BF-I 2 0 6 lx(coupling)=1.73 7.75 140 52.9 UG2 -3 100.9 6.4 2x(us.90)=48.39 50.11 0.0003 2.2 57.86 0.0 UG2 -3 0 6 lx(us.Tee-Br)=45.85 19 150 55.1 UG1 -3 10 0. 9 6.08 45.85 0.0003 0 64.85 0.0 UG1 -3 100 8 1 150 55.1 1 -3 200.9 7.98 0 0.0003 0 1 0 1 55.1 Path No: 2 304 32.5 4.2 13 1 5 150 9.6 303 32.5 4.2 4.6 1.101 0 0.0044 0 5 0.0 303 32.5 4.2 13 1 1x(BM.Tee-Run)=1 13.89 150 9.6 480 30.5 17.6 1.101 lx(BM.Tee-Br)=5 21 0.0535 0.9 3x(BM.90)=15 1 34.89 1 1.9 480 12.4 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 307 30.5 4.2 14.6 1 lx(BM.Tee-Br)=5 0.86 150 12 486 30.5 14.6 1.101 5 0.0376 0 5.86 0.2 486 30.5 5 1 2x(BM.Tee-Run)=2 8.5 150 12.2 488 30.5 19.5 1.101 2 0.065 0 10.5 0.7 488 30.5 15 1 3x(BM.Tee-Run)=3 13.44 150 12.9 491 30.5 34.5 1.101 3 0.186 0 16.44 3.1 491 30.5 9.3 1 1x(BM.Tee-Run)=1 2.48 150 16 493 30.5 43.8 1.101 lx(BM.Tee-Br)=5 6 0.2891 0 8.48 2.5 493 30.5 23 1 1x(BM.Tee-Run)=1 5.88 150 18.4 426 30.5 66.8 1.101 1 0.6326 0 6.88 4.3 426 30.5 -22.3 1 2x(BM.Tee-Run)=2 7.54 150 22.8 428 30.5 44.5 1.101 2 0.2985 0 9.54 2.8 428 30.5 -12 1 lx(BM.Tee-Br)=5 10.63 150 25.6 344 30.5 32.6 1.101 5 0.1671 0 15.63 2.6 344 30.5 22.3 1.5 1x(BM.Tee-Run)=1 3.98 150 28.2 343 30.5 54.8 1.598 1 0.0715 0 4.98 0.4 343 30.5 -13.3 1.5 2x(BM.Tee-Run)=2 7.68 150 28.6 580 30.5 41.5 1.598 1x(BM.Tee-Br)=8 10 0.0427 0 17.68 0.8 580 30.5 1.5 1.5 lx(BM.Tee-Br)=8 5.1 150 29.3 288 30.5 43 1.598 8 0.0456 0 13.1 0.6 288 30.5 4.5 1.5 1x(BM.Tee-Run)=1 11.83 150 29.9 284 20.17 47.5 1.598 lx(BM.90)=8 9 0.0549 4.5 20.83 1.1 284 20.17 10.7 1.5 lx(coupling)=1.46 8.67 150 35.5 285 11.5 58.2 1.598 1.46 0.08 3.8 10.12 0.8 285 11.5 0 1.5 lx(us.Tee-Br)=11.29 3.73 120 40.1 039 9.5 58.2 1.728 lx(us.90)=5.64 16.93 0.0826 0.9 ______________________ 20.661 1.7 039 42.7 Path No: 4 306 30.5 4.2 15 1 lx(BM.Tee-Br)=5 0.86 150 12.7 488 30.5 15 1.101 5 0.0395 0 5.86 0.2 488 12.9 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 302 32.5 4.2 16.1 1 1x(BM.Tee-Br)=5 4.83 150 14.8 491 30.5 9.3 1.101 2x(BM.90)=10 15 0.0163 0.9 19.83 0.3 491 16 Path No: 6 302 32.5 4.2 16.1 1 5 150 14.8 301 32.5 4.2 6.9 1.101 0 0.0094 0 5 0.0 301 32.5 4.2 16.2 1 2x(BM.Tee-Run)=2 13.98 150 14.8 493 30.5 23 1.101 3x(BM.90)=15 17 0.0881 0.9 30.98 2.7 493 18.4 Path No: 7 GPM1 -3 100 8 1 150 55.1 UG1 -3 100 7.98 0 0.0001 0 1 0 UG1 55.1 Path No: 8 482 30.5 0 1 4x(BM.Tee-Run)=4 10.14 150 12.1 486 30.5 5 1.101 4 0.0052 0 14.14 0.1 486 12.2 Path No: 9 471 30.5 0 1 2x(BM.90)=10 5 150 21 528 32.5 5.7 1.101 1x(BM.Tee-Br)=5 15 0.0067 -0.9 20 0.1 528 32.5 0 1 1x(BM.Tee-Run)=1 24.72 150 20.3 470 30.5 5.7 1.101 1x(BM.Tee-Br)=5 21 0.0067 0.9 3x(BM.90)=15 1 45.72 0.3 470 21.5 File: C:\Users\derik\appdatalocal\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114j342.sv$ Date 1/8/2021 Copyright 0 2002-2012 Tyco Fire Protecon Products Page 8 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 10 109 20.17 0 1.5 2x(BM.Tee-Br)=16 4.2 150 35.2 110 20.17 10.7 1.598 16 0.0035 0 20.2 0.1 110 20.17 -2 1.5 1x(BM.Tee-Run)=1 7.13 150 35.3 112 20.17 8.7 1.598 lx(BM.90)=8 9 0.0024 0 16.131 0.0 112 20.17 -1.7 1.5 1x(BM.Tee-Run)=1 10.63 150 35.3 210 20.17 7 1.598 2x(BM.Tee-Br)=16 17 0.0016 0 27.63 0.0 210 20.17 -2.6 1.5 7x(BM.Tee-Run)=7 106.66 150 35.4 198 20.17 4.4 1.598 1x(BM.Tee-Br)=8 15 0.0007 0 121.66 0.1 198 20.17 3.7 1.5 2x(BM.Tee-Run)=2 7.68 150 35.5 244 20.17 8.1 1.598 2 0.0021 0 9.68 0.0 244 20.17 1.1 1.5 lx(BM.Tee-Br)=8 5.1 150 35.5 245 20.17 9.2 1.598 8 0.0026 0 13.1 0.0 245 20.17 1.5 1.5 1x(BM.Tee-Br)=8 1.72 150 35.5 284 20.17 10.7 1.598 8 0.0035 0 9.72 0.0 284 35.5 Path No: 11 426 30.5 0 1 8x(BM.Tee-Run)=8 37.25 150 22.8 349 30.5 22.3 1.101 3x(BM.Tee-Br)=15 23 0.0827 0 60.25 5 349 30.5 -4.4 1 1x(BM.Tee-Run)=1 2.61 150 27.7 348 30.5 17.9 1.101 1 0.055 0 3.61 0.2 348 30.5 4.4 1.5 4x(BM.Tee-Run)=4 16.47 150 27.9 344 30.5 22.3 1.598 4 0.0135 0 20.47 0.3 344 28.2 Path No: 12 428 30.5 0 1 18x(BM.Tee-Run)=18 108.62 150 25.6 447 30.5 12 1.101 2x(BM.Tee-Br)=10 28 0.0262 0 136.62 3.6 447 30.5 7.3 1.5 2x(BM.Tee-Run)=2 5.84 150 29.2 456 30.5 19.3 1.598 lx(BM.Tee-Br)=8 10 0.0103 0 1 15.84 0.2 456 29.4 File: C:\Users\derik\appdata\tocal\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 13 343 30.5 0 1.5 7x(BM.Tee-Run)=7 104.65 150 28.6 336 30.5 13.3 1.598 7 0.0052 0 111.65 0.6 336 30.5 -6 1.5 3x(BM.Tee-Run)=3 10.63 150 29.2 447 30.5 7.3 1.598 1x(BM.Tee-Br)=8 11 0.0017 0 21.63 0.0 ________ 447 29.2 Path No: 14 110 20.17 0 1.5 lx(BM.Tee-Br)=8 7.58 150 35.3 152 20.17 2 1.598 8 0.0002 0 15.58 0 152 20.17 0 1 19x(BM.Tee-Run)=19 113.25 150 35.3 131 20.17 2 1.101 lx(BM.Tee-Br)=5 24 0.0009 0 137.25 0.1 131 20.17 -0.8 1 6x(BM.Tee-Run)=6 41.21 150 35.4 192 20.17 1.2 1.101 lx(BM.90)=5 21 0.0004 0 2x(BM.Tee-Br)=10 62.21 0.0 192 20.17 0 1.5 5x(BM.Tee-Run)=5 20.62 150 35.5 197 20.17 1.2 1.598 5 0.0001 0 25.62 1 0 197 20.17 2.5 1.5 1x(BM.Tee-Br)=8 1.84 150 35.5 198 20.17 3.7 1.598 8 0.0005 0 9.84 0 198 35.5 Path No: 15 112 20.17 0 1 16x(BM.Tee-Run)=16 108.5 150 35.3 129 20.17 1.7 1.101 lx(BM.Tee-Br)=5 21 0.0007 0 129.5 0.1 129 20.17 0.8 1 1x(BM.Tee-Br)=5 10.63 150 35.4 197 20.17 2.5 1.101 5 0.0015 0 15.63 0.0 197 35.5 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 10 I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/p511/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 16 210 20.17 0 1.5 lx(BM.90)=8 1.05 150 35.4 211 20.17 2.6 1.598 8 0.0003 0 9.05 0 211 20.17 0 1 2x(BM.Tee-Run)=2 7.17 150 35.4 213 20.17 2.6 1.101 2 0.0016 0 9.17 0.0 213 20.17 -1.2 1 2x(BM.Tee-Br)=10 23.91 150 35.4 222 20.17 1.5 1.101 4x(BM.Tee-Run)=4 19 0.0005 0 lx(BM.90)=5 42.91 0.0 222 20.17 1.2 1 4x(BM.Tee-Run)=4 19.28 150 35.4 234 20.17 2.6 1.101 4 0.0016 0 23.28 0.0 234 20.17 -1.1 1 11x(BM.Tee-Run)=11 78.45 150 35.5 246 20.17 1.5 1.101 3x(BM.Tee-Br)=15 26 0.0006 0 104.45 0.1 246 20.17 0 1.5 lx(BM.Tee-Br)=8 8.32 150 35.5 245 20.17 1.5 1.598 8 0.0001 0 16.32 0 245 35.5 Path No: 17 349 30.5 0 1 1x(BM.Tee-Run)=1 2.61 150 27.7 350 30.5 4.4 1.101 1 0.0041 0 3.61 0.0 350 30.5 -1.2 1 lx(BM.Tee-Br)=5 4.16 150 27.8 351 30.5 3.2 1.101 5 0.0022 0 9.16 0.0 351 30.5 1.2 1 2x(BM.Tee-Br)=10 22.52 150 27.8 366 30.5 4.4 1.101 3x(BM.Tee-Run)=3 13 0.0041 0 35.52 0.1 366 30.5 0 1.5 4x(BM.Tee-Run)=4 13.14 150 27.9 348 30.5 4.4 1.598 1x(BM.Tee-Br)=8 12 0.0007 0 25.14 0.0 348 27.9 I I I I File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT- OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 11 I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 18 336 30.5 0 1.5 lx(BM.90)=8 2.84 150 29.2 335 30.5 6 1.598 8 0.0012 0 10.84 0.0 335 30.5 0 1 3x(BM.Tee-Run)=3 7.68 150 29.2 332 30.5 6 1.101 3 0.0074 0 10.68 0.1 332 30.5 -1.5 1 18x(BM.Tee-Run)=18 85.93 150 29.3 311 30.5 4.5 1.101 lx(BM.90)=5 23 0.0043 0 108.93 0.5 311 30.5 -0.8 1 1x(BM.Tee-Run)=1 2.72 150 29.7 310 30.5 3.7 1.101 1 0.003 0 3.72 0.0 310 30.5 0.8 1 5x(BM.Tee-Run)=5 32.25 150 29.7 291 30.5 4.5 1.101 1x(BM.Tee-Br)=5 10 0.0043 0 42.25 0.2 291 30.5 0 1.5 2x(BM.Tee-Run)=2 8.32 150 29.9 288 30.5 4.5 1.598 1x(BM.Tee-Br)=8 10 0.0007 0 18.32 0.0 288 29.9 Path No: 19 131 20.17 0 1 1x(BM.Tee-Run)=1 9.96 150 35.4 129 20.17 0.8 1.101 1 0.0002 0 10.96 0 129 35.4 Path No: 20 213 20.17 0 1 1x(BM.Tee-Br)=5 12.07 150 35.4 214 20.17 1.2 1.101 5 0.0003 0 17.07 0 214 20.17 0 1 4x(BM.Tee-Run)=4 34.96 150 35.4 222 20.17 1.2 1.101 1x(BM.Tee-Br)=5 14 0.0003 0 1x(BM.90)=5 1 48.96 0.0 222 35.4 Path No: 21 234 20.17 0 1 9x(BM.Tee-Run)=9 65.03 150 35.5 244 20.17 1.1 1.101 1x(BM.Tee-Br)=5 14 0.0003 0 79.03 0.0 244 35.5 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright® 2002-2012 Tyco Fire Protection Products Page 12 I I I I I I I I I I I I I 1 I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps1l/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 22 350 30.5 0 1 5x(BM.90)=25 13.71 150 27.8 352 30.5 1.2 1.101 lx(BM.Tee-Br)=5 30 0.0004 0 43.71 0.0 352 30.5 0 1 lx(BM.Tee-Br)=5 3.51 150 27.8 351 30.5 1.2 1.101 5 0.0004 0 1 8.51 0 351 27.8 Path No: 23 332 30.5 0 1 22x(BM.Tee-Run)=22 107.49 150 29.3 580 30.5 1.5 1.101 2x(BM.Tee-Br)=10 32 0.0006 0 139.49 0.1 580 29.3 Path No: 24 311 30.5 0 1 1x(BM.Tee-Run)=1 8.7 150 29.7 666 30.5 0.8 1.101 lx(BM.Tee-Br)=5 11 0.0002 0 lx(BM.90)=5 19.7 0 666 30.5 0 1 lx(BM.Tee-Br)=5 20.7 150 29.7 310 30.5 0.8 1.101 4x(BM.90)=20 25 0.0002 0 45.7 0 310 29.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 22.51 ft/s occurs in the following pipe(s): (426-493) " Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/20211 copynght © 2002-2012 Tyco Fire Protection Products Page 13 Job: WINDSOR POINT - OAK Cevice Graphs Pressure 'Vs. Flow Function Design Area: 3; Supply Ref.: 1; Supply Nam:1 4) 0, 0) Flowgpm I I Pressure Loss Functicn - Desgn Area: 3; BFP Ref.: 1031 (AmesC3)0N, Size = 6) Inlet Noce BF-l; Outlet Nole: BF-0 - 0, 0) I, 0) a. Flow, 9pm I I File C \Users\derlk\appdEta\IocaI\tem:\C7834 WNOSOR OINT OAK BU1LD1N3_1_3 4_142 sv$ I Date 1/8/2021 Copyriçht© 2002-2012 Tyco Fire Protection Products Fage 14 I I I I I I I I I I I I I I I I I I I I Device Graphs Job: WINDSOR POINT - OAK Pressure Loss Function Design Area: 3; Valve Ref.: 1032 (GLOBE UMC, Size = 4); Inlet Node: RI-I; Outlet Node: RIO 0.5psi@100.9gpm Flow, gpm - - File: C:\Users\derik\appdatalocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 15 HYDRAULIC CALCULATIONS for Job Information -- Project Name: WINDSOR POINT - OAK Contract No. : C7834 City: CARLSBAD, CA 92008 Project Location: 965 OAK AVENUE Date: 1/8/2021 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE. City: SANTEE, CA 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 4 Remote Area Location CC2 ATTIC Occupancy Classification NFPA13 Density (gpm/ft) 0.1 Area of Application (ft) 768 Coverage per Sprinkler (ft) 120 Number of Calculated Sprinklers 8 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 206.9 Required Pressure at Source (psi) 47.5 Type of System Wet Volume - Entire System (gal) 422.4 gal Water Supply Information 12/17/2019 Date OA K AK AVE. Source I Notes I I Date 1/8/2021 I File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Copyright® 2002-2012 Tyco Fire Protection Products Page 1 I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Analysis for: 4 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water © 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb.s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1: 1 Supply Analysis Flow (gpm) Pressure (psi) 0 65.7 3050 43.2 I Static Pressure I Residual I Flow I Available I I Total Demand I Required Pressure Node at Source I (psi) Pressure I (gpm) I Pressure I (gpm) I (psi) (psi) I (psi) I 1 65.7 43.2 3050 65.5 206.9 47.5 Hoses Inside Hose Flow/ Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) ------------------------------------------------------------------------------------ 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 106.9 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 106.9 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 39.7 BOR -Flow (gpm) 106.9 Demand w/o System Pump(s) N/A File: C:\Users\derik\appdata\local\temp'C7834 WINDSOR POINT - OAK - BUILDING_132114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 2 - - - - - - - - - - - - - - - - - - - Job: WINDSOR POINT - OAK Hydraulic Analysis for: 4 File: C:\Usersderik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 3 I I I I I I H' I Job WINDSOR POINT - OAK Hydraulic Analysis for: 4 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 - Static 0 65.7 S2 Supply point #2 - Residual 3050 43.2 Dl Elevation Pressure 0 14.7 D2 System Demand 206.9 47.5 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin Pressure (psi) I -Flow(gpm) I Pressure (psi) I @ Flow (gpm) Supply 65.5 1 262.2 18.1 j 206.9 Open Heads Required __________ Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressire (ft2) (gpm/ps1½) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 401 Overhead 120 4.2 0.1 12 8.2 0.131 15.7 14.1 Sprinkler 402 Overhead 120 4.2 0.1 12 8.2 0.116 13.9 11 Sprinkler 403 Overhead 120 4.2 0.1 12 8.2 0.129 15.5 13.6 Sprinkler 404 Overhead 120 4.2 0.1 12 8.2 0.1 12 8.2 Sprinkler 405 Overhead 120 4.2 0.1 12 8.2 0.101 12.1 8.3 Sprinkler 406 Overhead 120 4.2 0.1 12 8.2 0.1 12 8.2 Sprinkler 407 Overhead 120 4.2 0.1 12 8.2 0.102 12.3 8.5 Sprinkler 408 Overhead 120 4.2 0.1 12 8.2 0.111 13.4 10.1 Sprinkler I I I File: C:\Users\derik\appdatalocal\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_32114_1342.sv$ I Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 4 I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 404 31 4.2 12 1 2x(BM.Tee-Run)=2 12.12 150 8.2 595 30.5 12 1.101 ix(BM.Tee-Br)=5 17 0.0263 0.2 2x(BM.90)=10 29.12 0.8 595 30.5 10.6 1 6x(BM.Tee-Run)=6 24.88 150 9.1 607 30.5 22.6 1.101 6 0.0848 0 30.88 2.6 607 30.5 13.9 1 1x(BM.Tee-Run)=1 9.48 150 11.8 332 30.5 36.5 1.101 ix(BM.Tee-Br)=5 6 0.2063 0 15.48 3.2 332 30.5 12.7 1 2x(BM.Tee-Run)=2 7.68 150 15 335 30.5 49.1 1.101 ix(BM.90)=5 7 0.3582 0 14.68 5.3 335 30.5 0 1.5 ix(BM.Tee-Run)=i 2.84 150 20.2 336 30.5 49.1 1.598 1 0.0584 0 3.84 0.2 336 30.5 -10.5 1.5 3x(BM.Tee-Run)=3 10.63 150 20.4 447 30.5 38.6 1.598 ix(BM.Tee-Br)=8 11 0.0373 0 21.63 0.8 447 30.5 3.2 1.5 2x(BM.Tee-Run)=2 5.84 150 21.2 456 30.5 41.8 1.598 1x(BM.Tee-Br)=8 10 0.0432 0 15.84 0.7 456 30.5 5.6 1.5 ix(BM.Tee-Run)=i 11.45 150 21.9 109 20.17 47.4 1.598 ix(BM.90)=8 9 0.0546 4.5 20.45 1.1 109 20.17 -3.7 1.5 ix(coupling)=1.46 8.67 150 27.5 100 11.5 43.7 1.598 1.46 0.047 3.8 10.12 0.5 100 11.5 0 1.5 2x(us.Tee-Br)=22.58 17.33 120 31.8 094 9.5 43.7 1.728 ix(us.90)=5.64 28.22 0.0485 0.9 45.55 2.2 094 9.5 0 3 ix(us.Tee-Br)=22.49 119.63 120 34.8 039 9.5 43.7 3.334 22.49 0.002 0 142.12 0.3 039 9.5 63.2 3 ix(coupling)=1.5 23.44 120 35.1 Ti 9.5 106.9 3.334 1.5 0.0104 0 24.94 0.3 Ti 9.5 0 4 ix(coupling)=1.39 4.2 120 35.4 Ri-O 5.8 106.9 4.31 ix(us.90)=13.94 15.33 0.003 1.6 19.531 0.1 Ri-O 5.8 0 4 0.8 0 37 GLOBE UMC Ri-I 5 106.9 0 0 0.6232 0.3 0.8 0.5 Ri-I 5 0 4 ix(us.Tee-Br)=27.87 1.67 120 37.9 Bi 4 106.9 4.31 ix(us.90)=13.94 41.81 0.003 0.4 43.48 0.1 Bi 4 0 6 1x(coupling)=1.26 3 120 38.4 BOR 1 106.9 6.357 1.26 0.0004 1.3 4.26 0 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 I I I I I I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psW2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I BOR 1 0 6 1x(coupling)=1.73 10 140 39.7 UG4 -3 106.9 6.4 lx(us.90)=24.19 25.92 0.0003 1.7 35.92 0.0 UG4 -3 0 6 lx(coupling)=1.53 110.75 150 41.5 UG3 -3 106.9 6.08 2x(us.90)=42.79 65.72 0.0004 0 2x(us.45)=21.4 176.47 1 0.1 UG3 -3 0 6 lx(coupling)=1.73 6.17 140 41.6 BF-0 2 106.9 6.4 2x(us.90)=48.39 50.11 0.0003 -2.2 56.28 0.0 BF-0 2 0 6 1.58 0 39.4 AmesC300N BF-I 2 106.9 0 0 3.6911 0 *** 1.58 5.8 BF-1 2 0 6 lx(coupling)=1.73 7.75 140 45.3 UG2 -3 106.9 6.4 2x(us.90)=48.39 50.11 0.0003 2.2 57.86 0.0 UG2 -3 0 6 lx(us.Tee-Br)=45.85 19 150 47.4 UG1 -3 106.9 6.08 45.85 0.0004 0 64.85 0.0 UG1 -3 100 8 1 150 47.5 1 -3 206.9 7.98 0 0.0003 0 1 0 1 47.5 Path No: 2 406 31 4.2 12 1 2x(BM.Tee-Br)=10 6.13 150 8.2 591 30.5 12 1.101 1x(BM.90)=5 15 0.0263 0.2 21.13 0.6 591 30.5 1.5 1 2x(BM.Tee-Run)=2 11.5 150 8.9 589 30.5 13.5 1.101 2 0.0328 0 13.5 0.4 589 30.5 12.3 1 2x(BM.Tee-Run)=2 11.56 150 9.4 587 30.5 25.8 1.101 2 0.1085 0 13.56 1.5 587 30.5 13.4 1 6x(BM.Tee-Run)=6 31.41 150 10.9 580 30.5 39.1 1.101 1x(BM.Tee-Br)=5 11 0.2351 0 42.41 10 580 30.5 1.7 1.5 1x(BM.Tee-Br)=8 5.1 150 20.8 288 30.5 40.9 1.598 8 0.0415 0 13.1 0.5 288 30.5 18.6 1.5 1x(BM.Tee-Run)=1 11.83 150 21.4 284 20.17 59.4 1.598 lx(BM.90)=8 9 0.083 4.5 20.83 1 1.7 284 20.17 3.7 1.5 lx(coupling)=1.46 8.67 150 27.6 285 11.5 63.2 1.598 1.46 0.0929 3.8 10.12 0.9 285 11.5 0 1.5 lx(us.Tee-Br)=11.29 3.73 120 32.3 039 9.5 63.2 1.728 lx(us.90)=5.64 16.93 0.0959 0.9 20.66 2 039 35.1 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 Job WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 405 31 4.2 12.1 1 1x(BM.Tee-Br)=5 5.92 150 8.3 593 30.5 12.1 1.101 lx(BM.90)=5 10 0.0267 0.2 15.92 0.4 593 30.5 -1.5 1 2x(BM.Tee-Run)=2 8.32 150 8.9 595 30.5 10.6 1.101 2 0.0208 0 10.321 1 0.2 595 9.1 Path No: 4 407 31 4.2 12.3 1 1x(BM.Tee-Run)=1 7.52 150 8.5 589 30.5 12.3 1.101 2x(BM.Tee-Br)=10 16 0.0274 0.2 lx(BM.90)=5 23.52 0.6 589 9.4 Path No: 5 408 31 4.2 13.4 1 1x(BM.Tee-Br)=5 5.92 150 10.1 587 30.5 13.4 1.101 lx(BM.90)=5 10 0.0321 0.2 15.92 0.5 587 10.9 Path No: 6 402 31 4.2 13.9 1 1x(BM.Tee-Run)=1 5.92 150 11 607 30.5 13.9 1.101 1x(BM.Tee-Br)=5 11 0.0346 0.2 lx(BM.90)=5 16.92 0.6 607 11.8 Path No: 7 403 31 4.2 15.5 1 1x(BM.Tee-Run)=1 8.57 150 13.6 322 30.5 15.5 1.101 1x(BM.Tee-Br)=5 16 0.0422 0.2 2x(BM.90)=10 24.57 1 322 30.5 3.1 1 9x(BM.Tee-Run)=9 53.34 150 14.9 311 30.5 18.6 1.101 9 0.0591 0 62.34 1 3.7 311 30.5 -3.3 1 1x(BM.Tee-Run)=1 2.72 150 18.5 310 30.5 15.3 1.101 1 0.0413 0 3.72 0.2 310 30.5 3.3 1 5x(BM.Tee-Run)=5 32.25 150 18.7 291 30.5 18.6 1.101 1x(BM.Tee-Br)=5 10 0.0591 0 42.25 2.5 291 30.5 0 1.5 2x(BM.Tee-Run)=2 8.32 150 21.2 288 30.5 18.6 1.598 1x(BM.Tee-Br)=8 10 0.0096 0 18.32 0.2 288 21.4 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_32114_1342.sv$ Date 1/8/2021 Copyright 2002-2012 Tyco Fire Protection Products Page 7 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 401 31 4.2 15.7 1 lx(BM.Tee-Br)=5 1.48 150 14.1 331 30.5 15.7 1.101 lx(BM.90)=5 10 0.0435 0.2 11.48 0.5 331 30.5 -3.1 1 1x(BM.Tee-Run)=1 5.42 150 14.8 332 30.5 12.7 1.101 1 0.0291 0 6.42 0.2 332 15 Path No: 9 GPM1 -3 100 8 1 150 47.5 UG1 -3 100 7.98 0 0.0001 0 1 0 UG1 47.5 Path No: 10 336 30.5 0 1.5 7x(BM.Tee-Run)=7 104.65 150 20.4 343 30.5 10.5 1.598 7 0.0034 0 111.65 0.4 343 30.5 -1.7 1.5 1x(BM.Tee-Run)=1 3.98 150 20.8 344 30.5 8.8 1.598 1 0.0024 0 4.98 0.0 344 30.5 -3 1 1x(BM.Tee-Br)=5 10.63 150 20.8 428 30.5 5.8 1.101 1x(BM.Tee-Run)=1 6 0.0069 0 16.63 0.1 428 30.5 -2.6 1 18x(BM.Tee-Run)=18 108.62 150 20.9 447 30.5 3.2 1.101 2x(BM.Tee-Br)=10 28 0.0022 0 136.62 0.3 447 21.2 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pt) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 11 109 20.17 0 1.5 2x(BM.Tee-Br)=16 4.2 150 27.5 110 20.17 3.7 1.598 16 0.0005 0 20.2 0 110 20.17 -0.7 1.5 1x(BM.Tee-Run)=1 7.13 150 27.5 112 20.17 3 1.598 lx(BM.90)=8 9 0.0003 0 16.13 0 112 20.17 -0.6 1.5 1x(BM.Tee-Run)=1 10.63 150 27.5 210 20.17 2.4 1.598 2x(BM.Tee-Br)=16 17 0.0002 0 27.63 0 210 20.17 -0.9 1.5 7x(BM.Tee-Run)=7 106.66 150 27.5 198 20.17 1.5 1.598 lx(BM.Tee-Br)=8 15 0.0001 0 121.66 0.0 198 20.17 1.3 1.5 2x(BM.Tee-Run)=2 7.68 150 27.6 244 20.17 2.8 1.598 2 0.0003 0 9.68 0 244 20.17 0.4 1.5 lx(BM.Tee-Br)=8 5.1 150 27.6 245 20.17 3.2 1.598 8 0.0004 0 13.1 0 245 20.17 0.5 1.5 1x(BM.Tee-Br)=8 1.72 150 27.6 284 20.17 3.7 1.598 8 0.0005 0 9.72 0 284 27.6 Path No: 12 593 30.5 0 1 2x(BM.Tee-Run)=2 10.34 150 8.9 591 30.5 1.5 1.101 2 0.0006 0 12.34 0 591 8.9 Path No: 13 311 30.5 0 1 1x(BM.Tee-Run)=1 8.7 150 18.5 666 30.5 3.3 1.101 lx(BM.Tee-Br)=5 11 0.0024 0 lx(BM.90)=5 19.7 0.0 666 30.5 0 1 1x(BM.Tee-Br)=5 20.7 150 18.6 310 30.5 3.3 1.101 4x(BM.90)=20 25 0.0024 0 45.71 0.1 310 18.7 Path No: 14 331 30.5 0 1 8x(BM.Tee-Run)=8 27.16 150 14.8 322 30.5 3.1 1.101 lx(BM.90)=5 13 0.0021 0 40.16 0.1 322 14.9 File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copynght© 2002-2012 Tyco Fire Protection Products Page 9 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/p511/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 15 343 30.5 0 1.5 2x(BM.Tee-Run)=2 7.68 150 20.8 580 30.5 1.7 1.598 1x(BM.Tee-Br)=8 10 0.0001 0 17.68 0 580 20.8 Path No: 16 344 30.5 0 1.5 4x(BM.Tee-Run)=4 16.47 150 20.8 348 30.5 3 1.598 4 0.0003 0 20.47 0 348 30.5 -0.8 1 1x(BM.Tee-Br)=5 2.61 150 20.8 349 30.5 2.2 1.101 5 0.0012 0 7.61 0 349 30.5 0.8 1 9x(BM.Tee-Run)=9 37.25 150 20.8 426 30.5 3 1.101 2x(BM.Tee-Br)=10 19 0.002 0 56.25 0.1 426 30.5 2.6 1 1x(BM.Tee-Run)=1 5.88 150 21 493 30.5 5.6 1.101 1 0.0065 0 6.88 0.0 493 30.5 -1.6 1 2x(BM.Tee-Run)=2 2.48 150 21 491 30.5 4.1 1.101 1x(BM.Tee-Br)=5 7 0.0035 0 9.48 0.0 491 30.5 1.6 1 9x(BM.Tee-Run)=9 32.08 150 21 482 30.5 5.6 1.101 9 0.0065 0 41.08 0.3 482 30.5 -1.1 1 2x(BM.Tee-Run)=2 2.39 150 21.3 480 30.5 4.6 1.101 2 0.0044 0 4.39 0.0 480 30.5 1.1 1 9x(BM.Tee-Run)=9 38.65 150 21.3 471 30.5 5.6 1.101 9 0.0065 0 47.65 0.3 471 30.5 -0.9 1 1x(BM.Tee-Run)=1 2.39 150 21.6 470 30.5 4.7 1.101 1 0.0046 0 3.39 0.0 470 30.5 0.9 1 5x(BM.Tee-Run)=5 30.63 150 21.6 459 30.5 5.6 1.101 1x(BM.Tee-Br)=5 10 0.0065 0 40.63 0.3 459 30.5 0 1.5 1x(BM.Tee-Run)=1 7.58 150 21.9 456 30.5 5.6 1.598 lx(BM.Tee-Br)=8 9 0.0011 0 16.581 0.0 456 21.9 Path No: 17 428 30.5 0 1 2x(BM.Tee-Run)=2 7.54 150 20.9 426 30.5 2.6 1.101 2 0.0016 0 9.54 0.0 426 21 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 18 110 20.17 0 1.5 1x(BM.Tee-Br)=8 7.58 150 27.5 152 20.17 0.7 1.598 8 0.0000 0 15.58 0 152 20.17 0 1 19x(BM.Tee-Run)=19 113.25 150 27.5 131 20.17 0.7 1.101 1x(BM.Tee-Br)=5 24 0.0001 0 137.25 0.0 131 20.17 -0.3 1 6x(BM.Tee-Run)=6 41.21 150 27.6 192 20.17 0.4 1.101 lx(BM.90)=5 21 0.0001 0 2x(BM.Tee-Br)=10 62.21 0 192 20.17 0 1.5 5x(BM.Tee-Run)=5 20.62 150 27.6 197 20.17 0.4 1.598 5 0 0 25.62 0 197 20.17 0.9 1.5 lx(BM.Tee-Br)=8 1.84 150 27.6 198 20.17 1.3 1.598 8 0.0001 0 9.84 0 198 27.6 Path No: 19 112 20.17 0 1 16x(BM.Tee-Run)=16 108.5 150 27.5 129 20.17 0.6 1.101 lx(BM.Tee-Br)=5 21 0.0001 0 129.5 0.0 129 20.17 0.3 1 1x(BM.Tee-Br)=5 10.63 150 27.6 197 20.17 0.9 1.101 5 0.0002 0 15.63 0 197 27.6 Path No: 20 210 20.17 0 1.5 lx(BM.90)=8 1.05 150 27.5 211 20.17 0.9 1.598 8 0.0000 0 9.05 0 211 20.17 0 1 2x(BM.Tee-Run)=2 7.17 150 27.5 213 20.17 0.9 1.101 2 0.0002 0 9.17 0 213 20.17 -0.4 1 2x(BM.Tee-Br)=10 23.91 150 27.5 222 20.17 0.5 1.101 4x(BM.Tee-Run)=4 19 0.0001 0 lx(BM.90)=5 42.91 0 222 20.17 0.4 1 4x(BM.Tee-Run)=4 19.28 150 27.6 234 20.17 0.9 1.101 4 0.0002 0 23.28 0 234 20.17 -0.4 1 11x(BM.Tee-Run)=11 78.45 150 27.6 246 20.17 0.5 1.101 3x(BM.Tee-Br)=15 26 0.0001 0 104.45 0 246 20.17 0 1.5 1x(BM.Tee-Br)=8 8.32 150 27.6 245 20.17 0.5 1.598 8 0.0000 0 16.32 0 245 27.6 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 11 Job WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 21 348 30.5 0 1.5 4x(BM.Tee-Run)=4 13.14 150 20.8 366 30.5 0.8 1.598 2x(BM.Tee-Br)=16 20 0.0000 0 33.14 0 366 30.5 0 1 3x(BM.Tee-Run)=3 22.52 150 20.8 351 30.5 0.8 1.101 2x(BM.Tee-Br)=10 13 0.0002 0 35.52 1 0 351 30.5 -0.2 1 1x(BM.Tee-Run)=1 4.16 150 20.8 350 30.5 0.6 1.101 1 0.0001 0 5.16 0 350 30.5 0.2 1 1x(BM.Tee-Br)=5 2.61 150 20.8 349 30.5 0.8 1.101 5 0.0002 0 7.61 0 349 20.8 Path No: 22 493 30.5 0 1 1x(BM.Tee-Run)=1 8.66 150 21 495 30.5 1.6 1.101 lx(BM.90)=5 6 0.0006 0 14.66 0 495 30.5 0 1 1x(BM.Tee-Br)=5 15.14 150 21 491 30.5 1.6 1.101 4x(BM.90)=20 25 0.0006 0 40.14 0.0 491 21 Path No: 23 482 30.5 0 1 1x(BM.Tee-Br)=5 3 150 21.3 509 30.5 1.1 1.101 lx(BM.90)=5 10 0.0003 0 13 0 509 30.5 0 1 1x(BM.Tee-Run)=1 26.72 150 21.3 480 30.5 1.1 1.101 lx(BM.Tee-Br)=5 26 0.0003 0 4x(BM.90)=20 1 52.72 0.0 480 21.3 Path No: 24 471 30.5 0 1 2x(BM.90)=10 5 150 21.6 528 32.5 0.9 1.101 1x(BM.Tee-Br)=5 15 0.0002 -0.9 20 0 528 32.5 0 1 1x(BM.Tee-Run)=1 24.72 150 20.8 470 30.5 0.9 1.101 lx(BM.Tee-Br)=5 21 0.0002 0.9 3x(BM.90)=15 1 45.721 1 0.0 470 21.6 Path No: 25 131 20.17 0 1 1x(BM.Tee-Run)=1 9.96 150 27.6 129 20.17 0.3 1.101 1 0.0000 0 10.96 0 129 27.6 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_32114_1342.sv$ Date 1/8/2021 Copynght © 2002-2012 Tyco Fire Protection Products Page 12 I I I I I I I I I I I I I I Job WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps1l/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 26 213 20.17 0 1 lx(BM.Tee-Br)=5 12.07 150 27.5 214 20.17 0.4 1.101 5 0.0000 0 17.07 0 214 20.17 0 1 4x(BM.Tee-Run)=4 34.96 150 27.6 222 20.17 0.4 1.101 lx(BM.Tee-Br)=5 14 0.0000 0 lx(BM.90)=5 1 48.96 0 222 27.6 Path No: 27 234 20.17 0 1 9x(BM.Tee-Run)=9 65.03 150 27.6 244 20.17 0.4 1.101 lx(BM.Tee-Br)=5 14 0.0000 0 79.03 0 244 27.6 Path No: 28 351 30.5 0 1 lx(BM.90)=5 3.51 150 20.8 352 30.5 0.2 1.101 5 0.0000 0 8.51 0 352 30.5 0 1 lx(BM.Tee-Br)=5 13.71 150 20.8 350 30.5 0.2 1.101 4x(BM.90)=20 25 0.0000 0 38.71 1 0 350 20.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 16.56 ft/s occurs in the following pipe(s): (335-332) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. I I I I File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/20211 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 I Device Graphs Job: WINDSOR POINT - OAK Pressure vs. Flow Function Design Area: 4; Supply Ref.: 1; Supply Name:1 Flow, gpm Pressure Loss Function Design Area: 4; BFP Ref.: 1031 (AmesC300N, Size = 6); Inlet Node: BF-l; Outlet Node: BF-0 I 5.8 psI @ 106.9 9Pin E1I II: TI:1JtuILtiiT Flow, gpm File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114..1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products 75 70 63 60- 53-, a 45 4 35 a a. 25 20 5- 10 Page 14 Job: WINDSOR POINT - OAK Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 1032 (GLOBE UMC, Size c 4); Inlet Node: RI-I; Outlet Node: RI-O U I I I I U I I I I I I I I I I I I I 0.7 Flow, gpni - File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 15 HYDRAULIC CALCULATIONS for Job Information Project Name: WINDSOR POINT - OAK Contract No. : C7834 City: CARLSBAD, CA 92008 Project Location: 965 OAK AVENUE Date: 1/8/2021 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE. City: SANTEE, CA 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 5 Remote Area Location 3rd FLOOR CORRIDOR Occupancy Classification NFPA13 Density (gpm/ft2) 0.1 Area of Application (ft2) 395 Coverage per Sprinkler (ft2) 256 Number of Calculated Sprinklers 4 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 202.7 Required Pressure at Source (psi) 57.6 Type of System Wet Volume - Entire System (gal) 420.1 gal Water Supply Information 12/17/2019 Date OA K AK AVE. Source Notes File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 1 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Analysis for: 5 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: 1 Supply Analysis Demand Hazen-Williams Water © 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 65.7 3050 43.2 IStatic Pressure Residual I Flow I Available Total Demand I Required Pressure Node at Source I (psi) Pressure (gpm) Pressure (gpm) I (psi) (psi) I I (psi) 1 65.7 43.2 3050 65.6 202.7 57.6 Hoses Inside Hose Flow / Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 102.7 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 102.7 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 49.8 BOR -Flow (gpm) . 102.7 Demand w/o System Pump(s) N/A File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 2 - - - - - - - - - -. - - - - - - - - - Job: WINDSOR POINT - OAK Hydraulic Analysis for: 5 File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 3 Job: WINDSOR POINT - OAK Hydraulic Analysis for: 5 Graph Labels Label Description Values Flow (gpm) Pressure (psi) 51 Supply point #1 -Static 0 65.7 S2 Supply point #2 - Residual 3050 43.2 Dl Elevation Pressure 0 14.3 D2 I System Demand 202.7 57.6 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin Pressure (psi) I Flow (gpm) I Pressure (psi) I @ Flow (gpm) Supply 65.5 222.1 8 202.7 Open Heads Required ___________ Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/ps11/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 501 Overhead 256 4.9 0.1 25.6 27.3 0.101 25.8 27.7 Sprinkler 502 Overhead 256 4.9 0.1 25.6 27.3 0.1 25.6 27.3 Sprinkler 503 Overhead 256 4.9 0.1 25.6 27.3 0.1 25.6 27.3 Sprinkler 504 Overhead 256 4.9 0.1 25.6 27.3 0.1 25.7 27.5 Sprinkler File: C:\Users\derik\appdataMocal\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 4 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 503 30 4.9 25.6 1 ix(BM.Tee-Br)=5 2 150 27.3 339 30.5 25.6 1.101 lx(BM.90)=5 10 0.107 -0.2 12 1.3 339 30.5 -5.2 1.5 1x(BM.Tee-Run)=1 16 150 28.4 340 30.5 20.4 1.598 1 0.0114 0 17 0.2 340 30.5 25.7 1.5 3x(BM.Tee-Run)=3 40.65 150 28.6 343 30.5 46.1 1.598 3 0.0518 0 43.65 2.3 343 30.5 -7.9 1.5 2x(BM.Tee-Run)=2 7.68 150 30.8 580 30.5 38.2 1.598 lx(BM.Tee-Br)=8 10 0.0365 0 17.68 0.6 580 30.5 5.9 1.5 lx(BM.Tee-Br)=8 5.1 150 31.5 288 30.5 44.1 1.598 8 0.0477 0 13.1 0.6 288 30.5 7.2 1.5 1x(BM.Tee-Run)=1 11.83 150 32.1 284 20.17 51.3 1.598 lx(BM.90)=8 9 0.0632 4.5 20.83 1.3 284 20.17 8.5 1.5 lx(coupling)=1.46 8.67 150 37.9 285 11.5 59.9 1.598 1.46 0.0841 3.8 10.12 0.9 285 11.5 0 1.5 ix(us.Tee-Br)=11.29 3.73 120 42.5 039 9.5 59.9 1.728 ix(us.90)=5.64 16.93 0.0869 0.9 20.66 1.8 039 9.5 42.8 3 lx(coupling)=1.5 23.44 120 45.2 Ti 9.5 102.7 3.334 1.5 0.0096 0 24.94 0.2 Ti 9.5 0 4 ix(coupling)=1.39 4.2 120 45.4 Ri-O 5.8 102.7 4.31 ix(us.90)=13.94 15.33 0.0028 1.6 19.53 0.1 Ri-O 5.8 0 4 0.8 0 47.1 GLOBE UMC Ri-I 5 102.7 0 0 0.6231 0.3 0.8 0.5 Ri-I 5 0 4 ix(us.Tee-Br)=27.87 1.67 120 47.9 Bi 4 102.7 4.31 ix(us.90)=13.94 41.81 0.0028 0.4 43.48 0.1 Bi 4 0 6 ix(coupling)=1.26 3 120 48.5 BOR 1 102.7 6.357 1.26 0.0004 1.3 4.26 0 BOR 1 0 6 ix(coupling)=1.73 10 140 49.8 UG4 -3 102.7 6.4 ix(us.90)=24.19 25.92 0.0003 1.7 35.92 0.0 UG4 -3 0 6 ix(coupling)=1.53 110.75 150 51.5 UG3 -3 102.7 6.08 2x(us.90)=42.79 65.72 0.0003 0 2x(us.45)=21.4 176.47 0.1 UG3 -3 0 6 ix(coupling)=i.73 6.17 140 51.6 BF-0 2 102.7 6.4 2x(us.90)=48.39 50.11 0.0003 -2.2 56.28 0.0 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I BF-0 2 0 6 1.58 0 49.4 AmesC300N BF-I 2 102.7 0 0 3.7538 0 *** 1.58 5.9 BF-I 2 0 6 lx(coupling)=1.73 7.75 140 55.4 UG2 -3 102.7 6.4 2x(us.90)=48.39 50.11 0.0003 2.2 57.86 1 0.0 UG2 -3 0 6 1x(us.Tee-Br)=45.85 19 150 57.5 UG1 -3 102.7 6.08 45.85 0.0003 0 64.85 0.0 UG1 -3 100 8 1 150 57.6 1 -3 202.7 7.98 0 0.0003 0 1 0 1 57.6 Path No: 2 502 30 4.9 25.6 1 1x(BM.Tee-Br)=5 2 150 27.3 338 30.5 25.6 1.101 lx(BM.90)=5 10 0.1071 -0.2 12 1.3 338 30.5 5.2 1.5 1x(BM.Tee-Run)=1 16 150 28.4 337 30.5 30.8 1.598 1 0.0246 0 17 0.4 337 30.5 25.8 1.5 1x(BM.Tee-Run)=1 16 150 28.8 336 30.5 56.6 1.598 1 0.0758 0 17 1.3 336 30.5 -13.2 1.5 3x(BM.Tee-Run)=3 10.63 150 30.1 447 30.5 43.5 1.598 1x(BM.Tee-Br)=8 11 0.0465 0 21.63 1 447 30.5 2.3 1.5 2x(BM.Tee-Run)=2 5.84 150 31.1 456 30.5 45.8 1.598 1x(BM.Tee-Br)=8 10 0.0512 0 15.84 0.8 456 30.5 5.6 1.5 1x(BM.Tee-Run)=1 11.45 150 31.9 109 20.17 51.4 1.598 lx(BM.90)=8 9 0.0634 4.5 20.45 1.3 109 20.17 -8.5 1.5 lx(coupling)=1.46 8.67 150 37.7 100 11.5 42.8 1.598 1.46 0.0452 3.8 10.12 0.5 100 11.5 0 1.5 2x(us.Tee-Br)=22.58 17.33 120 41.9 094 9.5 42.8 1.728 lx(us.90)=5.64 28.22 0.0467 0.9 45.55 2.1 094 9.5 0 3 lx(us.Tee-Br)=22.49 119.63 120 44.9 039 9.5 42.8 3.334 22.49 0.0019 0 142.12 0.3 039 45.2 Path No: 3 504 30 4.9 25.7 1 1x(BM.Tee-Br)=5 2 150 27.5 340 30.5 25.7 1.101 lx(BM.90)=5 10 0.1077 -0.2 12 1.3 340 28.6 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copynght© 2002-2012 Tyco Fire Protection Products Page 6 I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 501 30 4.9 25.8 1 1x(BM.Tee-Br)=5 2 150 27.7 337 30.5 25.8 1.101 lx(BM.90)=5 10 0.1086 -0.2 12 1.3 337 28.8 Path No: 5 GPM1 -3 100 8 1 150 57.6 UG1 -3 100 7.98 0 0.0001 0 1 0 UG1 57.6 Path No: 6 339 30.5 0 1.5 1x(BM.Tee-Run)=1 16 150 28.4 338 30.5 5.2 1.598 1 0.0009 0 17 0.0 338 28.4 I I I I File: C:\Users\derik\appdata\Iocal\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1 342.sv$ Date 1/8/2021 Copyright 2002-2012 Tyco Fire Protection Products Page 7 I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES I frict (Pf) (ft) (gpm/psi'/z) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 7 343 30.5 0 1.5 1x(BM.Tee-Run)=1 3.98 150 30.8 344 30.5 7.9 1.598 1 0.002 0 4.98 0 344 30.5 -2.7 1 1x(BM.Tee-Br)=5 10.63 150 30.8 428 30.5 5.2 1.101 1x(BM.Tee-Run)=1 6 0.0055 0 16.63 0.1 428 30.5 -2.3 1 2x(BM.Tee-Run)=2 7.54 150 30.9 426 30.5 2.9 1.101 2 0.0019 0 9.54 0.0 426 30.5 2.7 1 1x(BM.Tee-Run)=1 5.88 150 30.9 493 30.5 5.6 1.101 1 0.0064 0 6.88 1 0.0 493 30.5 -1.6 1 2x(BM.Tee-Run)=2 2.48 150 31 491 30.5 4 1.101 lx(BM.Tee-Br)=5 7 0.0035 0 9.48 0.0 491 30.5 1.6 1 9x(BM.Tee-Run)=9 32.08 150 31 482 30.5 5.6 1.101 9 0.0064 0 41.08 0.3 482 30.5 -1.1 1 2x(BM.Tee-Run)=2 2.39 150 31.3 480 30.5 4.6 1.101 2 0.0044 0 4.39 0.0 480 30.5 1.1 1 9x(BM.Tee-Run)=9 38.65 150 31.3 471 30.5 5.6 1.101 9 0.0064 0 47.65 0.3 471 30.5 -0.9 1 1x(BM.Tee-Run)=1 2.39 150 31.6 470 30.5 4.7 1.101 1 0.0046 0 3.39 0.0 470 30.5 0.9 1 5x(BM.Tee-Run)=5 30.63 150 31.6 459 30.5 5.6 1.101 lx(BM.Tee-Br)=5 10 0.0064 0 40.63 0.3 459 30.5 0 1.5 1x(BM.Tee-Run)=1 7.58 150 31.9 456 30.5 5.6 1.598 lx(BM.Tee-Br)=8 9 0.001 0 16.58 0.0 456 31.9 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 Job WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 336 30.5 0 1.5 lx(BM.90)=8 2.84 150 30.1 335 30.5 13.2 1.598 8 0.0051 0 10.84 0.1 335 30.5 0 1 3x(BM.Tee-Run)=3 7.68 150 30.1 332 30.5 13.2 1.101 3 0.0312 0 10.68 0.3 332 30.5 -5.9 1 18x(BM.Tee-Run)=18 85.93 150 30.5 311 30.5 7.2 1.101 lx(BM.90)=5 23 0.0103 0 108.93 1.1 311 30.5 -1.3 1 1x(BM.Tee-Run)=1 2.72 150 31.6 310 30.5 6 1.101 1 0.0072 0 3.72 0.0 310 30.5 1.3 1 5x(BM.Tee-Run)=5 32.25 150 31.6 291 30.5 7.2 1.101 1x(BM.Tee-Br)=5 10 0.0103 0 42.25 0.4 291 30.5 0 1.5 2x(BM.Tee-Run)=2 8.32 150 32.1 288 30.5 7.2 1.598 1x(BM.Tee-Br)=8 10 0.0017 0 18.32 0.0 288 32.1 Path No: 9 109 20.17 0 1.5 2x(BM.Tee-Br)=16 4.2 150 37.7 110 20.17 8.5 1.598 16 0.0023 0 20.2 0.0 110 20.17 -1.6 1.5 1x(BM.Tee-Run)=1 7.13 150 37.7 112 20.17 7 1.598 lx(BM.90)=8 9 0.0016 0 16.13 0.0 112 20.17 -1.4 1.5 1x(BM.Tee-Run)=1 10.63 150 37.7 210 20.17 5.6 1.598 2x(BM.Tee-Br)=16 17 0.001 0 27.63 0.0 210 20.17 -2.1 1.5 7x(BM.Tee-Run)=7 106.66 150 37.8 198 20.17 3.5 1.598 1x(BM.Tee-Br)=8 15 0.0004 0 121.66 0.1 198 20.17 3 1.5 2x(BM.Tee-Run)=2 7.68 150 37.8 244 20.17 6.5 1.598 2 0.0014 0 9.68 0.0 244 20.17 0.9 1.5 1x(BM.Tee-Br)=8 5.1 150 37.8 245 20.17 7.4 1.598 8 0.0017 0 13.1 0.0 245 20.17 1.2 1.5 lx(BM.Tee-Br)=8 1.72 150 37.9 284 20.17 8.5 1.598 8 0.0023 0 9.72 0.0 284 37.9 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 10 344 30.5 0 1.5 4x(BM.Tee-Run)=4 16.47 150 30.8 348 30.5 2.7 1.598 4 0.0003 0 20.47 0 348 30.5 -0.7 1 lx(BM.Tee-Br)=5 2.61 150 30.8 349 30.5 2 1.101 5 0.001 0 7.61 0 349 30.5 0.7 1 9x(BM.Tee-Run)=9 37.25 150 30.8 426 30.5 - 2.7 1.101 2x(BM.Tee-Br)=10 19 0.0017 0 56.25 0.1 426 30.9 Path No: 11 428 30.5 0 1 18x(BM.Tee-Run)=18 108.62 150 30.9 447 30.5 2.3 1.101 2x(BM.Tee-Br)=10 28 0.0012 0 136.62 0.2 447 31.1 Path No: 12 493 30.5 0 1 1x(BM.Tee-Run)=1 8.66 150 31 495 30.5 1.6 1.101 lx(BM.90)=5 6 0.0006 0 14.66 0 495 30.5 0 1 1x(BM.Tee-Br)=5 15.14 150 31 491 30.5 1.6 1.101 4x(BM.90)=20 25 0.0006 0 40.14 0.0 491 31 Path No: 13 482 30.5 0 1 lx(BM.Tee-Br)=5 3 150 31.3 509 30.5 1.1 1.101 lx(BM.90)=5 10 0.0003 0 13 0 509 30.5 0 1 1x(BM.Tee-Run)=1 26.72 150 31.3 480 30.5 1.1 1.101 1x(BM.Tee-Br)=5 26 0.0003 0 4x(BM.90)=20 1 52.721 1 0.0 480 31.3 Path No: 14 471 30.5 0 1 2x(BM.90)=10 5 150 31.6 528 32.5 0.9 1.101 lx(BM.Tee-Br)=5 15 0.0002 -0.9 20 0 528 32.5 0 1 1x(BM.Tee-Run)=1 24.72 150 30.7 470 30.5 0.9 1.101 1x(BM.Tee-Br)=5 21 0.0002 0.9 3x(BM.90)=15 1 45.72 0.0 470 31.6 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_321 14_i 342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 15 332 30.5 0 1 22x(BM.Tee-Run)=22 107.49 150 30.5 580 30.5 5.9 1.101 2x(BM.Tee-Br)=10 32 0.0071 0 139.49 1 580 31.5 Path No: 16 311 30.5 0 1 1x(BM.Tee-Run)=1 8.7 150 31.6 666 30.5 1.3 1.101 lx(BM.Tee-Br)=5 11 0.0004 0 lx(BM.90)=5 19.7 0 666 30.5 0 1 lx(BM.Tee-Br)=5 20.7 150 31.6 310 30.5 1.3 1.101 4x(BM.90)=20 25 0.0004 0 1 45.71 1 0.0 310 31.6 Path No: 17 110 20.17 0 1.5 lx(BM.Tee-Br)=8 7.58 150 37.7 152 20.17 1.6 1.598 8 0.0001 0 15.58 0 152 20.17 0 1 19x(BM.Tee-Run)=19 113.25 150 37.7 131 20.17 1.6 1.101 lx(BM.Tee-Br)=5 24 0.0006 0 137.25 0.1 131 20.17 -0.6 1 6x(BM.Tee-Run)=6 41.21 150 37.8 192 20.17 1 1.101 lx(BM.90)=5 21 0.0002 0 2x(BM.Tee-Br)=10 62.21 0.0 192 20.17 0 1.5 5x(BM.Tee-Run)=5 20.62 150 37.8 197 20.17 1 1.598 5 0.0000 0 25.62 0 197 20.17 2 1.5 lx(BM.Tee-Br)=8 1.84 150 37.8 198 20.17 3 1.598 8 0.0003 0 9.84 0 198 37.8 Path No: 18 112 20.17 0 1 16x(BM.Tee-Run)=16 108.5 150 37.7 129 20.17 1.4 1.101 lx(BM.Tee-Br)=5 21 0.0005 0 129.5 0.1 129 20.17 0.6 1 lx(BM.Tee-Br)=5 10.63 150 37.8 197 20.17 2 1.101 5 0.001 0 15.63 0.0 197 37.8 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_321141342sv$ Date 1/8/2021 Copyright ©2002-2012 Tyco Fire Protecthn Products Page 11 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 19 210 20.17 0 1.5 lx(BM.90)=8 1.05 150 37.8 211 20.17 2.1 1.598 8 0.0002 0 9.05 0 211 20.17 0 1 2x(BM.Tee-Run)=2 7.17 150 37.8 213 20.17 2.1 1.101 2 0.001 0 9.17 0 213 20.17 -0.9 1 2x(BM.Tee-Br)=10 23.91 150 37.8 222 20.17 1.2 1.101 4x(BM.Tee-Run)=4 19 0.0003 0 lx(BM.90)=5 42.91 0.0 222 20.17 0.9 1 4x(BM.Tee-Run)=4 19.28 150 37.8 234 20.17 2.1 1.101 4 0.001 0 23.28 0.0 234 20.17 -0.9 1 11x(BM.Tee-Run)=11 78.45 150 37.8 246 20.17 1.2 1.101 3x(BM.Tee-Br)=15 26 0.0004 0 104.45 0.0 246 20.17 0 1.5 1x(BM.Tee-Br)=8 8.32 150 37.9 245 20.17 1.2 1.598 8 0.0001 0 16.32 0 245 37.9 Path No: 20 348 30.5 0 1.5 4x(BM.Tee-Run)=4 13.14 150 30.8 366 30.5 0.7 1.598 2x(BM.Tee-Br)=16 20 0.0000 0 33.14 0 366 30.5 0 1 3x(BM.Tee-Run)=3 22.52 150 30.8 351 30.5 0.7 1.101 2x(BM.Tee-Br)=10 13 0.0001 0 35.52 0 351 30.5 -0.2 1 1x(BM.Tee-Run)=1 4.16 150 30.8 350 30.5 0.5 1.101 1 0.0001 0 - 5.16 1 0 350 30.5 0.2 1 1x(BM.Tee-Br)=5 2.61 150 30.8 349 30.5 0.7 1.101 5 0.0001 0 7.61 0 349 30.8 Path No: 21 131 20.17 0 1 1x(BM.Tee-Run)=1 9.96 150 37.8 129 20.17 0.6 1.101 1 0.0001 0 10.96 0 129 37.8 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 12 I I I I I I I I I I I I 1 I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 22 213 20.17 0 1 lx(BM.Tee-Br)=5 12.07 150 37.8 214 20.17 0.9 1.101 5 0.0002 0 17.07 0 214 20.17 0 1 4x(BM.Tee-Run)=4 34.96 150 37.8 222 20.17 0.9 1.101 lx(BM.Tee-Br)=5 14 0.0002 0 lx(BM.90)=5 1 48.961 1 0.0 222 37.8 Path No: 23 234 20.17 0 1 9x(BM.Tee-Run)=9 65.03 150 37.8 244 20.17 0.9 1.101 lx(BM.Tee-Br)=5 14 0.0002 0 79.03 0.0 244 37.8 Path No: 24 351 30.5 0 1 lx(BM.90)=5 3.51 150 30.8 352 30.5 0.2 1.101 5 0.0000 0 8.51 0 352 30.5 0 1 lx(BM.Tee-Br)=5 13.71 150 30.8 350 30.5 0.2 1.101 4x(BM.90)=20 25 0.0000 0 38.711 1 01 _____ 350 30.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 9.58 ft/s occurs in the following pipe(s): (285-284) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. I I 1 I File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114j1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 I Device Graphs Job :WINDSORPDINT-OAK Pressure vs. Flow Function Design Area: 5; Supply Ref.: 1; Supply Name:1 — -— 75 70 63 60 35 50 45 40 a 35- 3 0 25- 20- 15 I0 Flow, gpm Pressure Loss Function Design Area: 5; BFP Ref.: 1031 (AmesC300N, Size = 6); Inlet Node: BF-l; Outlet Itde: BF-0 0.1 II77I4I LE.I/tIT 2 4.1 1TLL4 JJit .LHLI1H = Flow, 9pm - File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR FC:INT - OAK - EJLD "IG_1_32111_1342sv$ Date 1/8/2021 Copyrigt© 2002-2012 Tyco Fire Protection Products - Page 14 U U I I I I I I I I I I I I Device Graphs Job WINDSOR POINT - OAK Pressure Loss Function Design Area: 5; Valve Ref.: 1032 (GLOBE UMC, Size = 4); Inlet Node: R14; Outlet Node: RI-O Flow, gpm - - I I I I I File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 15 HYDRAULIC CALCULATIONS for Job Information Project Name: WINDSOR POINT - OAK Contract No. : C7834 City: CARLSBAD, CA 92008 Project Location: 965 OAK AVENUE Date: 1/8/2021 Contractor Information Name of Contractor: INNOVATIVE FIRE PROTECTION Address: 8779 COTTONWOOD AVE. City: SANTEE, CA 92071 Phone Number: (619) 593-8200 E-mail: DERIK@IFPINC.NET Name of Designer: DERIK BROOKS Authority Having Jurisdiction: CARLSBAD FIRE AUTHORITY Design Remote Area Name 6 Remote Area Location 2nd FLOOR LOBBY/MANAGER Occupancy Classification NFPA13 Density (gpm/ft2) 0.1 Area of Application (ft2) 530 Coverage per Sprinkler (ft2) 196 Number of Calculated Sprinklers 6 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 240 Required Pressure at Source (psi) 62.6 Type of System Wet Volume - Entire System (gal) 425.7 gal Water Supply Information 12/17/2019 Date OA K AK AVE. Source Notes File: C:\Users\derik\appdata\IocaI\temp\C7834 WINDSOR POINT - OAK - BUlLDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 1 Job: WINDSOR POINT - OAK Hydraulic Analysis for: 6 Calculation Info Calculation Mode Demand Hydraulic Model . Hazen-Williams Fluid Name Water © 60F (15.6C) Fluid Weight, (lb/ft3 ) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lbs/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters -- Supplyl :1 Supply Analysis Flow (gpm) Pressure (psi) 0 1 65.7 3050 43.2 I Static Pressure I Residual I I Flow Available I I Total Demand I I Required Pressure Node at Source I (psi) I Pressure (gpm) Pressure I (gpm) I (psi) (psi) I I (psi) I 65.7 43.2 3050 65.5 240 62.6 Hoses Inside Hose Flow! Standpipe Demand (gpm) 100 Outside Hose Flow (gpm) . 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) . 100 Sprinklers Ovehead Sprinkler Flow (gpm) 140 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) . 140 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 55.9 BOR -Flow (gpm) 140 Demand w/o System Pump(s) N/A File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_32114_1 342.sv$ Date 1/8/2021 Copyright ©2002-2012 Tyco Fire Protection Products Page 2 — — — — — — — — — — — — — — — — — — — Job: WINDSOR POINT - OAK Hydraulic Analysis for: 6 Supply System Demand 0 Available At Source 90 l+ • + 4 • 4 oI 4 I f I I 8 - 65.5 psi @240 gpm t 6 CL IC ' 2, 30 D1 lUll H 0 1000 1500 2000 2500 3000 350 Flow, gpm File: C:\Users\derik\appdataMocal\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 3 Job: WINDSOR POINT - OAK Hydraulic Analysis for: 6 Graph Labels Label Description Values Flow (gpm) Pressure (psi) SI Supply point #1 -Static 0 65.7 S2 Supply point #2 - Residual 3050 43.2 Dl Elevation Pressure 0 9.8 D2 I System Demand 240 62.6 Curve Intersections & Safety Margins Curve Name Intersection I Safety Marg n Pressure (psi) I Flow (gpm) I Pressure (psi) I @ Flow (;pm) Supply 65.5 247.1 2.9 240 Open Heads Required Calcuated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressue (ft2) (gpm.'psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) si) 601 Overhead 196 5.6 0.1 19.6 12.3 0.148 289 26.7 Sprinkler 602 Overhead 196 5.6 0.1 19.6 12.3 0.133 26 21.7 Sprinkler 603 Overhead 196 5.6 0.1 19.6 12.3 0.117 22 9 16.7 Sprinkler 604 Overhead 196 5.6 0.1 19.6 12.3 0.116 22 8 16.6 Sprinkler 605 Overhead 196 5.6 0.1 19.6 12.3 0.1 19 6 12.2 Sprinkler 606 Overhead 196 5.6 0.1 19.6 12.3 0.1 196 12.3 Sprinkler File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_32114_1342.sv$ Date 1/8/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 605 19.67 5.6 19.6 1 ix(BM.Tee-Br)=5 5.55 150 12.2 713 20.17 19.6 1.101 lx(BM.90)=5 10 0.0653 -0.2 15.55 1 713 20.17 19.6 1 ix(BM.Tee-Run)=i 9.04 150 13 710 20.17 39.2 1.101 2x(BM.90)=10 ii 0.2358 0 20.04 4.7 710 20.17 45.7 1.5 5x(BM.Tee-Run)=5 24.1 150 17.8 704 20.17 84.9 1.598 lx(BM.90)=8 13 0.1607 0 37.1 6 704 20.17 26.1 1.5 lx(BM.Tee-Run)=1 10.5 150 23.7 193 20.17 111 1.598 lx(BM.Tee-Br)=8 9 0.2641 0 19.5 5.2 193 20.17 2.8 1.5 4x(BM.Tee-Run)=4 18.39 150 28.9 197 20.17 113.8 1.598 4 0.2765 0 22.39 6.2 197 20.17 -2.3 1.5 lx(BM.Tee-Run)=1 1.84 150 35.1 198 20.17 111.5 1.598 1 0.2664 0 2.84 0.8 198 20.17 -31.4 1.5 2x(BM.Tee-Run)=2 7.68 150 35.8 244 20.17 80.2 1.598 lx(BM.Tee-Br)=8 10 0.1444 0 17.68 2.6 244 20.17 -5.9 1.5 lx(BM.Tee-Br)=8 5.1 150 38.4 245 20.17 74.3 1.598 8 0.1254 0 13.1 1.6 245 20.17 7.1 1.5 lx(BM.Tee-Br)=8 1.72 150 40 284 20.17 81.4 1.598 8 0.1486 0 9.72 1.4 284 20.17 1.6 1.5 lx(coupling)=1.46 8.67 150 41.5 285 11.5 83 1.598 1.46 0.154 3.8 10.12 1.6 285 11.5 0 1.5 ix(us.Tee-Br)=11.29 3.73 120 46.8 039 9.5 83 1.728 ix(us.90)=5.64 16.93 0.159 0.9 20.66 3.3 039 9.5 57 3 ix(coupling)=1.5 23.44 120 50.9 Ti 9.5 140 3.334 1.5 0.0171 0 24.94 0.4 Ti 9.5 0 4 ix(coupling)=1.39 4.2 120 51.4 Ri-O 5.8 140 4.31 ix(us.90)=13.94 15.33 0.0049 1.6 19.53 0.1 Ri-O 5.8 0 4 0.8 0 53.1 GLOBE UMC Ri-I 5 140 0 0 0.6242 0.3 0.8 0.5 Ri-I 5 0 4 ix(us.Tee-Br)=27.87 1.67 120 53.9 Bi 4 140 4.31 ix(us.90)=13.94 41.81 0.0049 0.4 43.48 0.2 Bi 4 0 6 ix(coupling)=1.26 3 120 54.6 BOR 1 140 6.357 1.26 0.0007 1.3 4.26 0 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_132114_1 342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 Job WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I BOR 1 0 6 lx(coupling)=1.73 10 140 55.9 UG4 -3 140 6.4 lx(us.90)=24.19 25.92 0.0005 1.7 35.92 0.0 UG4 -3 0 6 lx(coupling)=1.53 110.75 150 57.6 UG3 -3 140 6.08 2x(us.90)=42.79 65.72 0.0006 0 2x(us.45)=21.4 176.47 1 0.1 UG3 -3 0 6 lx(coupling)=1.73 6.17 140 57.7 BF-0 2 140 6.4 2x(us.90)=48.39 50.11 0.0005 -2.2 56.28 0.0 BF-0 2 0 6 1.58 0 55.6 AmesC300N BF-I 2 140 0 0 2.9869 0 *** 1.58 4.7 BF-1 2 0 6 lx(coupling)=1.73 7.75 140 60.3 UG2 -3 140 6.4 2x(us.90)=48.39 50.11 0.0005 2.2 57.86 0.0 UG2 -3 0 6 lx(us.Tee-Br)=45.85 19 150 62.5 UG1 -3 140 6.08 45.85 0.0006 0 64.85 0.0 UG1 -3 100 8 1 150 62.6 1 -3 240 7.98 0 0.0004 0 1 0 1 62.6 Path No: 2 606 19.67 5.6 19.6 1 1x(BM.Tee-Br)=5 5.29 150 12.3 713 20.17 19.6 1.101 lx(BM.90)=5 10 0.0654 -0.2 15.29 1 713 13 Path No: 3 604 19.67 5.6 22.8 1 1x(BM.Tee-Br)=5 6.29 150 16.6 710 20.17 22.8 1.101 lx(BM.90)=5 10 0.0864 -0.2 16.29 1.4 710 17.8 Path No: 4 603 19.67 5.6 22.9 1 1x(BM.Tee-Br)=5 4.55 150 16.7 710 20.17 22.9 1.101 lx(BM.90)=5 10 0.0871 -0.2 14.55 1.3 710 17.8 Path No: 5 602 19.67 5.6 26.1 1 1x(BM.Tee-Br)=5 9.89 150 21.7 704 20.17 26.1 1.101 lx(BM.90)=5 10 0.1111 -0.2 19.89 2.2 704 23.7 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 601 19.67 5.6 28.9 1 lx(BM.Tee-Br)=5 7.65 150 26.7 191 20.17 28.9 1.101 lx(BM.90)=5 10 0.1344 -0.2 17.65 2.4 191 20.17 -2.8 1 5x(BM.Tee-Run)=5 38.46 150 28.9 131 20.17 26.2 1.101 2x(BM.Tee-Br)=10 15 0.1115 0 53.46 6 131 20.17 -11.3 1 18x(BM.Tee-Run)=18 113.25 150 34.8 152 20.17 14.9 1.101 2x(BM.Tee-Br)=10 28 0.0392 0 141.25 5.5 152 20.17 0 1.5 1x(BM.Tee-Br)=8 7.58 150 40.4 110 20.17 14.9 1.598 8 0.0064 0 15.58 0.1 110 20.17 43.7 1.5 lx(BM.Tee-Br)=8 4.2 150 40.5 109 20.17 58.6 1.598 8 0.0808 0 12.2 1 109 20.17 -1.6 1.5 lx(coupling)=1.46 8.67 150 41.5 100 11.5 57 1.598 1.46 0.0769 3.8 10.12 0.8 100 11.5 0 1.5 2x(us.Tee-Br)=22.58 17.33 120 46 094 9.5 57 1.728 lx(us.90)=5.64 28.22 0.0794 0.9 45.55 3.6 094 9.5 0 3 lx(us.Tee-Br)=22.49 119.63 120 50.5 039 9.5 57 3.334 22.49 0.0032 0 142.12 0.5 039 50.9 Path No: 7 GPM1 -3 100 8 1 150 62.6 UG1 -3 100 7.98 0 0.0001 0 1 0 UG1 62.6 Path No: 8 197 20.17 0 1 lx(BM.Tee-Br)=5 10.63 150 35.1 129 20.17 2.3 1.101 5 0.0012 0 15.63 0.0 129 20.17 11.3 1 17x(BM.Tee-Run)=17 108.5 150 35.1 112 20.17 13.5 1.101 lx(BM.Tee-Br)=5 22 0.0329 0 130.5 4.3 112 20.17 30.1 1.5 lx(BM.Tee-Br)=8 7.13 150 39.4 110 20.17 43.7 1.598 lx(BM.90)=8 16 0.0469 0 23.13 1.1 110 40.5 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/p511/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 198 20.17 0 1.5 7x(BM.Tee-Run)=7 106.66 150 35.8 210 20.17 31.4 1.598 1x(BM.Tee-Br)=8 15 0.0254 0 121.66 3.1 210 20.17 -1.2 1.5 1x(BM.Tee-Run)=1 10.63 150 38.9 112 20.17 30.1 1.598 lx(BM.Tee-Br)=8 9 0.0236 0 19.63 0.5 112 39.4 Path No: 10 244 20.17 0 1 10x(BM.Tee-Run)=10 65.03 150 38.4 234 20.17 5.9 1.101 1x(BM.Tee-Br)=5 15 0.0071 0 80.03 0.6 234 20.17 1.2 1 11x(BM.Tee-Run)=11 78.45 150 39 246 20.17 7.1 1.101 3x(BM.Tee-Br)=15 26 0.0101 0 104.45 1.1 246 20.17 0 1.5 1x(BM.Tee-Br)=8 8.32 150 40 245 20.17 7.1 1.598 8 0.0016 0 16.32 0.0 245 40 Path No: 11 191 20.17 0 1 1x(BM.Tee-Run)=1 2.75 150 28.9 192 20.17 2.8 1.101 1 0.0018 0 3.75 0 192 20.17 0 1.5 lx(BM.90)=8 2.24 150 28.9 193 20.17 2.8 1.598 8 0.0003 0 10.24 0 193 28.9 Path No: 12 131 20.17 0 1 1x(BM.Tee-Run)=1 9.96 150 34.8 129 20.17 11.3 1.101 1 0.0235 0 10.96 0.3 129 35.1 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright 2002-2012 Tyco Fire Protection Products Page 8 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps1½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 13 109 20.17 0 1.5 1x(BM.Tee-Run)=1 11.45 150 41.5 456 30.5 1.6 1.598 lx(BM.90)=8 9 0.0001 -4.5 20.45 0 456 30.5 -0.3 1.5 2x(BM.Tee-Run)=2 5.84 150 37 447 30.5 1.3 1.598 lx(BM.Tee-Br)=8 10 0.0001 0 15.84 0 447 30.5 -0.2 1.5 3x(BM.Tee-Run)=3 10.63 150 37 336 30.5 1.1 1.598 3 0.0000 0 13.63 0 336 30.5 -0.4 1.5 6x(BM.Tee-Run)=6 104.65 150 37 343 30.5 0.6 1.598 1x(BM.Tee-Br)=8 14 0.0000 0 118.65 0 343 30.5 0.5 1.5 1x(BM.Tee-Run)=1 7.68 150 37 580 30.5 1.1 1.598 1x(BM.Tee-Br)=8 9 0.0001 0 16.68 0 580 30.5 0.2 1.5 1x(BM.Tee-Run)=1 5.1 150 37 288 30.5 1.3 1.598 1 0.0001 0 6.1 0 288 30.5 0.2 1.5 1x(BM.Tee-Br)=8 11.83 150 37 284 20.17 1.6 1.598 lx(BM.90)=8 16 0.0001 4.5 27.83 0 284 41.5 Path No: 14 210 20.17 0 1.5 1x(BM.Tee-Br)=8 1.05 150 38.9 211 20.17 1.2 1.598 8 0.0001 0 9.05 0 211 20.17 0 1 1x(BM.Tee-Run)=1 7.17 150 38.9 213 20.17 1.2 1.101 lx(BM.90)=5 6 0.0004 0 13.17 0 213 20.17 -0.5 1 4x(BM.Tee-Run)=4 23.91 150 38.9 222 20.17 0.7 1.101 1x(BM.Tee-Br)=5 14 0.0001 0 lx(BM.90)=5 37.91 0 222 20.17 0.5 1 3x(BM.Tee-Run)=3 19.28 150 38.9 234 20.17 1.2 1.101 1x(BM.Tee-Br)=5 8 0.0004 0 27.28 0.0 234 39 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDING_1_32114_1342.sv$ Date 1/8/2021 copynght © 2002-2012 Tyco Fire Protection Products Page 9 I I I I I I I I 1 I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (It) (ft) (psi) (psi) Path No: 15 456 30.5 0 1.5 1x(BM.Tee-Run)=1 7.58 150 37 459 30.5 0.3 1.598 lx(BM.Tee-Br)=8 9 0 0 16.58 0 459 30.5 0 1 5x(BM.Tee-Run)=5 30.63 150 37 470 30.5 0.3 1.101 1x(BM.Tee-Br)=5 10 0.0000 0 40.63 0 470 30.5 -0.1 1 1x(BM.Tee-Run)=1 2.39 150 37 471 30.5 0.2 1.101 1 0.0000 0 3.39 0 471 30.5 0.1 1 9x(BM.Tee-Run)=9 38.65 150 37 480 30.5 0.3 1.101 9 0.0000 0 47.65 0 480 30.5 -0.1 1 2x(BM.Tee-Run)=2 2.39 150 37 482 30.5 0.2 1.101 2 0.0000 0 4.39 0 482 30.5 0.1 1 9x(BM.Tee-Run)=9 32.08 150 37 491 30.5 0.3 1.101 9 0.0000 0 41.08 0 491 30.5 -0.1 1 2x(BM.Tee-Run)=2 2.48 150 37 493 30.5 0.2 1.101 1x(BM.Tee-Br)=5 7 0.0000 0 9.48 0 493 30.5 0.1 1 1x(BM.Tee-Run)=1 5.88 150 37 426 30.5 0.3 1.101 1 0.0000 0 6.88 0 426 30.5 -0.1 1 8x(BM.Tee-Run)=8 37.25 150 37 349 30.5 0.2 1.101 2x(BM.Tee-Br)=10 18 0 0 55.25 0 349 30.5 0.0 1 lx(BM.Tee-Br)=5 2.61 150 37 348 30.5 0.1 1.101 5 0 0 7.61 0 348 30.5 0.0 1.5 4x(BM.Tee-Run)=4 16.47 150 37 344 30.5 0.2 1.598 4 0 0 20.47 0 344 30.5 0.3 1.5 1x(BM.Tee-Run)=1 3.98 150 37 343 30.5 0.5 1.598 1 0.0000 0 4.98 0 343 37 Path No: 16 447 30.5 0 1 18x(BM.Tee-Run)=18 108.62 150 37 428 30.5 0.2 1.101 2x(BM.Tee-Br)=10 28 0.0000 0 136.62 0 428 30.5 0.1 1 1x(BM.Tee-Br)=5 10.63 150 37 344 30.5 0.3 1.101 1x(BM.Tee-Run)=1 6 0.0000 0 16.63 0 344 37 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 10 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/p5i'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 17 336 30.5 0 1.5 1x(BM.Tee-Br)=8 2.84 150 37 335 30.5 0.4 1.598 8 0 0 10.84 0 335 30.5 0 1 2x(BM.Tee-Run)=2 7.68 150 37 332 30.5 0.4 1.101 lx(BM.90)=5 7 0.0001 0 14.68 0 332 30.5 -0.2 1 18x(BM.Tee-Run)=18 85.93 150 37 311 30.5 0.2 1.101 lx(BM.90)=5 23 0.0000 0 108.93 0 311 30.5 0.0 1 1x(BM.Tee-Run)=1 2.72 150 37 310 30.5 0.2 1.101 1 0.0000 0 3.72 0 310 30.5 0.0 1 6x(BM.Tee-Run)=6 32.25 150 37 291 30.5 0.2 1.101 6 0.0000 0 38.25 0 291 30.5 0 1.5 2x(BM.Tee-Run)=2 8.32 150 37 288 30.5 0.2 1.598 1x(BM.Tee-Br)=8 10 0 0 18.32 0 288 37 Path No: 18 213 20.17 0 1 1x(BM.Tee-Run)=1 12.07 150 38.9 214 20.17 0.5 1.101 1 0.0001 0 13.07 0 214 20.17 0 1 4x(BM.Tee-Run)=4 34.96 150 38.9 222 20.17 0.5 1.101 1x(BM.Tee-Br)=5 14 0.0001 0 lx(BM.90)=5 1 48.961 1 0 222 38.9 Path No: 19 470 30.5 0 1 1x(BM.Tee-Run)=1 24.72 150 37 528 32.5 0.1 1.101 1x(BM.Tee-Br)=5 21 0 -0.9 3x(BM.90)=15 45.72 0 528 32.5 0 1 2x(BM.90)=10 5 150 36.1 471 30.5 0.1 1.101 1x(BM.Tee-Br)=5 15 0 0.9 201 0 471 37 Path No: 20 480 30.5 0 1 1x(BM.Tee-Run)=1 26.72 150 37 509 30.5 0.1 1.101 lx(BM.Tee-Br)=5 26 0 0 4x(BM.90)=20 52.72 0 509 30.5 0 1 1x(BM.Tee-Br)=5 3 150 37 482 30.5 0.1 1.101 lx(BM.90)=5 10 0 0 13 0 482 37 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 21 491 30.5 0 1 1x(BM.Tee-Br)=5 15.14 150 37 495 30.5 0.1 1.101 4x(BM.90)=20 25 0 0 40.14 0 495 30.5 0 1 1x(BM.Tee-Run)=1 8.66 150 37 493 30.5 0.1 1.101 lx(BM.90)=5 6 0 0 14.66 1 0 493 37 Path No: 22 426 30.5 0 1 2x(BM.Tee-Run)=2 7.54 150 37 428 30.5 0.1 1.101 2 0 0 9.54 0 428 37 Path No: 23 349 30.5 0 1 1x(BM.Tee-Br)=5 2.61 150 37 350 30.5 0.0 1.101 5 0 0 7.61 0 350 30.5 0.0 1 1x(BM.Tee-Run)=1 4.16 150 37 351 30.5 0.0 1.101 1 0 0 5.16 1 0 351 30.5 0.0 1 3x(BM.Tee-Run)=3 22.52 150 37 366 30.5 0.0 1.101 2x(BM.Tee-Br)=10 13 0 0 35.52 0 366 30.5 0 1.5 4x(BM.Tee-Run)=4 13.14 150 37 348 30.5 0.0 1.598 2x(BM.Tee-Br)=16 20 0 0 33.14 0 348 37 Path No: 24 332 30.5 0 1 22x(BM.Tee-Run)=22 107.49 150 37 580 30.5 0.2 1.101 2x(BM.Tee-Br)=10 32 0.0000 0 139.49 0 580 37 Path No: 25 311 30.5 0 1 1x(BM.Tee-Run)=1 8.7 150 37 666 30.5 0.0 1.101 1x(BM.Tee-Br)=5 6 0 0 14.7 0 666 30.5 0 1 5x(BM.90)=25 20.7 150 37 310 30.5 0.0 1.101 1x(BM.Tee-Br)=5 30 0 0 50.7 0 310 37 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_32114_1 342.sv$ Date 1/8/2021 Copyright© 2002-2012 Tyco Fire Protection Products Page 12 I I I I I I I I I I I I I I I I I I I Job: WINDSOR POINT - OAK Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 26 350 30.5 0 1 5x(BM.90)=25 13.71 150 37 352 30.5 0.0 1.101 lx(BM.Tee-Br)=5 30 0 0 43.71 0 352 30.5 0 1 1x(BM.Tee-Run)=1 3.51 150 37 351 30.5 0.0 1.101 1 0 0 4.51 0 351 37 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 18.21 ft/s occurs in the following pipe(s): (197-193) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUlLDlNG_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 File: C:\Users\derik\appdata\IocaI\temp'C7834 WINDSOR POINT - OAK - BUILD NG_1_32114.1342.sv$ Date 1/8/2021 Copyright 2002-2012 Tyco Fire Protection Products Job: WINDSOR POINT - OAK Pressure vs. Flow Funcion Design Area: 6; Supply Ref.: 1; Supply Name:l TtT F I- Tt Flow, gpm Pressure Loss Function Design Area: 6; BFP Ref.: 1031 (AmesC300N, Size = 6); Inlet Node: BF-I; Outlet Node: BF-0 -I! -- i 4_ a am a a MM EN . OMEN a 10 Flow, gpm I Device Graphs I I I I I I I I I I I I I I I I I Page 14 I 7 65 6 3- 50 6 4 a. 2 35 a, Q. 30- 25' 20- 15- 10 I I I I I I I I I I I I I I I I I 1 I Device Graphs Job: WINDSOR POINT - OAK Pressure Loss Function Design Area: 6; Valve Ref.: 1032 (GLOBE UMC, Size = 4); Inlet Node: R14; Outlet Node: R1O Flow. gp.n - - Page 15 File: C:\Users\derik\appdata\local\temp\C7834 WINDSOR POINT - OAK - BUILDING_1_32114_1342.sv$ Date 1/8/2021 Copyright © 2002-2012 Tyco Fire Protection Products 1: coo cwINNOVATIVE FIRE PROTECTION, INC. I — _ • Li I I ff("pj 11i 1,11TI 965 Oak Avenue Carlsbad, Ca. 92008 I I I MATIEIRIIAL SUIMIITTAL I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - CMk INNOVATIVE - - _ FIRE PROTECTION, INC. - - A not, AM -I MMM i Alarm Devices Sprinklers Pipe Fittings Valves Hangers Sway Bracing Accessories 8779 Cottonwood Ave., Ste. 101 • Santee, CA 92071 • TEL: 619.593.8200 • F.x: 619.593.9133 ifpinc.net • CA License #C.16.711148 I - _ INNOVATIVE - - - FIRE PROTECTION, INC. I I I I I 1-1 AR21rM DeVk I I I I I I I I I I 8779 Cottonwood Ave., Ste. 101 - Santee, CA 92071 - TEL: 619.593.8200 - FAx: 619.593.9133 in ifpinc.net - CA License #C.16.711148 I I I] H ~1 I I I I Li I I I Li I U I I These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 deep weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. (E)POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -400 to 150°F (40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. ULC only applies to MBA DC bells. Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6(150) 12VDC MBA-6-12 1750070 .12A 85 76 8(200) 12VDC MBA-8-12 1750080 .12A 90 77 10 (250) 12VDC MBA-10-12 1750060 .12A 92 78 6(150) 24VDC MBA-6-24 1750100 .06A 87 77 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* .17A 94 77 10 (250) 24VAC PBA2410 1810024* .17A 94 78 6(150) I20VAC PBAI206 1806120* .05A 92 83 8(200) I20VAC PBAI208 1808120* .05A 99 84 10 (250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. * Does not have ULC listing. AWARNING I In outdoor or wet installations, bell must be mounted with weatherproof backbox, BBK-1 or BBX-1. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture, it may fail or create an electrical hazard. Potter Electric Signal Company, LLC • St. Louis, MO, • Phone: 866-572-3005/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MFG. 45400776 - REV Y-I PAGE I OF 2 01/13 I I I (E)POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC Bells Dimensions Inches (mm) Wiring (rear view) Fig. 1 Fig. 3 A.C. BELLS 'r:i WHITE (IN) 2C)) WHITE (OUT I FROM CONTROL BLACK (IN) PRECEDING BELL (200) (150) PANEL OR ___ - CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. (68) NOTES: DWIJS 770-I I. WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2. END-OF-LINE RESISTOR IS NOT REQUIRED ONAC BELLS. I I I I I I I I I I Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 1/2' conduit entrance S 3/4" (8 EF _ (146) L15/8" I (86) 4 1/4" (lOB) DWG# 776-2 FACP To Next Device or End-of-Line Resistor Installation I. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. Remove the gong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). AWARNING Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG, 65400776 - REV Y-I PAGE 2 OF 2 01/13 I SYs 11 51 NSØ)lt° WFD Series Waterfiow Detector The System Sensor WFD series is compatible with schedule 10 through 40 steel pipe, sizes 2 "through 8 ' and can be mounted in a vertical or horizon ta/position. I I I I I I I I Features Two-inch mounting hole provided in new WFD30-2 models UL-listed models are NEMA 4 rated Sealed retard mechanism immune to dust and other contaminants Visual switch activation Field-replaceable retard mechanism and SPDT switches Rugged, dual SPDT switches enclosed in a durable terminal block Accommodates up to 12 AWG wire Designed for both indoor and outdoor use 100 percent synchronization activates both alarm panel and local bell -Tamper-resistant cover screws Robust Construction. The WFD series consists of a rugged, NEMA 4-rated enclosure. Designed for both indoor and outdoor use, the WFD series operates across a wide temperature range, from 32°F to 120°F. Reliable Performance. UL-listed models are equipped with tamper-resistant cover screws to prevent unauthorized entry. Inside, two sets of SPDT (Form C) synchronized switches are enclosed in a durable terminal block to assure reliable performance. False Alarm Immunity. The WFD series incorporates a mechanical retard feature, which minimizes the risk of false alarm due to pressure surges or air trapped in the sprinkler system. In addition, the mechanical retard's unique sealed design is immune to dust and other contaminants. Simplified Operation.The WFD series is designed to simplify installation. Two conduit openings permit easy attachment to the local alarm system.The retard mechanism and dual SPDT switches are field-replaceable. I I H U I I I U Agency Listings ®*MEA LISTED approved 5739 C5169 7770.1653:114 167-93.0 3005195 I LI I (E)OSYSU-19-2POTTERYOKE The Symbol of Protection VALVE SUPERVISORY SWITCH UL, cUL and CSFM Listed, FM Approved, NYMEA Accepted, CE Marked Dimensions: 6.19"L X 2.25W X 5.88"H ®PO11ER I 15,7cm L X 5,7cm W X 14,6cm H =1 L11-11-11 I Weight: 2 lbs (0,9 kg) ,) QSY$I1-2 Enclosure: Cover - Die-Cast Finish- Red Spatter Enamel Base - Die Cast Zinc All parts have corrosion resistant finishes I I I I I General Information The OSYSU is used to monitor the open position of an OS&Y (outside screw and yoke) type gate valve. This device is available in two models; the OSYSU-1, containing one set of SPDT (Form C) contacts and the OSYSU-2, containing two sets of SPDT (Form C) contacts. These switches mount conveniently to most OS&Y valves ranging in size from 2" to 12" (50mm to 300mm). They will mount on some valves as small as '/2" (12,5mm). The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is furnished with each device and should be left with the building owner or responsible party. Replacement or additional cover screws and hex keys are available. See Ordering Information. Optional Cover Tamper Switch A field installable cover tamper switch is available as an option which may be used to indicate removal of the cover. See Ordering Information. Testing The OSYSU and its associated protective monitoring system should be inspected and tested in accordance with applicable Cover Tamper: Tamper Resistant Screws Optional Cover Tamper Switch Available Contact Ratings: OSYSU- 1: One set of SPDT (Form C) OSYSU-2: Two sets of SPDT (Form C) 15 Amps at 125/250VAC 2.5 Amps at 30VDC resistive Environmental Limitations: -40°F to 140°F (-40°C to 60°C) NEMA 4 and NEMA 6P Enclosure (IP67) Indoor or outdoor use (Not for use in hazardous locations. See Bulletin No. 5400705 OSYS-U-EX for hazardous locations). Conduit Entrances: 2 knockouts for 1/2' conduit provided Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 NFPA codes and standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). Ordering Information Model Description Stock No. OSYSU-1 Outside Screw & Yoke 1010106 Supervisory Switch (Single switch) OSYSU-2 Outside Screw & Yoke 1010206 Supervisory Switch (Double switch) Cover Screw 5490424 Hex Key for Cover Screws and 5250062 Installation Adjustments Optional Cover Tamper Switch Kit 0090131 I I I I I I I I I I Potter Electric Signal Company, LLC St. Louis, MO Phone: 866-956-0988/Canada: 888-882-1833 • wwwpottersignal.com I PRINTED IN USA MFG. 45400979 - REV S-I PAGE I OF 4 11/10 I OUTSIDE OSYSU-11-2 DE SCREW AND YOKE The Symbol of Protection VALVE SUPERVISORY SWITCH FIG. I SMALL VALVE INSTALLATION - 1/2" THRU 2 1/2" SIZES These switches mount conveniently to most 2" to 12" OS&Y valves. They will mount on some valves as small as 1/2". J-hooks may be required on valves with limited clearance. I I [1 CLAMP BAR CARR SLOTTED MOUNTING HOLES MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET BRACKET I I I I r] I SMALL VALVE INSTALLATION 1. Remove and discard 'C' washer and roller from the trip rod. and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the 2. With the valve in the FULL OPEN position, locate the OSYSU groove as the valve is operated. across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non-threaded portion of the valve Mount the OSYSU with the trip rod centered in groove. stem. Final adjustment is made by loosening 2 screws (see Fig. 1) and 3. Loosen the locking screw that holds the trip rod in place and adjust sliding the OSYSU on the bracket. Adjustment is correct when the rod length (see Fig. 4). When adjusted properly, the rod should switches are not activated with the trip rod seated in the valve stem extend past the valve screw, but not so far that it contacts the clamp groove and that the switches activate when the trip rod moves out bar. Tighten the locking screw to hold the trip rod in place. of the groove. NOTE: If trip rod length is excessive, loosen the locking screw 9. Tighten the adjustment screws and all mounting hardware. Check and remove the trip rod from the trip lever. Using pliers, break off to insure that the rod moves out of the groove easily and that the the one (1) inch long notched section (see Fig. 5). Reinstall trip rod switches activate within one turn when the valve is operated from and repeat Step 3 procedure. the FULL OPEN towards the CLOSED position. 4. Mount the OSYSU loosely with the carriage bolts and clamp bar NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE supplied. On valves with limited clearance use J-hooks supplied STEM THREADS DONOTACTIVATE THE SWITCH. THE SWITCH instead of the carriage bolts and clamp bar to mount the OSYSU. BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION. 5. Mark the valve stem at the center of the trip rod. 6. Remove the OSYSU. File a 1/8' deep groove centered on the mark on the valve stem utilizing a 3/16" diameter straight file. Round PRINTED IN USA MFG. 95400979 - REV S-i PAGE 2 OF 4 11110 I I I I I I I I e POTTIER OUTSI?ES YOKE The Symbol of Protection VALVE SUPERVISORY SWITCH FIG. 2 LARGE VALVE INSTALLATION - 3" THRU 12" SIZES 3" THRU 12" (76mm THRU 300mm) VALVES USE CARRIAGE BOLTS. BOLTS MOUNT ON INSIDE OF YOKE, IF THERE IS SUFFICIENT CLEARANCE. SLOTTED MOUNTING HOLES. MAYBE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET. I DWG# 979.4 GLAND I LARGE VALVE INSTALLATION With the valve in the FULL OPEN position, locate the OSYSU across 6. Mount the OSYSU loosely with the trip rod centered in groove. the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non-threaded portion of the valve stem. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one (1) inch long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. Mark the valve stern at the center of the trip rod. Remove the OSYSU. File a 1/8" deep groove centered on the mark of the valve stem utilizing a 3/8' diameter straight file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. I PRINTED IN USA MFG. )5400979 - REVS- I PAGE 3 OF 4 11/10 I I LI I LI I Li I I I I L I I I I - CLAMP BAR CARRIAGE BOLTS (2 REQUIRED) ROLLER GROOVE YOKE VALVE STEM ROD Final adjustment is made by loosening 2 screws (see Fig. 2) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. Tighten the adjustment screws and mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOTACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION. FIG.4 PARTS CAVFR TAMPPR (WHITE) CC (RED) N (BLACK) N KNOCKOUTS FOR ELECTRICAL CONNECTIONS CREW SCREW 5 979-6 ROD BREAKING EXCESSIVE ROD LENGTH SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL C0le DWG4 D3- CAUTION: An uninsulated section ofa single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. (E)POTTER The Symbol of Protection FIG. 3 DIMENSIONS ROD EXTENDED OSYSU-1,-2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH TYPICAL ELECTRICAL CONNECTIONS LOCAL CIRCUIT 4, NO. TO POWER FOR co- O N.C. LII\ INDICATING INDICATING DEVICE DEVICE TO SUPERVISORY CIRCUIT END OF OF CONTROL PANEL COM. LINE N C RESISTOR DWcI9 979-I Contacts shown in normal (valve open) condition. TYPICAL SWITCH ACTION OPEN VALVE CLOSED VALVE POSITION POSITION COM COM r NO NO. SW #1 SW #I N.C. COM. COM ' NO. NO. SW #2 SW #2 NC. DWG# 979-2 PRINTED IN USA MFG. #5400979 - REV S-I PAGE 4 OF 4 11/10 Conduit Entrances: Two knockouts for 1/2' conduit provided. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-1 3R National Fire Alarm Code NFPA-72 (DPOTTER PCVS-11 -2 The Symbol of Protection SUPERVISORY SWITCH LIL, cUL, and CSFM Listed, FM Approved, NYMEA Accepted, CE Marked 1 Dimensions: 4.75"L x 2.25W x 8.2'H (stem extended) I 12,1 cm Lx 5,7cm W x 18,3 cm H Weight: 1.35 lb. (0,61 kg.) Enclosure: Cover - Die-cast Finish - Red Spatter Enamel -_ Base - Die Cast Zinc All parts have corrosion resistant finishes. r Cover Tamper: Tamper Resistant Screws, Optional cover tamper switch kit available Mounting: 1/2' NPT Contact Rating: PCVS-1: One set of SPDT (Form C) PCVS-2: Two sets of SPDT (Form C) 15 Amps at 125/250VAC 2.5 Amps at 30VDC resistive Environmental Limitations: -40°F to +140°F (-40°C to 60°C) NEMA 4 and NEMA 6P Enclosure (1P67) when used with appropriate watertight conduit fittings. Indoor or Outdoor Use (Not for use in hazardous locations. See bulletin no. 5400694 PIVS-U-EX for hazardous locations.) The Model PCVS is a weather proof and tamper resistant switch for should be leftwiththe building owneror responsible party. Replacement monitoring the open position of fire sprinkler control valves of the post or additional cover screws and hex keys are available. See ordering indicator, butterfly and other types. Depending on the model, one or information. two SPDT (Form C) contacts are provided which will operate when the Optional Cover Tamper Switch valve position is altered from an open state. Afield instal l able cover tamper switch isavailableasan option which may The unit mounts in a 1/2' NPT tapped hole in the post indicator or be used to indicate removal of the cover. See ordering information. butterfly valve housing. The device is engaged by the indicating assembly of the post indicator or the operating mechanism of the Testing butterfly valve, actuating switch(es) when the valve is fully open. The The PCVS and its associated protective monitoring system should be unit should be installed where it is accessible for service, tested in accordance with applicable NFPA codes and standards and/or The cover is held in place by two tamper resistant screws that require the authority having jurisdiction (manufacturer recommends quarterly a special tool to remove. The tool is furnished with each device and or more frequently). Ordering Information Model Description Stock No. PCVS-1 Potter Control Valve Switch (single switch) 1010107 PCVS-2 Potter Control Valve Switch (double switch) 1010207 -- Cover Screw 5490424 -- Hex Key for Cover Screws and Installation Adjustments 5250062 PBK-S Pratt Butterfly Valve Kit - Up to 12 (300mm) 0090133 PBK-L Pratt Butterfly Valve Kit - 14' (355mm) and Up 0090132 PVK Pratt Valve Kit 1000060 -- Optional Cover Tamper Switch Kit 0090131 KBK Kennedy Butterfly Valve Kit 10090143 For pressure reducer type valve installation kits (if required) contact valve manufacturer. Potter Electric Signal Company St. Louis, MO Phone: 866-956-0988/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MFG. #5400980 - REV V-I PAGE I OF 4 1/10 I I I Li I I I I I I I I Li] I I I I (WHITE) C (RED) BLACK (2) KNOCKOUTS FOR ELECTRICAL CONNECTIONS COVER TAMPER SWIM R (OPTIOP I DWGR 980-2 I GROUND SCREW I TRIP RUE LOCK INC SCREW I SOCKET HEAD SCREW NIPPLE LOCKNUT TRIP ROD I - 2.25 -. (5,7cm) —2,00 - (12,1 cm) 1 12 2 V. 1 1.56— (4,0cm) Li DWGR 980.! Typical Installations On Post Indicator Valve Housings (See Figs. 3 Thru 6) (E)POTTER PCVS-11 -2 The Symbol of Protection SUPERVISORY SWITCH Fig. 1 Dimensions Fig. 2 Parts I I I open end of the nipple to the target assembly. Subtract 1/2" (12,5mm) from this measurement. NOTE: In some cases, it may be necessary to attach an angle bracket to the target assembly to engage the PCVS trip rod. Using the special tool provided, loosen the two cover screws and remove the cover from the PCVS. Loosen the locking screw that holds the trip rod in place and adjust the rod length, from the end of the collar to the end of the rod, using the dimension determined in Step 9. Tighten the locking screw to hold the rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one (1) inch long notched section (see Fig. 7). Reinstall trip rod and repeat Step 11 procedure. Partially close the valve (3 to 4 revolutions of the handle/hand wheel). Slide the PCVS unit as far as possible onto the nipple, observing which direction the rod will move when the valve is closed. Orient the device to actuate the switches when the valve is open. Tighten the socket head screw in the collar. Carefully open the valve to the fully open position. As the target moves to the open position it should engage the trip rod and actuate the switch(es). There should be a minimum overtravel of 1/2 revolution of the handle/ hand wheel after the switch(es) actuate (a continuity meter connected to each set of contacts is one method that could be used to determine this). Slowly close the valve. The switch must operate during the first two revolutions of the handle/hand wheel or during 1/5 of the travel distance of the valve control apparatus from its normal condition. NOTE: Small adjustments of the target position may be necessary (consultation with valve manufacturer is recommended). Complete the required electrical wiring, connections and tests. The valve should be operated through the entire cycle of fully closed and fully open to determine the integrity of the PCVS installation and the signaling system. Check that all electrical and mechanical connections are secure. Screw the locknut that is provided onto the nipple. 17. When the installation and testing are complete, return valve to its proper 8. Screw the nipple into the 1/2" NPT hole in the valve housing - hand tighten. Tighten the locknut against the valve housing to secure the nipple position. i 18. Alternative installation for other post ndicator valve housing shown in firmly in place 9. Insert a scale or probe thru the nipple to measure the distance from the Fig. 5 and 6. PRINTED IN USA MFG. 05400980 - REV V-I PAGE 2 OF 4 11/10 Refer to Fig. 2 for the location of parts described in the following instructions. Note: lfthe sprinkler system is in service the owner or authorized representative should be notified, before any work is done on the system, that the valve controlling the water supply to the system may be closed for periods of time during the installation and testing of this device, resulting in all or portions of the system being inoperative during these periods. If the system is not in service and valve is closed, be sure that opening the valve will not allow any unwanted water flow due to openings in the system, such as heads off, broken or incomplete piping, etc. Position the valve to fully open ("OPEN" should appear in the window of the housing). Partially close the valve while observing the direction that the target assembly moves. Reopen the valve. If the valve housing is predrilled with a 1/2" NPT for installation of a monitoring switch, remove the 1/2" plug and fully open the valve. Make sure that "OPEN" appears in the window of the housing. GO TO STEP NO. 6. Remove the head and target assembly (consultation with valve manufacturer is recommended). If the target assembly moved up as the valve was closed, measure the distance from the bottom of the head to the lower part of the target assembly that will contact the trip rod of the PCVS (see Fig. 3). This is usually a plate or bar on the target assembly, on a side adjacent to the "OPEN/SHUT" plates. Subtract 1/8" from the measurement. If the target moved down as the valve was closed, measure the distance from the bottom of the head to the upper portion of the target assembly that will contact the trip rod of the PCVS (see Fig. 4). Add 1/8" (3.2mm) to this measurement. Mark the housing at the proper location. Using a 23/32" (18.2mm) drill bit, drill and then tap a 1/2" NPT in the housing on the side that coincides with the portion of the target assembly that will engage the trip rod of the PCVS. Replace the head and target assembly. Loosen the socket head screw that holds the nipple in the PCVS and remove the nipple. I I I I I I I I I I I I (E)POTTER -2 CONTROL VALVE The Symbol of Protection SUPERVISORY SWITCH ;i. 3 Fig. 6 Fig. 4 Fig. 5 METAL 1 PLATE ( REPLACES GLASS TARGET STEEL TRIPPING LOCKNUr MOVES UP AS VALVE , TAMPER BLOCK- REPLACES IS SHUT . SWITCH OPEN OPEN OPE MARKER MARKER *ASSEMBLY OP N Or TARGET TAMPER MOVES *VA SWITCH DOWN AS SHOT .- VALVE IS SHUT 113/8 FLEXIBLE (28, 9-0 TARGET MOVES UP AS VALVE IS SEUT DWGS 955-30 Notes: I . Subject to the approval of the "authority having jurisdiction" the 2. If the target is stationary and a hood arrangement is used, such as alternate method of installation shown in Fig. 5 may be used. In is shown in Fig. 6, the hood must be drilled with a 23/32" drill and this method, one of the glass windows of the housing is replaced tapped with a 1/2" NPT. The center line of this hole should be 1/8" with a 1/4" thick metal plate that is cut to fit in place of the glass below the portion of target assembly that strikes the PCVS trip and drilled and tapped to receive the 1/2" NPT pipe nipple. In rod. The 113/8" dimension shown is for a Clow Valve. Flexible some cases it may be necessary to attach an angle bracket to the conduit must be used for this type of installation. target assembly to engage the PCVS trip rod. I Typical Installation On A Butterfly Valve (See Figs. 9 And 10) Refer to Fig. 2 for location of parts described in the following instructions: BI. Remove the 1/2" NPT plug from the gear operator case. B2. Loosen the set screw that holds the nipple in the PCVS and remove the nipple. Screw the locknut that is provided onto the nipple. Screw the nipple into the 1/2" NPT hole in the gear operator -handtighten. Tighten the lockout against the case, to secure the nipple firmly in place. B5. Partially close the valve (3 or 4 revolutions of the hand wheel or crank). Using the special tool provided, loosen the two cover screws and remove the cover from the PCVS. Loosen the locking screw that holds the trip rod in place. Estimate trip rod length required and extend slightly past that point. Slide the PCVS unit as far as possible onto the nipple, observing which direction the rod will move when the valve is closed. Orient the device to actuate switches when valve is open. Note: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one (1) inch long notched section (see Fig. 7). Reinstall trip rod and repeat Step B7 procedure. B8. Remove device from nipple and withdraw trip rod 1/32" (0,80mm) (this dimension is important). Tighten the locking screw to hold the rod in place. Re-install the device on the nipple. Tighten the screw in the collar against the nipple. Note: In some cases it may be necessary to remove the gear box cover to ensure correct operation (consultation with the valve manufacturer is recommended). 139. Carefully open the valve to its full open position. as the boss on the gear hub moves to the open position it must engage the PCVS trip rod and actuate the switch(es). There should be a minimum overtravel or revolution of the crank or hand wheel after the switch(es) actuate (a continuity meter connected to each set of contacts is one method that could be used to determine this). Note: Slightadjustmentofgearstopsmaybenecessary topreventovertravel of the trip rod (consultation with valve manufacture is recommended). 1310. Carefully close the valve. The switch(es) must operate during the first two revolutions of the crank or hand wheel or during 1/5 ofthe travel distance of the valve control apparatus from its normal condition. B 11. Complete the required electrical wiring, connections and tests. The valve should be operated through the entire cycle of fully closed and fully open to determine the integrity of the PCVS installation and signaling system. Check that all electrical and mechanical connections are secure. B12. When the installation and testing are complete, return valve to its proper position. I I 11 I I Fig. 7 Breaking Excessive Rod Length Fig. 8 Switch Terminal Connections Clamping Plate Terminal A CAUTION An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. EWES 980.13 I I I PRINTED IN USA MFG. 15400980 - REV V-I 11/10 PAGE 3 OF 4 I (E)POTTER The Symbol of Protection ITT GrinnelllKennedy Indicating Dresser Indicating Butterfly Valve Butterfly Valve Fig. 10 Fig. 9 DWC,# 980-6 VALVE OPEN PBK - Pratt IBV Butterfly PVK - Pratt PIVA Post Valve Kit Indicator Valve Kit Fig. 12 (Stock No. 1000060) Fig. 13 (13mm) DWOO 980-7 Typical Electrical Connections Please Note: This device should be wired in accordance with the applicable parts of the National Electrical Code, all state and local codes, applicable NFPA Standards and the requirements of the authority having jurisdiction. Fig. 14 LOCAL CIRCUIT_ C__1FO. TO POWER FOR C. OM INDICATING DEVICE INDICATING DEVICE I TO SUPERVISORY CIRCUIT OF CONTROL t-!-; I PANEL COM. A NC. ENDOFLINE RESISTOR Contacts shown in norms! (valve open) condition Typical Switch Action OPEN VALVE POSITION CLOSED VALVE POSITION COM COM. SW SI SW #1 I ~4-~C t N.C. COM I COM. 5W#2 SW 92 N.C. N. DWOS 905-I1 Switches Shown in Valve Open Position PAGE 4 OF 4 I I I I I LI I I I I I I PCVS-19 -2 CONTROL VALVE SUPERVISORY SWITCH Typical Pressure Reducer Type Valve Installation Fig. 11 COLLAR LOCKNUT 0 NIPPLE Yn(— PCVS :iz '- I CI I/I6"(1,6mm) I I8,,. MIN. GAP DWEN 980-IS I I This figure shows the Model PCVS mounted on the valve yoke, with a bracket supplied by the valve manufacturer, to supervise a pressure reducer type valve. Note: This application is subject to the approval of the authority having jurisdiction. MACHINE SCREW #5-32 B RACKS AND LOCHNI. SUPPLIE WITH P17 MOUNT] KIT Model PBK-L N ) I Stock No. 0090132 I (MDT-4S Actuator) I Mode! PBK-M I Stock No. 0090146 I (MDT-3S Actuator) Mode! PBK-S I Stock No. 0090133 I Pratt Valve Kit as used to mount a PCVS on a Pratt (MDT-2S Actuator) Model PIVA Valve. Pratt Butterfly Valve Kit as used to mount a PCVS on a Pratt Mode! !BV Valve Kit contains: Instructions, template, screw and nut. Kits contain: Bracket, nuts and instructions Note: This application is subject to the approval of the Note: This application is subject to the approval of the authority having jurisdiction, authority having jurisdiction. PRINTED IN USA MFG. #5400980 - REV V-i 11/10 L01. BOTF - :. a - -zo CDP INNOVATIVE - - FIRE PROTECTION, INC. - a - Ii I I I I H I I I I H I I I I I I 8779 Cottonwood Ave., Ste. 101 - Santee, CA 92071 • TEL: 619.593.8200 • FAx: 619.593.9133 ifpinc.net • CA License #C.16.711148 I Page :lof8 SENJU SPRINKLER CO., LTD. JJi Residential Lead Free Flat Concealed Sprinkler, Pendent, I1 Model: RC-RES, K-Factor: 4.9. SIN: SS8464 GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/e inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar1°) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWvVA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. I 11 I I Document No. U085166 Date . Jul/08/2019 I I I I I I I I I L I I I I TECHNICAL DATA Page 2 of 8 2-l/l6(52mm) NPT1/2 - Marking .o. / Year of Manufacture SIN:S58464 '- (iL. •-K-factor: 4 ' - K4.9 -Temperature Rating: 162F/72'C or 175'F/79C UL Mark or 205'1`/960 2 Control No. 6P37 6 NSF Mark NSF-61-0 RES SPXR (D Body (Copper Alloy) () Deflector (Phosphorus Bronze) ij Casket (FIFE) 2-5/8 (68mm) W Fusible Metal (Solder) or 3-1/4 (0 83mm) ffl Heat Collector (Copper) or 2-5/8 scuare (068nwn) () Cover Plato Assembly FIGURE 1. Model RC-RES K-4.9 Marking (Deflector) SIN SS8464 K-factor: K4.9 Color Code Temperature Rating: or 175*F/79'C UL Mark or 205'F/96'C COVER PLATE SPRINKLER (Top slew) (Bottom slew) FIGURE 1-1. Marking (Color Code) I I I I I I I I I Approvals: 0UL50 Listed, NSF-61-G Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1 bar) Discharge Coefficient (Nominal K-Factor): K4.9 GPM/psi1'2 (70.6 LPM/bar112) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 162°F (72°C) Cover Plate 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 175°F (790C): White 205°F (96°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): White-Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figures 1 and 1-1 OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) I Normal Condition Cover Plate Operation Sprinkler Operation Water Discharge FIGURE 2. OPERATION PROCESS (rhe ffigure is for illustrative purposes only2 Document No. U085166 Date . Jul/08/2019 I Hn I I I I Page :3of8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. Include sketches and technical details, as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent, and which take precedence over those specified in NFPA 13, 13D, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13R) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 175°F (79°C) 150°F (66°C) 140°F (60°C) 1) Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C) Intermediate 205°F (96°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: (I) Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. (2) Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) - Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Document No. U085166 Date : Jul/08/2019 I I I I I I I I I I I I I I H I I I Page :4 of 8 Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of "design sprinklers' as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in TABLE A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. A minimum discharge of O.IGPM/sq.ft. [4.07LPM/sq.m] over the "design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Ordinary Intermediate Intermediate Maximum Maximum Temperature Rating Temperature Rating Temperature Rating Minimum Covera ge Spacing 162°F (72°C) 175°F (79°C) 205°F (96°C) Deflector Installation Spacing Area' Ft. x Ft. Ft. to Ceiling Type Ft. Flow Pressure Flow Pressure w FIo Pressure (mxm) (m) GPM PSI GPM PSI GPM PSI (m) (LPM) (bar) (LPM) (bar) (LPM) (bar) 12x12 12 13 7.0 13 7.0 13 7.0 Smooth (3.7x3.7) (3.7) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Ceilings 3/8 to 7/8 14x14 14 13 7.0 13 7.0 13 7.0 Inches. (4.3x4.3) (4.3) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings 16x16 16 13 7.0 13 7.0 per NFPA 13D, 13R Concealed 8 (4.99) 9) (4.9) (49.2) (0.48) - - (49.2) (0.48) or 13 (2.4) Installed in 18x18 18 17 12.0 17 12.0 beam (5.5x5.5) (5.5) (64.4) (0.83) - - (64.4) (0.83) 3/8 to 7/8 inches below 20x20 20 21 18.4 21 18.4 bottom of (6.1x6.1) (6.1) (79.5) (1.27) - - (79.5) (1.27) beam. For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. LI I I I I I I I I I I I I Sprinkler Spacing Criteria I The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. TABLE A) I El Document No. U085166 Date . Jul/08/2019 I I Page :50f8 INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ftlbs (9.5 to 19.0 Nm) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installing Procedure Step I The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8" drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the Vertical Adjustment" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. Make a Space Her, Do Not Ave. 1/4" (6Am,,,) Over-Tighten Mm, 1 8' 32mm Groove on the Sprinkler Vertical Ad'stment Protective Cap P'olec Cap Tooth on the Socket Mounting Surface Ratchet Ratchet Mounting 2 3/8 (t6Ornm) Surface Ceiling Hole Diameter ICORRECTI INCORRECTI 1 FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET Document No. U085166 Date Jul/08/2019 I I I I I I I I I I I I I [I ri I 4 Cover Plate Assembly 2-5/8" (68mm) or 3-1/4" (083mrn) or 2-5/8"squaro (068mm) FIGURE 6. INSTALLATION (COVER PLATE ASSEMBLY) Page .' 6 of 8 Hock up Sprinkler Head Head VeC3PW _ nil I- erRG I Pull down Step I Step 2 Step 3 FIGURE 5. PROTECTIVE CAP REMOVAL INCORRECT CORRECT I INCORRECT FIGURE 7. INSTALLATION (CORRECT and INCORRECT) Document No. U085166 Date Jul/08/2019 I I I I I I I I I I I I I I I I I I I I CARE AND MAINTENANCE Page :70f8 I The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F/4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under TABLE A "Hydraulic Design Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. After the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Limited Warranty For details of warranty, refer to Sales Contract. I I Document No. U085166 Date Jul/08/2019 I I I I I L I I I I I I I H Page . 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162°F (72°C) or 175°F (79°C) or 205°F (96°C)) Cover Plate Assembly 2-5/8 inch (1)68mm) or 3-1/4 inch ((1)83mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes 'Mute Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8" Round, 140°F o o - - - - - - o o 3-1/4° Round, 140°F o o o o a o a o a a 2-5/8" Square, 140°F a - - - - - - - a a 2-5/8" Round, 162°F a - - - - - - - a a 3-1/4° Round, 162°F a - - - - - - - a a I Tools for Installation of Model RC-RES Socket NR-H For use with a 3/8" drive ratchet (not included) Socket NR-H Plastic I For use with a 1/2" drive ratchet (not included) I I Ii I I I I Document No. U085166 Date Jul/08/2019 I I I I I II Ii I Cap Remover RC I I I lof7 I SENJU SPRINKLER CO., LTD.ID Commercial Flat Concealed Sprinkler, Pendent, MEN Quick Response, Standard Coverage, J 1 j Model: RC-QR, K-Factor: 5.6. SIN: S59561 GENERAL DESCRIPTION The Model RC-QR Commercial Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and quick responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-QR should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. They are to be installed per NFPA 13 guidelines. The Model RC-QR has a 5.6 (80.6 LPMIbar112) K-factor. For extended installation flexibility, the Model RC-QR provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-QR allows for an increased chance of occupants to escape or evacuate in case of a fire. However, fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. WARNINGS The Model RC-QR must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. I I I I H I Document No. U036889 Date . Jan/11/2019 H I I I LI I I I I I I I I TECHNICAL DATA Page 2 of 7 Approvals: 0UL5 Listed /as Quick Response FM Approved I as Standard Response Sprinkler Identification Number (SIN): SS9561 Maximum Working Pressure: 175psi (12.1 bar) Discharge Coefficient (Nominal K-Factor): K5.6 GPMIpsi12 (80.6 LPMIbar12) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 205°F (96°C) Sprinkler with 140°F (60°C) Cover Plate 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 205°F (96°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): White-Colored Mark Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on page 7 for more detail. Physical Characteristics: Ref. Figures 1 and 1-1 OPERATION It Lot No. ____________ I Year o Manufacture 1/ l 162Ffl2C or 205F/960 bSlN: S59561 -K-factor: K5.8 4 r-Tempeeature Rating: 205F/960 -Control No.: I77R -FM FMMa,1 ® Body (Copper Alloy) : 0 Deflector (Phosphorus Bronze) (M Casket (PIPE) 2-5/8" ..(45 68mm) ® Fusible Metal (Solder) or 3_1/4n (83mm) Most Collector (Copper) C P or UL only : 2-5/8suere (68mm) () over late Assembly FIGURE 1. Model RC-QR K5.6 COVER PLATE SPRINKLER (Top view) (Bottom view) FIGURE 1-1. Marking (Color Code) r L El L I I I I vi: O5Ff96C In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) -4L Normal Condition Cover Plate Operation Sprinkler Operation Water Discharge FIGURE 2. OPERATION PROCESS (rhe ftaure is for illustrative purposes only2 Document No. U036889 Date . Jan/11/2019 I I I El I I I Eli DESIGN CRITERIA Page :3of7 I The Model RC-QR sprinklers are listed by (.JL and C-UL as quick response / standard coverage for use in accordance with NFPA. Also the Model RC-QR is FM Approved as a Standard Response for Non-Corrosive Atmospheres. The herein stated rules for use and installation of the Model RC-QR are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. Include sketches and technical details, as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent, and which take precedence over those specified in NFPA 13 or by the authority having jurisdiction. The Model RC-QR must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided for the Model RC-QR. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13. General Service Conditions The Model RC-QR must only be utilized in sprinkler systems per NFPA 13 guidelines. Operational Sensitivity Criteria For proper operational sensitivity, the Model RC-QR must be installed beneath a solid ceiling having a smooth or textured surface. Heat Source Criteria Refer to NFPA 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-QR, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 205°F (96°C) 150°F (66°C) 140°F (60°C) > Intermediate 205°F (96°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). Document No. U036889 Date . Jan/11/2019 I I I L i I I I I I I I I I I I I Precautionary Warnings for Corrosive Environments Model RC-11R sprinklers should not be installed where they may be subjected to a corrosive environment including the following: U Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. I Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) - Solder Joint) I All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. I INSTALLATION The Model RC-QR must be installed in accordance with the following instructions: I NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. I Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. I .Use a torque of 7 to 14 ft1bs (9.5 to 19.0 Nm) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC-QR sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. I In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. Installing Procedure Step I The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8" drive) & Socket NR-N Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Vertical Adjustment' indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Step 4 Use the Cap Remover RC Tool to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. I Document No. U036889 Date . Jan/11/2019 I Hock up Sprinkler Head Protective Cap _ I , Cap Remover RC Pull down step Step Step FIGURE 5. PROTECTIVE CAP REMOVAL Cover Plate Assembly 88m or 3-1/4' (Bznm) or UL only 2-5/8nquare (068mm) ON (COVER PLATE ASSEMBL Document No. U036889 Date Jan/1112019 U ILNCORRECT CORRECTI kNeoRRECTI CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-OR. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F/4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over-tightening, or wrench slippage, must be replaced. When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. After the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Document No. U036889 Date Jan/11/2019 I I I LI I I I I I I I I I I I I I I Page 7 of 7 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler Model: RC-QR (559561, Quick Response, Standard Coverage, Flat Concealed Sprinkler, Pendent, K5.6, Temperature: 162°F (72°C) or 205°F (96°C)) Cover Plate Assembly ,UL. Listed :2-5/8 inch (q5 68mm) or 3-1/4 inch (q5 83mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler FM Approved :2-5/8 inch (68mm) or 3-1/4 inch (083mm) , Order Separately from Sprinkler Please refer to the chart below for available sizes, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8' Round, 140°F o o - - - - - - o 0 3-1/4" Round, 140°F 0 0 0 0 0 0 0 0 0 0 2-5/8" Square, 140°F 1 0 - - - - - - - 0 0 2-5/8" Round, 162°F o - - - - - - - 0 0 3-1/4" Round, 162°F 0 - - - - - - - 0 0 2-5/8" Square, 162°F 1 0 - - - - - - - 0 0 1: cULu. listed only Tools for Installation of Model RC-011 Socket NR-H For use with a 3/8" drive ratchet (not included) Socket NR-H Plastic For use with a 1/2" drive ratchet (not included) Cap Remover RC Document No. U036889 Date : Jan/11/2019 TFP6IO I I I I tqcae Models BB, SD, HIP, and AP Specific Application Sprinklers For Protecting Attics Worldwide Contacts I www.tyco-fire.com General Description The TYCO Models Back to Back Dual Directional (BB), Single Directional (SD), HIP, and Attic Plus (AP) Specific Appli- cation Attic Sprinklers for Protecting Attics are fire sprinklers for combus- tible and non-combustible sloped attic spaces. While Models BB, SD, and HIP are specific application attic sprinklers, the Model AP is a specific application combustible concealed-space sprin- kler with specific application criteria for use with Models BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protection in attic spaces. When compared to Stan- dard Spray Sprinklers, cost savings are achieved by eliminating branchline materials and the associated installa- tion labor. Specific Application Attic Sprinklers for Protecting Attics have undergone the most extensive fire testing ever per- formed for sloped attic spaces. They are UL Listed with their specific appli- cation guidelines for use as special sprinklers as defined by the NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). Specific Application Attic Sprinklers provide an extended coverage spacing alternative to the restricted spacing of Standard Spray Sprinklers. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 28 1 The Specific Application Attic Sprin- klers are the first sprinklers to be: Listed for extended coverage in com- bustible construction Full-scale fire tested in both wet and dry system scenarios Full-scale tested for use in wood truss construction Listed for specific roof slopes (Ref. Table A) The Specific Application Attic Sprin- klers provide cost control with the best level of protection by eliminat- ing the need for additional sprinklers and branchline piping. In many cases, an attic can be entirely protected with just one line of piping located below the peak of the roof using Model BB Sprin- klers. If Model SD Sprinklers or Model HIP Sprinklers are needed, one line of either at each area being covered is sufficient. For example, while using Standard Spray Sprinklers, a system in a 60 ft (18,3 m) wide attic with up to a 12:12 roof pitch designed to NFPA 13, could require seven branchlines to cover the main portion of the attic and several additional branchlines to cover the hip areas. With Specific Application Attic Sprinklers, the required coverage can be obtained with just one branchline running below the peak and one down each slope of the hip beam. This would result in approximately 90% less pipe needed for installation. This reduction in the number of branchlines saves the cost of the pipe, fittings, hangers, and associated labor by eliminating up to five branchlines. Another important aspect of the Spe- cific Application Attic Sprinkler technol- ogy, which also allows for cost savings, is the reduction in system volume. This volume reduction may result in reduc- ing the size of a dry pipe valve and air compressor, and possibly allows for quicker water delivery times, eliminat- ing the need for an accelerator. AUGUST 2018 I I I I I I I I I I I I I I 1-5/16" (33,3 mm) 2 1 CROSS SECTION TFP6IO I Page 2 of 28 I I Components: I I 1-Frame 4-Bulb I I 2 - Button 5 - Compression I I3 - Sealing Screw I Assembly 6 - Deflector 2-1/4 1-5/8 (57,2 mm) (41,3 mm)H (28,6 mm) \5 FLOW 13/16" mm) 6 1-1/8 FLOW 4 - 2 (54,0 mm) 3 THREAD _L RELIEF )] /.NPT 1/2" (12,7mm NOMINAL MAKE-IN WRENCH FRAME CROSS FLATS ARMS SECTION ELEVATION FIGURE A MODELS BBI, BB2, AND BB3 WITH 8.0 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: I 1 -Frame 4 -Bulb I 2 - Button 5 - Compression I I 3 - Sealing Screw Assembly 6 - Deflector 2-1/4 1-5/8 (57,2 mm) (41,3 mm)H 3/16' (28,6 mm) FLOW \ FLOW TTJTT& 1-1/8 1 6mm) 2-1/8" 2 0mm) THREAD RELIEF 1/2" NPT / 7/16" (11,1 mrn) NOMINAL MAKE-IN WRENCH FRAME FLATS ARMS CROSS SECTION ELEVATION FIGURE C MODELS BBI, BB2, AND BB3 WITH 4.2 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet 3 - Sealing 6 - Lever 10 - Diffuser Assembly 7 - Deflector 11 - Link 4 - Saddle Frame Assembly 1-9/16" j 2-1/4" (39,7 mm)] (57,2 mm) 10 11 9 ____________ 1-1/8" 7 FLOW FLOW FRAME ARMS WRENCH 1/2" 2 3 7/16" HEX NPT (11,1 mm) NOMINAL CROSS MAKE-IN SECTION ELEVATION FIGURE B MODELS BBI, BB2, AND BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet 3 - Sealing 6 - Lever 10 - Link Assembly 7 - Deflector Assembly 4 - Saddle Frame 7/16(11,1 mm)] WRENCH 1/2" 2-1/8" (54,0 mm) 1-5/16" (33,4 mm) FLOW 1.11 FRAME - ARMS 4 3" (76,2 mm) NOMINAL HEX NPT MAKE-IN ELEVATION FIGURE D MODELS SDI, SD2, AND 5D3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS I I I I U E I I I I I 7 LI I I H TFP6IO Page 3 of 28 I Components: I I 1 - Frame 5 - Compression I I 2 - Sealing Screw I I Assembly 6 - Deflector I I3 - Button 7 - Ejection I 4 - Bulb Spring 1-11/16" (42,9 mm) 6 RINKLER J ARMS (57,2 mm) kF :RENl! RAM 2-1/4" FLATS 1/2" NPT 7/16(11,1 mm) J NOMINAL MAKE-IN CROSS SECTION ELEVATION FIGURE F MODEL AP WITH 4.2 OR 5.6 K-FACTOR SPECIFIC APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2-1/8 2" - (54.0 mm) [(50.8 mm) 1-1/16' 1-1/4" (27,0 mm) (31,13 mm) W FLOW T r,r1j ELIEF 7/16 (1111,1 mm)] 1/2 NPT NOMINAL WRENCH FRAME MAKE-IN FLATS ARMS CROSS SECTION ELEVATION FIGURE E MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS 1 I I Li I I I I Another cost reduction is the Listing of BLAZEMASTER CPVC for use in attic spaces to feed the wet system Specific Application Attic Sprinklers for Protect- ing Attics, as well as to feed the wet system sprinklers below the ceiling. Traditionally, BLAZEMASTER CPVC has been used on the lower floors in the joist space above a ceiling that do not require sprinklers. The cost of using CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic. There are four models of the Specific Application Attic Sprinklers used for protecting attics: BB, SD, HIP, and AR The Model BB and Model SD Sprinklers have three separate versions used for different roof pitches. The pitches, as applicable, can vary from a minimum of 3:12 to a maximum of 12:12. For more information, refer to Table A. BB Sprinkler (Back to Back Dual Directional) The Model BB Specific Application Attic Sprinkler, as seen in Figure A, B and C, throws a narrow and long pattern. The narrow spacing along the ridge serves two purposes: the response time is reduced by placing the sprinklers no farther than 6 ft (1,8 m) apart, and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30 ft (9,1 m) in each direction when measured horizontally. There are three different models that account for different roof slopes: BB1, B132, and BB3. Each model is provided in one of three different orifice sizes: K=4.2, 5.6, or 8.0. SD Sprinkler (Single Directional) The Model SD Specific Application Attic Sprinkler, as seen in Figure D, throws a narrow but long pattern like the Model BB. However, unlike the Model BB, the Model SD only throws in one direction. Model BB Sprinklers are primarily used where shear walls or draft curtains have been installed within an attic space. Model BB Sprinklers are also used when the framing direction is parallel with the outside wall in the hip area. For more information, refer to Figure 13. In this case, the SD Model Sprinkler would be used on one side of the slope and AP Sprinklers or Standard Spray Sprinklers would be used to protect the other side. The Model SD Sprinklers must be installed in a vertical upright orientation and not angled with the slope. Achiev- ing the vertical upright orientation may require the use of a swing joint if the SD Sprinklers are being fed from a line running along and parallel to the roof hip. There are three different models that account for different roof slopes: SD1, SD2, and SD3. HIP Sprinkler The Model HIP Specific Application Attic Sprinkler, as seen in Figure E, covers the area of the hip in the attic. This is a slightly different concept than the BB Model or SD Model Sprinklers. The HIP Sprinkler is located along the slope running down the hip, and throws a 90° pattern toward the outside eaves. This pattern allows the water to "corner" and control the fire. The HIP does not throw much water directly up or down the hip, but rather it throws most of the pattern out to each side (90°) down the slope of the roof. This sprinkler is typically spaced 6 ft (1,8 m) to 3 ft (0,9 m) on center down the slope. To use the HIP Sprinkler, the framing must be perpendicular to the outside wall (refer to Figure 12) and the maximum throw cannot exceed 28 ft (8,5 m) measured horizontally. The HIP, unlike the BB Model and SD Model, is installed with the deflector parallel with the slope. There is only one model with flows and pressures for two different spacings. I I I LI H I I I I I I TFP6IO Page 4 of 28 AP Sprinkler (Attic Plus) The AP Specific Application Attic Sprin- kler are to be installed in the upright orientation with their deflector parallel to the roof. The Model AP Sprinklers, as seen in Figure F, are intended to be used to provide protection of attic areas outside the scope of applica- tions for the BB, SD, or HIP Sprinklers. The AP Sprinklers must only be used in conjunction with other Specific Appli- cation Attic Sprinklers (BB, SD, and HIP), or as permitted in other sections of this document. The AP Sprinklers will provide a hydraulic advantage over Standard Spray Sprinklers for the pro- tection of attic areas outside the scope of application for the BB Model, SD Model, or HIP Model Sprinklers. NOTICE The Specific Application Attic Sprin- klers for Protecting Attics described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of NFPA, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY4180* 13131 K=8.0 TY4181* 13132 K=8.0 TY4182* 13133 K=8.0 TY3180* 13131 K=5.6 TY3181* BB2 K=5.6 TY3182* 131213 K=5.6 TY2180 13131 K=4.2 TY2181 BB2 K=4.2 TY2182 BB3 K=4.2 TY3183* SD1 K=5.6 TY3184* SD2 K=5.6 TY3185* SD3 K=5.6 TY3187* HIP K=5.6 TY3190 APK=5.6 TY2190 APK=4.2 * The "TV" prefix is a re-designation of the previous "C" prefix. For example, TY4180 is a re-designation for C4180. Technical Data Approvals UL and C-UL Listed These Approvals only apply to the service conditions indicated in the Design Criteria section on Page 6 and the Design Guidelines section on Page 8. Pipe Thread Connection 1/2 inch NPT for K=4.2 and 5.6 3/4 inch NPT for K=8.0 Discharge Coefficient K = 4.2 GPM/p5i½ (60,5 LPM/bar) K = 5.6 GPM/psi/2 (80,6 LPM/bar½) K = 8.0 GPM/p5i½ (115,5 LPM/bar½) Temperature Rating Intermediate Temperature as follows: —200°F (93°C) for BB (K4.2 and K8.0), HIP, AP -212'F (100°C) for BB (K5.6), SD Finish Natural Brass Physical Characteristics (Figures A, C and E) Frame ............................Bronze Button .....................Bronze/Copper Sealing Assembly.. Beryllium Nickel w/TEFLON Bulb.....................Glass (3 mm dia.) Link .............................MONEL Compression Screw ..................Brass Deflector ....................Brass/Bronze Physical Characteristics (Figures B and D) Body ..............................Brass Cap ..............................Bronze Sealing Assembly.. Beryllium Nickel w/TEFLON Saddle.............................Brass Link Assembly......................Nickel Compression Screw ..................Brass Deflector ....................Brass/Bronze Lever .....................Bronze Deflector Frame ............................Bronze Diffuser ............................Brass Rivet ..............................Brass Physical Characteristics (Figure F) Frame .............................Brass Button ............................Bronze Sealing Assembly.. Beryllium Nickel w/TEFLON Bulb.....................Glass (3 mm dia.) Compression Screw ..................Brass Deflector ..........................Bronze Operation BB (K=8.0 and 4.2), HIP (K=5.6) and AP (5.6 and 4.2) The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. BB (K=5.6) and SD (K=5.6) The fusible link assembly is comprised of two link halves which are joined by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, allowing the sprinkler to activate and water to flow. I I I I I I I I I I I I I I I I I I I I TFPGIO Page 5 of 28 I Installation I The TYCO Specific Application Attic Sprinklers for Protecting Attics must be installed in accordance with this section. I - Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss I of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch I (1,6 mm) for the 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°C) tem- perature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N.m). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. To install the Specific Application Attic Sprinklers, complete the following: Step 1. Sprinklers must be oriented correctly as follows: Model BB Sprinklers are to be installed in the upright vertical posi- tion with the flow arrows on the deflector pointing down the two opposing slopes. Model SD Sprinklers are to be installed in the upright vertical posi- tion with the flow direction arrow on the deflector pointing down the slope. The Model HIP Sprinklers are to be installed with the deflector at the top, the sprinkler centerline perpendicular to the ridge of the hip roof, and the flow direction arrows on the deflec- tor pointing down the two oppos- ing slopes. Unlike the Model BB and Model SD, the Model HIP is installed angled so that its deflector is paral- lel with the slope of the hip ridge line. The Model AP Sprinklers are to be installed in the upright position with the deflector parallel to the roof slope. There are no flow arrows on the deflector to consider; however, a good piping practice is to position all the Model AP Sprinklers so that their frame arms are in the same direction. I I FIGURE G DO NOT GRASP DEFLECTOR WRENCH I I FLATS ENGAGE SPRINKLER 7 THREAD RELIEF WITH WRENCH N JAW FLANGES N. WRENCH "A"ONLY D \ JAW FLANGE D 7' FIGURE H W-TYPE 3 SPRINKLER WRENCH FOR USE WITH BB (K=8.0) SPRINKLERS' WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE END \ JAW FLANGE MARKED A" ONLY FIGURE J W-TYPE 6 SPRINKLER WRENCH For Use with BB (K=4.2) Sprinklers Step 2. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Note: With reference to Figure G, do not grasp the sprinkler by the deflector. Step 3. Wrench-tighten the sprin- kler using only the wrenches shown in Figures H through M. Wrenches are only to be applied to the sprin- kler wrench flats or wrench hex, as applicable. _-UPWRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH N JAW FLANGES WRENCH 7"0 D \ JAW FLANGE D A NLY FIGURE K W-TYPE 20 SPRINKLER WRENCH For Use with HIP (K=5.6) Sprinklers WRENCH HEX APPLY WRENCH4 TO WRENCH HEX ONLY ADJUST N,,, WRENCH JAW TO FIT WRENCH HEX FIGURE L ADJUSTABLE WRENCH For Use with BB (K=5.6) and SD (K=5.6) Sprinklers FLATS I WRENCH ENGAGE c- - SPRINKLER THREAD RELIEF WITH WRENCH N JAW FLANGES N WRENCH USE END \ JAW FLANGE MARKED "A" ONLY FIGURE M W-TYPE 6 SPRINKLER WRENCH For Use with AP (11=4.2 and 5.6) Sprinklers I I I I I H I U I U TFP6IO Page 6 of 28 Design Criteria Area of Use The TYCO Specific Application Attic Sprinklers are designed for use in roof structures and combustible and non-combustible sloped attic spaces, including wood joist/rafters and wood trussed attics with a ceiling below. System Type for BB, SD, HIP, or AP Sprinklers Wet using CPVC pipe Wet or dry using steel pipe Note: Use of the 4.2 K sprinklers in dry pipe systems is permitted by NFPA 13 where piping is corrosion resistant or internally galvanized. Hazard Light Hazard. BB, SD, or HIP Allowable Roof Span (Coverage) and Roof Pitch Refer to Table A for allowable roof spans and roof pitches, and for the associated minimum sprinkler flows and pressures. Figures 1, 2, 11 and 12 illustrate where the roof span is to be measured. Coverage Beyond BB, SD or HIP Allowable Roof Spans Up to 10 ft (3,1 m) of coverage at the eave(s) beyond the allowable roof spans for BB, SD, or HIP Sprinklers may be obtained by using a single row of AP Sprinklers. For more information, refer to Figure 14A, 1413, and 15. BB, SD, HIP, or AP Minimum Distance Between Sprinklers 4 ft (1,2 m) as measured along the branchline for BB and SD. For more information, refer to Figure 3. 3 ft (0,9 m) as measured along the branchline for HIP. For more informa- tion, refer to Figure 12. 7 ft (2,1 m) between AP Sprinklers. BB, SD, HIP, or AP Maximum Distance Between Sprinklers 6 ft (1,8 m) on center along the branch- line for BB, SD, and HIP. For more infor- mation, refer to Figure 3 and 12. For AP, the maximum spacing is 10 ft (3,1 m) perpendicular to slope and 12 ft (3,6 m) parallel to slope. When there is more than one row of AP Sprin- klers, the sprinklers must be staggered as seen in Figure 20-13-3. BB, SD, HIP, or AP Minimum Distance to AP Sprinklers or Standard Spray Sprinklers As measured along the peak/ridge direction, 6 ft (1,8 m)from BB, SD, and HIP to Standard Spray Sprinklers. For more information, refer to Figure 4. As measured along the peak/ridge direction, 7 ft (2,1 m) from AP to Stan- dard Spray Sprinklers. For more infor- mation, refer to Figure 4. In the slope direction, 26 ft (7,9 m) from BB or HIP Sprinklers to AP Sprinklers or Standard Spray Sprinklers. For more information, refer to Figure 6. BB, SD, or HIP Deflector Installation Position Below Peak/Ridge or Deck For roof pitches of 4:12 (33%) to 12:12 (100%), 22 in. (558,8 mm) maximum and 16 in. (406,4 mm) minimum. For more information, refer to Figure 2 and 5. For roof pitches of 3:12 (25%) up to 4:12 (33%), (only 4.2K Model BB), 12 in. (304,8 mm) maximum below the peak and a minimum of 1 in. (25,4 mm) below the bottom of the top chord or solid wood rafter. AP Deflector Position and Roof Pitch 1 to 3 in. (25,4 to 75,6 mm) below the bottom of the top chord or bottom of solid wood rafter, where the roof pitch is 3:12 to 12:12 and the top chord or solid wood rafter is a nominal 12 in. (600 mm) or less. BB or SD Deflector Installation Position Above Scissor Truss 18 in. (457,2 mm) minimum. For more information, refer to Figure 5. BB, SD, or HIP Minimum Distance Away from Trusses Attic Sprinklers must be installed 6 in. (152,4 mm) away from the face of trusses. For more information, refer to Figure 7. SD Distance from Shear Wall or Draft Curtain 4 to 6 in. (101,6 to 152,4 mm) from face, and a minimum of 8 in. (203,2 mm) above the bottom of the draft curtain. For more information, refer to Figure 2. Draft Curtains Draft curtains installed to permit the installation of Attic Sprinklers shall be constructed so as to not allow heat to escape through or above the draft curtain. The draft curtain may be con- structed of 1/2 in (12,7 mm) plywood. BB or HIP Maximum Distance from the Center Line of the Ridge 6 in. (152,4 mm) with the deflector located 16 to 22 in. (406,4 mm to 558,8 mm) from the peak. For more informa- tion, refer to Figure 8. Use of UL Listed BLAZEMASTER CPVC Piping with Specific Application Attic Sprinklers for Protecting Attics (Wet Systems Only) BLAZEMASTER CPVC piping may be used in a combustible concealed attic space requiring sprinklers when installed in accordance with the follow- ing guidelines: Note: Where the use of non-com- bustible insulation is specified, verify with the insulation manufacturer as to the non-combustibility of the insula- tion. The non-combustible insulation (fiberglass) may be faced or unfaced. Where faced, the facing need not be non-combustible. The insulation is to have a flame spread index of not more than 25. Verify chemical compatibility of the insulation with BLAZEMASTER CPVC by consulting www.lubrizol.com. BLAZEMASTER CPVC may be used to feed the wet system ceiling sprin- klers on the floor below. There must be 6 in. (152,4 mm) of non-combus- tible insulation covering the horizon- tal or vertical pipe extending 12 in. (304,8 mm) on each side away from the centerline of the pipe. Refer to Figures 9A, 913, and 9C. The area above the pipe must be protected by BB, SD, HIP, or AP Sprinklers. For more information, refer to Figure 9A. If the pipe is located inside the ceil- ing joist, the joist channel must be covered or filled with 6 in. (152,4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers. For more information, refer to Figure 9B. Insulation is for fire protection purposes. It is not freeze protection. BLAZEMASTER CPVC must be installed in accordance with the BLAZEMASTER installation guide instructions. With reference to Figure 19, BLAZE- MASTER CPVC may be used exposed to feed wet system BB, SD, or HIP Sprinklers where: Risers are vertical and protected by BB, SD, or HIP Sprinklers locat- ed at a maximum lateral distance of 12 in. (304,8 mm) from the riser centerline. BB, SD, or HIP Sprinklers are di- rectly mounted on the branchline. SB, SD, or HIP Sprinklers are on arm-overs and located at a max- imum lateral distance of 6 in. (152,4 mm) from the branchline centerline. BB, SD, or HIP Sprinklers are on vertical sprigs attached to the branchline. I I I I I I I I I I I I I I I I I 1 TFP6IO Page 7 of 28 MODEL K SIN ALLOWABLE ROOF SPAN 'a' 'b' 'e' ' '' '' ' Feet (m) MINIMUM FLOW, GPM (LPM) PRESSURE, MINIMUM PITCH psi (bar)' ' usever Un DRY PIPE SYSTEM MAXIMUM WATER DELIVERY TIME, Seconds B131 6.0 TY4180 !g60 (18,3) 36(144) 22.6(1,5) 4:12 (33) to less than 7:12 (58) (c) 13132 8.0 TY4181 :560 (18,3) 38 (144) 22.6 (1,5) 7:12 (56) to less than 10:12 (83) (c) 13133 8.0 TY4182 !~60 (1893) 40(152) 25.0(1,7) 10:12(83) to 12:12(100) (c) BB1 5.6 1Y3180 >40(12,2) to !~60 (18,3) 38(144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) 13132 5.6 TY3181 >40 (12,2) to 60 (18,3) 38 (144) 46.0 (3,2) 7:12 (58) to less than 10:12 (83) (C) 13133 5.6 TY3182 >40 (12,2) to 60 (18,3) 38 (144) 46.0(392) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 !;40 (12,2) 25 (95) 20.0(1,4) 4:12 (33) to less than 7:12 (58) (c) 8132 5.6 TY3181 !~40 (12,2) 25 (95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) BB3 5.6 TY3182 540 (12,2) 25(95) 20.0(1,4) 10:12 (83) to 12:12 (100) (c) 13131 4.2 TY2180 !g20 (6,1) 13 (49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45 (d) BB2 4.2 TY2181 :520 (6,1) 13 (49) 9.6 (0,7) 7:12 (58) to less than 10:12 (83) 45 (d) B63 4.2 1Y2182 :520 (6,1) 13 (49) 9.6 (0,7) 10:12 (83) to 12:12 (100) 45 (d) SD1 5.6 TY3183 >30 (9,1) to !940 (12,2) 35 (132) 39.0 (2,7) 4:12 (33) to less than 7:12 (58) (C) SD2 5.6 TY3184 >30 (9,1) to !940 (12,2) 35 (132) 39.0 (2,7) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 1 TY3185 >30 (9,1) to ~40 (12,2) 35 (132) 39.0(2,7) 10:12 (83) to 12:12 (100) (c) SD1 5.6 TY3183 >10 (3,0) to :g30 (9,1) 25 (95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >10(3,0) to != (9,1) 25 (95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 >10(3,0) to :g30 (9,1) 25(95) 20.0(1,4) 10:12 (83) to 12:12 (10 0) (c) SD1 5.6 TY3183 !00 (3,0) 19 (72) 11.5 (0,8) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 !00 (3,0) 19 (72) 11.5(0,8) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 1510 (3,0) 19 (72) 11.5 (0,8) 10:12 (83) to 12:12(100) (c) HIP 5.6 TY3187 >20(6,1) to !928 (8,5) 34 (129) 36.9 (2,5) 4:12 (33) to 12:12 (100) (c) HIP 5.6 TY3187 1520 (691) 25 (95) 20.0 (1,4) 4:12 (33) to 12:12 (100) (C) AP 5.6 TY3190 '3 6' 103 (,) x 12 'Minimum -See note (e)(4,1 Minimum 7 psi (0,48 bar) 10 If 2 mm/mm.) Design Density 3:12 (25) to 12:12 (100) 60 (d) AP 1 4.2 TY2190 3:12 (25) to 12:12 (100) 60 (d) NOTES The BB and SD roof span is measured horizontally (not along the slope) as shown in Figure 1 and Figure 2. The HIP roof span is measured horizontally as shown in Figure 2. C. Refer toNFPA 13. Maximum water delivery time for all system sizes. The AP roof span is measured along the slope. Maximum 10 ft (3, m) perpendicular to slope by maximum 12 ft (3,6 m) parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS I I I [1 I I I I I I I I I I I I I I I I TFP6IO Page 8 of 28 BB, SD, or HIP Sprinklers are on arm-over or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 in. (152,4 mm) from the branchline centerline. A minimum lateral distance of 18 in. (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps. BLAZEMASTER CPVC may be used exposed to provide wet system, ver- tical or angled, sprigs to AP Sprin- klers (refer to Figures 17A and 17B) where: The exposed portion of an angled sprig is a maximum length of 3 ft (0,9 m), the sprig is supported ad- jacent to the AP Sprinkler, and ver- tical restraint is provided using the CPVC hanger support for horizon- tal pipe runs. Vertical sprigs have a maximum exposed length of 10 ft (3,05 m), the AP Sprinkler is located at a maximum lateral distance of 12 in. (3304,8 mm) from the sprig center- line, and the sprig is supported at the swing joint to the AP Sprinkler. A minimum 6 in. (152,4 mm) deep of non-combustible insulation ex- tending 12 in. (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (refer to Figure 17A). If the CPVC branchline is located in- side the ceiling joist, the joist chan- nel must be covered or filled with a minimum of 6 in. (152,4 mm) deep of noncombustible insulation on top of the branchline feeding the AP sprigs (refer to Figure 17B). In- sulation is for fire protection pur- poses. It is not freeze protection. Additional depth of non-combusti- ble insulation may be added to re- duce the exposed length of the AP sprigs. A minimum lateral distance of 18 in. (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps. Mismatched Slopes Refer to Figure 10. Obstructions For BB, SD, and HIP, refer to Figure 16. For AP Sprinklers, refer to Figure 18. BB, SD, HIP, and AP Sprinklers may be installed directly on maximum 2-1/2 inch NPS (DN65) branch lines without the need for sprigs. See NFPA 13 for requirements when installed on pipe greater than 2-1/2 inch NPS (DN65). Hydraulic Requirements Refer to Figure 20. Determine the Correct Flow and Pressure For BB, SD, or HIP Sprinklers, deter- mine the roof span (measured horizon- tally) and the slope of the roof, and then refer to Table A. There is no interpola- tion of the flow and pressure shown. Round all cases to the next higher spacing. For example, a 45 ft (13,7 m) span with the BB1 (K=8.0) would be calculated at the 60 feet (18,3 m) span. For the AP Sprinklers, the minimum design pressure is 7 psi, and the minimum design density is 0.10 gpm/ft2 (4,1 mm/mm). The NFPA 13, 20 psi (1,4 bar) minimum operating pressure for Standard Spray Sprinkler spacings parallel to the ridge that are above 8 ft (2,4 m) does not apply to the AR Coverage Area Coverage area for the BB Sprinklers is determined by twice the distance of the furthest throw measured along the slope multiplied by the distance along the branchline. The maximum distance along branchline is 6 ft (1,8 m) regardless of the length of the throw. Note: The distance along the branch- line may have to be reduced to less than the maximum of 6 ft (1,8 m) to remain under 400 ft2 (37,2 m2) maximum depending on the slope and the span. In no case can the span exceed 60 ft (18,3 m) without additional Standard Spray Sprinklers. Coverage area for the SD (Single Directional) Sprinklers is the distance along the branchline multiplied by the distance of the throw down the slope. Regardless of the throw, the maximum distance along the branch- line is 6 ft (1,8 m), the maximum throw measured horizontally is 40 ft (12,2 m), and the maximum coverage per sprinkler is 400 ft2 (37,2 m2). Coverage area for the HIP Sprinklers is the distance down the larger slope multiplied by two, and multiplied by the distance between the sprinklers as measured along the slope of the hip. Coverage area for the AP (Attic Plus) Sprinklers is the distance along the branchline multiplied by the distance between the branchlines. The max- imum spacing is 10 ft (3,1 m) per- pendicular to the slope and 12 ft (3,6 m) parallel to slope, and as mea- sured on the slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-B-3. The maximum spac- ing per sprinkler is 120 ft2 (11,1 m2). Design Guidelines To design a project with the TYCO Spe- cific Application Attic Sprinklers, use these steps as a guideline: Determine if single, dual directional or hip sprinkler is needed. Determine the roof slope is between 3:12 to 12:12. If more than one slope is being used on a project, select the correct sprinkler for each area. Follow the guidelines for each type of sprinkler. Calculate the sprinkler system in accordance with the appropriate flow and pressure information provided in Table A, as well as Figure 20. There is no interpolation of the flows and pressures shown on the chart. For BB Sprinklers (Back to Back Dual Directional) Verify the framing direction is per- pendicular to the outside wall (refer to Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprinklers (refer Figure 13). Determine the throw needed. For more information, see the spac- ing requirements in Table A. If over 20 ft (6,1 m) and up to 60 ft (18,3 m) is required, use the 8.0 K-factor, BB Sprinklers to reduce the pressure required. If pressure is not a concern, use the 5.6 K-factor, BB Sprinklers to minimize over discharge. If less than 20 ft (6,1 m) is required, use the 4.2 K-factor, Back to Back Dual Directional to minimize pressure and flow requirements. Determine the distance along the slope. If the distance is not equal, use the longer side. Multiply the lon- ger side by two to determine the spacing down the slope. Four hun- dred divided by this value will deter- mine the maximum spacing along the ridge. The maximum distance is 6 ft (1,8 m). For example, a 12:12 slope at the maximum span of 60 ft (18,3 m) will produce a slope length of approximately 42.5 ft (13,0 m). That number multiplied by two pro- duces an 85 ft (25,9 m) throw. A 400 ft2 maximum divided by an 85 ft (25,9 m) throw only allows a 4 ft 8 in. (1,4 m) spacing along the ridge. Using the maximum spacing, space the sprinklers along the ridge. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. ri I I I I I I I I I I I Li] I I Li I 1 I For SD Sprinklers (Single Directional) Determine the throw needed As the 400 ft2 (37,2 m2) is not a factor with the SD Sprinklers, the maximum spacing is 6 ft (1,8 m) and the mini- mum is 4 ft (1,2 m). For more infor- mation, refer to Figures 2 and 11. The reason 400 ft2 is not an issue with the single directional is because, at its maximum spacing, 6 ft (1,8 m) on center / covering 40 ft (12,2 m) flat / a 12:12 slope / and the throw being 56.5 ft (17,2 m), the 400 ft2 (37,2 m2) maximum would not be exceeded. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. For HIP Sprinklers Verify framing direction is perpendic- ular to outside wall (refer to Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (refer to Figure 13). From the intersection of the top of the hip and the ridge, the maximum distance down the slope of the hip is 3 ft (0,9 m). Start the layout with the first sprinkler as close to that point as possible, but no further, while staying 6 in. (152,4 mm) away from the face of the trusses. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the out- side wall. Continue to space sprin- klers down the hip at a maximum of 6 ft (1,8 m) on center as measured along the slope of the hip. When the bottom of the hip is encountered, the last sprinkler must be within 7-1/2 ft (2,3 m) of the outside wall as mea- sured flat (plan view). If this pipe is "cut to fit", remember to account for the different slopes of the hip and the roof, as well as distances measured along the slope verses horizontal in plan view must be accounted for. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. Care and Maintenance The TYCO Specific Application Attic Sprinklers for Protecting Attics must be maintained and serviced in accor- dance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protec- tion system from the proper authorities and notify all personnel who may be affected by this action. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the NFPA, such as NFPA25. In addition to the standards of any other authori- ties having jurisdiction. Contact the installing contractor or product manu- facturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national code. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Over-heated solder type sprinklers must be replaced. Bulb-type sprin- klers that have been exposed to cor- rosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. For more informa- tion, refer to the Installation Section. TFP6IO Page 9 of 28 Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Model (specify), K-factor (specify), SIN (specify), Specific Appli- cation Attic Sprinkler, P/N (specify): BBI (K=8.0), TY4180 ......................51-623-1-200 BB2 (K=8.0), TY4181 ......................51-621-1-200 BB3 (K=8.0), TY4182 ...................... 51-622-1 -200 BB1 (K=5.6), TY3180 ......................50-601-1-212 BB2 (K=5.6), TY3181 ...................... 50-602-1 -212 BB3 (K=5.6), TY3182 ...................... 50-603-1 -212 BB1 (K=4.2), TY2180 ......................50-620-1-200 BB2 (K=4.2), TY2181 ......................50-621-1-200 BB3 (K=4.2). 1Y2182 ...................... 50-622-1 -200 SD1 (K=5.6), TY3183 ......................50-611-1-212 SD2 (K=5.6), TY3184 ......................50-612-1-212 SD3 (K=5.6), TY3185 ...................... 50-613-1 -212 HIP (K=5.6), TY3187 ......................51 -620-1-200 AP (K=5.6), 1Y3190 ...................... 50-625-1 -200 AP (K=4.2), TY2190 ...................... 50-624-1 -200 Sprinkler Wrench Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 20 Sprinkler Wrench, P/N 56-000-1-106 Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 I I Li I I I I I I I I I I I I I I TFP6IO Page 10 of 28 ROOF SPAN (COVERAGE) -1 SEE FIG.11I BACK TO BACK SPRINKLER STANDARD ',kZ\ TRUSS SCISSOR 12 TRUSS FIGURE 1 6-0" (1,83 m) MAXIMUM________ 4-0" (1,22 m) MINIMUM —71 MI 11SPRINKLERS11 II BBorSDA111C II I RIDGE II II II BRANCH II II II II LINE II II TRUSS - CEILING ii III FIGURE 3 22"(558,8 mm) MAX. BB, SD or HIP ATTIC 16" (406,4 mm) MIN. SPRINKLER -or- / STANDARD FOR A ROOF PITCH LESS THAN 4:12(33%), TRUSS 18" MIN. (457,2 mm) 12' (304,8 mm) MAXIMUM BELOW PEAK AND 1" (25,4 mm) MINIMUM A~ BELOW 8011DM OF TOP CHORD OR 'N RAFTER SC SCISSOR TRUSS 7/ FIGURE 5 4" (101,6 mm) MIN. (COVERAGE) 6" (152.4 mm) MAX. DECK . ROOF SPAN FROM WALL I O TODECK TANDARD PRINKLER RINKLERS DIRECTIONAL IFIG11 22" (558,8 mm) MAX .I SEE I 16" (406,4 mm) MIN. BOTTOM OF SHEATHIN ,, FULL WALL TO DECK mm) FIGURE 2 7-0" (2,1 m) MIN. FOR AP SPRINKLERS - 6-0' (1,8 m) MINIMUM FOR STANDARD SPRAY SPRINKLERS II II II Ii —77r- AP or STANDARD II ATTIC II III 1 SPRAY SPRINKLER 11 SPRINKLER1JNN RIDGE II II II BRANCH II II II II LINE I II II II II II TRUSS I I II II CEILING II II II II II II II II II II II I FIGURE 4 BB, SDorHIP ATTIC SPRINKLER 26-0" (7,92 7 AP or STANDARD SPRAY MINIMUM SPRINKLERS FIGURE 6 I I I I I I I I I I I 6"(152,4 mm) II II MINIMUM II II BB, SID orHIP II II SPRINKLER I II RIDGE II II BRANCH II II II II LINE II II II II II II II II TRUSS - II II CEILING II II II II II II II II II II / II II II II II I ii FIGURE 7 6(152,4mm) MAXIMUM 22" (558,8 mm) MAX. 16" (406,4 mm) MIN. BOTTOM OF SHEATHING FIGURE 8 BB or HIP ATTIC SPRINKLER I I I I I I I I I I I I I I I I I I I I I I I I I TFP6IO Page 11 of 28 (-12 MIN. -I • 12 MIN-- ATTIC (304,8 mm) ' (304,8 mm) SPRINKLER PROTECTED SPACE XXyXX,XyXyj (152,4 mm) INSULATION FOR FIRE CEILING/ i" I NON-COMBUSTIBLE JOIST PROTECTION OF CPVC CPVC PIPE CEILING PIPE, NOT FREEZE & FITTINGS SPRINKLER PROTECTION FIGURE 9A NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED OPTION A I OPTION B SPACE MIN. IV,. \I (1524mm)\ / JOIST CPVC PIPE CEILING & FITTINGS SPRINKLER CEILING FIGURE 9B NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED SPACE VERTICAL RISE _ _6MIN. (152,4 mm) CEILING - \\JOIST CEILING CPVC PIPE ELEVATION \ & FITTINGS CHANGE CEILING FIGURE 9C FIGURE 9 NON-COMBUSTIBLE INSULATION FOR THE PROTECTION OF CPVC PIPE SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE DRAFT CURTAIN / \ 8 MIN. (SHOWN) (203,2 mm) OR FULL WALL TO ROOF DEC ZA B\ WHEN ANGLE A DOES NOT EQUAL ANGLE B FIGURE 10 PERMITTED USE OF ATTIC SPRINKLERS FOR MISMATCHED SLOPES AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BB, SD or HIP COVERAGE ON HORIZONTAL 1-- / NON-COMBUSTIBLE ROOF JOIST INSULATION OR TOP CHORD FIGURE 11 COVERAGE STARTING POINT ATEAVE CEILING JOIST MAXIMUM 2 (50 mm) VENT PERMITTED TOP OF INSULATION ROOF JOIST OR TOP CHORD AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BB, SD or HIP h COVERAGE ON HORIZONTAL 6-0" (1,8 m) MAX. BACK TO BACK SPRINKLERS MAXIMUM 40-0" (12,2 m) HORIZONTAL ROOF SPAN (COVERAGE) OUTSIDE WALL SINGLE DIRECTIONAL' SPRINKLERS HIP RIDGES - ROOF SLOPE RIDGE LINE 3-0" (0.9 m) - MAX. ON HIP SLOPE TFP6IO Page 12 of 28 T-6"(2,3 m) MAX. HORIZONTAL EIIIIIIIIJ rT HIP SPRINKLERS BACK PROTECT AREA ON TO BACK I I FIGURE 12 BOTH SIDES OF SPRINKLERS HIP ROOF INSTALLATION WITH RAFTERS FRAMED RAFTERS IN HIP SLOPE PERPENDICULAR TO OUTSIDE WALL AREA PERPENDICULAR ROOF TO OUTSIDE WALL I_ SLOPE SLOPE (SHOWN WITH HIP ___________________ SPRINKLERS PROTECTING HIP SLOPE AND ADJACENT OUTSIDE LINE AREAS TO HIP SLOPE) MAXIMUM WALL 28-0" (8,5 m) HIP HORIZONTAL RIDGES 6-0' (1.8 m) MAX. 3-0" (0,9 m) I SEE FIG. 11 I 3-0" (0.9 m) MIN. MAX. ON ON HIP SLOPE HIP SLOPE I I I I I I I FIGURE 13A HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE) WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) I Li I I 3-0" (0,9 m) MAX. ON - HIP SLOPE CPVC PIPE MAY BE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW (SEE PAGE 6) I FIGURE 13B HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE AND ADJACENT AREAS TO HIP SLOPE) STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL OUTSIDE WALL - WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) HIP RIDGES I I I I 31 I1 3 I I I I I I 33 I I I I I I ii II 1 I 1 1 1 3 3 1 I I I I I I I I IS I I 3 3 I I I I 1 I HIP I I I I I I I I SLOPE I 3 I J I I 4 1 4 I I I I I 3 .........................I I I IS I I I '1 3 1 I I I I I I II 'I.......................... I I I III I I 1 3 6'-0" (1,8 m) MAX. I BACK TO BACK SPRINKLERS ROOF SLOPE \ RIDGE LINE I I CPVC PIPE MAY BE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW (SEE PAGE 6) I LI I I TFP6IO Page 13 of 28 Attic Spaces Greater Than 60 ft (18,3m) up to 80 ft (24,4m) Wide, (refer to Figures 14 and 15). Only 8.0 K, BB Sprinklers in conjunction with AP Sprinklers or Standard Spray Sprinklers can be used to protect attics up to 80 ft (24,4 m) wide. NOTES: Attics over 80 ft (24,4 m) wide must use Standard Spray Sprinklers throughout because Attic Sprinklers have not been tested in this scenario. For single ridge construction (refer to Figure 14A and 1413), use 8.0K, BB Sprinklers to protect the center portion. AP Sprinklers (refer to Figure 14A) or Standard Spray Sprinklers (refer to Figure 1413) are then used to protect up to 10 ft (3,1 m) of width at the eaves beyond the maximum allowable 60 ft (18,3 m) span of the 8.0K, BB Sprinklers. For hip roof construction (refer to Figure 15), use 8.0K, BB Sprinklers in the center portion and HIP Sprinklers can be located down the entire hip. AP Sprinklers or Standard Spray Sprinklers are then used to protect up to 10 ft (3,1 m) of width at the eaves beyond the maximum allowable 60 ft (18,3 m) span of the 8.0K, BB Sprinklers, and the maximum allowable horizontal coverage of the HIP Sprinklers. SEE FIG. 11 I SEE FIG. 11 I SD SPAN (TABLE A) BB SPAN I (TABLE A) AP 10-0' MAX. SPRINKLERS 10-0 MAX. (305 m) BB ATTIC SPACED (3,05 m) SPRINKLER (1,83m) SPRINKLER 7-0(1,8 m) AP SPRINKLER 60' SID ATTIC TO COVERAGE (1,83 m) SPRINKLER ON CENTER MA (1,83 m) SPRINKLERS ON CENTER FIGURE 14A FIGURE 14B BACK 01. TO BACK (3,0 m) SPRINKLERS SPRINKLERS HIP ____ RIDGES (3,0 m) AP W SPRINKLERS RIDGE AT THE EAVES LINE PERIMETER / PROTECTNiL ROOF PE pFEAREA BB SPAN (rABLEA) CPVC PIPE MAY I I BE USED IN SHADED I I 7-0' to 10-0" AREA FOR CEILING (20 m to 3,0 m) PROTECTION BELOW ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 I I I I I I I I I I I P1 I I I I 1 I TFP6IO Page 14 of 28 BB ATTIC BB ATTIC 3-1/2 MIN. ANY SPRINKLER SPRINKLER I 36' IN. DISTANCE (88,9 mm) / NO AIR SPACE (914,4 mm) GREATER 6' MAX. THAN 6 ADDITIONAL I _ (152,4 mm) (152,4 mm) SPRINKLER ADDITIONAL AP REQUIRED OR STANDARD SPRAY SPRINKLER REQUIRED /(LOCATE PER FIGURE 14AOR14B) FIGURE 16A FIGURE 16B There can be a maximum of a 6 in. (152,4 mm) high Horizontal Obstruction as long as it is 36 in. (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. Refer to Figures 16A and 1613. This criteria does not limit the top chord of the trusses or the depth of the raf- ter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC SPRINKLER 36' (914,4 mm) MINIMUM NO ADDITIONAL SPRINKLER REQUIRED (2 \\ 1 L4 _4'-O' (1,2 m) MAXIMUM \\// FIGURE 16C LESS THAN BB ATTIC 6" (152,4 mm) SPRINKLER ADDITIONAL AP OR STANDARD SPRAY SPRINKLER(S) REQUIRED (LOCATE PER FIGURE / i4AOR14B)//r GREATER THAN 14'-0'(1,2m) FIGURE 16D If the Horizontal Obstruction is below the sprinkler, there must be 6 in. (152,4 mm) clearance over the top of the obstruction, and the obstruction must be 4 ft (1,2 m) or less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicu- lar to and from the bottom of the rafter. If there is not 6 in. must be located on the other side of the obstruc- tion. If the obstruction is greater than 4 f (1,2 m) in width, a sprinkler must be added below the obstruction. Refer to Figures 16C and 16D, where the maximum spacing for AP Sprinklers is 12 ft (3,7 m) and Standard Spray Sprin- klers is 15 ft (4,6 m). Dimension A Distance B Additional Sprinkler Required Beyond Obstruction Maximum Horizontal Dimension of Obstruction Minimum Horizontal Distance to Obstruction All Vertical Obstructions <6(152,4 mm) YES 1/2-1(12,7 mm-25,4 mm) 6" (152,4 mm) NO 1-4" (25.4 mm-1 01,6 mm) 12 (304,8 mm) NO 4-8 (101,4 mm-203,2 mm) 24" (609,6 mm) NO 8-10" (203,2 mm-254,0 mm) 5-0' (1,52 m) NO 10-20' (254,0 mm-508,0 mm) 10-0' (3,05 m) NO 20-30' (508,0 mm-762,0 mm) 15-0' (4,57 m) NO 30-40" (762,0 mm-1016,0 mm) 20-0' (6,10 m) NO 40-48" (1016,0 mm-1219,2 mm) 25-0" (7.62 m) NO >48" (1219,2 mm) Any Distance YES DIMENSION A PER TABLE DIMENSION B D_ ________ PER TABLE ADDITIONAL AP OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE , 14A0R14B) '- FIGURE 16E For Vertical Obstructions, the maximum dimension of the obstruction is its width and the horizontal distance away from the obstruction is measured horizontally. 6(152,4mm) MINIMUM 36" (914,4 mm) MINIMUM FIGURE 16 (1 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD AND HIP I TFP6IO I Page 15 of 28 FIGURE 16F AREA OUTSIDE OF MECHANICAL SPACE OR SIMILAR COMPARTMENTAL SPACE When a BB Sprinkler is 36 in. (914,4 mm) or greater above the space, and 36 in. (914,4 mm) or greater clearance above the space is present, additional sprinklers are not needed. When a BB Sprinkler is 36 in. (914,4 mm) or greater above the space, and a 12 to 36 in. (304,8 to 914,4 mm) clear- ance above the space is present, Intermediate Level Stan- dard Sprinklers are to be installed to protect the obstructed area. Otherwise, the area beyond the mechanical space is to be protected as shown by installing Standard Spray Sprinklers as necessary or by constructing a shear wall and installing SD Sprinklers. Note: In all cases, the mechanical space or similar compartmented space is to be sprink!ered per its respective hazard rating and sep- arated from the light hazard attic space by construction that has a fire resistance rating based on the water supply duration required for the hazard rating within the mechanical space or similar com- partmented space. FIGURE 16G PIGGYBACK TRUSSES When a BB Sprinkler can be installed below or between stiffeners and maintain the 16 to 22 in. (404,4 to 558,8 mm) distance to the peak, as well as the "V" and "H" clearance to the stiffeners, additional sprinklers are not required. When the stiffeners are located a minimum of 12 in. (304,8 mm) below the BB Sprinkler, the stiffeners are 7-1/2 in. (190,5 mm) maximum in width, the openings are 12 in. (304,8 mm) minimum, and there is 70% minimum open area, additional sprinklers are not required. Otherwise, additional sprinklers are required as shown. gl= BOTTOM STIFFENERS PLANE OF STIFFENERS Li I I I I V H BB1 BB2 BB3 0° 0" 0" 0" v>0" I- V+15" 1 V+10" 1 V+8° I 36" (914,4 mm) OR GREATER BB ATTIC SPRINKLER 22" (558,8mm) MAX. 16" (406,4 mm) MIN. NO ADDITIONAL 36" (914,4 mm) SPRINKLERS OR GREATER REQUIRED ZZXZ'~" N~~ STANDARD MECHANIC SPRAY SPRINKLER I SPACE 4" (101.6 mm)TO 6" (152,4 mm) TYP. 12" (304,8 mm)TO I 36(914,4mm) 36(914,4mm) OR GREATER INTERMEDIATE LEVEL BB ATTIC STANDARD SPRAY SPNKLER SPRINKLER T STANDARD MECHANICAL 4" (101,6 mm) TO SPRAY SPRINKLER SPACE 60 (152,4 mm) TYP. BB ATTIC SPRINKLER STANDARD PRAY SPRINKLER LESS THAN 12" (304,8 mm) / Ii TOP OF BB ATTIC DEFLECTOR SPRINKLER BB ATTIC 70% MINIMUM SPRINKLER OPEN AREA STIFFENERS 12" MIN. 3-1/2" MIN. ' (88,9 mm) (304,8 mm) AIR SPACE H 7-1/2" MAX. I I I 12" MIN. (190,5 mm) —1 I I (304,8 mm) BB ATTIC LESS THAN SPRINKLER OR 70% OPEN AREA, STANDARD SPRAY OPENINGS LESS THAN SPRINKLER 12" (304,8 mm) WIDE, OR STIFFENERS INTERMEDIATE GREATER THAN LEVEL (190,5 mm) STANDARD SPRINKLER WIDE I I I [1 LI I I I MECHANICAL SPACE I PROTECT WITH ADD SHEAR WALL AND STANDARD SPRAY PROTECT WITH SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS SINGLE INSTALL SINGLE DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 (2 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD, AND HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) I I OBSTRUCTION Al AP SPRINKLER A~:3Cor3D D A !~ 24' (609,6 mm) (Use dimension C or 0, whichever is greater) Minimum Horizontal Vertical Distance Distance Below Deflector (A) (B) (!052,4 mm) (76,2 mm) >6"t09 (>152,4mm to 228,6 mm) (101,6 mm) >9'to12' 6' (>228,6 mm to 304,8 mm) (88,9 mm) >12' to 15' 8' (>304,8 mm to 381,0 mm) (203,2 mm) >15' to 18' 9-1/2' (>381,0 mm to 457,2 mm) (241,3 mm) >18'to24' 12-1/2' (>457,2 mm to 609.6 mm) (317,5 mm) >24't030" 15-1/2" (>609,6 mm to 762,0 mm) (393,7 mm) >30' 18' (>762,0 mm) (457,2 mm) FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS I I I I I I I ELEVATION VIEW AP SPRINKLER OBSTRUCTION OBSTRUCTION AP SPRINKLER PLAN VIEW TFP6IO Page 16 of 28 FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND I I I I AP 3-0" MAX. SPRINKLER . 1 0 1 9 m) SP AP RIG rJOIST \\ 6' (152,4 mm) zz~ AP SPRINKLER AP SPRIG 10-0 MAX. (3,0m) u 6" MIN. ,-ICiIT i ç (152,4 mm) BRANCHLINE OVER 12" MIN. 1 1 12" MIN. 12MIN.,' 12" MIN. JOISTS (304,8 mm) / (304,8 mm) (304,8 mm) / (304,8 mm) NON-COMBUSTIBLE \ NON-COMBUSTIBLE INSULATION FOR FIRE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PIPE, NOT FREEZE PROTECTION PROTECTION OPTION A OPTION B 3-0" MAX. (0,9m) SPRINKLER _________ SPRINKLER t"~ .- _________ AP 10-0 MAX. AP SPRIG V (3,0 SPRIG FIGURE 17B r EXPOSED CPVC WITH AP SPRINKLERS AND JOIST BRANCHLINE WITHIN JOIST JOISTS 6'MIN NON-COMBUSTIBLE 6 MIN. / LATION NON-COMBUSTIBLE (152,4 mm) /INSU FOR FIRE (152,4 mm)INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE PROTECTION OF CPVC PIPE, NOT FREEZE CEILING PROTECTION CEILING PROTECTION OPTION A OPTION B I I I I H H I I TFP6IO Page 17 of 28 A = 6 (150 mm) MAX. B r A A B - 12 (300 mm) MAX. ANGLE SPRIG A ARMOVER SPRIG ARMOVER L BRANCHLINE BRANCHINE VERTICAL SPRIG (DIRECT MOUNT VERTICAL RISER VERTICAL RISER FIGURE 19 HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is limited to 3000 ft2 (279 m2) in any single area. Areas must be separated by a minimum of 15 ft (4,6 m) by an area protected by BB, SD,or HIP Sprinklers, in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: FIGURE 20-A: "Attics Protected Entirely By BB, SD, and HIP Attic Sprinklers". 20-A-1 (Page 18) BB Sprinklers 20-A-2 (Page 18) BB and HIP Sprinklers 20-A-3 (Page 19) BB and SD Sprinklers 20-A-4 (Page 19) SD Sprinklers 20-A-5 (Page 19) SD and HIP Sprinklers 20-A-6 (Page 19) HIP Sprinklers FIGURE 20-13: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And AP Sprinklers". 20-B-1 (Page 20) SD Sprinklers and AP Sprinklers At The Ridge 20-B-2 (Page 20) BB Sprinklers and AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3 (Page 21) BB Sprinklers and AP Sprinklers At The Hip 20-B-4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, and AP Sprinklers At The Hip 20-B-5 (Page 22) BB, SD, or HIP Sprinklers and AP Sprinklers in a Dormer, at a Cross, or at an Ell 20-B-6 (Page 22) BB,SD, or HIP Sprinklers and AP Sprinklers Separated By Compartmentalization FIGURE 20-C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23) SD Sprinklers and Standard Spray Sprinklers At The Ridge 20-C-2 (Page 23) BB Sprinklers and Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24) BB Sprinklers and Standard Spray Sprinklers At The Hip 20-C-4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, and Standard Spray Sprinklers At The Hip 20-C-5 (Page 26) BB, SD, or HIP Sprinklers and Standard Spray Sprinklers in a Dormer, at a Cross, or at an Ell 20-C-6 (Page 26) BB, SD, or HIP Sprinklers and Standard Sprinklers Separated By Compartmentalization MODEL AP I MODEL BB MODEL SD MODEL HIP OR STANDARD BACK TO BACK SINGLE DIRECTIONAL SPRAY FIGURE 20 HYDRAULIC CALCULATIONS I El I LI Li I I I I Li I I I I I I I I TFP6IO Page 18 of 28 FIGURE 20-A-1. BB SPRINKLERS Wet Systems: Calculate the most demanding five sprinklers. Dry Systems: Calculate the most demanding seven sprinklers. See the adjacent figure. DRY SYSTEM SHOWN FIGURE 20-A-2. BB AND HIP SPRINKLERS Wet Systems: Calculate the most demanding five sprinklers. Dry Systems: Calculate the most demanding seven sprinklers. Then calculate the most demanding contiguous nine sprinklers with a maximum of seven to be BB Sprin- klers. See the adjacent figures. Use the most demanding calculation. DRY SYSTEM SHOWN DRY SYSTEM SHOWN TFP6IO Page 19 of 28 DRY SYSTEM SHOWN WALL OR DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN DRY SYSTEM SHOWN WET SYSTEM SHOWN FIGURE 20-A-3. BB AND SD SPRINKLERS Wet Systems: Calculate the most demanding five BB Sprinklers plus two SD Sprinklers. Dry Systems: Calculate the most demanding seven BB Sprinklers plus up to two SD Sprinklers. See the adjacent figure. FIGURE 20-A-4. SD SPRIN- KLERS Wet Systems: Calculate the most demanding five SD Sprinklers. Dry Systems: Calculate the most demanding nine SD Sprinklers. See the adjacent figure. FIGURE 20-A-5. SD AND HIP SPRINKLERS Wet Systems: Calculate the most demanding five sprinklers. _______ Dry Systems: Calculate the most _______ demanding nine sprinklers with ______ a maximum of seven to be SD Sprinklers. See the adjacent figure. FIGURE 20-A-6. HIP SPRIN- KLERS Wet Systems: Calculate the most demanding five sprinklers. See the adjacent figure. Dry Systems: Calculate the most demanding nine sprinklers. I I I I I I I I I I I I I I I I I I I OBSTRUCTION TFP6IO Page 20 of 28 FIGURE 20-B-I. SD SPRINKLERS AND AP SPRINKLERS AT THE RIDGE Wet Systems: Calculate the most demanding five sprinklers of one type. Use the most demanding calculation. Dry Systems: Calculate the most demanding nine SD Sprinklers, and then calculate the most demanding seven AP Sprinklers. Use the most demanding calcula- tion. See the adjacent figure. • . 4 ITT I ITT I DRY SYSTEM SHOWN I I I RIDGE I I\T WALLS OR DRAFT CURTAINS S j • . . . . ..I .1 • I • • £•1 I I•••_I I I DRY SYSTEM SHOWN FIGURE 20-B-2. BB OR SD SPRINKLERS AND AP SPRIN- KLERS AT THE EAVES OR BE- YOND AN OBSTRUCTION Wet Systems: Calculate the most demanding five BB or SD Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems: Calculate the most demanding seven BB or SD Sprinklers plus up to two most demanding AP Sprinklers. See the adjacent figures. AREA AREA 1 AREA - WITH AP -. WITH BB - WITH AP SPRNKLERS SPRINKLERS SPRINKLERS STAGGERED N. • . . / SPACING WHEN .N 7. MORETHAN N. ONEROW 41 MINIMUM SEPARATION 15-0 (4,6 m) WALL OR DRAFT CURTAIN DRY SYSTEM SHOWN AREA AREA 1 AREA 3 WITH AP WITH BB & SD WITH AP SPRNKLERS SPRINKLERS SPRINKLERS 15-0" (4,6 m) I TFP6IO 11 Page 21 of 28 FIGURE 20-B-3. BB SPRINKLERS AND AP SPRIN- KLERS AT THE HIP Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems: Calculate the most demanding five BB Sprinklers plus the two most demanding AP Sprinklers. Then calculate the most demanding area up to 1500 ft2 (137 m2) having AP Sprin- klers, for example, Area 2 in the adjacent upper figure. Use the most demanding calculation. Dry Systems: Calculate the most demanding seven BB Sprinklers plus the two most demanding AP Sprinklers. Then calculate the most demanding area up to 1950 ft2 (181 m2) having AP Sprin- klers, for example, Area 2 in the adjacent upper figure. Use the most demanding calculation. I I I I I H FIGURE 20-B-4. BB SPRINKLERS, SD SPRINKLERS, HIP SPRIN- KLERS, AND AP SPRINKLERS AT THE HIP Where the total number of AP Sprinklers at the hip is four or less: Wet Systems: Calculate the most de- manding five BB, SD, or HIP Sprin- klers plus up to two most demanding AP Sprinklers. Dry Systems: Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers (Of the nine BB, SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure). Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems: Calculate up to the most demanding five BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers. Then calculate the most demanding area up to 1500 ft2 (137 m2) having AP Sprinklers, for example, Area 2. Use the most demanding calculation. Dry Systems: Calculate up to the most demanding nine BB, SD, or HIP Sprinklers, plus the two most demanding AP Sprinklers, and then calculate the most demanding area up to 1950 ft2 (181 m2) having AP Sprinklers, for example, Area 2. Use the most demanding calculation. I I I I I I I I I I I H TFPGIO Page 22 of 28 I FIGURE 20-B-5. BB, SD, OR HIP SPRINKLERS AND AP SPRIN- KLERS INA DORMER, AT CROSS, AT HIP, OR AT AN ELL Where the quantity of AP Sprinklers in each dormer, cross, or ell is four or less (see the adjacent figure) and all of the dormers, crosses and ells meet the maximum four AP Sprinkler crite- ria, calculate the BB, SD, or HIP Sprin- kler demand as described in Part A-i through A-6 or Part B-i through B-4, plus up to two of the most demanding AP Sprinklers in the dormer, cross, or ell that is adjacent to the BB, SD, or HIP Sprinklers that are being included in the demand calculation. Where the quantity of AP Sprinklers in any dormer, cross, or ell is greater than four, refer to Figure B- 3. I I I I I I SF (4 AP INKLERS R LESS) [1 I FIGURE 20-B-6. BB,SD, OR HIP SPRINKLERS AND AP SPRIN- KLERS SEPARATED BY COMPARTMENTALIZATION Wet Systems: Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i through A-6 or Part B-i through B-4. Then calculate the most demanding area up to 1500 ft2 (137 m2) having AP Sprin- klers. Use the most demanding calculation. See the adjacent figure. Dry Systems: Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i through A-6 or Part B-i through B-4. Then calculate the most demanding area up to 1950 ft2 (181 m2) having AP Sprin- klers. Use the most demanding calculation. See the adjacent figure. SN N' •\ RIDGE 5• ../ / WALL 7.. RIDGE DORMER BUILT ON TOP OF ROOF OR SHEATHING I H I I I I I LI I TFP6IO Page 23 of 28 1I1& RIDGE ITT 11Th IT I T\T WALLS C DRAFT LUfl IMIPJS DRY SYSTEM SHOWN DRY SYSTEM SHOWN FIGURE 20-C-1. SD SPRINKLERS AND STANDARD SPRAY SPRIN- KLERS AT THE RIDGE Wet Systems: Calculate the most demanding five sprinklers of one type. Use the most demanding calculation. Dry Systems: Calculate the most demanding nine SD Sprinklers. Then calculate the most demanding seven Standard Spray Sprinklers. Use the most demanding calculation. See the adjacent figures. FIGURE 20-C-2. BB SPRINKLERS AND STANDARD SPRAY SPRIN- KLERS BEYOND AN OBSTRUCTION Wet Systems: Calculate the most demanding five BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. Dry Systems: Calculate the most demanding seven BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. See the adjacent figures. r] I I I I I I I I FIRST CALCULATION I I I I I I FIGURE 20-C-3. BB SPRINKLERS AND STANDARD SPRAY SPRIN- KLERS AT THE HIP Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems: Calculate the most demanding five BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. Then calculate the most demanding remote design area, including all sprinkler types, as per NFPA 13. That is, area reduction for quick response and 30% increase for sloped ceilings. Use the most demanding calculation. Dry Systems: Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stand Spray Sprinklers. Then calculate the most demanding design area, including all sprinkler types, as per NFPA 13. That is, 30% increase for sloped ceilings and 30% increase for dry systems. Include all sprinkler types within this area. See the adjacent figure. Use the most demanding calculation. DRY SYSTEM SHOWN SECOND CALCULATION I I DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 xl .3 = 2535 SQ. FT. I TFP6IO Page 24 of 28 FIGURE 20-C-4. BB SPRINKLERS, SD SPRINKLERS, HIP SPRIN- WALL OR KLERS, AND STANDARD SPRAY ow-r I SPRINKLERS CURTAIN RIDGE AT THE HIP Where the total number of Standard Spray Sprinklers at the hip is four or less: Wet Systems: Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding DRY SYSTEM SHOWN Standard Spray Sprinklers. Dry Systems: Calculate the most demanding nine BB, SD, or HIP Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers . Of the nine BB,SD, or HIP Sprinklers, calcu- late up to a maximum of seven BB Sprinklers. See the adjacent upper FIRST CALCULATION figure. Where the total number of standard spray sprinklers at the hip is greater than four: 0 0 Wet Systems: Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers. Then calculate the most demanding remote design area, including all sprinklers types, as per NFPA 13. That is, area DRY SYSTEM SHOWN reduction for quick response and 30% increase for sloped ceilings. Use the SECOND CALCULATION most demanding calculation. Dry Systems: Calculate the most demanding nine BB, SD, or HIP Sprin- klers plus up to two most demand-- ing Standard Spray Sprinklers. Of the RIDGE nine BB,SD, or HIP Sprinklers, cal- culate up to a maximum of seven BB Sprinklers. See the adjacent upper fig- ure. Then calculate the most demand- 5SQ.ERS ing design area, including all sprinkler types, as per NFPA 13. That is, 30% increase for sloped ceilings and 30% DRY SYSTEM SHOWN increase for dry systems. Include all NOTE: sprinkler types within this area. See Dry Pipe = 1500 50. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. Ft the adjacent figure. U I I I I I I I I U I I Li I I I U I I FIGURE 20-C-5. BB, SD, OR HIP SPRINKLERS AND STANDARD SPRAY SPRINKLERS IN A DOR- MER, AT CROSS, AT HIP, OR ATAN ELL Where the quantity of standard spray sprinklers in each dormer, cross, or ell is four or less (see the adjacent figure) and all of the dormers, crosses and ells meet the maximum four standard sprin- kler criteria, calculate the Attic Sprin- kler demand as described in Part A-i through A-6 or Part B-i through B-4, plus up to two of the most demanding standard spray sprinklers in the dormer, cross, or ell that is adjacent to the Attic Sprinklers that are being included in the demand calculation. Where the quantity of standard spray sprinklers in any dormer, cross, or ell is greater than four, refer to Figure C-3. FIGURE 20-C-6. BB, SD, OR HIP SPRINKLERS AND STANDARD SPRINKLERS SEPARATED BY COMPARTMENTALIZATION Calculate the Attic Sprinkler demand as described in Part A-i through A-6 or Part C-i through C-4, and then calcu- late the Standard Spray Sprinklers per NFPA 13. Use the most demanding cal- culation. See the adjacent figure. STANDARD SPRAY SPRINKLERS (4 OR LESS) I STANDARD SPRAY SPRINKLERS - (4 OR LESS) 0\0 STANDARD SPRAY SPRINKLERS (4 OR LESS) . RIDGE •. / ,,//• - WALL 7. . DORMER BUILT ON TOP OF ROOF OR SHEATHING RIDGE t•••••O •. I I I I I I I I I I I I I I I I I I TFP6IO Page 25 of 28 STANDARD SPRAY SPRINKLERS (4 OR LESS) I- 100(25,4m) (5rn) - 60 (15,2 m) - (5,1 M) (10gm) Calculation 1 I- 100(25,4m) (5rn) 60'(15,2 m) (511 M) (10,2m) Calculation 1 I TFP6IO Page 26 of 28 I 12 MODEL AP SPRINKLERS WET PIPE SYSTEM (Refer to Figure 20-B-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing AP Sprinklers. Calculation 2: Calculate the most demanding area Up to 1500 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft x 20 ft) Use the most demanding calculation to prove the adequacy of the water supply. Where AP Sprinklers are utilized, CPVC pipe may be used to supply the AP Sprinklers, as well as the ceiling sprin- klers below the AP Sprinklers. For more information, see Page 6. STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design area, including all sprinklers types, per NFPA 13 (i.e., area reduction for quick response and 30% increase for sloped ceilings). In this case the theoretical design area is 1463 ft2 (1500 ft2 x 0.75* x 1.3). The actual design area, however, will need to be 1520 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation to prove the adequacy of the water supply. Where Standard Sprinklers are utilized, CPVC pipe CANNOT be used to supply the Standard Spray Sprinklers or the ceiling sprinklers below the Standard Spray Sprinklers. * A 25% reduction for 20 ft ceiling. 1 I I I I I I I I I I I I FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS I I I I TFP6IO I Page 27 of 28 [1 I I I I I 12 12 MODEL AP SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-B-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most demanding AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1950 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft x 20 ft) Use the most demanding calculation to prove the adequacy of the water supply. -- . 100'(25,4 m) (5rn) 60'(15,2 m)20, (5,1 M) (10 2m) Calculation 1 100 (25,4 m) H (5rn) 60 (15,2 m) () (10,2 m) 2 ' • ' ' • • ' I I I • • Calculation 2 L .. 2 12 12 FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS I I I I I I I I I I STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most demanding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design area, including all sprinklers types, as per NFPA 13. That is, 30% increase for sloped ceilings and 30% increase for dry systems. In this case the theoretical design area will be 2535 ft2 (1500 ft2 x 1.3 x 1.3). The actual design area, however, will need to be 2720 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation to prove the adequacy of the water supply. TFP6IO Page 28 of 28 I I I I I 1 I I I I I I I I I I I Johnson 001i I Controls I 1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 0201$ Johnson Controls. All rights reserved. All specifications and ether information shown were currant as at document revision date and are subject to Change without notice. NATIONAL FIRE PROTECTION ASSOCIATION end NFPA are registered tredemedin Of Notional Fire Protection As500letlonI TEFLON Is a registered tradernodi of DuPont; BLAZEMASTER lee registered truderrurir, of The Lubricol Corporation I I I tqco® Worldwide www.tyco-fire.com Contacts Model CC2 - 42 and 5,6 K-factor Combustible Concealed Space Sprinklers Specific Application, Upright I I I I I I I I General Description The Model CC2 Combustible Con- cealed Sprinklers are fast response, upright, specific application sprinklers designed to provide protection of spe- cific light hazard combustible, as well as non-combustible, concealed spaces requiring sprinkler protection. The CC2 Sprinklers comply with the criterion for the protection of combustible con- cealed spaces as described in NFPA 13. The Model CC2 Sprinklers are designed for installation on BLAZEMASTER CPVC wet pipe systems, other UL Listed CPVC pipe products, and steel wet pipe or dry pipe sprinkler systems (refer to the respective Design Criteria sections). They provide the following features as compared to the 2.8K-fac- tor Model CC1 Sprinklers described on Technical Data Sheet TFP630: Can be used on steel dry pipe sprin- kler systems Increased spacing from 10 ft (3,1 m) to 12 ft (3,7 m) Increased coverage area from 100 ft2 (9,3 m2) to 144 ft2 (13,4 m2) IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 1 Concealed spaces between floors, as well as low pitch attics (slope of 2:12 or less) are inherently shallow. Stan- dard spray sprinklers, by design, have an umbrella like spray pattern that poses a difficult challenge when trying to achieve effective coverage within a shallow space. The Model CC2 Com- bustible Concealed Space Sprinklers have addressed the difficult 'above ceiling" fire challenge for both wet pipe and dry pipe sprinkler systems. NOTICE The Model CC2 Combustible Con- cealed Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSO- CIATION, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number TY2189 - Upright, 4.2K TY3189 - Upright, 5.6K Technical Data Approvals UL Listed (Listings and approvals only apply to the service conditions indicated in the Design Criteria sections.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 1/2 in. NPT DECEMBER 2018 Discharge Coefficient K = 4.2 GPM/psi½ (60,5 LPM/bar½) K = 5.6 GPM/p5i½ (80,6 LPM/bar½) Temperature Rating 175°F (79°C) Finish Natural Brass Physical Characteristics Frame .............................Brass Button ............................Bronze Sealing Assembly. . . Stainless Steel w/TEFLON Bulb.........................Glass (3 mm) Compression Screw ..................Brass Deflector ..........................Bronze Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb allowing the sprinkler to acti- vate and flow water. Design Criteria Design criteria is provided as follows: 175°F (79°C), Model CC2 Combusti- ble Concealed Sprinklers with CPVC Pipe and horizontal slope above sprinklers not exceeding 2:12 (Refer to Page 2). 175°F (79°C), Model CC2 Combusti- ble Concealed Sprinklers with Steel Pipe and horizontal slope above sprinklers not exceeding 2:12 (Refer to Page 4). TFP632 I I I The effectiveness of the Model CC2 I Sprinklers in combustible concealed spaces was clearly evident during the full scale fire testing for this product. I L~ TFP632 Page 2 of 8 I I I I VRENCH FLATS /2° NPT I - 1ll/l60 (42,9 mm) -1 'RINKLER FRAME ARMS 2-1/4 (57,2 mm) * 7/16 (11,1 mm) J NOMINAL MAKE-IN Components: 1 - Frame 2 - Sealing Assembly 3 - Button 4 - Bulb 5 - Compression Screw 6 - Deflector 7 - Ejection Spring Design Criteria, CPVC Pipe CC2 Temperature Rating (CPVC Pipe) 175°F (79°C) Area of Use (CPVC Pipe) Horizontal (slope not exceeding 2:12) combustible concealed spaces of: Unobstructed wood truss construc- tion or unobstructed bar joist con- struction (Ref. Figure 2). Non-combustible, insulation-filled solid wood or composite wood joist construction (Ref. Figure 3). NOTE: In order to be considered "non-combustible insulation-filled solid wood or composite wood joist construction," the insulation (includ- ing insulation provided with a combus- tible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the CC2 Sprinklers in the event of a fire. Concealed Space Area (CPVC Pipe) The area of the concealed space is not limited; however, for both Figure 2 and Figure 3, where CPVC pipe is being util- ized, draft-curtains or full height walls must be provided at 1000 ft2 (93 m2) areas. This draft curtain shall be at least 1/3 the depth of the concealed space or 8 in. (200 mm), whichever is greater, and be constructed using a material that will not allow heat to escape through or above the draft curtain. Concealed Space Size (CPVC Pipe) The depth of the concealed space is 36 in. (915 mm) maximum to 12 in. (305 mm) minimum. FIGURE 1 MODEL CC2 SPRINKLER System Type (CPVC Pipe) Light hazard, wet pipe system Minimum Distance Between Model CC2 Sprinklers (CPVC Pipe) The minimum distance between sprin- klers is 7 ft (2,1 m). NOTE: Minimum spacing does not apply to any additional sprinklers required for protection of BLAZE- MASTER CPVC that is offset over an obstruction. Maximum Distance Between Model CC2 Sprinklers (CPVC Pipe) 12 ft (3,7 m) Maximum Coverage Area (CPVC Pipe) 144 ft2 (13,4 m2) Deflector Position (CPVC Pipe) 1-1/2 in. to 4 in. (40 to 100 mm) below upper deck for wood truss construc- tion or bar joist construction (Ref. Figure 2) 1-1/2 in. to 4 in. (40 to 100 mm) below solid wood or composite wood joists (Ref. Figure 3) Minimum Distance Away From Trusses (CPVC Pipe) 4-1/2 in. (114 mm) Remote Area (CPVC Pipe) The remote area is 1000 ft2 (93 m2) NOTE: The remote area does not include any additional sprinklers required for protection of BLAZE- MASTER CPVC that is offset over an obstruction. Required Density (CPVC Pipe) 0.10 gpm/ft2 (4,1 mm/mm) Minimum Operating Pressure (CPVC Pipe) 7 psi (0,48 bar) NOTE: The minimum resulting flow for the 4.2K is 11.1 gpm, and the minimum resulting flow for the 5.6K is 14.8 gpm. Therefore, for coverage areas less than the maximum permitted coverage area of 144 ft2, the 4.2K may provide a hydraulic advantage. The use of the CC1 sprinkler having a K-factor of 2.8, minimum operating pressure of 10 psi, and resulting minimum flow of 9.5 gpm may provide a further hydraulic advan- tage for yet smaller coverage areas. The CC1 is described in Technical Data Sheet TFP630. Obstructions (CPVC Pipe) See Figure 8 in this data sheet for obstructions rules. Use of UL Listed BLAZEMASTER CPVC Piping with Model CC2 Sprinklers BLAZEMASTER CPVC product may be used in concealed spaces requir- ing automatic sprinklers, when used in conjunction with Model CC2 Sprin- klers. In order to use the BLAZEMAS- TER CPVC product for wood truss or bar joist construction, the horizontal run of pipe must be a maximum of 6 in. (150 mm) above the ceiling or noncom- bustible ceiling insulation, or 1/3 the depth of concealed space (as mea- sured from the top surface of the ceiling to the bottom of the deck above), whichever is smaller (Ref. Figure 2). For insulation filled solid wood or com- posite wood joist construction, the horizontal run of pipe must be a maxi- mum of 6 in. (150 mm) above ceiling or non-combustible ceiling insulation, or 1/3 the depth of concealed space (as measured from the top surface of the ceiling to the bottom surface of the joist insulation above), whichever is smaller (Ref. Figure 3). The CPVC piping can then be used to supply the Model CC2 Sprinklers, as well as the sprinklers below the ceiling. Unless modified by this Technical Data Sheet, all other guidelines of the "BLAZEMAS- TER - Installation Instructions & Tech- nical Manual" must be met. When using I I I I I I I I I I I I SPRINKLER MUST 36' (915 mm) I BE INSTALLED I MAXIMUM I IN-LINE WITH TOP OF 12' (305 mm) i PIPE RUN I CHORD MINIMUM ------------2 6' (152 mm) MAXIMUM ABOVE BOTTOM CEILING TO BOTTOM OF PIPE OR NON-COMBUSTIBLE CEILING INSULATION, OR 1/3 THE DEPTH OF CONCEALED SPACE OF PIPE (AS MEASURED FROM TOP SURFACE OF CEILING TO BOTTOM SURFACE OF JOIST INSULATION ABOVE), WHICHEVER IS SMALLER UPPER DECK 6(152mm) MAXIMUM FOR CPVC PIPE r OBSTRUCTION CEILING WHEN OFFSETTING CPVC PIPE OVER AN OBSTRUCTION, A MODEL CC2 SPRINKLER MUST BE INSTALLED DIRECTLY ON THE CPVC PIPE OVER THE OBSTRUCTION COMPOSITE WOOD JOISTS SOLID WOOD NON-COMBUSTIBLE JOISTS INSULATION 4" (102 mm) I MAXIMUM T MINIMUM MODEL CC2 SPRINKLER P TFP632 Page 3 of 8 4-1/2"'114 mm) MINIMUM MODEL CC2 -.-- (-.-- FROM FACE OF WOOD TRUSS UPPER DECK SPRINKLER OR TOP CHORD OF BAR JOIST 6" (152 mmi) TOP CHOR MAXIMUM R CPVC PIPE M OR LESS i I r------------ I FRAMEARMSOF I 4(102mm) SPRINKLER MUST MAXIMUM I BE INSTALLED I 1-1/2 (40 mm) I IN-LINE WITH I MINIMUM PIPE RUN II I I 36(915mm) MAXIMUM 12 (305 mm) OBSTRUCTION TOP HORD OF MINIMUM CEILING 6" (152 mm) MAXIMUM ABOVE WHEN OFFSETTING CPVC PIPE OVER AN CEILING TO BOTTOM OF PIPE OR OBSTRUCTION, A MODEL CC2 SPRINKLER NON-COMBUSTIBLE CEILING INSULATION, MUST BE INSTALLED DIRECTLY ON THE OR 1/3 THE DEPTH OF CONCEALED SPACE CPVC PIPE OVER THE OBSTRUCTION (AS MEASURED FROM TOP SURFACE OF CEILING TO BOTTOM OF DECK ABOVE), WHICHEVER IS SMALLER FIGURE 2 UNOBSTRUCTED WOOD TRUSS CONSTRUCTION OR UNOBSTRUCTED BAR JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW CPVC PIPE FIGURE 3 NON-COMBUSTIBLE INSULATION-FILLED UPPER DECK SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW CPVC PIPE I I H F~ I I I [1 I [I] 1 I I I I I I I TFP632 Page 4 of 8 1 in. (DN25) or larger pipe, a hanger must be located at the truss nearest a sprig for purposes of restraint. If using 3/4 in. (DN19) piping, all sprigs over 12 in. (305 mm) must be laterally braced using methods described in the NFPA standards. Where the CPVC must be offset up and over an obstruction and the pipe exceeds the allowed horizontal posi- tioning requirements specified above as well as shown in Figures 2 and 3, additional Model CC2 Sprinklers are to be installed as shown in Figure 2 and 3 to protect the BLAZEMASTER CPVC product. A minimum lateral distance of 18 in. (460 mm) must be maintained between the CPVC pipe and heat pumps, fan motors, and heat lamps. Design Criteria, Steel Pipe CC2 Temperature Rating (Steel Pipe) 175°F (79°C) Area of Use (Steel Pipe) Horizontal (slope not exceeding 2:12) combustible concealed spaces of: Unobstructed wood truss construc- tion or unobstructed bar joist con- struction (Ref. Figure 4) Solid wood joist construction (Ref. Figure 5) where the upper deck and ceiling joists may have a maximum depth of 12 in. (300 mm) and typical on center joist spacing of minimum 16 in. (400 mm) Non-combustible insulation filled solid wood joist or wood composite joist construction (Ref. Figure 6) Obstructed wood truss construction (Ref. Figure 7) NOTE: In order to be considered "non- combustible insulation filled solid wood joist or composite wood joist con- struction' the insulation (including insulation provided with a combusti- ble vapor barrier) ,must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the CC2 Sprinklers in the event of a fire. Concealed Space Area (Steel Pipe) The area of the concealed space is not limited; however, for unobstructed wood truss con- struction or concealed spaces of non-combustible, unobstructed bar joist construction (Ref. Figure 4) draft-curtains or full height walls must be provided at 1000 ft2 (93 m2) areas. This draft curtain shall be at least 1/3 the depth of the concealed space or 8 in. (200 mm), whichever is greater, and be constructed using a material that will not allow heat to escape through or above the draft curtain. for solid wood joist construction (Ref. Figure 5) and obstructed wood truss construction (Ref. Figure 7), blocking must be provided in each upper deck and ceiling joist channel at a max- imum 32 ft (9,75 m) intervals. This blocking shall be installed to the full depth of the joists and be installed so as to not allow heat to escape through or above the blocking. The blocking must be constructed using a non-combustible material or the joist construction material. Draft curtains must protrude below the joist a minimum of 6 in. (150 mm) or 1/3 the space, whichever is greatest, and run parallel with the joist spaced at 31 ft (9,4 m) width maximum to limit the area to a max- imum of 1000 ft2 (93 m2). The draft curtain may be constructed of 1/4 in. (6,4 mm) plywood to prevent heat from escaping beyond the area. for non-combustible, insulation-filled solid wood joist or composite wood joist construction (Ref. Figure 6), the requirement for draft curtains or blocking does not apply. Concealed Space Size (Steel Pipe) The minimum and maximum concealed space depth is as follows: For unobstructed wood truss construc- tion or concealed spaces of unob- structed bar joist construction (Ref. Figure 4) the depth of the concealed space is 36 in. (915 mm) maximum to 12 in. (305 mm) minimum. For solid wood joist construction (Ref. Figure 5), solid wood or composite wood joist construction filled with non- combustible insulation (Ref. Figure 6), or obstructed wood truss construction (Ref. Figure 7), the maximum depth of the concealed space is 54 inches from bottom of upper deck to top of ceiling, and the minimum depth is 6 inches from the bottom of the upper deck joists to the top of the ceiling joists. System Type (Steel Pipe) Light hazard, wet or dry pipe system using steel pipe. NOTES: Use of the 4.2K sprinklers in dry pipe systems is permitted by section 8.3.4.3 of NFPA 13 (2007 edition) where piping is corrosion resistant or internally galvanized. Minimum Distance Between Model CC2 Sprinklers (Steel Pipe) 7ft(2,1 m) Maximum Distance Between Model CC2 Sprinklers (Steel Pipe) 12 ft (3,7 m) Maximum Coverage Area (Steel Pipe) 144 ft2 (13,4 m2) Deflector Position (Steel Pipe) 1-1/2 in. to 4 in. (40 to 100 mm) below upper deck for wood truss construction or concealed spaces of non-combusti- ble bar joist construction (Ref. Figure 4) 1-1/2 in. to 2 in. (40-50 mm) below solid wood joist (Ref. Figure 5) or top chord of a wood truss that has a depth greater than 4 inches 1-1/2 in. to 4 in. (40 to 100 mm) below non-combustible insulation filled solid wood joists or composite wood joists (Ref. Figure 6) Remote Area (Steel Pipe) The remote area for wood truss con- struction or bar joist construction (Ref. Figure 4) or solid wood joist construc- tion (Ref. Figure 5) is 1000 ft2 (93 m2) for wet or dry pipe systems. The remote area for non-combusti- ble insulation filled solid wood joist or wood composite joist construction (Ref. Figure 6) is to be calculated per the requirements of NFPA 13. Required Density (Steel Pipe) 0.10 gpm/ft2 (4,1 mm/mm) Minimum Operating Pressure (Steel Pipe) 7 psi (0,48 bar) NOTE: The minimum resulting flow for the 4.2K is 11.1 gpm, and the minimum resulting flow for the 5.6K is 14.8 gpm. Therefore, for coverage areas less than the maximum permitted coverage area of 144 ft2. the 4.2K may provide a hydraulic advantage. The use of the CC1 sprinkler having a K factor of 2.8, minimum operating pressure of 10 psi, and resulting minimum flow of 9.5 gpm may provide a further hydraulic advan- tage for yet smaller coverage areas when designing wet pipe systems. The Ccl is described in Technical Data Sheet TFP630. Obstructions (Steel Pipe) See Figure 8 in this data sheet for obstructions rules. I LI I I I ri I I LI I I 1 I I I I TFP632 Page 5 of 8 MODEL CC2 4-1/2(ll4 mm) MINIMUM UPPER DECK SPRINKLER -H H- FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST TOPCHORD MAXIMUM 1V2(40mm) OR LESS FRAME ARMS OF I MINIMUM SPRINKLER MUST BE INSTALLED I IN-LINE WITH 36 (915 mm) PIPE RUN I MAXIMUM -' 12 (305 mm) - MINIMUM CEILING] FIGURE 4 UNOBSTRUCTED WOOD TRUSS CONSTRUCTION OR UNOBSTRUCTED BAR JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE UPPER 2x FLOOR SOLID DECK WOOD JOISTS 2 (51 mm) MAXIMUM 1-1/2(38mm) MINIMUM CEILING CEILING FRAMING FIGURES SOLID WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE I I I I I I I I I I I I I I I I I 1 I I FRAME ARMS OF SPRINKLER I MUST BE INSTALLED L_ IN-LINE WITH PIPE RUN 54(1372mm) MAXIMUM 36(915mm) MAXIMUM 6(152mm) MINIMUM TFP632 Page 6 of 8 I-RJE;-1 I MUST BE INSTALLED IN-LINE WITH PIPE RUN - ------------ UPPER NON-COMBUSTIBLE DECK INSULATION COMPOSITE MODEL CC2 WOOD JOISTS SPRINKLER _\\) 54 (1372 mm) J MAXIMUM 2x FLOOR SOLID WOOD JOISTS 36" (915 mm) 4" (102 mm) MAXIMUM 1-1/2" (38 mm) MINIMUM I A MINIMUM CEILING CEILING FRAMING FIGURE 6 NON-COMBUSTIBLE INSULATION-FILLED UPPER DECK SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE I FRAME ARMS OF i1 I MUST BE INSTALLED IN-LINE WITH PIPE RUN UPPER TOP CHORD GREATER DECK THAN 4" (102 mm) IN DEPTH 2"(,' MA) 1-1/2" MIN 54(1372mm) MAXIMUM 36 (915 mm) MAXIMUM 6(152mm) MINIMUM CEILING CEILING FRAMING FIGURE 7 OBSTRUCTED WOOD TRUSS CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE Distance from Maximum Allowable Centerline of Distance of Deflector Sprinkler to Side Above Bottom of of Obstruction Obstruction (A) (B) <12 0" <(304.8 mm) (0 mm) 12" to <18 2-1/2 (304,8 mm to <457,2 mm) (63,5 mm) 18" to <24" 3-1/2" (457,2 mm to <609,6 mm) (88,9 mm) 24" to <30" 5-1/2" (609,6 mm to <762,0 mm) (139,7 mm) 30" to <36" 7-1/2' (762,0 mm to <914.4 mm) (190,5 mm) 36' to <42 9-1/2 (914,4 mm to <1066,8 mm) (241,3 mm) 42"to<48" 12" (1066,8 mm to <1219,2 mm) (304,8 mm) 48" to <54' 14' (1219,2 mm to <1 371 .6 mm) (355,6 mm) 54" to <60' 16-1/2" (1371,6 mm to <1524,0 mm) (419,1 mm) A2~3C or 3D A!~24" (609,6 mm) (Use dimension C or D, whichever is greater) OBSTRUCTION MODEL CC2 L_ \ SPRINKLER C T:~ D ~— A I TFP632 I Page 7 of 8 UPPER DECK OR BOTTOM OF NON-COMUSTIBLE INSULATION MODEL CC2 SPRINKLER OBSTRUCTION NOTE: WEB MEMBERS AND GUSSETS SHALL NOT BE CONSIDERED OBSTRUCTIONS PROVIDED THE MINIMUM 4-1/2 INCH LATERAL DISTANCE (FIG. 2) REQUIRED BY THE SPECIFIC APPLICATION LISTING IS MAINTAINED. UPPER DECK OBSTRUCTION AJ C MODEL CC2 SPRINKLER LOWER DECK / RECESS ~WRESNCH (UE END A" FIGURE 9 W-TYPE 6 SPRINKLER WRENCH Installation The Model CC2 Sprinklers must be installed in accordance with this section. General Instructions The Model CC2 Sprinklers are to be installed upright and with their frame arms (Ref. Figure 1) in-line with the pipe run (Ref. Figures 2 through 7, as applicable). Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm) for the 175°F (79°C) tempera- ture rating. A leak-tight 1/2 in. NPT sprinkler joint should be obtained with a torque of 7 to 14 lb-ft (9,5 to 19,0 N.m). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. The Model CC2 Sprinklers must only be installed in the upright position with the deflector parallel to the upper deck. With pipe thread sealant applied to the pipe threads, use only the W-Type 6 (End A) Sprinkler Wrench (Ref. Figure 9) for installation of the Model CC2 Sprinklers by applying the wrench to the sprinkler wrench flats only. LI I I I I I I I I I I ELEVATION VIEW PLAN VIEW FIGURE 8 NFPA 13 OBSTRUCTION TO WATER DISTRIBUTION CRITERIA (REFERENCE) I I I I I I I TFP632 Page 8 of 8 Care and Maintenance The Model CC2 Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. Refer to the Instal- lation section for additional information. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSO- CIATION (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. It is recommended that automatic sprinkler systems be inspected , tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: SIN (specify), K-factor (specify), Model CC2 Combustible Concealed Space Sprinkler, Specific Application, Upright, 175°F (79°C), P/N (specify): 1Y2189, 4.2K ..................51-311-1-175 TY3189, 5.6K .................51-301-1-175 Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 1] I I I I I I I I I I I I 1 I I Johnson 0)) I Controls I 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 02010 Johnson Controls. All rights reserved. All specifications and other information showo were currant anal d000monl rooloioo data and are subject to change without notice. NATIONAL FIRE PROTECTION ASSOCIATION and NFPA am registered trademark, of National Fire Protection AcsOclotiOfl; TEFLON icaregistered trademark of DuPont; BLAZEMASTER Is a registered trademark of The Lubilool Corporation I I I tqcco Worldwide Contacts www.tyco-fire.com CENTRAL Series EC-11 and 11,2 K and 140 K Extended Covera! EC-14 Sprinklers, Upright and Pendent e Light and Ordi nary Hazard I I I I I I I I I I I I I I I General Description TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are decorative glass-bulb sprinklers designed for use in light or ordinary hazard occupancies. They are intended for use in automatic sprinkler systems designed in accor- dance with standard installation rules, such as NFPA 13, for a maximum cov- erage area of 400 ft2 (37,2 m2) as com- pared to the maximum coverage area of 130 ft2 (12,1 m2) for standard cover- age sprinklers used in ordinary hazard occupancies, Series EC-11 and EC-14 Extended Coverage Sprinklers feature a UL and C-UL Listing that permits their use with unobstructed or non-combus- tible obstructed ceiling construction as defined and permitted by NFPA 13, as well as a specific application listing for use under concrete tees. Series EC-11 and EC-14 Extended Cov- erage Sprinklers have been fire tested to compare their performance to that of standard coverage spray sprinklers. These tests have shown that the pro- tection provided is equal to or more effective than standard coverage spray sprinklers. Corrosion-resistant coatings, where applicable, help extend the life of copper alloy sprinklers beyond that which occurs when exposed to corrosive atmospheres. Although corrosion-resistant coated sprinklers IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 I passed standard corrosion tests of the applicable approval agencies, this testing is not representative of all pos- sible corrosive atmospheres. Conse- quently, it is recommended that the end user be consulted with respect to the suitability of these corrosion-resistant coatings for any given corrosive envi- ronment. The effects of ambient tem- perature, concentration of chemicals, and gas/chemical velocity should be considered, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTICE Series EC-li and EC-14 Extended Cov- erage Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as with the applicable standards of the NFPA, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Numbers TY5137............Upright, 11.2K TY5237............Pendent, 11.2K TY6137 ............ Upright , 14.0K TY6237 ........... Pendent, 14.0K TY5137 is a re-designation for C5137, 61894, and S2510 TY5237 Is a re-designation for C5237, 61893, and S2511 TY6137 is a re-designation for C6137, G1896, and S2610 TY6237 is re-designation for C6237, 61895, and S2611 OCTOBER 2018 Technical Data Approvals TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are UL and C-UL Listed. Refer to Table A for complete sprinkler approval information including corrosion-resistant status. The approv- als apply to the service conditions indi- cated in the Design Criteria section. Series EC-11 and EC-14 Extended Cov- erage Sprinklers are FM Approved. Refer to Table A for complete sprinkler approval information including corro- sion-resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section. TFP22O 3/4" NPT** WRENCH FLAT ESCUTCHEON PLATE SEATING SURFACE 2 ' 3 16 nmJ CROSS PENDENT SECTION 2-7/16" (61,9 mm) UPRIGHT & PENDENT 1/2" (12,7 mm) J NOMINAL MAKE-IN UPRIGHT TFP22O I Page 2 of 8 I Components: 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector * Temperature rating is indicated on Deflector. ** Pipe thread connections per ISO 7-1 can be provided on special request. I I I FIGURE 1 SERIES EC-11 AND EC-14 EXTENDED COVERAGE SPRINKLERS 11.2 K-FACTOR UPRIGHT (TY5137) AND PENDENT (TY5237) 14.0 K-FACTOR UPRIGHT (TY6137) AND PENDENT (TY6237) ASSEMBLY I The Style 60 Two-Piece Flush Escutch- eon (Figure 4) is UL Listed for use with the Series EC-11 and EC-14 Pendent Sprinklers. Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 in. NPT Discharge Coefficients K = 11.2 GPM/psi½ (161,3 LPM/bar½) K = 14.0 GPM/psi" (201,6 LPM/bar½) Temperature Ratings Refer to Table A Finish Sprinkler: Refer to Table A Recessed or Flush Escutcheon: White-Coated, Chrome-Plated, and Brass-Plated Physical Characteristics Frame ............................Bronze Button ... ......................... Bronze Sealing Assembly . Beryllium Nickel w/TEFLON Bulb ........................Glass (3 mm) Compression Screw ................Bronze Deflector...........................Brass Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which- then allows the sprinkler to activate and flow water. Design Criteria TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers must only be installed in accordance with the appli- cable UL and C-UL Listing or FM Approval requirements as indicated below. Only Style 30 or 40 Recessed Escutcheons are to be used for recessed installation, as applicable. Refer to Tables A, B, and C, for more information. UL and C-UL Listing Requirements Series EC-11 and EC-14 Extended Coverage Sprinklers may be used for the coverage areas shown in Table D, based on maintaining the minimum specified flow rate as a function of coverage area and haz- ard group for all sprinklers in the design area. Series EC-11 and EC-14 Extended Coverage Sprinklers are permitted to be used with unobstructed or non-combustible obstructed ceil- ing construction as defined and permitted by NFPA 13; for example: Unobstructed, combustible or noncombustible, ceiling con- struction with a deflector to ceiling/roof deck distance of 1 t 12 in. (25 to 300 mm). Obstructed, non-combusti- ble, ceiling construction with a deflector location below struc- tural members of 1 to 6 in. (25 to 150 mm) and a maximum deflector to ceiling/roof deck dis- tance of 22 in. (550 mm). Series EC-11 and EC-14 Extended Coverage Sprinklers, specifically tested and listed for non-combus- tible obstructed construction, are permitted to be used within truss- es or bar joists having non-com- bustible web members greater than 1 in. (25.4 mm) when apply- ing the 4 times obstruction crite- ria rule defined under "Obstruc- tions to Sprinkler Discharge Pattern Development". To prevent cold soldering, the minimum allowable spacing be- tween Series EC-11 and EC-14 Ex- tended Coverage Sprinklers is 8 ft (2,4 m) for upright sprinklers and 9 ft (2,7 m) for pendent sprinklers. Series EC-11 and EC-14 Extended Coverage Sprinklers are to be in- stalled in accordance with all oth- er requirements of NFPA 13 for extended coverage upright and pendent sprinklers; For exam- ple, obstructions to sprinkler dis- charge, obstructions to sprinkler pattern development, obstructions to prevent sprinkler discharge from reaching hazard and clearance to storage. I LI I I I I I I ri I I I TFP22O Page 3 of 8 Hazard Type Temperature Bulb Liquid Sprinkler Finish (See Note 5) Natural Brass I Chrome Plated Polyester Lead Coated 135°F (57°C) Orange Upright K=11.2 (1Y5137) 1, 2, 3**, 4 155°F (68°C) Red 175°F (79°C) Yellow Light Pendent 200°F (93°C) Green 1,2, 4 1,2, 4 Table B describes UL and C-UL K11.2 (TY5237) K14.0 (TY6237) 286°F(141°C) Blue ________________ Recessed Pendent K=11.2 (TY5237) K=14.0 (TY6237) 135°F (57°C) Orange 1,2,3,4 N/A Sensitivity Rating Table C describes FM Sensitivity Rating 155°F (68°C) Red 175°F (79°C) Yellow With Style 30 Escutcheon 1, 2, 4 200°F (93°C) Green 286°F (141°C) Blue Ordinary Table B describes Upright K11.2 (1Y5137) K14.0 (TY6137) Pendent K=11.2 (TY5237) 135°F (57°C) Orange 1, 2, 3, 4 1, 2, 3, 4 155°F (68°C) Red 175°F (79°C) Yellow 1, 2, 4 200°F (93°C) Green UL and C-UL Sensitivity Rating K=14.0 (TY6237) 286°F (141°C) Blue Recessed Pendent 135°F (57°C) Orange Table C describes 155°F (68°C) Red FM Sensitivity Rating K=11.2 (TY5237) K=14.0 (1Y6237) With Style 30 or, 0 1, 2, 4 N/A 175°F (79°C) Yellow Escutcheon 200°F (93°C) Green NOTES Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) Approved by Factory Mutual Research Corporation (FM) Approved by the City of New York under MEA 177-03-E Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers N/A Not Available * Frame and Deflector only ** Pendent only - TABLE A LABORATORY LISTINGS AND APPROVALS Light Hazard Ordinary Hazard Area Style ftxft 135°F 155°F 175°F 200°F 286°F 135°F 155°F 175°F 200°F 286°F (57°C) (68°C) (79°C) (93°C) (141°C) (57°C) (68°C) (79°C) (93°C) (141°C) Upright or Pendent - - - - - OR OR OR OR OR 14 x 14 Style 30 Recessed - - - - - OR OR OR OR OR Style 40 Recessed - - - - - OR OR OR OR OR Upright or Pendent OR* OR° OR° OR° OR° SR SR SR SR SR 16x16 Style 30 Recessed OR OR* OR° OR° OR° SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR Upright or Pendent OR° OR° OR* OR' OR° SR SR SR SR SR 18x18 Style 30 Recessed OR° OR* OR° OR° OR° SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR Upright or Pendent OR° OR* OR' SR* SR* SR SR SR SR SR 20 x 20 Style 30 Recessed OR* OR* OR° SR* SR* SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR NOTES OR = Quick Response SR = Standard Response N/A = Not Applicable * Does not apply to Upright K=14.0 TABLE B SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC-11 OR EC-14 SPRINKLERS (REFER TO TABLED FOR PERMITTED K-FACTOR/AREA COMBINATIONS) I Li I I I [II I I I I I I I I I I I I I TFP22O Page 4 of 8 Linear Spacing Area Spacing ft Ceiling Height ft Ceiling Type HC-1 !Relsponse K-factor Style Min Max Min Max Noncombustible Unobstructed, 11.2 EC Pendent or 10 20 100 400 Up to 30 Noncombustible Obstructed, or 14.0 EC Upright Combustible Unobstructed Noncombustible Unobstructed, 11.2 EC Pendent 10 20 100 400 Up to 30 Noncombustible Obstructed, or 14.0 EC Recessed Combustible Unobstructed Style 30 Quick 10 20 100 400 Up to 30 Combustible Obstructed 11.2 EC EC Pendent orUpright 11.2 EC Pendent 10 20 100 400 Up to 30 Combustible Obstructed 14.0 EC Recessed Style 30 10 20 100 400 Over 30 and up to 45 Noncombustible Unobstructed 112 EC 14.0 . EC Upright HC-2 Linear Spacing Area Spacing ft ft Ceiling Height ft Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, 11.2 EC Upright 10 20 100 400 Upto30 14.0 EC Pendent or Upright Combustible Unobstructed Quick 10 16 100 256 Over 30 and 11.2 EC 14.0 Upright up to 45 EC HC-3 Linear Spacing Area Spacing ft ft Ceiling Height ft Ceiling Type K-Factor Style Response Min Max Min Max 10 16 100 256 Up to 30 11.2 EC Upright 10 20 100 400 Up to 30 14.0 EC Pendent or ______ Noncombustible Unobstructed, Combustible Unobstructed Upright Quick 10 16 100 256 Over 30 and 11.2 EC, prig Upright up to 45 14.0 EC NOTES The design for K 11.2 EC (K 160 EC) sprinklers should not include fewer than six sprinklers or have a design pressure of less than 12 psi (0,8 bar); similarly the design for K 14.0 EC (K 200 Ec)sprinklers should not include fewer than four sprinklers or have a design pressure of less than 18 psi (1,2 bar). For flow criteria, refer to FM Loss Prevention Data Sheet 3-26. Refer to FM Loss Prevention Data Sheet 2-0 for permitted K-Factor/Area combinations. TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC-11 OR EC-14 SPRINKLERS UL and C-UL Specific Application depth of the concrete tees must not 3. When the sprinkler deflectors are Listing Requirements for exceed 30 in. (762 mm). The maxi- located higher than a horizontal Installation under Concrete Tees mum permitted concrete tee length plane 1 in. (25,4 mm) beneath the Series EC-11 and EC-14 Extended Coy- is 32 ft (9,8 m). However, where the bottom of the concrete tee stems, erage Upright and Pendent Sprinklers concrete tee length exceeds 32 ft the obstruction to sprinkler dis- (TY5137, TY5237, TY6137 and TY6237) (9,8 m), non-combustible baffles, charge criteria requirements of have a UL and C-UL Specific Applica- equal in height to the depth of the NFPA 13 for extended coverage tion Listing for use under concrete tees tees, can be installed so that the upright and pendent sprinklers when installed as follows: space between the tees does not applies. 1. Stems of the concrete tee con- exceed 32 ft (9,8 m) in length. struction must be spaced at less 2. The sprinkler deflectors are to be than 7.5 ft (2,3 m) on center but located in a horizontal plane at or more than 3 ft (0,9 m) on center. The above 1 in. (25,4 mm) below the bottom of the concrete tee stems. FM Approval Requirements Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprin- klers are to be installed in accor- dance with the applicable FM Loss Prevention Data Sheet for limited use in buildings of specific roof construc- tion and for the protection of certain specific ordinary hazard (non-storage and/or non-flammable or combustible liquid) occupancies. Information pro- vided in the FM Loss Prevention Data Sheets relates to, but is not limited to, hydraulic design, ceiling slope, and obstructions, minimum and maximum allowable spacing, and deflector-to- ceiling distance. These criteria may differ from UL and/or NFPA criteria. Therefore, the designer should review and become familiar with FM requirements before proceeding with design. Installation TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm) for the 135°F (57°C) to 3/32 in. (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 3/4 in. NPT sprinkler joint should be obtained by apply- ing a minimum-to-maximum torque of 10 to 20 ft-lb (13,4 to 26,8 N.m). Higher levels of torque may distort the sprin- kler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- TFP22O Page 5 of 8 Description Area ft x ft _______ Light Hazard 0.10 GPM/ft2 Group Ordinary Hazard 0.15 GPM/ft2 Group 11 Ordinary Hazard 0.20 GPM/ft2 GPM PSI GPM PSI GPM PSI 14 x 14 30 7.2 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 TY5137 18x18 33 8.7 49 19.1 65 33.7 (K=11.2) Upright 20x20 40 12.8 60 28.7 80 51.0 14 x 14 30 7.2 30 7.2 39 12.1 TY5237 16x16 30 7.2 39 12.1 51 20.7 18 x 18 33 8.7 49 19.1 65 33.7 (K=11.2) Pendent 20x20 40 12.8 60 28.7 80 51.0 14 x 14 N/A N/A 39 7.8 51 13.3 TY6137 16x16 N/A N/A 39 7.8 51 13.3 18x18 N/A N/A 49 12.3 65 21.6 (K=14.0) Upright 20x20 N/A N/A 60 18.4 80 32.7 14 x 14 37 7.0 39 7.8 51 13.3 16x16 37 7.0 39 7.8 51 13.3 TY6237 18x18 37 7.0 49 12.3 65 21.6 (K=14.0) Pendent 20x20 40 8.2 60 18.4 80 32.7 NOTES 1ft=0.3048m 1 f12=0.093m2 1 GPM = 3.785 LPM 1 psi = 0.06895 bar 1 GPM/ft2=40.74mm/min TABLED FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-11 AND EC-14 SPRINKLERS eon Plate by under or over-tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler with the deflector parallel to the mounting surface. Install pendent sprinklers in the pendent position; install upright sprinklers in the upright position. Step 2. After installing the Style 30, 40, or 60 mounting plate (or other applica- ble escutcheon) over the sprinkler pipe threads and with pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. For upright or pendent sprin- klers, wrench-tighten using only the W-Type 3 (End A) Sprinkler Wrench. For the pendent sprinkler installed with Style 30, 40, or 60 Escutcheon, wrench-tighten the sprinkler using only the W-Type 22 Sprinkler Wrench. Apply the wrench recess of the appli- cable sprinkler wrench (Figure 5 and 6) to the sprinkler wrench flats (Figure 1). I I I I I I El L I I I Li H I LI H I I LI I TFP22O Page 6 of 8 I 2-7/8 DIA. 1/2±1/8 (73,0 mm) - 1/2 (12,7 mm) (12,7±3,2 mm) 2-1/4 DIA. 1/4 (6,4 mm) FACE OF (57,2 mm) SPRINKLER FITTING (3,2 mm) / MOUNTING SURFACE MOUNTING CLOSURE / .L • - PLATE 1-1/8(28,6mm) FIGURE 2 SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 IN. TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 2-7/8 DIA. 5/8±1/4 (73,0 mm) 3/4 (19,1 mm) - (15,9±6,4 mm) 2-1/4 DIA. 1/4 (6,4 mm) FACE OF (57,2 mm) SPRINKLER 1/8 FITTING jL. (3,2 mm) MOUNTING / 1/ \I MOUNTING SURFACE / PLATE CLOSURE .- (34,9 mm) 7/8 (22,2 mm) FIGURE 3 SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 IN. TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON [1 I I 7 FACE OF SPRINKLER FITTING: 3/8 (9,5 mm) ABOVE TO 1/8 (3,2 mm) BELOW MOUNTING SURFACE ESCUTCHEON PLATE - SEATING SURFACE: 1/4 (6,4 mm) ABOVE TO 1/2 (12,7 mm) BELOW MOUNTING SURFACE; 3/4 (19,1 mm) TOTAL ADJUSTMENT 2-7/8 DIA.. (73,0 mm) - 2-1/4 DIA. (57,2 mm) MOUNTING 1/8,-SURFACE (3,2 mm) CLOSURE 3/4NPT 2-5/16" (58,7 mm) -MOUNTING 113/16 (46,0 mm) PLATE 11 FITTING SIDE TOWARDS SPRINKLER FITTING WRENCH RECESS / (END "A") FIGURE 5 W-TYPE 3 SPRINKLER WRENCH WRENCH RECESS - \ WRENCH HEX FIGURE 6 W-TYPE 22 RECESSED SPRINKLER WRENCH INTERNAL DIMENSIONS OF STYLE 60 ESCUTCHEON ACCOMMODATE CLASS 150 MALLEABLE - IRON REDUCING SPRINKLER FITTING FIGURE 4 SERIES EC-11 AND EC-14 PENDENT SPRINKLER ASSEMBLY WITH 3/4 IN. TOTAL ADJUSTMENT STYLE 60 TWO-PIECE FLUSH ESCUTCHEON I I I D I I I 7, I H I TFP22O Page 7 of 8 PIN 51 - XXX - I X I - XXX F SPRINKLER 1 TEMPERATURE SIN FINISH1 RATING I I 893 11.2K Pendent TY5237 894 11.2K Upright 1Y5137 895 14.0K Pendent TY6237 896 1 14.0K Upright TY6137 1 I NATURAL BRASS SIGNAL WHITE 4 1 (RAL9003) POLYESTER I5 I JET BLACK (RAL9005) POLYESTER 7 I LEAD COATED 9 I CHROME-PLATED 135 135°F(57°C) 155 155°F(68°C) 175 175°F(79°C) 200 200°F(93°C) 286 286-F (141-C) 000 OPEN2 I I I NOTES: Escutcheon ordered separately. OPEN indicates the sprinkler assembly without glass bulb, button, and sealing assembly. I TABLE SERIES EC-11 AND EC-14 UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION Care and Maintenance TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. Refer to the Instal- lation section, for more information. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this doc- ument, as well as with the applicable standards recognized by the Approval agency, such as NFPA 25, in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series EC-11 or EC-14 (specify) Sprinkler, SIN (specify), (specify) K-factor, Pendent or Upright (specify) Extended Coverage, (specify) temperature rating, (specify) finish, P/N (from to Table E) Recessed Escutcheon, Two-Piece Specify: Style (30 or 40) Two-Piece Recessed Escutcheon with (specify) finish, P/N (specify*) *Refer to Technical Data Sheet TFP770 Flush Escutcheon, Two-Piece Specify: Style 60 Two-Piece Flush Escutcheon with (specify) finish, P/N (specify**) **Refer to Technical Data Sheet TFP778 Sprinkler Wrenches Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 22 Recessed Sprinkler Wrench, P/N 56-665-7-001 I I I I I I I I I I I TFP22O Page 8 of 8 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1.215-362-0700 02019 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are -udjeot to change without notice. NATIONAL FIRE PROTECTION ASSOCIATION and NFPA ore registered irndemorfrs 01 RoOmful Are rroreolionstsnoclalion; TEFLON ISO registered trodemoN c1DuP0rtt I I I I I I I I I I I I I I I I I Johnson I Controls I I tqL:00 Worldwide www.tyco-fire.com Contacts Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage I I I I I I I I I H I I I I I General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY-FRB Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 in. (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 in. (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 1 NOTICE The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY313.... Upright 5.61K, 1/2 in. NPT TY323. . . .Pendent 5.61K, 1/2 in. NPT Technical Data Approvals Refer to Table A Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* * The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Underwriters Laborato- ries, Inc. (UL). Discharge Coefficient K=5.6 GPM/psi" (80,6 LPM/bar½) Temperature Rating Refer to Table A Finishes Sprinkler: Refer to Table B Recessed Escutcheon: White Coated, Black Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly . . . Stainless Steel w/TEFLON Bulb...............................Glass Compression Screw .................Bronze Deflector ..........................Bronze AUGUST 2018 Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. TFPI72 2-7/8 (73,0 mm) DIA. TFPI72 Page 2 of 4 Components: 1 - Frame 2 - Button 3 - Sealing Assembly 6- I * Temperature rating is ** Pipe thread connections per ISO 7-1 indicated on Deflector, can be provided on special request. ESCUTCHEON PLATE 1/2 7/16 (11,1 mm) Deflector* DEFLECTOR * SEATING SURFACE NPT** NOMINAL MAKE-IN 1 7/16 I (11,1mm) I NOMINAL I ' ' MAKE-IN J (50,8 mm) 2 1-3/8 (50,8 mm) I (34,9 mm) WR \11 / fl/i I -1 I I 1/2 NPT** DEFLECTOR * 4 - Bulb 5 - Compression Screw STYLE 15or20 RECESSED ESCUTCHEON CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE I Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 in. (1,6 mm) for the 135°F(57°C)and 3/32 in. (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 in. NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N'm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 lb-ft (9,5 to 19,0 N'm). Recessed Pendent Sprinklers The Series TV-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprinkler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 lb-ft (9,5 to 19,0 N'm). Step C. After ceiling installation and finishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. ^WRENCH RECESS - / (USE ONLY FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH I I H I I I I I I I I I Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pendent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) temperature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutch- eon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 I I I I I I I I Li I I I I L I I TFPI72 Page 3 of 4 2-7/8 DIA. (73,0 mm) 2-1/4 DIA. FACE OF (57,2 mm) SPRINKLER FITTING I FLUSH 3/8±5/16 (95±79 mm ) MOUNTING 1/8' ,, ä\ SURFACE CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TY-FRB PLATE 3/4 (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8 DIA. (73,0 mm) FACE OF SPRINKLER - 2-1/4 DIA. FITTING (57,2 mm) (7,9±6,4 mm) \ #(3,2 1/2 (12,7 mm) FLUSH MOUNTING f" SURFACE,//'m) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY-FRB PLATE 7/8' (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON I I TFPI72 Page 4 of 4 SPRINKLER FINISH (See Note 7) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED I POLYESTERC 135°F (57°C) Orange UPRIGHT (TY313) 155°F (68°C) Red 175°F (79°C) Yellow and 1, 2, 3, 4, 5, 6 5.6 1/2 in. NPT PENDENT (TY323) 200°F (93°C) Green 286°F (141°C) Blue ________________ 135°F (57°C) Orange RECESSED PENDENT (TY323) Figures 4a and 5b 1,2,3,4 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green Notes: Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-54-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Installed with Style 15 (1/2 in. NPT) 5/8 in. Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector Only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS FOR 5.6 K-FACTOR SPRINKLERS P/Na77_X)X_)_XXX_________ _ SPRINKLER I TEMPERATURE I SIN I FINISH I I RATINGS I I I I I I I P I I 1 I NATURAL BRASS PURE WHITE (RAL901O)° POLYESTER SIGNAL WHITE (RAL9003) POLYESTER JET BLACK (RAL9005) POLYESTER CHROME PLATED Notes: a. Eastern Hemisphere sales only TABLE B SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 135 135°F (57°C) 155 155-F (68-C) 175 175°F(79°C) 200 200°F(93°C) 286 286-F (141-C) 370 I 5.6K UPRIGHT (1/2 in.NPT) I TY313 371 1 5.6K PENDENT (1/2 in.NPT) I TY323 Notes: a. Use suffix "I" for ISO 7-1 connection; for example, 77-370-4-175-I I I I I I I I 1400 Pennbrook Parkway, Lansdale, PA 19446 ( Telephone +1-215-362-0700 02010 Johnson Controls. All rights reserved. All spooifucationn and otherintormalion shown were current 0501 document revision date and are subject 10 change without notice. Johnson 'I NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registerS 110d5m8,1,s of National Fits Protection Association; Controls TEFLON ins registered trodamR,trot Dupont I LI - I - INNOVATIVE - - FIRE PROTECTION, INC. - I I 1 3) PC p I I I I] I I I I I 8779 Cottonwood Ave., Ste. 101 - Santee, CA 92071 • TEL: 619.593.8200 - FAx: 619.593.9133 ifpinc.net - CA License #C.16.711148 >. 2 0 (.3 w m I- w (I) 0 0 -I -J m o ull Moose Tubes is a customer focused, LO growth oriented manufacturer and marketer of tubular products, where success is based on a commitment to meeting the customer's perception of quality. Our strength resides in our people working together to satisfy customers and to promote business growth by achieving superior financial performance. www.BullMooseTube.com sales@bullmoosetube.com 800.325.4467 UI BULL. MOOSE TUBE COMPANY Bull Moose Tube's® "Eddy Pipe®" brand sprinkler pipe is produced to meet sprinkler pipe standards and applications. c®us LISTED APPROVE 1] £!!f4 NFPA ADVANTAGES OF BULL MOOSE TUBE® EDDY PIPE® FAMILY All pipe products are UL Listed (for U.S. and Canada), and have been approved by Factory Mutual. Excellent production and coating capabilities, tighter tolerances, and our unique steel properties make our pipe excellent for roll grooving, welding, threading, and plain end fittings. All products are certified to ASIM Al 35 and A795 Type E, Grade A. Available in specific cut to order lengths from regular mill rollirigs. More popular sizes available with coating or bare. Ultra Eddy®, Eddy Flow®, Eddylite®, and Eddythread 40® offer cost savings along with superior hydraulics without compromising service life. Sprinkler pipe inventory stocked in Masur Ohio; Gerald, Missouri; Casa Grande, Arizona; Kent, Washington; and Dallas, Texas. All Bull Moose (black) sprinkler pipe includes our exclusive EDDY GUARD Il® MIC preventative coating. Bull Moose Tube® sprinkler pipe is FBCTM compatible. PRODUCTS Schedule 10 and Schedule 40: FM approved and UL listed sprinkler pipe. Eddythread 40®: Light threadable Schedule 40 replacement with corrosion resistance ratio of 1.0. Eddylite®: Lightwall threadable with standard outside diameter. Eddy Flow®: Cost effective replacement for Schedule 10. Ultra Eddy®: Lighiwall roll groovable pipe. Bull Moose galvanized steel sprinkler pipe is hot dipped galvanized to meet ASTM Al 23 standards. All products are stencilled to meet FM & UL specifications. PROTECTION Eddy Guard Il®: Bull Moose Tube® is producing product that can resist bacteriological growth even after multiple rinse-outs. You know MIC corrosion can impact your installation and your property. Specify Bull Moose Tube® "Eddy Guard Il®" and feel comfortable knowing that you are getting Eddy Pipe® product you trust with the bacteria resistance you need. Eddy Guard Il® is NFPA 13 and NFPA 13R system compatible for use in hybrid systems as well as FM approved. All information contained herein is accurate as known at the time of publication. Bull Moose Tube" reserves the right to change product specifications without notice and without incurring obligation. — — — — — — — - c®us LISTED <> APPROVE) DO NFPA -"- SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE 0.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.097 15.27 1.41 lbs/ft 1.820 91 1-1/4 1.660 1.442 9.91 - 1.81 lbs/ft 2.518 61 1-1/2 - 1.900 1.682 776 -- 2.09 lbs/ft 3.053 61 2 - 2.375 - 2.157 627 2641bs/ft 4223 37 2_V2 2.875 2.635 492 3.53 lbs/ft 5.893 30 350O 3260 j.54 4.34 lbs/ft 7.957 19 4 4.500 4.260 2.50 5.62 lbs/ft 11.796 19 SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.049 1.00 1.68 lbs/ft 2.055 70 11-11A 1 660 1 380 1.o6 2 27 lbs/ft -' 2 918 51 11 -11/2 1.900 1.610 1.00 2.72 lbs/ft 3.602 44 2 __2.37_ ____'__2_.067 -- 1.00 3.66 lbs/ft 5.114 30 2-1/2* 2.875 2.468 1.00 5.80 lbs/ft 7.875 30 3* 3.500 3.068 1.00 7.58 lbs/ft 10.783 19 4* 4.500 4.026 V 1.00 10.80 lbs/ft 16.316 19 *Only available in Casa Grande, AZ **Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. ------------------------- <'f For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com U 1819 Clarkson Road V Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas,D( Masury, OH BijU. MoosE1BcoAj'.w 63017 Bull Moose Tube's® Schedule 10 and Schedule 40 are FM Approved dlld UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube® made the decision to have them approved and listed. Our Schedule 10 and Schedule 40 have a pressure rating of 300 PSI and have been through the same rigorous testing as our other fine pipe products. Schedule 10 can be supplied roll grooved or plain end. Bull Moose Tube's® Schedule 10 and Schedule 40 pipes are hot dipped galvanized to meet ASTM Al 23 stdndards. All products are stencilled to meet FM & UL specifications. Dull Moose Tube's® Eddythread 40® ADVANTAGES OF BULL MOOSE TUBE® EDDYTHREAD 40® L) is a lightweight replacement for • Has a Corrosion Resistance Ratio of 1.0. Schedule 40 that has a Corrosion • Has a pressure rating of 300 psi. Resistance Ratio of 1. • Is lighter weight than Schedule 40. Is approved by Factory Mutual and listed by Underwriters Laboratories. Is produced in accordance to ASIM Al 35 and A795 Type E, Grade A. Can be used with standard Schedule 40 threaded fittings, couplings, and valves. Is produced from steel with excellent properties of strength and threadability. Can be used in wet, preaction, and deluge type sprinkler systems. Can be hot dipped galvanized to meet FM's requirement for dry systems. Offers lower freight costs. Supplied with EDDY GUARD Il® MIC preventative coating. EDDYTHREAD 40® SPECIFICATIONS NOMINAL PIPE O.D. I.D. WEIGHT WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR* LB./FT WEIGHT SIZE 1 1.295 1.083 1.00 1.461 1.860 70 11/4 1650 1418' 100 2.070 2.754 51 7 1-1/2 1.900 1.654 1.00 2.547 3.468 44 2 2375 2123 100 3308 1r 4.842 1 30 Corrosion Resistance Ratio per latest UL Directory listing c®us LISTED <> APPROVED no AONFSA Am.tk., PS. NFPA PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. Q1 V For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com U , 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent WA Casa Grande, AZ Dallas, TX Masurt OH .LrasETLEcaANv 63017 5 - — — - - - - - - - - - - - - - - - c®us LISTED APPROVED [041 ONFM NFPA ADVANTAGES OF BULL MOOSE TUBE® EDDYLITE® Standard outside diameter, unlike some other lightwall threadable pipe products. Lighter in weight than Schedule 40. Superior burst strength and corrosion resistance ratio compared to other lightwall threadable pipe products. Exceptionally strong, meets or exceeds ASTM Al 35 minimum yield requirements. Can be used with standard couplings, fittings, and valves. Freight savings. Lower sprinkler system costs without compromising service life. Better hydraulics than Schedule 40. Wall thickness and weight close to Schedule 30; compare to other lightwall threadable water filled products with wall thickness less than Schedule 10! CORROSION RESISTANCE RATIO (CRR) NOMINAL STANDARD INSIDE UL UL WEIGHT WATER BUNDLE PIPE SIZE (IN) DIAMETER (IN) THREADED UNTHREADED PER FT. FILLED SIZE 1 1.315 1.137 0.13 7.47 1.260 1.700 91 1-1/4 1.660 1.482 0.08 4.79 1.617 2.364 61 1-1/2 1.900 1.712 0.12 4.53 1.967 2.965 61 2 2.375 2.177 - 0.16 4.31 2.617 4.230 - 37 Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak tight seat for the gasket1 pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. Q1 ® For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas, TX Masurt OH BUI.I. MaDsn co,ipA,,w 63017 Bull Moose Tube's® Eddylite® is a lightwall threadable pipe manufactured in NPS 1" through 2". Eddylite® is truly unique product within the fire protection industry. This product has been engineered to provide lower cost fire protection systems without compromising service life, adequate wall thickness, or standard outside diameter. Eddylite® is manufactured to meet the requirements of ASTM A135 and A795 specifications. This pipe product has been fully approved by Factory Mutual, and listed by Underwriters Laboratories (for U.S. and Canada) for use in fire protection systems with a working pressure of 300 psi or less. CUS LISTED APPROVED omm NFPX ADVANTAGES OF BULL MOOSE TUBE® EDDY FLOW® Certified to ASTM Al 35 and A795 Type E, Grade A. FM approved for roll grooving and welding for use in wet systems. UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. Lightweight - saves shipping costs and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. Can be supplied roll grooved or plain end. Can be hot dipped galvanized to meet FM's & UL requirement for dry systems. Supplied with EDDY GUARD It® MIC preventative coating. - -- NPS O.D. EDDY FLOW® EDDY FLOW® WEIGHT WATER FILLED BUNDLE SIZE (IN) (IN) (ID) CRR* PER FT. WT. SIZE 1-1/4 1.660 1.530 1.98 1.222 2.019 61 1900' 1728 - 1.844 2.860 61 2 2.375 2.203 2.78 2.330 - 3.982 37 - 21/2 2875 _2_.765__'_1.66_ 1 2.609 5299 30 3 3.500 3.334 1.00 3.361 7.144 - 19 - 4 4500 4310 100 IL 4968 - 11.290_ 19 j *Corrosion Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. ® For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas,D( Masur OH 63017 Bull Moose Tube's® Eddy Flow® is a specially engineered replacement for Schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL Listed (for U.S. and Canada) for roll grooving and welding. As an added benefit, it is more economical to use than Schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's® larger ID provides an opportunity for downsizing and further cost savings. - - - - = - - - - - - - - - - 001=1 mm Dull Moose Tube's® Ultra Eddy® is ADVANTAGES OF BULL MOOSE TUBE® ULTRA EDDY® U a versatile product that can be • Certified to ASTM Al 35 and A795 Type E, Grade A. roll grooved, welded, and used with • FM approved for roll grooving and welding for use in wet systems. Pressfit* Products. • UL listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. Lightweight - saves shipping costs, offers easier handling. Multidimensional: Can be used with all Schedule 5 approved roll grooved, welding and Pressfit* Products for pressures up to 175 psi. Designed to generic Schedule 5 tolerances for easy interchangeability with all approved or listed fittings. Can be supplied roll grooved or plain end. With a larger ID than other products on the market today, Ultra Eddy® offers substantial improvements in hydraulics. This improvement allows for downsizing within the system which offers the opportunity for additional cost savings. Can be hot dipped galvanized to meet FM's requirement for dry systems. -- NIPS O.D. ULTRA ULTRA EDDY® WEIGHT WATER BUNDLE (IN) (IN) EDDY® (ID) CRR** PER FT. FILLED WT. SIZE -- 1.315 - 1.201 2.17 .868 - 1.359 91 1-1/4 1.660 1.546 - 1.40 ' 1.107 1.920 61 1-1/2 1.900 1.786 1.11 1.274 2.360 61 - 2 2.375 2.261 1.00 1.604 3.344 37 - * Pressfit is a Registered Trademark of Victaulic Company of America ** Corrosion Resistance Ratio per latest UL Directory Listing c®us LISTED APPROVED I] kONFSA - Fbe NFPA PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. Q ® For Additional Information Contact (800) 325-4467 www.bullmoosetube.com - Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com U 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas,D( Masury, OH uu. iv,00s®njE coN,pAjIy 63017 c®us LISTED APPROVED [41 4fA NFPA I- NIPS (IN) 1 1-1/4 1-1/2 2 2-1/2 3 4 0.D. (in) 1.315 1.660 1.900 - 2.375 l.b.(in) 1.201 1.546 1.786 2.261 ULTRA EDDY® EmptyWeight(lbIft) 0.868 1.107 1.274 1.604 Wr-HhIedWeight(blft)' 1.359 1.920 2.360 3.344 - - - 2.17 1.40 1.11 1.00 - I OD(in) - 1 660 1 900 2 375 2 875 3 500 4 500] LD.(in) 1530 - 1.728 2.203 2.705 3.334 4.310 Empty Weight (lb/ft ' 1.222 1.844 2.330 2.809 3.361 - - 4.968 EDDY FLOW Water Ailed (ibm)i 2 0i9] r286O 3 982 5 29' 7i44 1i 290' Weight LCRR 198 '344 278 166 100 - 100 - r 0(in) 1315 1.660 1900 2375 2.875 3.500 4.500 l.D.(in) 1.097 1.442 1.682 2.157 2.635 3.260 4.260 SCHEDULE Empty Weight (lb/ft) 1.410 1.810 - 2.090 2.640 3.530 4.340 5.620 10 Water-Filled Weight (i ' 1 1.820 2.518 3,053 4.223 5.893 7.957 11.796 [ ' C.R.R.] 1527 991 776 627 492 354 250 0DOn)J 1315 1660 1900 2.375 _J.D.(iii) 1.137 1.482 1.712 2.177 - EDDYLITE® Empty Weight (ib/ft 1_260_ 1 617 1 967 2617 - ter Filled W th/ft) 1700 2364 2965 - fl23o - C.R.R. 0.13 :0.08,O.1 p.16 --------1' I r----- --- -- - 1 00(m) 1.295 1.650 1.960 2375 I 1.083 1.418 1.645 2.123 - EDDYTHREAD Empty Weight (lb Ift) 11-1 1.461 2.070 2.547 3.308 - 40® Water-FmlIedWeight(lbIft1 1.860 2.754 3.468 4.842 - - C.R.R. 1.00 1.00 1.00 1.00 (in) _OD 1.315 1.660 1900 2375 2.875 '3500 4500' ID n) 1049 1,380 1 0_5 fl2067 246 ië 40261 SCHEDULE Empty Weight (lb/ft - 1 6äT 2.270 2720 66 5.800 7.580 108001 40 terFmIledWeight (lb/ft 2O55 2918 3 602 5114 -- 7875 0783 16316 1.00 1.00 1.00 1.00 ' 1.00 - 1.00 1.00 A For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkson Road U Chesterfield, MO Gerald, MO Kent, WA Casa Grande, AZ Dallas, TX Masur Oil BIJLLMOOSETUBE cONPAI.lY 63017 9 - - - - - - - - - - - - - - - - - - ,- c®us LISTED <> APPROVED I] £o k' NFPA sp NPS PIPE WEIGHT PIECES WEIGHT WEIGHT WEIGHT TYPE PER FOOT PER BUNDLE PER BUNDLE PER BUNDLE PER BUNDLE ULTRA EDDY" 0.868 91 1,659 1,896 1,975 1410 2,695 3,079 3,208 1 :EDDYLITE® 1.260 91 - 2,408 2,752 2,867 DYFHREAD40®' 1.461 70 - 2,148 2,454 2,557 SCHE -DU LE4O 1.680 70 2,470 2,822 2,940 ULTRA EDDY® 1.107 61 - 1418 - 1,621 - 1688 EDDYFL0W 1.222 - 61 1565 1_,789 1,864 SCHEDULE10 1.810 61 2,319 2,650 2,760 11/4 EDDYUTE® - 1617 - - 61 2071 2367 2466 EDDYTHREAD4d'' - io -- 51 - 2217 2534 - -21639 SCHEDULE4' 2.270 51 2,431 2,778 2,894 ULTRA EDDY® 1.274 61 1,632 1,865 1,943 EDDY FLOW® 1.844 61 - 2,362 2,700 - 2,812 SCHEDULE 10 2.090 61 2,677 3,060 3,187 11 2 / EDDYLITE® 1.967 61 2,520 - 2,880 - 3,000 EDDYTHREAD400 2.547 44 2,353 2,690 2,802 - SCHEDULE 40 2.720 - 44 2,513 2872 2992 ULTRA EDDY®' 1.604 37 1,246 - 1 424 1 484 EDDY FLOW®.. 2.330 -- 37 - 1,810 2,069 2,155 SCHEDULE 10 2.640 37 2,051 2,344 2,_442 2 . EDDYUTE® 2.617 37 - 2,033 2,324 2,421 EDDYTHREAD 400 3.308 30 - 2,084 -- 2,382 2,481 SCHEDULE 40 3.660 30 2,306 2,635 - 2,745 . EDDY FLOW® 2.809 1,770 2,022 2,107 2-1/2 LSCHEDULE10 3.530 30 2,224 2,542 2,648 - - -- jSCHEDULE 40*' 5.800 - 3,654 - 4,176 - - 4,350 j EDDY FLOW® 3.361 - - 1 341 ' 1,533 1,596 3 1: SCHEDULE 10 4.340 19 . 1,732 - 1,979 - 2,062 -. ------.. $çftP4Q. 7.580 3,024 3,456 3.601 EDDY FLOW® 4.968 1,982 - 2,265 -- 2,360 SCHEDULE 10: 5.620 19 2,242 2,563 2,670 SCHEDULE 40 10.800 4,309 4,925 5,130 SCHEDULE 10 - .9.289 -1-0 1,951 2,229 2,322 8 1 SCHEDULE 10 16.940 7 2,490 2,846 2,965 10 * Only Available in Casa Grande, AZ. LLMETBE INEEREDSPRINKLERPIPESWAYBRAcEcHARTS RLU.L MOOSE TUISIR CDMPA!IY 1819 Clarkson Road Chesterfield, MO 63017 PHONE. (800) 325-4467 FAX: (636) 537-2645 www.bullmoosetube.com sates@bullmoosetube.com Bull Moose Tube EDDY FLOW Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Max Zone of Influence Load (Fpw) lbs. Max. Transverse and 4-way Brace Spacing (ft.) *** According to HLF for the 2006 & 2009 IBC (ASCE7-05 ) &Cp for NFPA-13 shown in BOLD TYPE Pipe Transverse Brace Spacing* Size 20 ft. F25 ft. 30 ft. 35 ft. 40 ft. 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 1 1/4 1 1/2 136 232 109 185 89 152 76 130 64 109 40 1 40 40 40 37 40 32 35 29 31 26 29 24 27 23 25 21 23 20 22 19 21 18 20 2 372 297 244 209 175 40 40 40 38 34 31 28 27 25 24 23 22 2 1/2 3 4 549 809 1544 440 648 1235 360 531 1012 309 455 867 258 381 726 40 40 40 40 40 40 40 40 40 40 40 40 36 37 40 32 34 37 30 31 34 28 29 32 26 28 30 25 26 29 24 25 28 23 24 1 26 Bull Moose Tube EDDYTHREAD 40 Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Max Zone of Influence Load (Fpw) lbs. Max. Transverse and 4-way Brace Spacing (ft.) *** According to HLF for the 2006 & 2009 IBC (ASCE7-05 ) & Ci.. for NFPA-13 shown in BOLD Pipe Transverse Brace Spacing* TYPE Size 20 ft. 25 ft. 30 ff. 35ff. 40ff. 0.25 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 1 1 119 95 78 67 56 40 40 36 31 28 25 24 22 21 20 19 18 11/4 218 175 143 123 103 40 40 40 35 31 28 26 25 23 22 21 20 1 1/2 312 250 205 175 147 40 40 40 37 33 30 1 28 26 25 23 22 21 2 518 414 339 291 243 40 40 40 40 36 33 30 29 27 26 24 23 c®us LISTED <9> APPROVED 1] NFPA A For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com J 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA Casa Grande,AZ Dallas,D( Masury, OH 63017 BMT EDDY PIPE® BRAND SPRINKLER PIPE IS PRODUCED AT OUR GERALD, MO., CASA GRANDE, AZ. AND MASURY, OH. PLANTS WITH ADDITIONAL STOCKING LOCATIONS IN DALLAS, TX. AND KENT, WA. FOR ADDITIONAL INFORMATION CONTACT YOUR SALESPERSON TODAY AT: (800) 325-4467 OR FROM CANADA CALL: (800) 882-4666 () BULL MOOSE TUBE COMPANY 1819 Clarkson Road Chesterfield, MO 63017 PHONE: (800) 325-4467 FAX: (636) 537-2645 www.bullmoosetube.com sales@bullmoosetube.com c®us LISTED <*> APPROVED NFPA c®us LISTED <M A ONFSA APPROVED STOCKING LOCATION MANUFACTURING PLANT! J4 STOCKING LOCATION Worldwide www.tyco-fire.com Contacts I I I I Installation I I I I I BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet tqcao General Description TYCO CPVC Pipe and Fittings pro- duced by Johnson Controls are designed exclusively for use in wet pipe automatic fire sprinkler systems. The TYCO CPVC Pipe and Fittings are produced from BLAZEMASTER CPVC compound that is a specially developed thermoplastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art addi- tives. TYCO CPVC Pipe and Fittings are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapt- ers are available to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. NOTICE The CPVC Pipe and Fittings produced with BLAZEMASTER CPVC compound described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Technical Data Sizes 3/4 Inch to 3 Inch Maximum Working Pressure 175 psi Approvals UL and C-UL Listed FM Approved LPCB Approved NSF Certified MEA Approved (Refer to Installation Handbook IH-1900 dated April 2016 for exact listing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SOR 13.5 Fittings: ASTM F438 (Sch. 40) ASTM F439 (Sch. 80) ASTM F1970 Color Orange TYCO CPVC Pipe and Fittings are to be to be installed in accordance with Installation Handbook IH-1900. I I I I .1 I I I I TFPI9I5 I Page 1 of 2 AUGUST 2018 TFPI9I5 Page 2 of 2 Care and Maintenance TYCO CPVC Pipe and Fittings are to be maintained and serviced in accordance with this section. Before closing a fire protection system control valve for inspection or main- tenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must first be obtained from the proper authorities and all person- nel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and de-vices in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSO- CIATION (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. El II I I LI I I I I 1 I I I I I I I El I 1400 Pennbrook Parkway Lansdale, PA 19446 I Telephone +1-215-362-0700 02018 Johnson Controls. All rights resernod. All specifications and other inlormation shown were current as of dooumonl revision date and are subject to change without notice. NATIONAL FIRE PROTtCTIONASSOCLNTION and NFPA ore registered trodemorka of National Are Protection Association; BLAZEMASTER As t,odeeorlr of The Lebrtrol Corporation Johnson Controls [I — - t Co INNOVATIVE I — FIRE PROTECTION, INC. - 0 — I I Li I I I I I I I I I 8779 Cottonwood Ave., Ste. 101 • Santee, CA 92071 • TEL: 619.593.8200 • FAx: 619.593.9133 ifpinc.net • CA License #C.16.711148 ml 1 I I I tLIC00 Worldwide Contacts I www.tyco-fire.com BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description TYCO CPVC Pipe and Fittings pro- duced by Johnson Controls are designed exclusively for use in wet pipe automatic fire sprinkler systems. The TYCO CPVC Pipe and Fittings are produced from BLAZEMASTER CPVC compound that is a specially developed thermoplastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art addi- tives. TYCO CPVC Pipe and Fittings are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapt- ers are available to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. Technical Data Sizes 3/4 Inch to 3 Inch Maximum Working Pressure 175 psi Approvals UL and C-UL Listed FM Approved LPCB Approved NSF Certified MEA Approved (Refer to Installation Handbook IH-1900 dated April 2016 for exact listing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SOR 13.5 Fittings: ASTM F438 (Sch. 40) ASTM F439 (Sch. 80) ASTM F1970 Color Orange Installation TYCO CPVC Pipe and Fittings are to be to be installed in accordance with Installation Handbook IH-1900. I I I I I I I I FATORM U The CPVC Pipe and Fittings produced with BLAZEMASTER CPVC compound described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. I The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any I questions. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to I regulatory and health information. Page 1 of 2 I AUGUST 2018 TFPI9I5 TFPI9I5 Page 2 of 2 Care and Limited Maintenance Warranty TYCO CPVC Pipe and Fittings are to be For warranty terms and conditions, visit maintained and serviced in accordance www.tyco-fire.com. with this section. Before closing a fire protection system control valve for inspection or main- tenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must first be obtained from the proper authorities and all person- nel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and de-vices in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSO- CIATION (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-216-362-0700 02018 Johnson Controls. All rights rooerved. All specifications and other information shown were current as of document revision date and are subject to change without notice. NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are reglslorod Iradama,Iro ci NatIonal Fire Promotion n0500latlon; IA_AZEMASTER isabed- at Tho Lubrlrol Corporation I I I I I I I I I I I I I I I I I Johnson I Controls I I I I I I I I I I I FireLock® Fittings FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD-developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic PS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock EZ® Style 009N/Style 009H couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel. Red Enamel in EMEA-l. Optional: Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Location Date Approved I I I I I I I Para 4tauIicf 10.03_i www.victaulic.com VIcTAIJLIc IS A REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS FireLock® Fittings DIMENSIONS to E NO. 003 NO. 002 NO. 006 ! L No. 1. 006 __ U-12 __ Im'r 'I I W 1'• ____ r GZD j. 1¼ 1.660 0.8 0.3 32 42.4 1 ½ 1.900 40 L 48.3 - - - - - - - - - - - - - - - - - - 21 0.82 21 0.1 0.4 0.2 2 2.375 2.75 1.7 2.00 1.8 2,75 2.4 0.88 0.6 50 I 60.3 70 0.8 51 0.8 70 1.1 22 0.3 3.1 1.0 2½ 2.875 3.00 2.25 2.2 3.00 3.6 0.88 65 I 73.0 3.000 76 3.00 1.4 3.30 57 2.25 -- 76.1 1.0 76 1.6 22 0.5 2.4 1.1 - - mm 76.1 76 1.5 57 - - 3 3.500 3.38 4.0 2.50 3,1 3.38 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 3.00 76 5.1 2.3 7.5 3.4 - 108mm 4.250 108.0 , 4.00 102 5.7 2.6 4.00 102 - 3.00 4 4.500 4.00 6.7 5.6 4.00 8.7 1.00 2,4 100 114.3 102 3.0 76 2.5 102 .L 3,9 25 1.1 4.88 4.1 5 5.563 12.6 3.25 8.3 4.88 15.7 1.00 125 141.3 - 124 - -- 5.7 83 3.8 124 - 7.1 25 ._4 1.9 3.50 9.2 6.250 15 mm 5.50 12.6 5.50 17.9 158.8 4-- ---' -4----------- I 140 5.7 89 4.2 140 8.0 " - 18.3 8.3 3.50 89 11.7 5.3 6 6.625 150 168.3j140 5.50 5.50 140_ _- 22.7 103 1.00 5.9 6.81 8 8.625 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X. A _ct_a -ul i d 10.03_2 . REV_K I I I 1 I I I I I I I I I I I I I I I IPS CARBON STEEL PIPE- FIRE PROTECTION PRODUCTS 10.03 FireLock® Fittings FLOW DATA Elbw Straigi fltFIk, 1¼ 1.660 1 - - I - 32 42.4 - - - --.-.-_-. .4. ------------------. 1½ 1.900 - - - 40 48.3 4- ------. 2 2.375 3.5 -----------. 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2½ 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 - -- .- 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0.7 ------- 3.4 1.4 3 3.500 5.0 I 2.6 13.0 5.0 80 88.9 j_ 1.5 0.8 4.0 1.5 4.250 6.4 3.2 15.3 6.4 108mm 108.0 2.0 0.9 I 4.7 2.0 4 4.500 6.8 T3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 I 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 4- -----.- .-4---------- --4 --,- -4 - - 159mm 6.250 9.4 4,9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 ' 168.3 3.0 1 1.5 7.6 3.0 8 8.625 -13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K \4taulicr 10.033 FireLock® Fittings GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009N/009H couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.03 1539 REV K UPDATED 09/2012 VIcTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAIJLIC COMPANY. ALL RIGHTS RESERVED. 10.03 Jt -au iicr I Flexible Coupling I I I I I STYLE 75 Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi/3450 kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. The Victaulic standard flexible coupling offering for grade °EHP" or °T" gaskets is the Style 177 installation-ready flexible coupling. For all available sizes, the Style 177 is the standard flexible coupling Victaulic supplies in North America for piping systems using Grade °EHP" or "I" gaskets. Contact Victaulic for further details. Performance data presented in this document is based on use with standard wall, carbon steel pipe. For use with stainless steel pipe, please reference document 17.09 for pressure ratings and end loads. When used on light wall stainless steel pipe, the Victaulic RX roll set must be used to roll groove the pipe. For further information regarding roll grooving stainless steel, refer to document 17.01. Exaggerated for clarity MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Gasket: (specify choice*) Grade 'E" EPOM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+60°C and water over +150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. NOTE: Additional gasket styles are available. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. I I JOB/OWNER I System No. Location CONTRACTOR Submitted By ENGINEER Spec Sect Para__________ Approved Date I www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REVN I 4tauiicr 06.05_i I I LI I Li I I I CARBON STEEL PIPE - GROOVED COUPLINGS 06.05 Flexible Coupling STYLE 75 DIMENSIONS 4. Max. Wor~ Pressure Max. End Load Allow. Pipe End Sep. t Deflect.Fr. CLT II4 4 F 1110 - a 1 1.315 500 680 0-0.06 . 2 43 0.57 2 - Is x 2 2.38 427 1.77 1.3 25 33.4 1 ¼ 1.660 32 - -..----_- 3450 500 3450 - I 3025 I 1080 4805 -+.---.- 0 -1.6 0-0.06 - -.-. -.----.- . 48 I 0.45 61 2.68 108 I - 4.61 _i1L4.± 45 ---- I 1.77 0.6 - - 1.4 0.6 ... - 1 ½ 1.900 500 1420 0-0.06 i - 56 0.40 2 - 3/ x 2 2.91 4.8 2 .77 145 1.5 40 3450 6320 - 0-L6 33 74 - U2 2 2.375 500 2215 0-0.06 1'- 31, 0.32 2 - /s x 2 3.43 522 1.88 1.7 50 60.3 2½ 2.875 65 73.0 3450 9860 0-1.6 - 1 -15 1 26 0.26 - 22 2 - /s x 2 87 3.88 98 133 - 5.68 144 48 1.88 48 0.8 1.9 0.9 500 1 3450 3245 0-0.06 14-440 0-1.6 761 3.000 mm 500 3535 0- 0.06 V 12' 0.26 2 3/ 2 - SX 4.00 5.90 1.88 1.9 j 76.1 15730 0- 1.6 - 22 102 150 48 0.9 500 3450 3 3.500 80 88.9 ,•, 4800 0- 0.06 21360 0-1.6 - 1. 2' - 0.22 18 I 4.50 114 7.00 178 1.88 48 2.9 13 1.88 2.9 3½ 4.000 500 6300 0- 0.06 0. -54' I 0.19 2- ½ x 21' 5.00 7.50 90 I 101.6 3450 28035 0-1.6 1 16 I 127 191 48 13 I --- --------- 2.13 54 4 4.500 100 1143 500 3450 7950 0-0.13 35380 V 36' - - 0.34 28 - 2% 5.80 147 8.03 204 - 4.1 19 7.79 2.13 3.7 1080mm 4.250 450 6380 1 0-0.13 1• -41' 0.35 2-12 x 700 ss 108.0 4½ 5.000 120 L 127.0 3100 450 28395 0-3.2 8820 j 0-0.13 V -26' 3100 29 0.25 2-1/ x 31' 141 6.13 198 9.43 54 2.13 1.7 5.5 10.07 256 5 5.563 125 141.3 450 3100 10935 0-0.13 48660 0-3.2 j_ I . , 1 -18 0.27 23 2- /33/4 6.88 175 2.13 54 5.8 2.6 2.13 6.0 5250 133.0 MM 450 9735 0 -0.13 1 . -21, 0.28 2 - 16 x 82.5 6.55 9.37 133.0 3100 43325 0-3.2 24 166 238 54 2.7 1397mm 5.500 450 10665 0-0.13 V -18' 0.28 2 -5/s x 31' 6.80 9.59 2.13 6.3 3 139.7 3100 I 47460 0-32 24 173 ----1- 244 --- 54 2.9 ----------.-.t.------t-----.--.---. 450 6.000 mm I 12735 0-0.13 -- ________ . , -. j 0.21 --.---- - X 7.38 10.48 1.88 6.2 152.4 3100 56670 0-3.2 - 1 18 I 187 266 48 2.8 6 6.625 450 r -----t------------ I 15525 I 0-0.13 . , 0.23 1 ---+-----------'--- - , 8.00 11.07 2.13 7.0 150 168.3 j ,3100 69085 0-3.2 159.0mm 1so 31oo_.,4_614os 16 - 18 L x 203 3.2 6.250 I 450 I 13800 "T 0-0.13 . , 0.24 7.63 10.49 6.8 281k5393 - -3.1 12.4 8 8.625 1 450 26280 , 0- 0.13 o so' 0.18 - 4)34 1034 13.97 200 . 219.1 3100 116945 0-3.2 - 14 263 355 5.6 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or Cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONETIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/4 - 31/2/20 -90 mm; 25% for 4/100 mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. as 120 MS. I 1 lim W ~ J, 11 1 0-0 Z 111 F. N". !E1 www.victaulic.com -Ill. Aic--ta-uhcr VICTAIJLIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 302013 VIcTAULIc COMPANY. ALL RIGHTS RESERVED.. 06.052 REV_N I I I I I I I I I I I I I I I I I I I STYLE 75 WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. For complete contact information, visit www.victaulic.com 06.05 1470 REV N UPDATED 01/2013 vIcTAULIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2013 vlcrAuuc COMPANY. ALL RIGHTS RESERVED. 06.05 \tauIicr Vic®-End II End of Run Fitting A tauIi No. 67 10.21 1.0 PRODUCT DESCRIPTION Available Sizes 11/4 - 37DN32 - DN80 with ½/DN15, 347DN20 or 17DN25 female threaded NPT or BSPT outlet. Pipe Material Carbon Steel, Schedule 10, Schedule 40. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure Up to 365 psi/2500 kPa. Function End of branchline elbow fitting for sprinkler connection. 2.0 CERTIFICATION/LISTINGS tffm 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12, painted Orange Enamel. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. El Optional: Hot dipped galvanized. Outlet: NPT 0 Optional: BSPT ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victauliC.com 10.21 3209 Rev F updated 03/2017 © 2017 victaulic company. All rights reserved. 1 _________________ 1 I I I I I I I I I I I I I I I I I I victaulic.com 4.0 DIMENSIONS No.67 C toTE toGE Approximate Nominal Weight Size C to GE C to TE (Each) inches inches inches lb DN mm mm kg 11/4 x ½ 1.875 1.38 0.6 DN32 DN15 48 35 0.3 - - - - -.- -- •- - - -+--- - 1- 3/4 1.875 1.38 0.5 DN20 48 35 0.2 -- -_+ --- --------.+- ----.--------- -- 1 2 I 1.75 1 0.6 DN25 51 44 0.3 11/2 x ½ 1.875 1.5 0.7 DN40 DN15 48 38 0.3 3/4 1.875 1.5 0.7 DN20 48 38 0.3 1 2 1.625 0.7 DN25 51 41 0.3 2 x ½ 1.875 1.75 0.7 DNSO DN15 48 44 0.3 I ------ -4--- 3/4 1.875 1 1.75 0.7 DN20 48 0.3 . 44 ----.4.- -.- -_---.-t ------ -p--- ---- 1 2 1.75 0.9 DN25 51 44 0.4 21/2 x ½ 1.875 2 1.3 DN65 DN15 48 51 0.6 3/4 1.875 2 1.2 DN20 48 51 0.6 1 2 2 1.3 DN25 51 51 0.6 3 x 3/4 2 2.375 2.0 DNBO DN20 51 60 0.9 1 2 2.375 1.9 DN25 51 60 0.9 5.0 PERFORMANCE Please see applicable coupling publication for performance, or contact Victaulic for more information. 10.21 3209 Rev F Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.corn 2 Xj'tauuIiC victaulic.com 6.0 NOTIFICATIONS ,& WARNING This product must be installed by an experienced, trained installer, in accordance with the instructions provided with each valve. These instructions contain important information. Failure to follow these instructions may result in serious personal injury, property damage, or valve leakage. If you need additional copies of this product literature or the valve installation instructions, or if you have any questions about the safe installation and use of this device, contact Victaulic Company, P.O. Box 31, Easton, PA 18044-0031 U SA, Telephone: 001-610-559-3300. 7.0 REFERENCE MATERIALS 10.64: FireLock EZTM Style 009N Rigid Coupling! I I I I I I I I I I I I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing is this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, nary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer, Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications, All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.oictaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. I I I I 10.21 3209 Rev F Updated 03/2017 © 2017 Victaulic Company, All rights reserved, victaulic.com 3 JtaUIic I I I I Victaulic® Reducing Coupling 4tauiicr Style 750 06.08 1.0 PRODUCT DESCRIPTION Available Sizes: I . 2 x 1 through 10 x 8"/DN50 x DN25 through DN250 x DN200 Pipe Material: Carbon steel I Maximum Working Pressure: Up to 500 psi/3447 kPa Working pressure dependent on material, wall thickness and size of pipe I Application: Joins OGS roll grooved and cut grooved pipe, as well as OGS grooved fittings, valves and accessories Permits direct reduction on piping run I . Optional steel washer prevents telescoping of the smaller pipe inside the larger pipe during vertical system assembly Pipe Preparation: I • Cut or roll grooved in accordance with publication 26.01: Victaulic Standard Groove Specifications. 2.0 CERTIFICATION/LISTINGS I NOTES Download publication 10.01 for Fire Protection Certifications/Listings Reference Guide. I I I I I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. I System No. Location Spec Section Paragraph I Submitted By Date Approved Date I viCtaulic.Com 06.08 1536 Rev L Updated 10/2017 © 2017 victaulic Company. All rights reserved. 1 X A—Cum—ulicr I victaulic.com 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) El Standard: Orange enamel. El Optional: Hot dipped galvanized conforming to ASTM A153. Optional: Contact Victaulic with your requirements. Gasket: (specify choice') El Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30°F to +230°F/-34°C to +110°C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot +1807/+820C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range —20°F to +180°F/-290C to +82°C. May be specified for petroleum products, hydrocarbons, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+600C and water over +150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Others 0 For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts (specify choice2): F1 Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type Ill (imperial) or Type II (metric). El Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. Assembly Washer (optional): Galvanized carbon steel. 2 Optional bolts/nuts are available in imperial size only I I I U I 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 'J1'tauIic. U I I I I I I I U I I I I I I I I I I I I victaulic.com 4.0 DIMENSIONS Style 750 4lu••' II Pipe End Size Separation2 Deflect. From CL3 Bolt/Nut Dimensions Weight Approximate Nominal Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches In./Ft. inches inches inches inches lb DN mm Degrees mm/rn - mm mm mm mm kg 2 1 0-0.07 1 0.20 3.38 5.28 1.88 2.7 DN50 x DN25 0- 1.8 0°-57 17 2 [ x 2 J 85 134 48 1.2 -- 1 1h ----. 0-0.07 -- ...-- 0.20 3.38 1 5.28 1.88 2.0 DN4O 0-1.8 0°-57 17 ~x2 85 134 48 1.0 21/2 2 0-0.07 0.16 4.00 5.93 1.88 3.1 0°-47 2 x 2 DN50 0-1.8 14 102 151 48 1.4 2 0-0.07 • 0.16 4.38 6.63 1.88 4.6 0-47 2 ½ x 21/4 111111 x DN65 DN5O 0-1.8 14 168 48 2.1 3 2 0-0.07 0.13 4.75 7.13 1.88 4.9 0 -39 2 ½ x23/4 DN80 DNSO 0-1.8 121 181 48 2.2 21/2 0-0.07 0.13 4.75 7.13 1.88 4.3 0°-39 2 ½ x 21/4 121 0-1.8 11 181 48 2.0 0-0.07 0.13 4.75 7.13 1.88 4.2 0°-39 2 ½ x 2~ DN65 0-1.8 - 11 121 181 48 1.9 4 2 0-0.13 - 0.28 6.25 8.90 2.25 8.1 11-19 2 5/a X 31/4 DN100 DN50 0-3.2 25 159 226 57 3.7 -. - ,j. - f .... 2½ 0-0.13 0.28 6.25 I 8.90 2.25 8.6 2 Ye X 3 1/4 0-3.2 25 159 226 57 3.9 .-.+-.----.-. + . .--t.- . ---I. •-- -- t 0-0.13 11 0.28 6.25 8.90 2.25 6.9 119 2 5/sx3¼ DN65 3.2 25 159 226 57 3 0-0.13 0.28 6.00 8.90 2.25 6.7 1*- 19 2 ¼ x 3 ¼ DN8O 0- 3.2 25 - 152 226 57 3.0 5 4 0-0.13 0.22 7.18 10.70 2.13 11.2 1 3 2 3/4 x41/4 DN100 0-3.2 19 182 272 54 5.1 4 0-0.13 0.19 x 41/4 8.63 11.90 2.25 15.2 __ 165.1 DN100 0-3.2 1/4 01-55' 16 2 219 302 57 6.9 6 4 0-0.13 0.18 8.63 11.90 2.25 16.7 0'- 52 2 3/4 x4V4 x DN150 DN100 0-3.2 15 219 302 57 7.6 5 0-0.13 0.18 8.31 11.90 2.25 12.9 0 -52 2 3/4 x 4¼ 0-3.2 15 211 302 57 5.9 8 - 0-0.13 0.13 - 10.75 1 14.88 2.50 23.2 0 -38 2 Ye X 5 DN200 165.1 0-3.2 11 273 378 64 10.5 6 0-0.13 0.13 10.81 14.88 22.4 O38 2 7/x5 DN15O - 0-3.2 275 378 64 _10.2 10 8 0-0.13 F , 0.90 13.12 17.26 2.62 31.4 DN250 __DN200 _0-3.2 _0_-25__8 _2 _1x5½ 333 438 67 _14.2 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes, these figures should be reduced by: 50% for 1/4 -3 W/DN20 - DN90; and 25% for 4/DN100 and larger. NOTE Metric thread size bolts are avalalbie (colord-coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 i\ taUIic victaulic.com 5.0 PERFORMANCE Style 750 Size Maximum Working Maximum End Nominal Pressure4 Load4 inches psi lb DN kPa N 2 1 1 350 500 DN50 DN25 2413 2,225 350 1 ½ 1000 DN40 2413 4,450 21/2 2 500 2215 DN50 3447 9,850 2 350 1550 0N65 x DNSO 2413 6,900 3 2 350 1550 DN80 DN50 2413 6,900 500 3250 21h 3447 14,460 350 2475 DN65 2413 11,010 4 2 350 1550 DN100 DN50 2413 6,900 2275 2½ t 350 2413 10,125 350 2475 DN65 2413 11,014 4810 3 500 DN80 3447 21,400 5 4 350 5565 DN100 2413 24,765 6 4 350 5565 DN150 DN100 2413 24,765 5 350 8500 2413 37,825 8 350 11610 DN200 165.1 2413 51,645 350 12060 6 DN150 2413 53,645 10 8 350 20450 DN250 DN200 2413 90,970 4 Working Presssure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe and material. Maximum working pressure rating based on larger pipe size. Maximum end load rating based on smaller pipe size. NOTES WARNING FOR ONE-TIME FIELD USE ONLY, the Maximum Joint Working Pressure may be increased to 1 ½ times the figures shown. For joint pressure ratings on additional carbon steel wall thicknesses, see publication 06.15. 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 \4ltaulicr U U victaulic.com 5.1 PERFORMANCE Flow Data - Head Loss Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at +60°F/+16°C. Flow Reducing Flow Expanding I I I I I I I I I I I I I I I I Equivalent Size Pipe Length Small Nominal Diameter inches ft DN m 2 1 5.9 DN50 x DN25 1.8 1½ 2.0 DN4O 0.6 2½ 2 1.9 DNSO 0.6 2 1.9 DN65 DNSO 0.6 3 2 5.5 0N80 x DN50 1.7 3.8 2½ 1.2 3.8 DN65 1.2 4 2 6.0 DN100 DN50L 1.8 2½ j 6.0 1.8 6.0 0N65 1.8 3 6.0 DN8O 1.8 5 4 3.0 DN100 0.9 4 6.0 165.1 DN1001 1.8 6 4 6.0 0N150 x DN100 1.8 4.5 5 1.4 8 7.3 DN200 x 165.1 2.2 6 I 7.3 DN15O 2.2 10 8 8.7 DN250 DN200 2.7 Equivalent Size Pipe Length Small Nominal Diameter inches ft DN m 1 2 2.7 DN25 DNSO 0.8 1½ 2 1.9 DN40 DNSO 0.6 2 1.0 0N50 x 1 2/2 0.3 -- 1 1.0 DN65 I 0.3 t 3 3.5 DN8O 1.1 4 3.0 _______ DN100 0.9 2½ 3 2.5 DN8O 0.8 3.0 4 DN100 0.9 3 2.5 DN65 DN80 0.8 - 4 3.0 DN100 0.9 3 4 2.5 DN80 DN100 0.8 4 5 3.3 DN100 x 1.0 4.6 165.1 1.4 6 4.6 DN1SO 1.4 5 X DNJ 0.7 8 5.4 165.1 DN200 1.7 6 8 6.0 DN150 DN200 1.8 8 10 6.3 DN200 DN250 1.9 I I I 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 \/taUI ii C 1.1 06.08 1536 Rev L Updated 10/2017 © 2017 Victaulic Company. All rights reserved. virtnidir mm JtaUIic I UitaIilir nm 6.0 NOTIFICATIONS A WARNING r.QO. Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Only No. 61 bull plugs shall be used with Style 750 reducing couplings in systems where a vacuum may develop. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 05.01: Victaulic® Seal Selection Guide 10.01 Victpulict0 Products for Fire Protection Piping Systems - Regulatory Aooroval Reference Guide 25.01: Victaulic® Original Groove System (OGS) Groove Specifications 26.01: Victaulic® Design Data 29.01: Victaulic® Terms and Conditions of Sale 1-100: Victaulic® Field Installation Handbook I I I I H I I I I I I I I I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or ether intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patentor other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. I I I _CO cp - - CD INNOVATIVE - : FIRE PROTECTION, INC. I I I I I I L 17 I I I I I I I I I I I 8779 Cottonwood Ave., Ste. 101 • Santee, CA 92071 • TEL: 619.593.8200 • FAx: 619.593.9133 fpinc.net • CA License #C.16.711148 I I ES-A-C300/C300N Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative ColtTM Series C300 (Colt 300), C300N (Colt 300N) Double Check Detector Assemblies Sizes: 21/2" - 10" The Colt C300, C300N Double Check Detector Assemblies are designed to protect drinking water supplies from dangerous cross- connections in accordance with national plumbing codes and water authority requirements for non-potable service applications such as irrigation, fire line, or industrial processing. The Colt C300, C300N may be installed under continuous pressure service and may be subjected to backpressure for non-toxic applications. The Colt C300, C300N is used primarily on fire line sprinkler systems when it is necessary to monitor unauthorized use of water. For use in non-health hazard applications. Features Extremely Compact Design 70% Lighter than Traditional Designs 304 (Schedule 40) Stainless Steel Housing & Sleeve Groove Fittings Allow Integral Pipeline Adjustment Patented Tri-Link Check Provides Lowest Pressure Loss Unmatched Ease of Serviceability Available with Grooved Butterfly Valve Shutoffs May be Used for Horizontal, Vertical or N Pattern Installations Replaceable Check Disc Rubber Specifications The Colt C300, C300N Double Check Detector Assemblies shall consist of two independent TO-Link Check modules within a single housing, sleeve access port, four test cocks and two drip tight shutoff valves. Tri-Link Check shall be removable and serviceable, without the use of special tools. The housing shall be constructed of 304 (Schedule 40) stainless steel pipe with groove end connections. Tr-Link Checks shall have reversible elastomer discs and in operation shall produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly shall consist of a meter, which registers in either gallon or cubic measurement, a double check valve assembly and required test cocks. Assembly shall be a Colt C300, C300N as manufactured by the Ames Fire & Waterworks. r.,JuuDru (Con 300BF) It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult your local water authority, building and plumbing codes. -_NOTICE The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. L I I I I I I I I I I I I I I Ames Are & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measure- merits, please contact Ames Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire & Waterworks products previously or subsequently sold. I ~ L. AM ES FIRE &WATERWORKS A WAiTS Brand Configurations Horizontal Vertical up "N" pattern horizontal Materials Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM, Silicone and Buna N Tr-Link Checks: Noryl®, Stainless Steel Check Discs: Reversible Silicone or EPDM Test Cocks: Lead Free* Bronze Body Pins & Fasteners: 300 Series Stainless Steel Springs: Stainless Steel Dimensions - Weights Available Models Suffix: OSY - ULIFM outside stem and yoke resilient seated gate valves BEG - ULJFM grooved gear operated butterfly valves with tamper switch *OSY FxG - Flanged inlet gate connection and grooved outlet gate connection "OSY GxF - Grooved inlet gate connection and flanged outlet gate connection *OSY GxG - Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions Pressure - Temperature Temperature Range: 33°F - 140°F (0.5°C - 60°C) Maximum Working Pressure: 175p5i (12.1 bar) I k I I I I I open) I I L C300, 000N SIZE DIMENSIONS WEIGHT in. A in. mm C(OS in. mm D in. mm 6 in. mm H in. mm I in. mm J in. mm P in. mm C300 lbs. kgs. C300N lbs. kgs. 21/2 30/4 781 16/8 416 31/2 89 291/i6 738 211/i 546 151/2 393 813A6 223 133N 335 139 63 147 67 3 311/4 806 18/8 479 3'/16 94 301/4 768 221/4 565 171/8 435 On 233 141/2 368 159 72 172 78 4 333/4 857 22/4 578 4 102 33 838 231/2 597 181/2 470 915A6 252 153'16 386 175 79 198 90 6 431/2 1105 301/8 765 51/2 140 443/4 1137 331/4 845 233A6 589 131A6 332 19 483 309 140 350 159 8 493/4 1264 373/4 959 1 61'/16 170 541/8 1375 401/i 1019 2T/16 697 15"/16 399 213/16 538 494 224 569 258 10 573/4 1467 453/4 1162 1 83'16 208 66 1676 491/2 1257 321/2 826 173'16 440 24 610 795 361 965 438 I I I Nit U U C300BFG, C300NBFG SIZE DIMENSIONS WEIGHT im A in. mm C in. mm 0 in. mm 6 in. mm H in mm I in. mm J in. mm P in. mm C300BFG ft kgs. C300177 lbs. kgs. 21/2 273/4 705 8 203 31/2 89 29/8 759 211/2 546 14'5A6 379 8'3A 223 13 330 70 32 78 35 3 281/4 718 8/16 211 3'1A6 94 3011A6 779 22¼ 565 15/16 392 9Y16 233 131/2 343 68 31 81 37 4 29 737 8'5A6 227 3 1/16 94 3115A6 811 231/2 597 161/4 412 915A6 252 14 356 75 34 98 44 6 361/2 927 10 254 5 127 433A6 1097 331/4 845 1911A6 500 131A6 332 141/2 368 1 131 59 1 171 78 8 1 423/4 1086 1 121/4 311 1 61/, 165 1 511A6 1297 1 401/8 1019 1 23/16 592 1 1511/16 399 1 18Y16 462 1 275 125 1 351 159 Nory10 is a registered trademark of SABIC Innovative Plastics'". I I U U Approvals Approved by the Foundation for Cross-Connection Control and Hydraulic Research at The Unversity of Southern California (FCCCHR-USC) A\NWA C510-97 For additional approval information please contact the factory or visit our website at www.amesfirewater.com **c).iSSIP4# ** S C US ® c®Us<s> Approved 1048 B64.5 (BFG & OSY Only) 2½" PSI Service Row Rated Row *UL Rated Flow 14 N 12 Ic o 50 100 150 200 250 300 350 gpm 0 190 380 570 760 950 1140 1330 1pm 7.5 15 fps 3" PSI Service flow Rated Row *UL Rated Row 12 10 H 100 200 300 400 500 gpm 380 760 1140 1520 1900 1pm 7.5 15 fps 4" PSI Service Row Rated flow *UL Rated flow 24 - IIIII 16 - - H cc 12 E 0 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 1pm 7.5 13 fps I I I I I I I I I I I I I I I I I I L Capacity UL/FM Certified Flow Characteristics Flow characteristics collected using butterfly shutoff valves. Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps Service Flow is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. Rated Flow identifies maximum continuous duty performance determined by A\MNA. UL Flow Rate is 150% of Rated Flow and is not recommended for continuous duty. AWWA Manual M22 [Appendix C] recommends that the maximum water velocity in services be not more than lofps. 6" SI Service Row Rated Row UL Rated Flow 12 -- N 10 v 0 300 600 900 1200 1500 gpm 0 1140 2280 3420 4560 5700 1pm 7.5 12 fps 8" PSI Service Row Rated flaw UL Rated flow 12 - riN 10 cc 6 q 0 500 1000 1500 2000 2500 gpm 0 1900 3800 5700 7600 9500 1pm 7.5 10 fps 10" PSI 12 Service Flow Rated Row UL Rated Row 10 N w6 iT44JI 0 500 1000 1500 2000 2500 3000 3500 gpm 0 1900 3800 5700 7600 9500 11400 13300 1pm 7.5 10 fps i!1111191 Inquire with governing authorities for local installation requirements ZK~ A M E S FIRE & WATERWORKS A WATTS Brand ES-A-C300/C300N 1946 USA: Backllow Te: (978) 689-5065 • Fax: (976) 975-8350 • AmesFireWater.com USA: Control Valves Te: (713) 943-368.3 • Fax: (713) 944-9445 • AmesFi-eWater.com Canada: re!: (905) 332-4C90 • Fax: (935) 332-7068 • AmesFireWater.ca Latin Ameria: Tel: (52) 55-4122-0136 • ,Arnesi -eWater.com © 2019 Watts I (c? o)5 'Lp, ':. 4077 Airpark Dr. Standish, MI 48658 • 989-846583 ".globespnkIer.com FIRE SPRINKLER CORPORATION Technical Support" 989-414-2600 techservice©globesprinkler.com MODEL UMC UNIVERSAL MANIFOLD CHECK ASSEMBLY (With or Without Control Valve) 11/4", 1%", 2", 2%", 76.1n GENERAL DESCRIPTION The Globe Series "UMC" Universal Manifold Check is a first of its kind, UL Listed and FM Approved, complete floor con- trol station or shotgun riser assembly. It is pressure rated for 300 psi (20,6 bar). It provides the most compact "footprint" while delivering all of the necessary components for your floor control station as required by the NFPA Standards. With its multiple available configurations, it allows the con- tractor to order the suitable configuration for the site spe- cific needs. The "UMC" Universal Manifold Check is more than just a traditional stand-alone manifold. It serves as a complete floor control station as well as a complete shot- gun riser assembly inclusive of Control Valve with Internal Supervisory Switch; Check Valve; Flow Switch; Test and Drain Assembly; Adjustable Pressure Relief Valve Assembly pre-piped to drain; supply gauge (4", 6" and 8') and system gauge (1 1/4" through 8"). The "UMC" Universal Manifold Check replaces the need to order individual "Riser Mani- folds" plus control valves, check valves, and relief valve kits as all of these components are integrated into the one compact design, saving space as well as the labor to con- nect these separate components. For sizes 3" and smaller, an 18" long stainless steel braided flexible hose is included with the UMC for connecting the Test and Drain valve to a drain stack. The design takes into account both "left-hand" and "right-hand" orientations. (8" version available preas- sembled in right-hand orientation only) FLOOR CONTROL ASSEMBLY The UMC may be utilized to meet the NFPA 13 require- ments for Floor Control Valve Assemblies where there are multistory buildings exceeding two stories in height requir- ing zoning by floor or whenever separate control and floor zoning is specified. The UMC has been engineered with space savings in mind for those commonly installed appli- cations in stairwell landings and small alcoves. All UMC assemblies include the NFPA 13 required Listed Pressure Relief Valve which is pre-piped to drain. The relief valve is preset for 175 psi and is adjustable to 310 psi for high pres- sure system conditions. In addition to the relief valve, the UMC is equipped with a Test and Drain Valve. The Test and Drain Valve contains a test orifice of K2.8 so that it may be utilized for flow testing any system with sprinklers having K- Factors of 2.8 or larger. Note: NFPA 13 requires that a test connection providing a flow rate equal to or less than one sprinkler of a type having the smallest orifice on the system is to be provided. A pressure gauge is provided above the check valve clapper for sizes 11/4" 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- commodate a second gauge if desired. NOV 2018 GF m, 3", 4", 6", 165.1mm, 8" MODEL UMC UNIVERSAL MANIFOLD CHECK ASSEMBLY SHOTGUN RISER ASSEMBLY "Shotgun Riser Assemblies" are those assemblies which are typically installed in vertical orientations on individual sys- tem Risers. The Globe "Shotgun" Riser Manifold Assembly is available in 4 inch (DN 100), 6 inch (DN 150), and 8 inch (DN 200) sizes and is equipped with a control valve; check valve; flow switch; test and drain valve with NFPA required pressure relief valve; 2 gauges (system and supply). Sizes 4 inch (DN 100), 6 inch (DN 150), and 8 inch (DN 200) are equipped with a pressure gauge on both system side and supply side of the check valve clapper. TECHNICAL DATA Approvals cULus FM Maximum System Working Pressure 300 psi (20.6 Bar) End Connections See Table A Materials of Construction See Figure 1 *Multiple Patents Pending V-120 Page 1 of 11 I I I I I I I I I I I I I I I A 12 1 12 8 21 2 15 2 10 14 18 16 3 1 Fj JL (Y SECTION A-A A NOTE: 4 (DN100) shown as reference See ordering procedure for replacement part kits and Table A through G for part numbers for all sizes and configurations Flow switch rotated 90 degrees on 1-1/4 through 2 1/2' sizes FIGURE 1: MODEL UMC MANIFOLD CHECK ASSEMBLY MATERIALS OF CONSTRUCTION NOV 2018 GFV-120 Page2ofll I I I I I I I I I I I I I I I I I I I ITEM DESCRIPTION MATERIAL 1 UMC VALVE BODY DUCTILE IRON 2 RECESSED HEX PLUG STAINLESS STEEL 3 FLOW SWITCH H SEE FLOW TECHNICAL LITERATURE SWITC 5 BUTTERFLY CONTROL VALVE WITH INTERNAL SUPERVISORY SWITCH 4 RIGID COUPLING SEE COUPLING TECHNICAL LITERATURE SEE GLOBE BUTTERFLY CONTROL VALVE TECHNICAL LITERATURE 6 PRESSURE GAUGE PLASTIC 7 THREEWAY VALVE BRONZE 8 UMC COVER PLATE DUCTILE IRON 9 BOLT STAINLESS STEEL 10 FLOW SWITCH ADAPTER DUCTILE IRON 11 MODEL UTD TEST AND DRAIN SEE GLOBE TECHNICAL DATASHEET GFV570 12 MODEL ARVADJUSTABLE RELIEF VALVE SEE GLOBE TECHNICAL DATASHEET GFV575 13 FLOW SWITCH PLUG DUCTILE IRON 14 UMC VALVE CLAPPER STAINLESS STEEL 15 UMC VALVE CLAPPER RETAINING BOLT STAINLESS STEEL 16 UMC VALVE CLAPPER RETAINING NUT STAINLESS STEEL 17 UMV VALVE HINGE PIN STAINLESS STEEL 18 CLAPPER FACING RETAINING RING STAINLESS STEEL 19 CLAPPER FACING EDPM 20 FLOW SWITCH PLUG BOLT STAINLESS STEEL 21 CLAPPER SPRING STAINLESS STEEL MODEL UMC MANIFOLD CHECK VALVE ASSEMBLY LEFT HANDED VS RIGHT HANDED Both the shotgun riser assembly and the floor control tion of the Model UTD Test and Drain determines the station assembly are available as left handed or right "Hand" of the valve. If the Model UTD Test and Drain handed assembly. The determining factor of the left is connected to the port on the right side of the valve handed vs right handed is the position of the Model body, it is considered a right handed assembly. If the UTD Test and Drain. While looking at the faceplate Model UTD Test and Drain is connected to the port on with the Model UMC valve in the vertical orientation the left side of the Model UMC valve the assembly is and flow upward (shotgun riser orientation), the posi- considered left handed. MIN MainciA r1 pUJ •...........• -fl I i - _ 'J ill I I - ii - II 1u1IIL4&Y/ UI =iM. I_I I! j:f 1L;tli[ ! IJfD7*t I:1b4 ff RAM- ff MIND IliIII :11111 '&'I..1I'.4 iI r tujursi I.). utai — :lI I1 rlIIlI IE1i: I r jl j,]jj [clii 1 [I] •i.I 1..*1 I:] ' I NOV 2018 GFV-120 Page 3of 11 1 I I I H I H I I H I I I I I I I I I I I I I I I I I I I I I I I I I I I I TABLE A: 1 1/4" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT CONTROL VALVE END TESTAND PART NUMBER SHIPPING WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 11/4 R GL300T MXF THREADED 1" 317800-R-B-H 24.0 (10.9) 11/4" R NONE MXF THREADED 1" 317800-R.H 19.0 (8.6) 11/4 L GL300T MXF THREADED 1" 317800-L-B-H 24.0 (10.9) 11/4' L NONE MXF THREADED 1" 317800-L-H 19.0 (8.6) 1 1/4' R NONE GXG 1" 317843-R-H 19.0 (8.6) 1 1/4" R GL300G GXG 1" 317843-R-B-H 24.0 (10.9) 11/4" L NONE GXG 1" 317843-L-H 19.0 (8.6) 11/4" L GL300G GXG 1" 317843-L-B-H 24.0 (10.9) TABLE B: 1 1/2" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT CONTROL VALVE END TESTAND PART NUMBER SHIPPING WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 11/2" R GL300T MXF THREADED 1" 317803-R-B-H 24.0 (10.9) 11/2" R NONE MXF THREADED 1" 317803-R-H 18.3 (8.3) 11/2" L GL300T MXF THREADED 1" 317803-L-B-H 24.0 (10.9) 11/2" L NONE MXF THREADED 1" 317803-L-H 18.3 (8.3) 11/2" R NONE GXG 1" 317844-R-H 18.3 (8.3) 1 1/2" R GL300G GXG 1" 317844-R-B-H 24.0 (10.9) 11/2" L NONE GXG 1" 317844-L-H 18.3 (8.3) 11/2" L GL300G GXG 1" 317844-L-B-H 24.0 (10.9) TABLE C: 2" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL U APPROXIMATE SIZE UMCONTROL END TESTAND PART NUMBER SHIPPING R-RIGHT VALVE CONNECTIONS DRAIN SIZE WEIGHTS L-LEFT LBS. (kg) 2" R GL300G GXG 1" 317806-R-B-H 26.0 (11.8) 2" R NONE GXG 1" 317806-R-H 19.2 (8.7) 2" L GL300G GXG 1" 317806-L-B-H 26.0 (11.8) 2" L NONE GXG 1" 317806-L-H 19.2 (8.7) TABLE D: 2 1/2" (DN65) I 76.1 MM MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE CONTROL END TESTAND PART NUMBER SHIPPING R-RIGHT VALVE CONNECTIONS DRAIN SIZE WEIGHTS L-LEFT LBS. (kg) 2 1/2" R GL300G GXG 1 1/4" 317809-R-B-H 31. (14.1) 2 1/2" R NONE GXG 1 1/4" 317809-R-H 23. (10.7) 2 1/2" L GL300G GXG 1 1/4" 317809-L-B-H 31. (14.1) 2 1/2" L NONE GXG 1 1/4" 317809-L-H 23. (10.7) 76.1 mm R GLR300G GXG 1 1/4" 317809-D-R-B-H 31. (14.1) 76.1 mm R NONE GXG 1 1/4" 317809-D-R-H 23. (10.7) 76.1 mm L GLR300G GXG 1 1/4" 317809-D-L-B-H 31. (14.1) 76.1 mm L NONE GXG 1 1/4" 317809-D-L-H 23.5 (10.7) NOV 2018 GFV-1 20 Page 4 of 11 TABLE E: 3" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY CONTROL UMC BODY MODEL UTD APPROXIMATE SHIPPING SIZE R.RIGHT VALVE END TESTAND PART NUMBER WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 3" R GLR300G GXG 11/4" 317812-R-B-H 59.0 (26.8) 3" R NONE GXG 1 1/4' 317812-R-H 35.4 (16.1) 3" L GLR300G GXG 1 1/4" 317812-L-B-H 59.0 (26.8) L NONE GXG 1 1/4" 317812-L-H 35.4 (16.1) TABLE F: 4" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT CONTROL VALVE END TESTAND PART NUMBER SHIPPING WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) R GLR300G GXG 2" 317817-R-B 87.5 (39.7) 4" R NONE GXG 2" 317817-R 58.9 (26.7) 4" L GLR300G GXG 2" 317817-L-B 87.5 (39.7) 4" L NONE GXG 2" 317817-L 58.9 (26.7) TABLE G: 6" (DNI50) /165.1 MM MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT CONTROL VALVE END TESTAND PART NUMBER SHIPPING WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 6" R GLR300G GXG 2" 317818-R-B 124.5 (56.5) 6" R NONE GXG 2" 317818-R 80.0 (36.3) 6" L GLR300G GXG 2" 317818-L-B 124.5 (56.5) 6" L NONE GXG 2" 317818-L 80.0 (36.3) 165.1 mm R GLR300G GXG 2" 317818-D-R-S 124.5 (56.5) 165.1 mm R NONE GXG 2" 317818-D-R 80.0 (36.3) 165.1 mm L GLR300G GXG 2" 317818-D-L-B 124.5 (56.5) 165.1 mm L NONE GXG 2" 317818-D-L 80.0 (36.3) TABLE H: 8" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY CONTROL UMC BODY MODEL UTD APPROXIMATE SIZE R-RIGHT VALVE END TESTAND PART NUMBER WEIGHTS L-LEFT CONNECTIONS DRAIN SIZE LBS. (kg) 8" R GLR300G GXG 2" 317890-R-B 177.8 (80.6) 8" R NONE GXG 2" 317890-R 115.7 (52.5) NOV 2018 GFV-120 Page 5ofll FLOW RATE - LPM 200 300 400 500 600700800 1000 2000 3000 5000 7000 10000 6.00 0.40 5.00 0.30 4.00 Cd) - 3.00 Cd) 0.20 (I) Cl) Cl) O W W2.00 0.10 0.09 0.08 1.00 0.07 0.90 0.06 0.80 0.05 0.70 0.60 0.04 40 50 60 70 8090100 200 300 400 500 600 800 1000 2000 3000 4000 FLOW RATE - GPM UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe 1¼" = 6 feet 21/2" = 14 feet 6" = 30 feet 11/2 = 9 feet 3" = 11 feet 8" = 23 feet 2" =8 feet 4" =l4 feet FIGURE 3: MODEL UMC MANIFOLD CHECK (WITHOUT BFV) FRICTION LOSS CURVES 11/4"TO 8" FLOW RATE - LPM 200 300 400 500 600700800 1000 2000 3000 5000 7000 10000 0.40 0.30 0.20 Cl) C/) 0 -J w (I) 0.10 0.09 0.08 LU 0.07 ir 0.06 0.05 0.04 40 50 60 70 80 90100 200 300 400 500 600 800 1000 2000 3000 4000 FLOW RATE - GPM UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe 11/4" = 8 feet • 21/2" = 22 feet • 6" = 38 feet 1%" 11 feet • 3" =17.5feet • 8" =27feet 2" =l2feet • 4•• 18.5 feet FIGURE 4: MODEL UMC MANIFOLD CHECK (WITH BFV) ASSEMBLY FRICTION LOSS CURVES 1h/4I TO 8" NOV 2018 GFV-120 Page 6ofll I I I I I I I I I I I I I I I I I I I -•H- ,. _______ 7.00 i• + ...- - .. - .4 . . 14 0 / -- 4-4--fH J'/) 4- - . t-4---± - -I + - • -----' - + t . . yJi- :m IIT ITI H 'tTTitf 17 + - IJLLI .t. 0.50 7.00 6.00 5.00 4.00 Cl) ci. 3.00 C,) (I) 0 -J W 2.00 D Cl) Cl) w 0 1.00 0.90 0.80 0.70 0.60 0.50 Page 7 of 11 I GFV-1 20 NOV 2018 TABLE I: MODEL UMC AND BUTTERFLY VALVE END TO END DIMENSIONS End to End Dimension jflj End to End Dimension WifiL Globe Butterfly Control Valve Size g1d Butterfly Control Valve Globe Butterfly Control Valve End to End Dimension inches (mm) inches (mm) inches (mm) 1 1/4" 10.75 12.89 2.64 MT x FT (273) (327) (67.9) 11/4" 11.4 15.4 4 GxG (290) (391) (101.6) 11/2" 10.75 13.12 2.87 MT x FT (273) (333) (73) 11/2" 11.4 15.5 4.1 G x G (290) (394) (104) 2" 10 14.49 4.49 G x G (254) (368) (114) 2 1/2" 10.63 15.12 4.49 G x G (270) (384) (114) 65 mm 10.63 15.12 4.49 G x G (270) (384) (114) 12.75 16.55 3.8 G x G (324) (420) (96.4) 14.63 19.13 4.5 GxG (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) FIGURE 5: MODEL UMC ASSEMBLY WITHOUT BFV DIMENSIONAL DRAWING FOR SIZES 1 1/4" TO 2 1/2" I I I I 11 I I I I I A B C D E F G H SIZE Inches Inches Inches Inches Inches Inches Inches Inches Inches (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) 1 1/4" TXT 3.1 6.2 8.4 6 6.7 13 2 10.7 9.5 (79) (157) (214) (150) (170) (328) (50) (272) (241) 11/4" GXG 3.1 (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) 11/2" 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 6.7 9.2 6.2 7.2 12.3 2.3 10.6 (84) (171) (233) (157) (182) (312) (58) (269) - I I I I I LI I I [1 I I I [1 A B C D E F G H SIZE inches inches inches inches inches inches inches inches (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) 30 6.5 6.9 9.4 6.4 16 2.4 12.7 (165) (176) (238) - (161) (406) (61) (324) 40 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 9.5 12.4 6.4 7.9 19.9 3.9 17.5 (203) (241) (315) (163) (201) (504) (99) (444) 8" 11.5 14.5 8 9 22.3 5 24 (229) (292) 1 (368) 1 (203) (229) (566) 1 (127) (609.6) FIGURE 6: MODEL UMC ASSEMBLY WITHOUT BFV DIMENSIONAL DRAWING FOR SIZES 3" TO 8" I I I I I I I NOV 2018 I GFV-120 Page 8 of 11 I I n I I FLOW SWITCH REQUIREMENTS The Model UMC Floor Control/ Shotgun Riser assembly is in the replacement parts section of the technical literature. sold inclusive of a Potter VSR flow switch. The flow switch The Potter VSR Flow switch includes 2 sets of switches, utilizes exactly the same electrical and switch components one set can be used to activate the central fire alarm system as the Potter VSR flow switch but includes an adapter which while the other set can be utilized to activate a local alarm (if attaches directly to the Model UMC Manifold Check as- necessary). See figure 7 for a typical wiring diagram for the sembly. This adapter has been tested as part of the UMC Model VSR Flow switch. assembly to ensure the hydrostatic strength as well as the placement and sensitivity of the paddle is within the criteria Note: For more information on the flow switch see www.pottersignal.com. set forth by UL and FM. The part number for the flow switch assembly can be found 'MRS NUT LOCAL WIRE NUT FIRE PANEL OR 4 AUDIBLEMSUAL ANNUNCIATOR A ADDRESSABLE MODULE NEUTRAL WHITE WHITE BLACK r) BLACK (UNEFHOT) 2D0 _c0I— j2 0wD 0 0 Z <3 8 z ---- --Th oJ [H1Fi FIGURE 7: MODEL VSR-M FLOW SWITCH TYPICAL WIRING DIAGRAM S-1 FIRE ALARM COMMON (WHITE) CONTROL PANEL SUPERVISORY YELLOW CIRCUIT I r GREEN I 0 I OPERATOR CASE CONTACT RATINGS: ORANGE - GROUND 16A 125V/250 VAC GEAR OPERATORH VOLTAGE COMMON (BLACK) .- - - - EE DEVICE (BELL/HORN) SOURCE VALVE WIRING SHOWN WITh VALVE IN OPEN POSITION FIGURE 8:TYPICAL BUTTERFLY VALVE WIRING DIAGRAM NOV 2018 GFV-120 Page 9 of 11 I I COMMON (WHITE) END OF LINE YELLOW I RESISTOR I I I I I I I I I I I I I I Ll I I I I I I I I I I I I I I I I I I I I I 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 40°F (4°C). The UMC may be installed in the horizontal or vertical (flow upward) orientation. All valves must be installed in accordance with the appropri- ate installation standard (i.e. NFPA 13 or other). All electri- cal connections must be made per the applicable installation standard and/or the National Electric Code (i.e. NFPA 70, NFPA 72 or other). Proper hydrostatic test procedure must be followed per NFPA 13. Note: It is not necessary to remove the ARV Relief Valve prior to system hydrostatic test. The Adjustable ARV may simply be temporarily adjusted to a pressure above the test pressure during the hydrostatic test. Be sure to re- turn the ARV Relief Valve to it's normal setting after the completion of the hydrostatic test. MODEL ARV RELIEF VALVE SETTING PROCEDURE The Globe 1/2 inch Model ARV, 300 psi Adjustable Pressure Relief Valve, is factory set to relieve at a pressure of ap- proximately 175 psi (12 bar). The Pressure Relief Valve may be reset to a higher pres- sure; however, it must be reset to relieve at a pressure which is in accordance with the requirements of the author- ity having jurisdiction, typically nominal 10 psi (.7 bar) above the expected normal system pressure. To reset the Model ARV pressure relief valve, use an ad- justable crescent wrench, to turn the hex cap clockwise for a higher pressure setting or counter-clockwise for a lower pressure setting. Use the calibrated lines on the stem for an approximate relief pressure setting. I full turn of the hex cap will result in approximately 25 psi increase or decrease. To verify the new setting, isolate the Model ARV relief valve and use a small hydrostatic pump attached to the supply. Increase the pressure at the relief valve to 10 psi above the expected normal system pressure. Readjust the ARV as needed to maintain a 10 psi higher relief setting. TESTING Reference NFPA 25, Standard for the Inspection, Testing and Maintenance of Water-Based Fire Protection Systems. Before proceeding with any tests involving water flow, the following precautions need to be taken: STEP 1. Check the location where the test connection discharges to make sure that all is clear and that there is no possibility of the water flow causing damage or injury. STEP 2. Check the end of the test connection to make sure that it is unobstructed. To achieve a satis- factory test, there must be an unrestricted flow of water when the test valve is wide open. STEP 3. Check for alarm connections to a central sta- tion or fire department. If such connections are found, give proper notice to the signal receiving station before proceeding with the test. NOV 2018 Note: A main drain test may also operate local fire alarms unless they are tem- porarily disabled. MA INTENA NCE 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 alien 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. Page 10 of 11 GFV-1 20 Water Flow Switch (VSR-M). There is no maintenance re- quired, only periodic testing and inspection. Should switch MODEL ARV RELIEF VALVE be found to be malfunctioning, refer to Potter Signal Techni- (SEE GFV-575 for more information) cal Literature for guidance. Specify: MODEL ARV 1/2"ADJ RELIEF VALVE PN. I I Model ARV Adjustable Relief Valve. Valve is not field ser- viceable. If inadvertent leakage is observed, first test the pressure setting utilizing the procedure outlined in the ARV Relief Valve Setting Procedure. If valve does not respond to field adjustments, valve shall be replaced. Note: Visual calibration lines on valve are used for approximate adjustment. Verify pressure setting with pressure gauge. Model UTD Universal Test & Drain Valve: The Globe Model UTD Universal Test and Drain Valve does not require any regularly scheduled maintenance. The UTD is not field serviceable. Model ARV Care and Maintenance ORDERING INFORMATION MODEL UMC UNIVERSAL MANIFOLD CHECK VALVE ASSEMBLY Specify: MODEL UMC MANIFOLD CHECK VALVE ASSEMBLY,SIZE (1 1/4",1 1/2", 2", 2 1/2", 76.1 mm, 3", 4", 6", 165.1 mm, 8") PN (see Part Number in TableA-G) REPLACEMENT PARTS MODEL UMC UNIVERSAL MANIFOLD CHECK VALVE REPLACEMENT PARTS/KITS VSR-M FLOW SWITCH with ADAPTER (includes gasket) SIZE PART NUMBER 1 1/4" - 2" 91144802-A-G 2 1/2" 91144825-A-G 91144803-A-G 91144804-A-G 6" 91144806-A-G 8" 91144808-A-G MODEL UTD TEST AND DRAIN (SEE GFV-570 for more information) Specify: MODEL UTD TEST AND DRAIN WITH RELIEF VALVE, SIZE (1", 1 1/4", or 2") PN: SIZE PART NUMBER (DN25) .........................311729 1 1/4"(DN32) .........................311730 (DN50) .........................311731 Specify: MODEL UTD TEST AND DRAIN,SIZE (1", 1 1/4", or 2") PN: SIZE PART NUMBER 1"(DN25) ............................311704 1 114"(DN32) .........................312368 2"(DN50) ............................311708 317900 Note: 300 psi (20.6 Bars) Pressure Gauges Standard (600 psi (41.2 Bars) Ordered Separates' 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). Li 1 I H I I I I I I I I I I 4077 Airpark Dr. Technical Support Standish, MI 48658 1-800-248-0278 Ph. 989-846-4583 techservice©globesprinkler.com www.globesprinkler.com 40 H H NOV 2018 GFV-120 Page llofli I Fire Lock® Check Valves Series 717 Check Valve 4tauuicr Series 717H High Pressure Check Valve 10.08 Ir Series 717 Series 717 (2½ - 3/65 —80 mm) (4— 12/100 —300 mm) 1, Series 717H High Pressure Check Valve (2— 3/50 —80 mm) 1.0 PRODUCT DESCRIPTION Available Sizes 2 - 3/DN50 - DN80 (Series 717H) 21/2 - 12/DN50 - DN300 (Series 717) Pressure Class Up to 365 psi/2517 kPa/25 bar Working pressure dependent on size of pipe, valve size and approval requirements. Application Designed for use in Fire Protection systems. Prevents back flow. Single-disc mechanism incorporates a spring-assisted feature for non-slamming operation. Can be installed either vertically (flow upwards only) or horizontally. Valve body cast with arrow indicator to assist with proper valve orientation. Optional upstream and downstream pressure taps included on select sizes. See Section 3.0. Provided with grooved ends. Rated for ambient temperature use in fire protection systems. 2.0 CERTIFICATION/LISTINGS NOTE Refer to Victaulic submittal publication 10.01 for details ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date I 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. 1 I \/ta uI ii c I I I I I I I I I I I I I I I I 2.0 CERTIFICATION/LISTINGS (Continued) Approvals/Listings Approval/Listing Service Pressures Series 717H Size cULus FM LPCB Vds 2/50mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 2½'/65 mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 76.1 mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psil2517 kPa 365 psi/2517 kPa 3V80 mm 365 psi/2517 kPa 365 psi/2517 kPa 365 p51/2517 kPa 365 psi/2517 kPa Size Approval/Listing Service Pressures Series 717 cULus [ FM LPCB Vds 2'/z'/65 mm 250 psi/1725 kPa n/a 365 psi/2517 kPa 1 n/a 76.1 mm 250 psi/1 725 kPa n/a 365 psi/2517 kPa 16bar/232 psi 3/80 mm 250 psi/1 725 kPa n/a 365 psi/2517 kPa 16bar/232 psi 4"/100 mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/251 7 kPa 16bar/232 psi 5"/125mm 365p5i/2517kPa 365psi/25i7kPa 365 psi/2517 kPa n/a 139.7 mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 16bar/232 psi 6/150mm 365 psi/2517 kPa 365 psi/2517 kPa 365 psi/2517 kPa 16bar/232 psi 165.1 mm 365psi/25i7kPa 365psi/2517kPa [ 365 psi/2517 kPa n/a 8/200mm 365 psi/2517 kPa 365 psi/2517 kPa 348 psi/2400 kPa 16bar/232 psi 10/250mm 250 psi/1 725 kPa 250 psi/i 725 kPa 1725 kPa/250 psi n/a 12"/300 mm 250 psi/1 725 kPa L 250 psi/1 725 kPa 1725 kPa/250 psi n/a I I I I I I I I I I I I I I I I I 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 I I,,r*,,Iit. rflfll 3.0 SPECIFICATIONS - MATERIAL Body: M Ductile Iron conforming to ASTM A-536, Grade 65-45-12. Body Coating: O Series 717H Body: Black Paint 0 Series 717H Endface: Electroless Nickel conforming to ASTM B-733 O Series 717 (2½ - 3IDN65 - DN80): PPS Coating F1 Series 717 (4 - 12/DN100 - DN300): Black Paint Body Seat: Series 717H: Nitrile 0-ring installed into an Electroless Nickel plating conforming to ASTM B-733 Series 717 (2 ½" - 3"/DN65 - DN80): PPS Coated Ductile Iron O Series 717 (4 - 12"/DN100 - DN300): Ductile Iron with Electroless Nickel plating conforming to ASTM B-733 Disc Seal or Coating: (specify choice') 0 Nitrile (Series 717H only) EPDM NOT COMPATIBLE FOR PETROLEUM SERVICES. I I I I I I I Discs: 0 Series 717H: CF8M Cast Stainless Steel 0 Series 717 (21/2 - 3/DN65 - DN80): Aluminum bronze with elastomer seal Series 717 (4 - 12/DN100 - DN300): Elastomer encapsulated disc. I Shaft: El Series 717H: Brass I D Series 717 (2 ½ - 3/DN65 - DN80): Type 416 Stainless Steel El Series 717 (4 - 12/DN100 - DN300): Type 316 Stainless Steel Spring: I D Type 302/304 Stainless Steel Shaft Plug: 0 Series 717H: Carbon Steel Zinc Plated 0 Series 717: Carbon Steel Zinc Plated Pipe Plug: 0 Series 717H: Carbon Steel Zinc Plated I D Series 717: Carbon Steel Zinc Plated Optional Pressure Taps: I D Series 717H: Available on all sizes 0 Series 717: Available on sizes 4 - 12/DN100 - DN300 I I 1 I 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.corn 3 I \JtaUIic victaulic.com 4.0 DIMENSIONS Series 717 10KC Typical 2 ½ - 3765 -80 mm 44 ® W NPT Upstream Drain (2) ½ NPT Downstream Drain >2>t 2 NPT (Drain Optional) Typical 4 - 8/100 - 200 mm I uo,~, 4 [:!Kn Qi - -1 D ½ NPT Upstream Drain (2> ½ NPT Downstream Drain Typical 10- 12/250 -300 mm Size Dimensions Weight Actual Outside E to E Approximate Nominal Diameter A B C D E J K P R (Each) inches inches inches inches inches inches inches inches inches inches inches lb mm mm mm mm mm mm mm mm mm mm mm kg 21/2 2.875 3.88 4.26 3.57 - - - - - - 3.6 65 73.0 99 108 91 1.6 76.1 mm 3.000 3.88 4.26 3.57 - - - - - - 3.6 76.1 99 108 91 1.6 3 3.500 4.25 5.06 4.17 - - -- - - - 4.5 80 88.9 108 129 106 - 2.0 4 4.500 9.63 6.00 3.88 2.75 3.50 2.00 4.50 3.50 3.35 20.0 100 114.3 245 152 99 70 89 51 1 114 89 85 9.1 5 5.563 10.50 6.80 4.50 - 4.17 2.15 5.88 4.08 3.98 27.0 125 141.3 267 173 114 - 106 55 149 104 101 12.3 5.500 10.50 6.80 4.50 4.17 2.15 5.88 4.08 3.98 27.0 139.7mm 139.7 267 173 114 - 106__- 55 149 104 101 12.3 6 6.625 11.50 8.00 5.00 4.50 2.38 6.67 4.73 3.89 38.0 150 168.3 292 203 127 114 61 169 120 1 99 17.2 6.500 11.50 8.00 5.00 4.50 2.38 6.67 4.73 3.89 38.0 651 . mm 165.1 292 203 127 - - 114 61 169 120 99 17.2 8 8.625 14.00 9.88 6.06 5.05 5.65 2.15 1 8.85 5.65 5.75 64.0 200 -219.1 356 251 154 128 144 55 1 225 144 146 29.0 10 10.750 17.00 12.00 7.09 5.96 6.69 2.15 10.92 6.73 - 100.0 250 273.0 432 305 180 151 170 55 277 171 45.4 12 12.750 19.50 14.00 8.06 6.91 7.64 2.51 12.81 7.73 - 140.0 300 323.9 495 356 1 205 176 194 _64 J 925 196 63.5 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 J(ctaUiic victaulic.com 4.1 DIMENSIONS Series 717H RVJ ~ DE Typical 2/50 mm - 3/80 mm Size Dimensions Weight E to E Approximate Nominal A B C D E J K P R (Each) inches inches inches inches inches inches inches inches inches inches lb mm mm mm mm mm mm mm mm mm mm kg 2 8.66 6.46 3.23 1.48 3.02 2.80 - - 4.25 1 10.7 50 219.8 164.1 82.1 37.5 76.7 71.0 108.0 L 4.9 2½ 9.37 6.94 3.31 1.66 3.40 3.38 - - 4.38 13.8 65 238.0 176.3 84.1 42.2 86.4 85.9 111.3 6.3 i 9.37 6.94 3.31 1.66 3.40 3.38 4.38 - - 13.8 761 mm 238.0 176.3 84.1 42.2 86.4 85.9 I 111.3 6.3 3 9.62 7.44 3.53 1.91 3.65 3.38 - - 4.63 20.0 80 2443 189.0 89.7 48.5 92.7 85.9 117.6 9.1 I I I I I F~ ~7 I I s 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. At rights reserved. OF I victautic.com 5 __________ I I I LI I I I I victaulic.com 5.0 PERFORMANCE --- - AWA- • MEN — -- ______•iuuuuuiinun ------- ---- ---- - - a-Il" 100 1000 Flow Rate - GPM S717H I 717HR 100.00 UR oil I•NlHIl AlAa.' 4dP1 -- -- - siuuui ----- HIMENIIIIII loss 10000 Flow Rate - Litres/Mm. Flow Characteristics The charts below express the flow of water at 60°F/160C through valve. S717H I 717HR 10 0.1 10 1.00 100 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 6 '!J'taUIiC I I I I I I I I I I I I I I I I 1 I I victaulic.com 00000 Flow Rate — GPM ••ui uul Uuu U u02452=U.iaI .UIi •••••u iii u•ua iuii, N•UuII aUflIm•UU*aWauIU muIsvvArkIrff1aEw4uIIII III . II •.: -- U • • — u I II 11111 uuiiii _uluhll 11111111 111111 ..ai* i.i __.ulluI RUIuIII UIIIII U1111fl - III RIUIIII iIIIL 11111111 10 100 1000 10000 100000 Flow Rate - Litres/Mm. 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company. All rights reserved. 7 5.1 PERFORMANCE Flow Characteristics The charts below express the flow of water at 60°F/160C through valve. S717 717R 10 uuuui U I - I UUUUUUUUHI uiiiiii 11111 l oin IlIllIllUllIllIll i o on asRUIiii UUuiIII IllIllIllIl U *UIII WRUIII - II ••III •UHI ii ..11111 au1u1 UIIIflhIRIIIIIII j4 -C ta ui ii c [1 6.0 NOTIFICATIONS A WARNING Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping +00 products. 7.0 REFERENCE MATERIALS 0501: Seat Selection Guide 10.01: Regulatory Approval Reference Guide 29.01: Terms and Conditions/Warranty 1-100: Field Installation Handbook I I I I I I I I I I User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as lathe suitability of Victaut c products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision 01 Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use at such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications, All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victuulic.com. Warranty Rotor to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries, H I I 10.08 1479 Rev S Updated 03/2017 © 2017 Victaulic Company, All rights reserved. victaulic.com 8 JtaUIic I I I I I I I I I I I I I I I I I U I I FireLock® Ball Valve SERIES 728 The Series 728 FireLock valve is a full port, ball valve that is UL/FM rated for 365psi/25 BAR service in all sizes (LPCB and VdS listed for 20 BAR services). Available with grooved or threaded ends (NPT), the valve body is brass. The ball is chrome plated brass with a stainless steel stem. Reinforced seats aid ease of operation and provide a durable, corrosion-free seat. Flow characteristics exceed UL Specification 1091 and FM Approval Standard 1112. The valve is approved for indoor and outdoor use. 4.74 772 . 1 4 U 0.91 1,67 1.82 2.40 3.15 4.86 0.68 1.42 3.00 5.1 120 23 42 46 61 80 123 17 1 36 1 76 1 2.3 1 11W32 Th XTh 3.31 4.95 - 1.10 1.88 2.20 2.61 3.15 4.86 0.68 1.65 3.00 5.8 84 1 126 28 48 56 t---.f' t 66 80 123 I 17 42 76 2.6 3.66 5.13 1 1W40 1.29 2.06 2.58 2.79 3.15 4.86 0.68 1.83 3.00 6.6 ''92 130 ---.±-'.-- I 33 52 66 1- , +- - 4 ' 1.69 2.42 3.38 71 I 80 123 -. -- +-- 3.15 3.15 4.86 17 0.68 i 47 76 3.0 t t 2.16 . 3.00 8.5 4.33 5.49 ''110' 140 '------t ' 43 62 86 - + -+----+.-- 123 80 80-+ . 17 - 55 76 3.9 7.25 4.95 1 rv. rv. 18412612848 1.10 1.87 2.20 56 2.61 3.15 4.86 66 f 80 123 0.68 1 17 3.19 3.00 7.5 81 76 3.4 --t- 7.25 5.17 lh/40Grv.XGrv.184 j_L31_ ---+- - - 1.29 2.10 2.58 33 53 66 2.83 3.15 4.86 74 80123 --'-r-'-+--+-.t 0.68 1781 - 3.19 3.00 8.5 76 3.9 2/50 G XG 7.25 5.47 rv. rv. 1.69 I 2.40 3.38 3.13 3.15 4.86 0.68 3.19 i 3.00 I 10.5 184 139 43 61 86 80 80 123 17 81 i 76 4.8 1½ and 2/40 and 50mm sizes feature a ½"/l2mm tap (Groove by Groove only) PERFORMANCE 1/25 Thread X Thread 0.5 0.2 0.7 1 ¼/32 Groove X Groove 0.2 1 14/32 Thread X Thread 1.0 0.3 0.7 1 ½/40 Groove X Groove 0.2 11/2/40 Thread XThread , 1.0 0.3 2/50 Groove X Groove 0.7 0.2 2/50 Thread XThread 1.0 0.3 JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By - Spec Sect - Location Date Approved - Date www.victaulic.com vICTAuLIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. REV.K Para '*. Ai -C -ta -U1 ii d 10.171 PS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.17 FireLock® Ball Valve SERIES 728 SWITCH AND WIRING 1. The supervisory switch contains two single pole, double throw, pre-wired switches. Switches are rated: 10 amps @ 125 or 250 VAC/60 Hz 0.50 amps @ 125 VDC 0.25 amps @250 VDC Switches supervise the valve in the "OPEN" position. One switch has two #18 insulated wires per terminal, which permit complete supervision of leads (refer to diagrams and notes below). The second switch has one #18 insulated wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations, such as an indicating light and an audible alarm, in the area that the valve is installed. A #14 insulated ground lead (green) is provided. Switch #1 = Si For connection to the supervisory circuit of a UL Listed alarm control panel Switch #2 = S2 Auxiliary switch that may be connected to auxiliary devices, per the authority having jurisdiction Si Normally Closed: (2) Blue Common: (2) Yellow Normally Closed: Blue with Orange Stripe S2 Normally Open: Brown with Orange Stripe Common: Yellow with Orange Stripe UL LISTED CONDUIT SUPERVSO CIRCUIT WNK ___ CNO G ES 25.AC, ./ NOLTAGE SOURCE N.C. I NO COM. MEND F-LINE RESISTOR OR NEXT INDICATOR OR HELL HORN I I I Sceitd, 1:2 leadS pee te,mI,,aI Switch 2:1 lead perten,,lnal NOTE: The above diagram shows a connection between the common terminal (yellow - Si and yellow- with-orange stripe —S2) and the normally closed terminal (blue - Si and blue-with-orange stripe —S2). In this example, the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open, the indicator light and alarm will go out. Cap off any unused wires (e.g. brown with orange stripe). Only Si (two leads per terminal) may be connected to the fire alarm control panel. The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch per NFPA 70 (NEC). MATERIAL SPECIFICATIONS Valve Body: Brass ASTM B124 Ball: Chrome Plated Brass Ball Valve Stem: 316 Stainless Steel Seat: Carbon Filled (TEE) tetrafluoroethylene Stem Nut: Brass ASTM B-16 C36000 Actuator: Brass traveling nut, on a steel lead screw, in a ductile iron housing www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAIJLIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.172 \4taulicr REV H I I I 117 I Ll I I I I I I I SERIES 728 INSTALLATION Reference should always be made to the -100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at w.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.17 2226 REV H UPDATED 05/2011 iCtaulic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.17 - - INNOVATIVE - FIRE PROTECTION, INC - l~ Fj I ,S)" 11 , 11 1 H I I I I I I I I I 8779 Cottonwood Ave., Ste. 101 - Santee, CA 92071 - TEL: 619.593.8200 • FAX: 619.593.9133 ifpinc.net • CA License #0.16.711148 I I Designed for support or restraint fo piping in either a vertical or horizon- tal position. It can be used on top or bottom of a beam. The edges are flared to provent any damage to the CPVC pipe. It is easily attached using 2 hex head self-threading screws (supplied) c's,:_us File VIXH.EX6587 HEX HEAD SCREWS Ail dat ARGCO GUARANTEED CPVC TWO HOLE STRAP SNAP CPVC PIPE INTO HANGER. MOUNT HANGER TO UNDERSIDE OF BEAM WITH SCREWS PROVIDED. MAY ALSO BE USED ON TOP SIDE OF BEAM. Galvanized steel construction 1/4" part# size 25 30283 3/4 .( 25-30-284 1" * - 1-1/4" 25-30-286 1-1/2" 25-30-287 2" - - Galvanized steel, supplied with hex slotted screws / / P \ / '- The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I I I • SIZE - 3/4" thru 2" pipe. • MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTING/APPROVAL - 203 - EX 4231, EX 2551 • FUNCTION - Hanger on CPVC and Copper pipe. INSTALLATION - Per NFPA 13,13R, 13D and CPVC manufacturers instructions on top or bottom of beam. I Space by pipe type SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - Ut Listed per NFPA 13. in WOOD: I 3/4" - 2" CPVC pipe - #905 screw - no pre-drill. 3/4" - 2" Copper pipe - #905 screw - no pre-drill. in STEEL - mm. 18 GA. 3/4" - 2" CPVC pipe - 1/4" or #14 Tek Screw. I 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. U * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. I Side View - For Drawings Below Hanger - Wood Stud Hanger - Metal Stud P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org I 511 SIDE MOUNT I CPVC - COPPER HANGER Lii I Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - ,4FCONwiIl NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 1 1/08 [.J.I., °]E' ;ji LHxc1 RAR C 000_ I STAND-OFF TWO HOLE STRAP I NO BLOCK FOR CPVC I 'For mounting CPVC pipe to wood Flared edges help protect CPVC Galvanized steel Supplied with #10 x I" hex head cap screws Complies with the static load requirements of NFPA® 13 Suitable for fire protection installations Eliminates spacers or backup blocks Easy installation top mount ADUS Designed to mount CPVC pipe horizontally or vertically to wood or composite wood bottom joists with a minimum 3/8" thickness. mount (1 Can only be used as a guide on top of beam or on vertical piping. May be installed to wood using supplied fastener or into (minimum 18 gauge) steel using two 1/4' x 1' TEK type screws. Provides vertical/lateral restraint and prevents upward movement of the pipe that supplies pendant fire sprinkler below ceiling. I I I I I I I All sizes can be used as a restrainer in the bottom position. The 3/4" size only can be used as a restrainer in the top position. Installation: Per NFPA 13, 13R and 13D. (see page two) Fasteners: Wood - 3/4" to 3" CPVC Pipe - wood screw - no pre-drill 3/4" to 2" Copper Pipe - wood screw - no pre-drill 3/4" to 2" Steel Pipe - 1/4" x 1-1/2" lag screw - no pre-drill Steel - 3/4" to 3" CPVC Pipe - 1/4" TEK screw 3/4" to 2" Copper Pipe - 1/4" TEK screw 3/4" to 2" Steel Pipe - 1/4" TEK screw MAX. HANGER NPS A B SPA(IN 3/4fl 2.69" 3.25" 67" 2.94" 3.25" 70" 1-1/4" 3.31' 3.25" 79" 1-1/2" 3.56" 4.5" 82" 4.06" 5" 94" For use as a restrainer in all sizes when attached to the bottom of structural wood members. For use as a restrainer in the 3/4 inch size when attached to the top of structural wood members ARGCO MODEL # 2530180 I I I I I Li The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I AR6C0 INSTALLATION INSTRUCTIONS STAND-OFF TWO HOLE STRAP NO BLOCK FOR CPVC )esigned to mount CPVC pipe to wood or composite ood joists with a minumum 3/8" thickness. 1. Snap strap over CPVC pipe. I I I I I I I I I I I 2. Squeeze strap back around pipe. Allowing pipe to slide back and forth. 3. Fasten the strap to the wood surface using the two hex head screws provided. NOTE: All sizes can be used as a restrainer in the bottom position. The 3/4" size only can be used as a restrainer in the top position. All safety regulations required by the jobsite must be observed. -Observe all federeal and local safety regulations -Wear safety glasses and hard hat at all times -Be aware of personnel working above and below -Wear gloves to avoid splinters and cuts. -When working above ground be sure the structure will support your weight. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I I I I I I I I CPVC PIPE HANGER SUPPORT DOUBLE OFFSET DESIGN AR CO SINCE 1981 10, V Hanger & surge restraint for horizontal CPVC piping when installed on the side of supporting structure. -For mounting CPVC pipe to wood -Flared edges help protect CPVC 'Galvanized steel construction *Supplied with #10 hex head cap screws 'Complies with the static load requirements of NFPA® 13 'Suitable for fire protection installations *Size Range: 3/4" through 1" Designed to mount CPVC pipe horizontally or vertically to wood or composite wood joists with a minumum 3/8" thickness. Offset edge eliminates abrasion. Installation: Per NFPA 13, 13R and 13D. Install into wood or steel. Slides onto CPVC pipe. 3/4" pipe size I Item #2530181-3/4 1" pipe size I Item #2530181-1 System No. Location Spec Section Paragraph I Submitted By Date Approved Date I ARGCO.com Updated 4/16/2019 ©ARGCO cc IARSCO.Cllfl EOO-E5S1O1fl I NFPA 13 PIPE ROD 1 WT. 5 WT.*250 UL TEST LOAD I 3/8 30.75 403.75 750 1 1/4 3/8 43.95 469.75 750 11/2 3/8 54.15 520.75 750 2 3/8 76.95 634.75 750 2112 3/8 118.35 841.75 850 3 3/8 162.30 1061.50 1050 4 3/8 246.00 1480.00 1 1500 5 112 349.45 1996.75 2000 6 112 478.35 2631.75 2650 8 1/2 711.00 1 3805.00 4050 I P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org I 300 RING HANGER I I I I Li 112&314 Inch pipe 5 thru 8 Inch pipe I thru 4 Inch pipe LISTED FOR SIEEL!CPVC SIZE - ROD- 3/8 or 1/2" SIZE - SYSTEM PIPE - 1/2" thru 8" MATERIAL - Carbon Steel, Mil. Galvanized to G-90 spec. LISTING/APPROVAL - c5203..EX 2551 1"- 8" Approval guide - 1"- 8" OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-171E, Type 10. Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component of an AFCON hanger. To support steel, CPVC or copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D, these instructions and the CPVC or copper pipe manufacturers instructions. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring. ORDERING - Part #, pipe size. 11/09 I Li I Li I L I I I I a a a : INNOVATIVE - FIRE PROTECTION, INC. I I I I I I I I I I I I I I I 8779 Cottonwood Ave., Ste. 101 • Santee, CA 92071 • TEL: 619.593.8200 • FAX: 619.593.9133 - ffpinc.net • CA License #0.16.711148 I I n H H I I I I I I I I I I I I I 1 I Fig. AF03 5 (Formerly Afcon Fig. 035) Model K Brace Clamp Size Range: Service Pipe: 1" through 12' Carbon Steel: 1" through 3" CPVC Brace Pipe: 1" through 2" Sch. 40 Material: Carbon Steel Strap and Ductile Iron Cast Hoop Ends Finish: El Plain or 0 Electro-Galvanized per ASTM B633 Service: Designed to rigidly brace piping systems subjected to lateral seismic toads. Approvals: cULus Listed (UL 203a) and FM Approved (FM 1950-10 & FM 1950- 13). Complies with the hanging and bracing requirements listed in NFPA 13. Features: Unique design provides solutions for carbon steel and CPVC pipe. ' Beveled edge design helps protect the CPVC pipe from any rough sur- face and eliminates pipe abrasion. Large installation hole in the cast hoop ends allows the brace pipe to us ce pass through easily without interference. LISTED APPROVED Visual indication of proper assembly when the head of the set screw bottoms out on the cast hoop ends. Installation Instructions: Place the Model K Brace Clamp over the service pipe to be braced and slide the Sch. 40 brace pipe through the cast hoop ends. The end of the brace pipe must extend at least 1" past the cast hoop ends. Note: The brace pipe may be installed above or below the service pipe. Ensure brace pipe is set to the desired installation brace angle. Torque the set screws alternately and equally until the head of the set screw bottoms out on the cast hoop ends. For riser/4-way brace installations, two Model K Brace Clamps must be installed within 6" of each other. For CPVC installation, ensure the legs of the Model K Brace Clamp strap are parallel to each other and perpendicular to the brace pipe prior to installation. Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes. Patents: No. 7,516,922, No. 7,523,895 Ordering: Specify service pipe size, brace pipe size, figure number, finish and description. Notes: Anvil internationals brand bracing components are designed to be compatible ONLY with other Anvil internationala brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: Anvil International ("Anvil") does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products, parts or systems not manufactured or sold by Anvil. In no event shall Anvil be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-Anvil bracing components have been, or are used. SeisBracell Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com PROJECT INFORMATION APPROVAL STAMP Project: EjApproved Address: JApproved as noted Contractor: []Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.18 I FIG. AF035 cULus MAX SEISMIC LATERAL LOADS: DIMENSIONS (IN) o LOADS (LBS) Service Pipe Size Brace Pipe Size Max Seismic Brace Load Specialty* Schedule 10 Schedule 40 1-4 1 - 2 2765 2765 2765 5-10 - 12 11/4 -2 3740 1 3740 * Specialty pipes are commonly referred to as Sch. 7 and Flow Pipe. Please visit the UL listing on the UL website for a complete list of listed specialty pipes. I I FIG. AF035 FM MAX SEISMIC LATERAL ASD LOADS***: DIMENSIONS (IN) o LOADS (LBS) • ANGLES (DEGREES) Service Pipe Size Brace Pipe Size Pipe Schedule Max Seismic Brace Load at Brace Pipe Angle** 30-44 45-59 60-74 75-90 1 11/2 1-2 LW* _ Sch. 40 1680 2380 2920 3250 2-3 LW* _ Sch. 40 1800 2550 3120 3490 LW* _ Sch. 40 1370 1930 2370 2640 Sch. 10 - Sch. 40 730 1040 1270 1420 F - A-VFCOD. SEISMI C 13RAC4 I Fig. AF03 5 (Formerly Afton Fig. 035) Model K Brace Clamp (cont.) c FIG. AF035:_ DIMENSIONS o WEIGHT (LBS) _(IN) Service Pipe Size 1" Brace Pipe Weight 11/4 Brace Pipe Weight 11/2" Brace Pipe Weight 2" Brace Pipe Weight 1 1.60 1.80 2.00 2.28 11/4 1.68 1.88 1 2.08 2.36 11/2 1.64 1.84 2.04 2.32 2 1.88 2.08 2.28 2.56 21/2 1.90 2.10 2.30 2.58 3 2.10 2.30 1 2.50 2.78 4 2.20 2.40 2.60 2.88 5 3.40 3.60 3.80 4.08 6 3.90 4.10 4.30 4.58 8 4.80 5.00 5.20 5.48 10 5.60 5.80 6.00 6.28 12 - 6.36 6.56 6.84 1" - 4!? 5" - 12" 1' Mm. I * Load Rating for LW above refers to FM Approved Lightwall pipe, commonly referred to as Sch. 7 and Flow Pipe. See FM Approval Guide for approved Lightwall pipe. ** Brace Pipe Angles are determined from vertical. The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress Design (ASD). For Load Resistance Factor Design (LRFD) capacities, the above values will need to be mulitplied by 1.5. I I PH-1.18 Set Screw Installation AF077 (Fonn&1yAfcon Fig. o77) Sway BraceSwivel Attachment Size Range: Brace Pipe: 1" through 11/2 Sch. 40; Anchor Size: 1/2fl Material: Carbon Steel Finish:D Plain orDElectro-Galvanized per ASTM B633 Service: A seismic swivel attachment designed to connect brace pipe to the building structure or to a seismic structural attachment. The Sway '$ - Brace Swivel Attachment rigidly braces piping systems subjected to :.- horizontal seismic loads. Approvals: cULus Listed (UL 203a) and FM Approved (FM 1950-10 & FM #'. .- 1950-13). Complies with the hanging and bracing requirements listed in NFPA 13. • Field adjustable design requires no threading of the brace pipe The set screw design provides a visual indication that the desired cULus FM torque value has been achieved. LISTED APPROVED Installation Instructions: Insert anchor though the mounting hole and into the structure or seismic structural attachment. For connection to Fig. AF085, AF086, AF087, and AF779 seismic structural attachments, the bolt and nuts shall be installed wrench tight (typically finger tight plus 1/4 to 1/2 turns). For connection to concrete, wood, timber, steel, and other structures, install fasteners per the fastener manufacturer's installation instructions. Insert Sch. 40 brace pipe into the bracket end. The brace pipe should extend a minimum of 0.50" past the back of the bracket. Torque set screw until the head bottoms out on the bracket. Check the cross bolt and nut and ensure the nut is wrench tight. Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes. Ordering: Specify brace pipe size, figure number, finish, and description. Notes: Anvil International brand bracing components are designed to be compatible ONLY with other Anvil internationals brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ut.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: Anvil international (Anvil") does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products, parts or systems not manufactured or sold by Anvil. In no event shall Anvil be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-Anvil bracing components have been, or are used. SeisBrace5 Seismic Fire Protection Design Too! may be accessed at www.seisbrace.com I Li PROJECT INFORMATION APPROVAL STAMP Project: EJ Approved Address: JApprOVed as noted Contractor: J Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.18 I I I I I I I I I L I I I I Li Li I I 7FCOfl. SEI SMIC BRACES 6~AWIL I Fig. _AFO77 (Formerly Afcon Fig. 077) Sway Brace Swivel Attachment (cont) i Set Screw Fastener Hole I A I k—B_k I FIG. AF077: DIMENSIONS (IN) • WEIGHT (LBS) I Fastener Size Brace Size I A I B I I C I D I E I i W Weight 1/2 1 1.00 1.83 1.25 1.38 11/8 23A6 I 21, I 1.12 11/4 I 27/16 I I 1.28 I FIG. AF077 cULus MAX SEISMIC HORIZONTAL LOADS: DIMENSIONS (IN) o LOADS (LBS) Brace Pipe Size Fastener I Max Seismic I I Max Service I Size Brace Load Pipe Size 1 - 11/4 1/2 1000 4 I 7rA FIG. AF077 FM MAX SEISMIC HORIZONTAL ASD LOADS**: FIG. AF077 HORIZONTAL PRYING FACTORS (Pr) PER NFPA: ANGLES (DEG) Brace Orientation* A B C D E F G H I Brace Angle** 30-44 45-59 1 60-90 30-44 45-59 60-90 30-44 45-59 60-90 Prying Factor (Pr) 3.724 2.150 1 1.375 2.150 2.150 2.250 2.750 1.945 1.588 I * Brace Orientation per NFPA 13-2016 Figure 9.3.5.12.1. ** Brace Pipe Angles are determined from vertical. I I PH-1.1 8 DIMENSIONS (IN) • LOADS (LBS) Brace Pipe Size Fastener Size I Max Seismic Brace Load at Brace Pipe Angle* 30-44 1 45-59 1 60-74 1 75-90 1 - 11/4 1/2 430 1 620 1 760 1 840 I * Brace Pipe Angles are determined from vertical. **The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress Design (ASD). For Load Resistance Factor Design (LRFD) capacities, the above values will need to be multiplied by 1.5. I I Fig. AF411 El Fig. AF411 (Formerly Afcon Fig. 411) Longitudinal Seismic Clamp El Fig. AF074 (Formerly Afcon Fig. 074) Brace Attachment Fitting El Fig. AF078 (Formerly Afcon Fig. 078) Brace Attachment Fitting Size Range: Service Pipe: 1" through 8" Carbon Steel C@ us FM Brace Pipe: 1 through 2 c,L Sch. 40 LISTED APPROVED Material: Carbon Steel (AF074 Only: Ductile Iron Brace Socket) Finish:D Plain or Electro-Ga Ivan ized per ASTM B633 Service: Designed to rigidly brace piping systems subjected to longitudinal seismic loads. The Fig. AF411 may be installed with Fig. AF074 or AF078 Brace Attachment Fittings. Approvals: cULus Listed (UL 203a) and FM Approved (FM 1950-10 & FM 1950-13). Complies with the hanging and bracing requirements listed in NFPA 13. Features: Visual indication of assembly when the clamp ears make metal-to-metal contact. Installation Instructions: Mount the Fig. AF074 or AF078 on the outside of the outside of the Fig. AF411 clamps ears. Position the clamp at the desired location on the service pipe and hand tighten the hex bolts. Insert brace pipe into the AF074 or AF078 socket and torque the set screw until the head bottoms out on the AF074 or AF078. Brace pipe must extend '/i" past the end of the brace socket. Ensure the brace pipe is set to the desired installation brace angle. Tighten the clamp bolts and nuts equally and alternately until metal-to-metal contact is achieved and the nuts are wrench tight. Fire Protection applications shall also be installed per the requirements of NFPA 13 and local codes. Ordering: AF411: Specify service pipe size, figure number, finish, and description. AF074 & AF078: Specify brace pipe size, figure number, finish, and description. AF411, AF074, & AF078 all sold separately. Notes: Anvil Internationale brand bracing components are designed to be compatible ONLY with other Anvil Internationale brand bracing components, resulting in a Listed seismic bracing assembly. Updated UL listing information may be viewed at www.ul.com and updated FM approval information may be viewed at www.approvalguide.com. Disclaimer: Anvil International (Anvil") does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing products and components that are used in combination with products, parts or systems not manufactured or sold by Anvil. In no event shall Anvil be liable for any incidental, direct, consequential, special or indirect damages or lost profits where non-Anvil bracing components have been, or are used. SeisBrace5Seismic Fire Protection Design Tool may be accessed at www.seisbrace.com Fig. AF074 Fig. AF078 I I I I PROJECT INFORMATION APPROVAL STAMP Project: IIApproved Address: ]Approved as noted Contractor: J Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-5.19 I I I I I I I I I I I I I I I FIG. AF411: DIMENSIONS (IN) • WEIGHT (LBS) Service A Pipe Size B Weight 1 5/8 21/8 1.75 11% 6 21% 1.90 11/2 61/2 21% 2.00 2 6/4 21/8 2.15 21/8 73/8 2A 2.40 3 77/8 31/8 2.60 4 9 3'/8 3.10 6 111/2 47/8 4.50 8 131,4 1 574 5.50 FIG. AF074 & AF078: DIMENSIONS (IN) • WEIGHT (LBS) Brace Pipe AF074 AF078 C D Weight C D I Weight 1 23/16 1A6 0.97 25A6 11/2 0.38 114 1.07 0.54 11/2 1.17 2 1.31 I Li I I I [1 I i i a ,con. SEISMIC BRACES ANVIL 47 I Fig. AF411 (Formerly Afcon Fig. 411) Longitudinal Seismic Clamp Fig. AF074 (Formerly Afcon Fig. 074) Brace Attachment Fitting Fig. AF078 (Formerly Afcon Fig. 078) Brace Attachment Fitting FIG. AF411 cULus MAX SEISMIC LONGITUDINAL LOADS: DIMENSIONS (IN) • LOADS (LBS) Service Brace Brace Max Seismic Brace Load Pipe size Attachment Fitting Pipe Size Sch.1O Sch.40 AF074 1-2 - 2015 AF078 1 - 11/4 - 1000 11/4 _4 AF074 1-2 2015 2015 AF078 1 - 11/4 1000 1000 6-8 AF074 1-2 2015 2015 I I Li I Fig AF411 & AF074 Fig AF411 & AF078 Installation Installation )78 I I I I 6 ANVIL --- Fig. AF411.1 (Formerly Afton Fig. 411) Longitudinal Seismic Clamp Fig. AF074 (Formerly Afcon Fig. 074) Brace Attachment Fitting Fig. AF078(ForrnerlAfcon Fig. 078) - = Brace Attachment Fitting FIG. AF411 FM MAX SEISMIC LONGITUDINAL ASD LOADS***: DIMENSIONS (IN) • LOADS (LBS) • ANGLES (DEG) Service Pipe Size Pipe Schedules Brace Attachment Fitting Brace Pipe Size Max Seismic Brace Load at Brace Pipe Angle** 30-44 45-59 60-74 75-90 1_11/2 Sch. 10 — Sch. 40 AF074 1-2 1070 420 510 570 AF078 1 _lh/4 430 420 510 570 2 LW— Sch. 40 AF074 1-2 1410 1900 1730 1930 AF078 1 _lh/4 430 620 760 840 21/2_3 LW— Sch. 40 AF074 1-2 1000 860 1030 1150 AF078 1 - 11/4 430 620 760 840 LW ____________ AF074 1 —2 1000 860 1030 1150 AF078 1 _11/4 430 620 760 840 4 Sch. 10— Sch. 40 AF074 1-2 1000 950 1150 1280 AF078 1 _11/4 430 620 760 840 6 LW— Sch. 40 AF074 1-2 1410 2000 2450 2740 AF078 1 _11/4 1 430 620 760 840 8 Sch. 10 — Sch. 40 AF074 1-2 1410 1250 1510 1690 AF078 1 _11/4 430 1 620 760 840 * Load rating for LW above refers to FM Approved Lightwall pipe, commonly referred to as Sch.7 and Flow Pipe. See FM Approval Guide for approved Lightwall pipe. ** Brace Pipe Angles are determined from vertical. The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress Design (ASD). For Load Resistance Factor Design (LRFD) capacities, the above values will need to be multiplied by 1.5. PH-1.18 I I I I I I I H H I I I I I I H I I I Hanger application. UL Listed as a hanger in this application only. Must be completely bent open and only with ¼' AIR to accomodate up to 4 (loOmm) maximum pipe size. I I I TOLCO T" Fig. 76 & Fig. 77 I Branch Line Restraint Installation Instructions Fig. 76 - Structural Attachment for Restraint (Sway Brace) Assembly The required type, number and size of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13. . Accommodates 3/s" (9.5mm) or ½ (12.7mm) standard all thread rod (ATR) as the restraint (brace) member, refer to NFPA 13 (2013) Table 9.3.5.11.8 (a)(b) & (c) for allowable brace lengths. Multiple holes to allow various fasteners to attach to the structure. - Larger hole accommodates /u (9.5mm) fastener —Two smaller holes accommodate #10 fastener Can be field bent to accommodate angles from 150 to 90° from the mounting surface. Fig.76 Fig.76 down Fig. 77 - System Piping Attachment for Restraint (Sway Brace) Assembly Accommodates /8' (9.5mm) or ½' (12.7mm) standard all thread rod (ATR) as the restraint (brace) member, refer to NFPA 13 for allowable brace length. UL Listed for Steel Sch. 10, 40 and light wall engineered pipe and plastic CPVC pipe. FM Approved for Steel Sch. 10, 40 and light wall engineered pipe. Fig.77 up Fig.77 down Fig. 16 & Fig.77 assembly I I I I I I I I L 17 I Fig. 76 Restraint application. 1 FAARTON Powering Business Worldwide I I B-Line Division Eaton 13201 Dahlia Street, Suite 200 1000 Eaton Boulevard Fontana, CA 92337 Cleveland, ON 44122 United States United States Phone: 800-851-7415 Eaton.com © 2017 Eaton wvw.cooperbline.com/tolco All Rights Reserved E XON Eaton is a registered trademark. Printed in USA Publication No. 1L309002EN All other trademarks are property Powering Business Worldwide May 2017 SEIS-17 of their respective owners. I Follow us on social media to get the latest product and support information. 91 C3 Product Sch. 10, Sch. 40, Dynaflow & CPVC °/e' Rod ½" Rod (9.5mm) (12.7mm) g. 76 300 lbs. 300 lbs. )1.344 kN) (t344kN) Fig. 77- 1 125.41 300 lbs. 300 lbs. 0.344 kN) (1.344 kN) [-Fig . 77114 (-31-.7-5-)- 300 lbs. 300 lbs. L 11.344kNl (1.344 kN) Fig. 77-1 1/2" (38.1) 300 lbs. 300 lbs. (1.344 kN) (1.344 kN) Fig. 77-2" (50.8) 300 lbs. 300 lbs. - - - 11.344kNl - (1.344 M) Recommended Installation Method: Step 1: Install all thread rod (brace member) toTOLCOTM Fig. 76 Structural Attachment. Bottom out ATR to ensure full thread engagement. This can be visually confirmed due to the open thread design. Step 2: Install TOLCOTM Fig. 77 System Attachment to sprinkler pipe branch line to be restrained. You can position with the rod engagement either above or below the sprinkler pipe. Rod must extend a mm. of 1" (25.4mm) past the edge of the Fig. 77 The attachment can be slid along the pipe to position close to where the Fig. 76 structural attachment will be fastened to the structure. The snap on design allows maximum adjustability during this stage of the installation process. Can be field bent to accommodate angles from 15° to 90° from the mounting surface. The product shall not be bent more than three times to prevent material fatigue. (See Detail A & B at right). Step 3: Engage ATR (previously attached to the Fig. 76 Structural Attachment to the rod engagement portion of the Fig. 77 System Attachment. DO NOT tighten the set bolt at this time. Sway brace assemblies are intended to be installed in accordance with NFPA 13 and the manufacturer's installation instructions. Step 4: Install Fig. 76 Structural Attachment to the building structure. Follow fastener manufacturer and NFPA 13 guidelines to install appropriate fastener for the structural type (i.e. concrete, wood, steel). Step 5: Tighten set bolt on Fig. 77 System Attachment until head breaks off verifying proper installation torque. §When installing Fig. 77 to plastic (CPVC) pipe do NOT use power tools to tighten the break-off head set bolt as this may cause damage to the plastic pipe. Rod Root Least Radius Maximum lJnbraced Length (1) - in/Max. of Gyration Horizontal Load © 45' (lbs.)° [Size (in) Die. (in) - r(m) - Vr=100 Vr=200 Vr=300 I/r=400t 14 0.300 0.075 7/(300) 14/1186) 22/1821 30/)441 0.404 0.101 10/)300)4 20/(300)4 30/(152) 40/(85) tVr = 400 NFPA 132010. Sec 9.3.6.1 (5) t Vr = 400 NFPA 13 2013,Sec 9.3.6.1 (5) Per NFPA 13 (2013) Table 9.3.5.11.8 )a)(b(lc); for additional loud information at various other angles see this table. Wax load governed by Fig. 76/77 Max horizontal load. P1 1 L.J I I I Li I I I I I FM Approved* Maximum Allowable Loads Product 30°-44° 450590 60°-74° 750 -900 3/8" Rod ½" Rod 3/e' Rod 1/2' Rod /" Rod ½" Rod /" Rod !/2" Rod (9.5mm) (12.7mm) (9.5mm) (12.7mm) (9.5mm) (12.7mm) (9.5mm) (12.7mm) Fig. 76 380 420 530 580 800 1,020 750 1,110 (1.69 kN) 11.87 kN) (2.36 kN) (2.58 kN) (3.56 kN) (4.54 kN) (3.34 kN) 14.94 kN) Fig. 77-1' (25.4) 140 160 200 230 250 280 280 320 (.623 kN) (.712 kN) (.890 kN) (1.02 kN) (1.11 kN) (1.25 kN) (1.25 kN) - (1.42 kN) Fig. 77-1W(31.75) 140 - 170 ' 200 250 250 300 280 340 - (.623 kN) (.756 kN) (.890 kN) (1.11 kN) (1.11 kN) (1.33 kN) (1:33 kN) (1.51 kN) Fig. 77-1½'(38.1) 130 160 190 230 230 280 260 320 (.578 kN) (.712 kN) (.845 kN) (1.02 kN) (1.02 kN) (1.25 kN) (1.29 kN) (1.42 kN) Fig. 77-2" (50.8) 120 150 170 210 210 - 260 240 290 (.534 kN) 1.667 kN) (.756 kN) (.934 kN) - (.934 kN) (1.29 kN) (1.07 kN) (1.29 kN) - *Approved for Sch. 10, Sch. 40, Dynaflow, Eddy flow. Marks shown are property of their respective owners. L i I I I Li I I - I - INNOVATIVE ci. FIRE PROTECTION, INC. I I I I a Accessa i1es i~ I I LI I I IT] 8779 Cottonwood Ave., Ste. 101 • Santee, CA 92071 • TEL: 619.593.8200 • Fx: 619.593.9133 ffpinc.net . CA License #0.16.711148 I I FIRE BARRIER SMOKE SEAL 3MTM Fire Barrier Sealant IC 15WB+ I UP I IT°3 L I =1 1 I I Meats Optional I Product Data Sheet FfrePnot8000n • LRequiraments SOUND BARRIER 1 . Product Description 3M' Fire Barrier Sealant IC 15WB+ is a cost-effective, one-part, I 54I I InStC54-iSted I gun-grade, latex-based, intumescent firestop sealant that dries to form a monolithic firestop seal that also acts Imb I as a barrier to airborne sound transmission. 3M" Fire Barrier Sealant IC 15WB+ firestops through penetrations passing through fire-rated floor, floor/ceiling or wall assemblies, as well as other fire-rated interior building partitions and assemblies (e.g. static construction joints or blank openings). In addition, the unique intumescent property of this material allows 3M" Fire Barrier Sealant IC 15WB+ to expand and help maintain a firestop penetration seal for up to 3 hours as penetrants are exposed to fire. 3M" Fire Barrier Sealant IC 15WB+ FILL VOID, OR CAVITY bonds to most construction substrates, including: gypsum wallboard, concrete, metals, wood, plastic (including FOR USE IN JOINT SYSTEMS, THROUGH-PENEtRATION FIRESTOP SYSTEMS CPVC) and cable jacketing. No mixing is required. PJRD PERIMETER CONTAINMENT SYSTEMS SEE UL FIRE RESISTANCE DIRECTORY 9009 USTED BC' Product Features F SYSTEM COMPAtiBLE • Firestop tested up to 3 hours in • Sag-resistant accordance with ASTM E 814 • Halogen-free C*US (UL 1479), ASTM E 1966 Excellent adhesion LISTED Intertek (UL 2079) & CAN/ULC-Sl 15 r.JJ • CPVC compatible Re-enterable/repairable HII. VOID ORCAVITY HRESTOP SYSTEMS • Excellent caulk rate MATERIALS SEE INTERTEK DIRECTORY Expanded fire protection systems 9009 Helps minimize sound transfer* • Paintable Water clean up Cost-effective firestop sealant Complies with time intent of LEED® NC-EQ Credit 4.1 for Los-Emitting Materials. Adhesives and Sealants, available in tube, pail or sausage. contains <250 gIL VOC contents (less F120 and exempt solvents per SCAQMD Rule 1168). Product Color: C.. Yellow. *Minimizes noise transfer—STC-Rating of 54 when tested in STC 54-rated wall assembly Applications 3M"' Fire Barrier Sealant IC 15WB+ is a general-purpose intumescent firestop ideal for sealing single or multiple through penetrations in fire-rated construction. 3M" Fire Barrier Sealant IC 15WB+ is typically used in mechanical, electrical and plumbing applications to firestop openings created by the following penetrations in fire-rated floors, floor/ceilings or walls: metallic pipe, plastic pipe, conduit, power and communication cable, cable trays, busways, combos, insulated pipe and HVAC duct penetrations. 3M" Fire Barrier Sealant IC 15WB+ is also used to firestop blank openings and static construction joints. Specifications 3M" Fire Barrier Sealant IC 15WB+ Typically Specified MasterFormat (2004) shall be a one component, ready-to-use, gun-grade, latex-based, intumescent Section 07 84 00 — Firestopping firestop sealant capable of expanding a minimum of 3 times at 1000°F. The Related Sections Section 07 27 00 — Air Barriers material shall be thixotropic and be applicable to overhead, vertical and Section 0784 16— Annular Space Protection horizontal firestops. The sealant shall be listed by independent test agencies Section 078443—Fire-Resistant Joint Sealants such as UL, ULC, Intertek or FM. 3M" Fire Barrier Sealant IC 15WB+ shall Section 07 86 00 — Smoke Seals Section 07 87 00 — Smoke Containment Barriers be tested to and pass the criteria of ASTM E 814 (UL 1479) Standard Test Section 0792 13— Elastomeric Joint Sealants Method for Fire Tests of Penetration Firestop Systems, ASTM E 1966 (U Section 0792 19— Acoustical Joint SealantsL 2079) Standard Test Method for Fire Resistive Joint Systems and CAN/ Section 21 00 00 — Fire Suppression Section 22 00 00 — Plumbing ULC-S 115 Standard Method of Fire Tests of Firestop Systems. 3M" Fire Section 23 00 00 — Heating, Ventilating, and Air Conditioning (HVAC) Barrier Sealant IC 15WB+ meets the requirements of the IBC, IRC, NB CC, Section 26 00 00 — Electrical IFC, IPC, IMC, NFPA 5000, NEC (NFPA 70) and NFPA 101. For technical support relating to 3M Fire Protection Products and Systems, call: 1-800-328-1687 For more information on 3M Fire Protection Products, visit: www.3m.com/firestop [I I I I I I I I I I I I I I I 4. Performance & Typical Physical Properties Color: Yellow Hardness (ASTM D 2240 Shore A): Application Temperature Range: 40° to 122°F (4° to 50°C) Tensile Strength: (ASTM C 1299) Volume Shrinkage (ASTM C 1241): Service Temperature Range: -200 to 180°F (-280 to 82°C) VOC Less H20 and Exempt Solvents: STC Acoustic Barrier: 54 when tested in STC 54 rated (ASTM E 90 and ASTM E 413) wall assembly Surface Burning (ASTM E 84): Flame Spread 5, Smoke Development 50 Unit Volume: 10.1 fl. oz tube (298.7 ml, 18.2 in), 20 fl. oz. sausage (591.5 ml, 36.1 in), 27 fl. oz tube (798.5 ml, 48.7 in), 4.5 gal. pail (17.03 L, 1039.5 in) I I I 70 85 psi (0.59 M) 28% <250 g/L Dry: Under typical conditions of 75°F (23°C) and 50% R.H., sealant becomes tack-free in about ten minutes and dry-to-touch in 30 to 60 minutes. Full dry depends upon ambient conditions and volume of sealant. Typical dry rate is approximately 1/8 inch (3 mm) per day. 5. Packaging, Storage, Shelf Life Packaging Product packaged in cartridge or pail is enclosed in HDPE plastic containers, sausage is packaged in aluminum foil wrap. Storage 3M'" Fire Barrier Sealant IC 15WB+ should be stored indoors in dry conditions between 40°F and 90°F (4°C and 32°C) I in the original unopened package. Avoid repeated freeze / thaw exposures of the 3M'" Fire Barrier Sealant IC 15WB+ prior to installation. Shelf Life 3M'" Fire Barrier Sealant IC 15WB+ shelf life is 12 months in original unopened containers from date of packaging I when stored above 68°F (2°C). Lot numbering (e.g. 8183AS): First digit = Last digit of year manufactured, Second to fourth digit = Julian Date, Letters = Random to distinguish between lot numbers I 6. Installation Techniques Consult a 3M Authorized Fire Protection Products Distributor / Dealer or Sales Representative for applicable UL, cUL, ULC, Intertek, FM or other third-party drawings and system details. Preparatory Work The surface of the opening and any penetrating items should be cleaned to allow for the proper adhesion of the 3M'" Fire Barrier Sealant IC 15WB+. Ensure that the surface of the substrates are not wet and are frost free. Sealant can be installed with a standard caulking gun, pneumatic pumping equipment or it can be easily applied with a putty knife or trowel. Installation Details Install the applicable depth of backing material, if required, as detailed within the applicable UL, cUL, ULC, Intertek, FM or other third-party listed system. Cut the end of the 3M'" Fire Bather Sealant IC 15WB+ tube spout to achieve the desired bead width when applying. Install the applicable depth of 3M'" Fire Barrier Sealant IC 15WB+ into the opening flush with the surface of the substrate, or as detailed within the applicable listed system, at the depth for the assembly and rating that is required. Tool within 5 minutes. Clean all tools immediately after use with water. Limitations Do not apply 3M Fire Barrier Sealant IC 15WB+ when surrounding temperature is than less 40°F (4°C) and in conditions where seals may be exposed to rain or water spray within 18 hours of application. Do not apply 3M" Fire Barrier Sealant IC 15WB+ to building materials that bleed oil, plasticizers or solvent (e.g. impregnated wood, oil-based sealants, or green or partially vulcanized rubber). Do not apply 3M" Fire Barrier Sealant IC 15WB+ to wet or frost-coated surfaces or to areas that are continuously damp or immersed in water. Maintenance No maintenance is expected to be required when installed in accordance with the applicable UL, cUL, ULC, Intertek, FM or other third-party listed system. Once installed, if any section of the 3M" Fire Barrier Sealant IC 15WB+ is damaged, the following procedure will apply: remove and reinstall the damaged section in accordance with the applicable listed system, with a minimum 1/2 in. (12.7 mm) overlap onto the adjacent material. Availability 3M" Fire Barrier Sealant IC 15WB+ is available from 3M Authorized Fire Protection Products Distributors and Dealers. 3M'" Fire Barrier Sealant IC 15WB+ is available in 10.1 fl. oz. cartridges (3M ID 98-0400-5509-I, 12/case), 20.0 fl. oz. sausages (3M ID 98-0400-5512-5, 10/case), and 4.5 gallon pails (3M ID 98-0400-5510-9, 1/case). For additional technical and purchasing information regarding this and other 3M Fire Protection Products, please call: 1-800-328-1687 or visit www.3m.com/firestop. Safe Handling Information Consult country-of-use Material Safely Data Sheet (MSDS) prior to handling and disposal. Important Notice to User: Technical Information: The technical information, recommendations and other statements contained in this document are based upon tests or experience that 3M believes are reliable, but the accuracy or completeness of such information is not guaranteed. Product Use: Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 3M product in a particular application. Given the variety of factors that can affect the use and performance of a 3M product, user is solely responsible for evaluating the 3M product and determining whether it is fit for a particular purpose and suitable for users method of application. Warranty and Limited Remedy: 3M warrants that each 3M Fire Protection Product will be free from defects in materiel and manufacture for 519 90 days from the date of purchase from 3M's authorized distributor. 3M MAKES NO OTHER EXPRESS OR IMPLIED WARRANTIES, INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. If a 3M product does not conform to this Building an Commercial Limitation warranty, the sole and exclusive remedy is, at 3M's option, replacement of the 3M product or refund of the purchase price, of Liability: Except where prohibited by law, 3M will not be liable for any loss or damage arising from the 3M product, whether Services Division direct, indirect, special, incidental or consequential, regardless of the legal theory asserted. 3M Center, Building 223-2N-21 St. Paul, MN 55144-1000 USA Please Recycle. Printed in USA. 1-800-328-1687 © 3M 2012. All rights reserved. 3M is a trademark of 3M. Used under license in Canada. All www.3M.com/firestop 98-0400-5077-9 REV B other trademarks are the property of their respective owners. I I I I I I H I I I 3M FIRE PROTECTION SYSTEMS MATRIX OF UL TESTED AND APPROVED FIRE STOP SYSTEMS EMPLOYED: Penetrating Item: Assembly: F Ratin2: System: Product: Metal sprinkler pipe Concrete walls & floors 1,2,3 Hr. CAJ 1427 ICI 5WB or CP25WB+ Annular space 0 to 2" Metal sprinkler pipe Concrete walls & floors 2 Hr. CAJ1551 IC15WB or CP25WB+ Annular space 0 to 3 7/8" Metal sprinkler pipe Gypsum walls 1,2,3&4 Hr. WL1133 CP25WB+ with 12" piece e of 2" Fiberglass Insulation Metal sprinkler pipe Gypsum walls 1& 2 Hr. WL1296 ICl5WB or CP25WB+ Annular 0 to 2" Metal pipe/conduit Gypsum walls 1,2,3&4 Hr. WL1 003 CP25WB+ Annular space 0 to 2-3/8" Metal Pipes Gypsum walls 1 & 2Hr. WL1340 IC15WB or CP25WB+ 45° Angle - Annular 0 to 3 Y2" CPVC Gypsum Walls 1 & 2 Hr. WL-2299 IC15WB+ BlazeMaster Sprinkler Pipes Metal Sprinkler Pipe Wood Floor/Ceiling 1 Hr. FC-1094 ICi 5WB+ or CP2SWB+ Annular Space Zero to 13/8" CPVC Sprinkler Pipe Wood Floor/Ceiling 1 Hr. FC-2241 IC15WB+ L I AROCO HEADGUARDS FOR PROTECTION OF SPRINKLER HEADS IN INDUSTRIAL APPLICATIONS (storage racks, low drops, etc.) ONE PIECE DOUBLE HOOK HEADGUARD Heavy wire construction with latch hooks, exposed for easy installation Available with spot welded 4-1/2" baffle plate 4530100: 112" IPS (Red) t1h1 \3ZJJ 4530101: 112" i (Chrome) 4530102- 4530104. 3/4 IPS (Red) I I I TWO PIECE UNIVERSAL HEADGUARD Red Powder Coated 4530150: 112" IPS (Red) 4530150CP: 3/4" IPS (Chrome) 4530157: 3/4" IPS (Red) 4530153: baffle plate I RECESSED HEADGUARD 4530155 3'/a" x 3" with 1/2" IPS hole I Chrome Plated Steel Construction One piece headguard I HEAT COLLECTOR 4530158 0 12" x 12" with 112" IPS hole .040 Aluminum Powder coated white The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the I user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. I FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM F, 12 Head Box 3 Head Box Heavy gauge steel construction (65-10-151A) (65-10-151) r• LHcc ARGCO FIRE SPRINKLER SPARE HEADBOXES (65-10-152) 6 Head Box (65-10-150) 6 Large Head Box Knockouts and shelf to accommodate any 1/2" or 3/4" sprinkler head All-welded construction and full length hinge Red powder coated finish Slotted for easy mounting with screws, rivets or strapping The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I ''IdOojifiq,,,Otjot'j ign, I I Description Manufactured from .020" white coated aluminum. All sign types are screen printed with a fade resistant red ink. Each sign is shipped with a clear protective plastic coating which can be I re- moved at time of installation. Each sign type meets or exceeds NFPA13 requirements. All signs (except 7" round) are drilled in four corners to allow for easy installation. All signs (except 7" round) may be installed with sign chain or with any fastener that is suitable for the material I that the sign is being attached. The 7" round bell signs are center drilled to allow for installation directly to the bell gong assembly. Type "A" 9" x 7" Control valve signs are drilled with the same four hole pattern as Type "B" 6" x 2" signs to allow for attachment of Type "B" to Type "A". I F P P I Installation Installation Installation of aluminum signs is accomplished by several methods. The most common installation procedure is to use #16 Single Jack chain to hang the I sign on the area being identified. Since all of the above mentioned signs are predrilled at all four corners, the last link of the chain can be opened and hooked through the top holes on the signs and hung on the appropriate valve or piping. I The signs may also be fastened to a flat surface with fasteners appropriate to the base material. (The 9" x 7" Fire Alarm Bell sign must be drilled with a /8" hole if it is to be attached directly to the bell gong.) I I I I I 3198 LIONSHEAD AVE I [J CARLSBAD, CA 9200 TEL + 1760 599-1168 + 1800 344-1822 FAX +1 800 344-3775 © 2012 Fire Protection Products, Inc. Specifications Material: .020" aluminum with removable plastic coating Sizes: 6"x2" x 6" x 7" 9" x7" 12" x 10" 8.5" xli" 7" Round See current catalog for a full listing of all available signs.