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HomeMy WebLinkAbout5781 VAN ALLEN WAY; ; FPC2022-0120; Permitityor PERMIT REPORT Carlsbad Print Date: 06/20/2024 Permit No: FPC2022-0120 Job Address: 5781 VAN ALLEN WAY, CARLSBAD, CA 92008-7321 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2121304400 Track : Applied: 06/21/2022 Valuation: $697,882.55 Lot #: Issued: 07/06/2022 Occupancy Group: Project #: Finaled Close Out: 03/30/2023 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Salcedo, Felix Plan Check #: Project Title: Description: THERMOFISHER GOLD RUSH PHASE 2 CP 3 -SPRINKLER TI (166 HEADS) Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST POWAY, CA 92064-6830 POWAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE NFPA 13 or 13R System > 100 heads - $719.00 Total Fees: $719.00 Total Payments To Date: $719.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov FPC2022-0120 THERMO FISHER SCIENTIFIC 5781 VAN ALLEN WAY High-Piled Combustible Storage Report Included 1 - - I - - - Western Fire Protection Inc. ThermoFisher Scientific Gold Rush T.I. Ph-2 - CP-3 5781 Van Allen Way Carlsbad, CA 92008 Automatic Wet Fire Sprinkler System 21-3596-02 Hydraulic Calculations & Seismic Load Calculations 6-17-2022 13630 Danielson Street • Poway, CA 92064 9 Phone: (858) 513-4949 • Fax: (858) 513-1322 No. 226.13 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Thermo Fisher - Gold Rush Phase 2 SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 5781 Van Allen Way CITY: Carlsbad PHONE: (858) 513-4949 x1307 (Western Fire Protection) FAX NUMBER: Largest Building (ft.2): Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Van Allen Way west of College Blvd TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 131 PSI Hydrant Number (if applicable): H61391&H61385 Elevation of test: 248 Feet Main Size: 8 INCH Pressure Zone: 550 Feet Date/Time of Test: - Ptot Tube Reading: PSI Corresponding Flow: GPr Total Flow: 4,060 GPM Residual Pressure 82 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. However, this exceeds the City's maximum velocity criteria of 15 fps. The fire flow that meets both velocity and pressure criteria is 4,060 gpm. Flow was split evenly between the two hydrants shown. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: Name: Jennifer _R.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:________________________ Title/Org: P "_Mana Ver Date: 12/29/2021 Fire Flow Test Location H61385 I 1 Legend w_Hydrant Pipe N ZONE 430 550 00 Project Site 4/f 00 Fire Flow Test Location H61391,V/' j College 550/430 PRS OD #226 Thermo Fisher (5781 Van Allen Way) - Fire Flow Analysis Hydraulic Calculations for Project Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Location: 5781 VAN ALLEN WAY, CARLSBAD, CA 92008, Drawing Name: PRG_FP_WFP_PHASE 2- CP-3 Calculation Date: 6/17/2022 Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: #1 - Rack Overhead System Rack Overhead System FM Storage Class l-IV, Cartoned Expanded/Unexpanded Group A 0.300gpm/ft2 0.00ft2 (Actual 1307.24ft2) 80.00ft2 Upright 15 In-rack Demand: Hose Streams: N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 500.00 at Node: 21 Type: Allowance at Source Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1864.86 @ 88.039 Type of System: Wet Volume of Dry or PreAction System: N/A Name of Contractor: Western Fire Protection Address: 13630 Danielson Street, Poway, CA 92-64 Phone Number: 858-513-4949 Name of designer: Grant Coito Authority Having Jurisdiction: Carlsbad Fire Department Notes: Automatic peaking results Left 88.478 Right: 86.363 LZ M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 #1 - Rack Overh 6/17/2022 9:35:01 AM Page 1 Hydraulic Calculations for Project Name: TFS PHASE 2 - CP-3 GOLD RUSH T.I. Location: 5781 VAN ALLEN WAY, CARLSBAD, CA 92008, Drawing Name: PRG_FP_WFP_PHASE 2- CP-3 Design Remote Area Number: #1 - Rack Overhead System Remote Area Location: Rack Overhead System Occupancy Classification: Racks Commodity Classification: Class l-IV, Cartoned Expanded/Unexpanded Group A Calculation Date: 6/17/2022 Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: 0.000gpm/ft2 0.00ft2 (Actual 125.81ft2) 96.00ft2 Upright 14 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: I Type: 500.00 at Node: 21 Type: Total Water Required (including Hose Streams where applicable): Type of System: Wet Volume of Dry or PreAction System: N/A Allowance at Source Hydrant Name of Contractor: Western Fire Protection Address: 13630 Danielson Street, Poway, CA 92-64 Phone Number: 858-513-4949 Name of designer: Grant Coito Authority Having Jurisdiction: Carlsbad Fire Department Notes: Automatic peaking results Left: N/A Right: 87.295 (&© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 #1 - Rack Overh 6/17/2022 9:35:01AM Page 2 1111 Hydraulic Summary Job Number. 21-3596-02 Report Description: FM Storage (#1 - Rack Overhead System), Racks (#1 - Rack Overhead System) Job Job Number 21-3596-02 DesignEngineer Grant Coito Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. State Certification/License Number Address t 5781 VAN ALLEN WAY AHJ Carlsbad Fire Department Address 2 CARLSBAD, CA 92008 Job Site/Building Add.. 3 Drawing Name PRG_FP_WFP_PHASE 2- CP-3 System Remote Area(s) Most Demanding Sprinkler Data 8 K-Factor 30.00 at 14.062 Occupancy FM Storage Job Sot/to Horn AOswenve At Source 0.00 Density 0.300gpm/ft2 Area ot/Appitcetion 0.00ft2 (Actual 1307.24ft2) Additional Hose Suppler Node Flow(pm) Hydrant At Node 21 500.00 Number Of Sprinklers Calculated 15 Coverage Per Sp,ln)der 80.00ft2 ArutoPeak Berries: Pressure For Remote Aroc(s) Adjacent To Most Remote Area Left: 88.431 Right: 86.322 Occupancy Racks Job Some Density 0.000gpm/ft2 Area orAppoceSon 0.00ft2 (Actual 125.81ft2) Number Of Sprinklers Calculated 14 Coverage Per Sprinkler 96.00ft2 AutoPeok Results : Pressure For Remote Area(s) Adjacent To Most memo,. Area Right: 87.340 Total Hose Streams 500.00 System Flew Demand 1864.86 Total Vetter Required (Including Hose Allowance) 1864.86 Maximum Pressure Unbalance in Loops 0.000 Maximum Velocity Above Ground 17.29 between nodes 302 and 303 Moo/mum Velocity Under Ground 12.82 between nodes 1 and 2 Volume capacity of Wet Pipes 11 821. 85ga1 Volume vepoorty of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 WaterSupply 117.900 73.800 4060.00 107.442 1865.10 88.084 19.358 Contractor , © M.E.P.CAD, Inc. Lill AutoSPRINK 2018 04.4.5.0 6/17/2022 9:36:05AM Page 1 III IHydrau1ic Summary Job Number: 21-3596-02 Report Description: FM Storage (#1 - Rack Overhead System), Racks (#1 - Rack Overhead System) Conteaxte, Nombo, Context Name C-0 of liEn 21-3596-02 Grant Coito Designer Name or Contractor Western Fire Protection Phone 858-513-4949 Extension Address I FAX 13630 Danielson Street 858-513-1322 Address 2 Email Poway, CA 92-64 grant@westernfireprotection.com Address 3 Web-Site / ©M.E.P.CAD, Inc. Lifi AutoSPRINK 2018 04.4.5.0 6/17/2022 9:36:05AM Page 2 I Summary Of Outfiowing Devices Job Number: 21-3596-02 Reoort Descriotion: FM Storace (#1 - Rack Overhead System). Racks (# Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure - (psi) 1 - Racl Overhead System Hydrant 21 500.00 500.00 0 62.055 Sprinkler 1001 62.01 44.80 11.2 30.654 Sprinkler 1002 61.49 44.80 11.2 30.139 Sprinkler 1003 61.35 44.80 11.2 30.000 Sprinkler 1004 61.35 44.80 11.2 30.009 Sprinkler 1005 61.88 44.80 11.2 30.530 Sprinkler 1006 61.48 44.80 11.2 30.132 Sprinkler 1007 61.06 44.80 11.2 29.724 Sprinkler 1008 61.01 44.80 11.2 29.676 Sprinkler 1009 61.03 44.80 11.2 29.694 Sprinkler 1010 61.58 44.80 11.2 30.232 Sprinkler 1011 60.26 44.80 11.2 28.947 Sprinkler 1012 59.91 44.80 11.2 28.614 Sprinkler 1014 59.90 44.80 11.2 28.601 Sprinkler 1015 60.05 44.80 11.2 28.749 Sprinkler 1016 60.67 44.80 11.2 29.347 Sprinkler 2001 33.06 30.00 8 17.077 Sprinkler 2002 33.13 30.00 8 17.145 Sprinkler 2003 33.38 30.00 8 17.412 Sprinkler 2004 34.79 30.00 8 18.912 Sprinkler 2005 34.87 30.00 8 18.994 Sprinkler 2006 33.25 30.00 8 17.278 Sprinkler 2007 33.32 30.00 8 17.347 c Sprinkler 2008 30.00 30.00 8 14.062 Sprinkler 2009 30.06 30.00 8 14.119 Sprinkler 2010 30.30 30.00 8 14.342 Sprinkler 2011 31.59 30.00 8 15.593 Sprinkler 2012 31.66 30.00 8 15.662 Sprinkler 2013 30.18 30.00 8 14.230 Sprinkler 2014 30.24 30.00 8 14.287 c Most Demanding Sprinkler Data (, © M.E. P.CAD, Inc. ffl AutoSPRlNK 2018 04.4.5.0 6/17/2022 9:35:25AM Page 1 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 117.900 73.800 4060.00 107.444 1864.86 88.039 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-0 Supply 88.039 1864.86 21 2-0 Hydrant 82.055 500.00 1001 30-4 Sprinkler 30.654 62.01 1002 30-6% Sprinkler 30.139 61.49 1003 30-9 Sprinkler 30.000 61.35 1004 31-0 Sprinkler 30.009 61.35 1005 31-3 Sprinkler 30.530 61.88 1006 30-9 Sprinkler 30.132 61.48 1007 30-9 Sprinkler 29.724 61.06 1008 30-9% Sprinkler 29.676 61.01 1009 31-0 Sprinkler 29.694 61.03 1010 31-3 Sprinkler 30.232 61.58 1011 31-0 Sprinkler 28.947 60.26 1012 31-0 Sprinkler 28.614 59.91 1014 31-0 Sprinkler 28.601 59.90 1015 31-0% Sprinkler 28.749 60.05 1016 31-3 Sprinkler 29.347 60.67 2001 9-4 Sprinkler 17.077 33.06 2002 9-4 Sprinkler 17.145 33.13 © M.E.P.CAD, Inc. J1 AutoSPRlNK 2018 v14.4.5.0 6/17/2022 9:35:36AM Page 1 Job Name: TFS PHASE 2- CP-3 GOLD RUSH 1.1. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2003 9-4 Sprinkler 17.412 33.38 2004 9-4 Sprinkler 18.912 34.79 2005 9-4 Sprinkler 18.994 34.87 2006 9-4 Sprinkler 17.278 33.25 2007 9-4 Sprinkler 17.347 33.32 2008 19-4 Sprinkler 14.062 30.00 2009 19-4 Sprinkler 14.119 30.06 2010 19-4 Sprinkler 14.342 30.30 2011 19-4 Sprinkler 15.593 31.59 2012 19-4 Sprinkler 15.662 31.66 2013 19-4 Sprinkler. 14.230 30.18 2014 19-4 Sprinkler 14.287 30.24 2 -3-0 87.968 3 -3-0 84.827 4 -3-0 84.081 6 -5-0 76.010 7 4-0 83.026 9 4-0 73.010 10 1-0 Gauge 70.902 22 4-0 84.329 200 28-9 55.560 201 28-9 53.527 202 27-9 50.528 L. M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2022 9:35:36AM Page 2 Job Name: TFS PHASE 2- CP-3 GOLD RUSH Ti. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 203 28-9 53.065 204 27-9 50.494 205 28-9 52.633 206 27-9 50.457 207 28-9 52.226 208 27-9 50.387 209 28-9 51.842 210 27-9 50.249 211 28-9 51.479 212 27-9 50.136 213 28-9 51.135 214 27-9 49.990 215 28-9 50.807 216 27-9 49.808 217 28-9 50.495 218 27-9 49.591 219 28-9 50.198 220 27-9 49.336 221 28-9 49.914 222 27-9 49.042 223 28-9 49.645 224 27-9 48.706 225 28-9 49.389 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 6/17/2022 9:35:36AM Page Job Name: TFS PHASE 2 - CP-3 GOLD RUSH 1.1. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 226 27-9 48.324 227 28-9 49.148 228 27-9 47.891 229 28-9 48.921 230 27-9 47.400 231 28-9 48.710 232 27-9 46.842 233 28-9 48.516 234 27-9 46.207 235 28-9 48.338 236 27-9 45.482 237 28-9 48.179 238 27-9 44.652 239 28-9 48.040 240 27-9 43.690 241 28-9 47.943 242 27-9 42.787 243 28-9 47.875 244 27-9 42.048 245 28-9 47.844 246 27-9 41.521 247 28-9 47.837 248 27-9 41.610 ,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 6/17/2022 9:35:36AM Page Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 249 28-9 47.835 250 27-9 41.693 301 27-9 41.457 302 3-3% 44.722 303 19-4 18.236 304 19-4 16.844 305 9-4 22.072 306 9-4 20.407 500 31-10 45.553 501 31-4% 45.526 2101 9-4 18.905 2102 9-4 18.979 2103 9-4 19.273 2106 9-4 19.125 2107 9-4 19.201 2108 19-4 15.589 2109 19-4 15.652 2110 19-4 15.897 2113 19-4 15.773 2114 19-4 15.836 © M.E.P.CAD, Inc. 1.11 AutoSPRINK 2018 04.4.5.0 6/17/2022 9:35:36AM Page 5 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) ___ Nominal ID ________ Fittings & Devices Equiv. Length (Foot) Length (Foot) ___________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot ) Friction(Pf) 2008 19-4 8 30.00 1 (See Notes) 0-6% 120 14.062 Route l..... PO(5-O) 5-0 0.275519 Sprinkler, 2108 19-4 30.00 1.0490 5-6% 1.527 2108 19-4 2 7-7 120 15.589 0.008231 2109 19-4 30.00 2.1570 7-7 0.062 2109 19-4 30.06 2 8'-3 120 15.652 Flow (q) from Route 2 0.029730 2110 19-4 60.06 2.1570 8-3 0.245 2110 19-4 30.30 2 (See Notes) 20'4 120 15.897 Flow (q) from Route 5 fE(4'-3%), P0(12-3%) 16-7% 0.063290 303 19-4 90.36 2.1570 36-1 1% 2.339 303 19-4 123.67 + 235.8 3 (See Notes) 48'6% 120 18.236 Flow (q) from Route 3 and 7 4fr(17-51/2) 69-101/2 0.164970 6.950 302 3-3% 449.82 3.2600 118-5 19.536 302 331,4 4 (See Notes) 5611 120 44.722 CV(24'-4%), BV(0-0), 4fE(8-11 1/2) fr(21'-l), 301, C(26-4) 107-6% 0.044828 -10.599 301 27-9 449.82 4.2600 163-7 7.334 301 27-9 4 2-9 120 41.457 0.023202 246 27-9 315.09 4.2600 2-9 0.064 246 27-9 132.36 4 1V-1 01/2 120 41.521 Flow (q) from Route 14 0.044392 244 27-9 447.45 4.2600 11-10% 0.527 244 27-9 141.91 4 10-0 120 42.048 Flow (q) from Route 16 0.073897 242 27-9 589.36 4.2600 10-0 0.739 242 27-9 145.01 4 8-1% 120 42.787 Flow (q) from Route 18 0.111010 240 27-9 734.36 4.2600 8-1% 0.903 240 27-9 4 . 10-0 120 43.690 0.096191 238 27-9 679.63 4.2600 10-0 0.962 I, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 1 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Node I El (Fo vi e ot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) ____________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 238 27-9 4 10-0 120 44.652 0.083084 236 27'-9 627.89 4.2600 10-0 0.831 236 27'-9 4 10-0 120 45.482 0.072492 234 27'-9 583.27 4.2600 10-0 0.725 234 27-9 4 10-0 120 46.207 232 27'-9 542.88 4.2600 0.063478 10-0 0.635 232 27-9 4 10-0 120 46.842 0.055769 230 27-9 506.18 4.2600 10,-U 0.558 230 27-9 4 101-0 120 47.400 0.049119 228 27-9 472.61 4.2600 10-0 0.491 228 27-9 2 (See Notes) 144-0% 120 47.891 P0(12-3%) 2T(12'-3%), P0(12-3%) 49-2% 0.008747 -0.434 227 28-9 31.00 2.1570 193-3 1.690 227 28-9 892.26 6 10-0 120 49. 148 Flow (q) from Route 13 0.024136 225 28'-9 923.26 6.3570 10-0 0.241 225 28- 29.01 6 10,-U 120 49.389 Flow (q) from Route 28 0.025558 223 28'-9 952.27 6.3570 10-0 0.256 223 28-9 27.63 6 10-0 120 49. 645 Flow (q) from Route 26 0.026946 221 28-9 979.90 6.3570 10-0 0.269 221 28-9 26.87 6 10-0 120 49. 914 Flow (q) from Route 24 0.028329 219 28-9 1006.77 6.3570 10-0 0.283 219 28-9 26.72 6 10-0 120 50.198 Flow (q) from Route 36 0.029736 217 28'-9 1033.49 6.3570 10-0 0.297 © M.E.P.CAD, Inc. ffl AutoSPRINI< 2018 v14.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 2 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Node I Elevi (Foot) K-Factor Flow added this step (q) Nominal ID s Fitting & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as ___________________ Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 217 28-9 27.27 6 10-0 120 495 Flow (q) from Route 25 0.031204 215 28-9 1060.76 6.3570 10-0 0.312 215 28-9 28.39 6 10,-a 120 50.807 Flow (q) from Route 32 0.032766 213 28-9 1089.15 6.3570 10-0 0.328 213 28-9 30.04 6 10-0 120 51.135 Flow (q) from Route 21 0.034458 10-0 211 28-9 1119.20 6.3570 0.345 211 28-9 32.17 6 10-0 120 51.479 Flow (q) from Route 22 0.036313 209 28-9 1151.36 6.3570 10-0 0.363 209 28-9 34.69 6 10-0 120 842 Flow (q) from Route 38 0.038362 10-0 207 28-9 1186.05 6.3570 0.384 207 28'-9 38.12 6 10-0 120 226 Flow (q) from Route 34 0.040675 205 28-9 1224.17 6.3570 10-0 0.407 205 28-9 41.43 6 10,-a 120 52.633 Flow (q) from Route 37 0.043258 203 28-9 1265.61 6.3570 10,-0 0.433 203 28'-9 46.01 6 10-0 120 065 Flow (q) from Route 20 0.046212 201 28-9 1311.61 6.3570 10,-0 0.462 201 28-9 53.25 6 (See Notes) - 3'- 1 % 120 53.527 Flow (q) from Route 35 3fE(12-7), TOR 37-8% 0.049743 200 28-9 1364.86 6.3570 40-101/2 2.033 200 28-9 6 (See Notes) 31 4 120 55.5601/2 2E(17'-7), BOR 35-2% 0.049743 12.030 10 1-0 1364.86 6.3570 66-7 3.311 10 8 (See Notes) 9-10 140 70.902 LtE(22-a%), PIV(6-9%) 28-10 0.009683 1.734 9 -3-0 1364.86 8.3900 38'-8 0.374 1, © M.E.P.CAD, Inc. jjjj AutoSPRINK 2018 04.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 3 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQand shown as Fitting (Foot) ____________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 9 4-0 8 (See Notes) 132'7% 150 73.010 2LtE(16-7) 33-2 0.012863 0.867 6 -5-0 1364.86 7.7100 165-10 2.133 6 -5-0 8 (See Notes) 120 140 . 76.010 T(59-4%), BFP(-6.765), 2LtE( 22-0%) 103-6 0.009683 -0.867 7 -3-0 1364.86 8.3900 115-6 7.884 7 -3-0 8 (See Notes) 20'9 150 83.026 I LtE(16'-7), T(44'-8) 61-3 0.012863 4 -3-0 1364.86 7.7100 82-0 1.055 4 4-0 8 (See Notes) 97-4 150 84.081 EE(11-6) 11-6 0.006850 3 -3-0 970.91 7.7100 108-9% 0.745 3 -3-0 500.00 8 (See Notes) 190'll 150 84.827 Flow (q) from Route 19 LtE(16'-7), GV(5'-l%) 21-8% 0.014772 2 4-0 1470.91 7.7100 212-7% 3.141 2 4-0 393.95 8 (See Notes) 3'-l% 150 87.968 Flow (q) from Route 44 Water Supply 0.022915 ' 4-0 1864.86 7.7100 3-1% 0.071 0.00 88.039 Hose Allowance At Source Total(Pt) Route I 1 1864.86 2009 19-4 8 30.06 1 (See Notes) 0-6% 120 14.119 •••" Route 2•"•• Sprinkler, PO(5'O) 5-0 0.276546 2109 19-4 30.06 1.0490 5-6% 1.533 15.652 Total(Pt) Route 2 2013 19-4 8 30.18 1 (See Notes) 0-6% 120 14.230 Route ..... Sprinkler, P0(5-0) 5-0 0.278544 2113 19-4 30.18 1.0490 5-6% 1.544 2113 19-4 2 '7-7 120 15.773 0.008322 2114 19-4 30.18 2.1570 7-7 0.063 f, © M.E.P.CAD, Inc. lil AutoSPRINK 2018 04.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 4 Job Name: TFS PHASE 2- CP-3 GOLD RUSH Ti. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Node I El v1v (Fo K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 2114 19-4 30.24 2 (See Notes) 29'-2% 120 15.836 Flow (q) from Route 4 0.030056 304 19-4 60.42 2.1570 33-6% 1.008 304 19-4 63.25 2 (See Notes) 0'0 120 16.844 Flow (q) from Route 6 P0(12-3%) 12-3% 0.113102 303 19-4 123.67 2.1570 12-3% 1.392 18.236 Total(Pt) Route 3 2014 19-4 8 30.24 1 (See Notes) T 0'6% 120 14.287 Route 4..... Sprinkler, F 5-0 0.279581 2114 19-4 30.24 1.0490 5-6% .i. P0(5-0) 1.549 15.836 Total(Pt) Route 4 2010 19-4 8 30.30 1 (See Notes) I 0-6% 120 14.342 Route ..... Sprinkler, P0(5-0) F 5-0 0.280583 2110 19-4 30.30 1.0490 1 5-61/2 1.555 15.897 Total(Pt) Route 5 2011 19-4 8 31.59 2 (See Notes) 120 15.593 "" Route 6 ..... Sprinkler 0.009057 2012 19-4 31.59 2.1570 7-7 0.069 2012 19-4 8 31.66 2 (See Notes) 268 120 15.662 Sprinkler, fT(10'-5%) 10-5% 0.032717 304 19-4 63.25 2.1570 36-1% 1.182 16.844 Total(Pt) Route 6 2001 9-4 8 33.06 1 (See Notes) 0-6% 120 17.077 "" Route 7 ..... Sprinkler, P0(5-0) 5-0 0.329745 2101 9-4 33.06 1.0490 5-6% 1.827 2101 9-4 2 7-7 120 18.905 0.009852 2102 9-4 33.06 2.1570 7-7 0.075 2102 9-4 33.13 2 8-3 120 18.979 Flow (q) from Route 8 0.035580 2103 9-4 ---T 66.19 2.1570 8-3 0.294 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 5 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 -Rack Overhead System Date: 6117/2022 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor P ____________ Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as .I.rn Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) __ 2103 9-4 33.38 2 (See Notes) 20'4 120 19.273 Flow (q) from Route 11 fE(4'-3%), P0(12-3%) 16-7% 0.075739 305 9-4 99.57 2.1570 36-11 % 2.799 305 9-4 136.23 3 10-0 120 22.072 Flow (q) from Route 9 0.049943 -4.335 303 19-4 235.80 3.2600 10,-U 0.499 18.236 Total(Pt) Route 7 2002 9-4 8 33.13 i (See Notes) 0-6% T 120 17.145 Route ..... Sprinkler, P0(5-0) ,o 0.330959 2102 9-4 33.13 1.0490 5-6% 1.834 18.979 I Total(Pt) Route 8 2006 9-4 8 33.25 1 (See Notes) 0'6% 120 17.278 Route 9..... Sprinkler, P0(5-0) 5-0 0.333335 2106 9-4 33.25 1.0490 5-6% 1.847 2106 9-4 2 7-7 120 19.125 0.009959 2107 9-4 33.25 2.1570 7-7 0.075 2107 9-4 33.32 2 (See Notes) 29'2% 120 19.201 Flow (q) from Route 10 fE(4'3%) 0.035967 306 9-4 66.57 2.1570 33-6% 1.206 306 9-4 69.66 2 (See 0, U 120 20.407 Flow (q) from Route 12 P0(12-3%) Notes) LM 0.135270 305 9-4 136.23 2.1570 1.665 22.072 Total(Pt) Route 9 2007 9-4 8 33.32 1 (See I Notes) 1 0-6% 120 17.347 •••" Route lO..... Sprinkler, P0(5-0) s-o 0.334559 2107 9-4 33.32 1.0490 5-6% 1.854 19.201 Total(Pt) Route 10 2003 9-4 8 33.38 1 (See Notes) . 0-6% 120 17.412 Route 11 ..... Sprinkler, P0(5-0) 6-0 0.335726 2103 9-4 33.38 1.0490 5-6% ,' 1.860 19.273 Total(Pt) Route 11 , © M.E.P.CAD, Inc. III AutoSPRINK 2018 v14.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 6 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as nj+i,,n Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2004 9-4 8 34.79 2 (See Notes) 7-7 120 18.912 ••"• Route I2 Sprinkler 0.010827 2005 9-4 34.79 2.1570 7-7 0.082 2005 9-4 8 34.87 2 (See 268 120 18.994 Sprinkler, fT(10'-5%) Notes) 0.039109 10'-5/2 306 9-4 69.66 2.1570 361h/2 1.413 20.407 Total(Pt) Route 12 1014 31-0 11.2 59.90 2 (See Notes) 8-0 120 28.601 ••••• Route 13 Sprinkler 0.019417 -0.008 1015 31-01/2 47.71 2.1570 8-0 0.155 1015 31-0% 11.2 60.05 2 (See Notes) 8'O 120 28.749 Sprinkler 0.087669 -0.103 1016 31-3 107.76 2.1570 8-0 0.702 1016 31-3 11.2 60.67 2 (See Notes) 62'3% 120 29.347 Sprinkler, T(12'-3%), P0(12-3%) 24-7% 0.200307 1.088 245 28'-9 168.43 2.1570 86-11 17.409 245 28-9 134.73 6 10-0 120 47.844 Flow (q) from Route 29 0.003076 243 28-9 303.17 6.3570 10,-a 0.031 243 28-9 164.26 6 10-0 120 47.875 Flow (q) from Route 15 0.006851 241 28-9 467.43 6.3570 10-0 0.069 241 28-9 163.07 6 8-1% 120 47.943 Flow (q) from Route 17 0.011919 239 28'-9 630.50 6.3570 0.097 239 28'-9 54.73 6 10-0 120 48.040 Flow (q) from Route 31 0.013903 237 28-9 685.23 6.3570 10,-a 0.139 237 28'-9 51.74 6 10-0 120 48.179 Flow (q) from Route 30 0.015907 235 28'-9 736.97 6.3570 10,-a 0.159 235 28-9 44.62 6 10-0 120 48.338 Flow (q) from Route 33 0.017735 233 28'-9 781.59 6.3570 10,-a 0.177 © M.E.P.CAD, Inc. 11 AutoSPRINK 2018 04.4.5.0 1 - Rack Overhead Syster 6117/2022 9:35:46AM Page 7 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Elev I Flow added - Fittings & Length C Factor Notes Node I (Foot) K-Factor this step Nominal ID (Foot) ToTotal(Pt) Devices Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total ________________ (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 233 28-9 40.40 6 10-0 120 48.516 Flow (q) from Route 41 0.019468 231 28'-9 821.99 6.3570 10-0 0.195 231 28-9 36.69 6 10-0 120 48.710 Flow (q) from Route 42 0.021106 229 28-9 858.68 6.3570 10-0 0.211 229 28-9 33.58 6 10-0 120 48.921 Flow (q) from Route 39 0.022658 227 28-9 892.26 6.3570 10,-a 0.227 49.148 Total(Pt) Route 13 1014 31-0 11.2 59.90 2 (See 8-0 120 28.601 Route 14 ..... Sprinkler -0.000 Notes) 1012 31-0 12.19 2.1570 0.001556 8-0 0.012 1012 31-0 11.2 59.91 2 (See 8-0 120 28.614 Notes) Sprinkler 1011 31-0 72.10 2.1570 0.041686 8-0 0.333 1011 31-0 11.2 60.26 2 (See 50'l% 120 28.947 Sprinkler, 36-11 1.411 Notes) 246 27-9 132.36 2.1570 0.128249 2E(6'-2), T(12'-3%), P0(12-3% 87-0% 11.163 41.521 Total(Pt) Route 14 1008 3091,4 11.2 61.01 2 (See 8-0 120 29.676 15 ..... Sprinkler -0.103 Notes) 1009 31-0 41.65 2.1570 0.015102 8-0 0.121 1009 31-0 11.2 61.03 2 (See 80 120 29.694 Notes) Sprinkler -0.103 1010 31-3 102.68 2.1570 0.080174 .Route 8-0 0.642 1010 31-3 11.2 61.58 2 (See 61'll% 120 30.232 Notes) Sprinkler, 2471/2 1.085 243 28-9 164.26 2.1570 0.191220 T(12-3%), P0(12-3%) . 86-7 16.558 47.875 Total(Pt) Route 15 1008 30-9% 11.2 61.01 2' (See 8-0 120 J 29.676 Route 16 ..... Sprinkler 0.019 Notes) 1007 30-9 19.37 2.1570 0.003663 8-0 0.029 , © M.E.P.CAD, Inc. lil AutoSPRINK 2018 04.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page Job Name: TFS PHASE 2 - CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Node I Eleot) v I (Fo K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as u.n Fitting (Foot) Pt Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot ) Friction(Pf) 1007 30-9 11.2 61.06 2 (See Notes) 8'O 120 29.724 Sprinkler 0.051028 1006 30-9 80.43 2.1570 8-0 0.408 1006 30-9 11.2 61.48 2 (See Notes) 482% 120 30.132 Sprinkler, T(12-3%), P0(12-3%) 24-7% 0.145887 1.293 244 27-9 141.91 2.1570 72-10 10.623 42.048 Total(Pt) Route 16 1003 30-9 11.2 61.35 2 (See Notes) 8-0 120 30.000 Route 17 ..... Sprinkler 0.013910 -0.103 1004 31-0 39.84 2.1570 8-0 0.111 1004 31-0 11.2 61.35 2 (See Notes) 8'0 120 30.009 Sprinkler 0.078038 -0.103 1005 31-3 101.19 2.1570 8-0 0.625 1005 31-3 11.2 61.88 2 (See Notes) 61'11% 120 30.530 Sprinkler, T(12-31/2), P0(12-3%) 24-7% 0.188675 1.080 241 28-9 163.07 2.1570 86-7 16.333 47.943 Total(Pt) Route 17 1003 30-9 11.2 61.35 2 (See Notes) 8-0 120 30.000 Route 18..... Sprinkler 0.004448 0.103 1002 30-6% 21.51 2.1570 8-0 0.036 1002 30-6% 11.2 61.49 2 (See Notes) 8'O 120 30.139 Sprinkler 0.054083 0.082 1001 30-4 83.00 2.1570 8-0 0.433 1001 30-4 11.2 62.01 2 (See Notes) 47'11 120 30.654 Sprinkler, T(12'-31/2), P0(12-3%) 24-7% 0.151834 1.122 242 27-9 145.01 2.1570 72-6 11.011 42.787 Total(Pt) Route 18 21 2-0 500.00 6 (See Notes) 3-0 140 82.055 Route 19 ..... LtE(14'-2) 14-2 0.006192 2.168 22 4-0 500.00 6.2800 17-2 0.106 22 4-0 6 (See Notes) 23'4% 150 84.329 GV(3'-10%), T(38'-11%) 42-10 0.007509 0.000 3 4-0 500.00 5.8800 66-3 0.497 © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 9 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot ) ________________ Friction(Pf) 84.827 Total(Pt) Route 19 212 27-9 4 10-0 120 50.136 ••"• Route 2O ..... 0.011293 210 27-9 213.50 4.2600 10,-a 0.113 210 27'-9 4 (See Notes) 11'8 120 50.249 EE(5'-3) 0.138 0.008135 208 27-9 178.81 4.2600 16-11 208 27'-9 4 1351/2 120 50.387 0.005220 206 27'-9 140.69 4.2600 13-5% 0.070 206 27-9 4 13-5% 120 50.457 0.002738 204 27'-9 99.26 4.2600 13-5% 0.037 204 27'-9 2 (See Notes) 11631/2 120 50.494 P0(12-3%) 21(12-3%), P0(12-3%) 49-2% 0.018157 -0.434 203 28'-g 46.01 2.1570 165-6 3.005 53.065 Total(Pt) Route 20 214 27-9 275.71 2 (See Notes) 142'01/2 J 120 49.990 •••• Route 21 ..... P0(12-3%), Flow (q) from Route 23 2T(12'-31/2), P0(12-3%) 49-2% t 0.008254 -0.434 _______________ 213 28-9 30.04 2.1570 191 -3 1.579 51.135 Total(Pt) Route 21 214 27'-9 275.71 4 10-0 120 49.990 Route 22 ..... Flow (q) from Route 23 0.014641 212 27'-9 245.67 4.2600 10-0 0.146 212 27'-9 2 (See Notes) 140-6 120 50.136 P0(12-3%) 21(12-3%), P0(12-3%) 49-2% 0.009364 -0.434 211 28'-9 32.17 2.1570 189-9 1.777 51.479 Total(Pt) Route 22 218 27'-9 4 10-0 120 49.591 ••"• Route 23 ..... 0.021728 216 27'-9 304.10 4.2600 10-0 0.217 1 , © M.E.P.CAD, Inc. Auto SPRINK 2018 v14.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 10 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 216 27'-9 4 10-0 I 120 49.808 0.018125 214 27'-9 275.71 4.2600 10-0 0.181 49.990 Total(Pt) Route 23 222 27-9 38496 2 (See Notes) 145-21/2 I 120 49.042 Route 24 ..... P0(12-3%), Flow (q) from Route 27 T(12-31/2), 2P0(12'-3%) 49-2% I 0.006713 -0.434 ______________ 221 28-9 26.87 2.1570 194-5% 1.305 49.914 Total(Pt) Route 24 222 27'-9 384.96 4 101-0 120 49.042 Route 25••••• Flow (q) from Route 27 0.029398 220 27'-9 358.09 4.2600 10,-a 0.294 220 27-9 4 10-0 120 49.336 0.025469 218 27-9 331.37 4.2600 10-0 0.255 218 27-9 2 (See Notes) 144'-7% 120 49.591 P0(12-3%) 2T(12-3%), P0(12-3%) 49-2% 0.006899 -0.434 217 28-9 27.27 2.1570 193-10% 1.337 50.495 Total(Pt) Route 25 226 27'-9 4 10-0 120 48.324 Route 26..... 0.038207 224 27-9 412.59 4.2600 10-0 0.382 224 27-9 2 (See Notes) 144'10% 120 48.706 P0(12-3%) T(12'-3%), 2P0(12-3%) 49'-2% 0.007069 -0.434 223 28'-9 27.63 2.1570 194-1 1.372 49.645 Total(Pt) Route 26 224 27-9 27.63 4 I io'-o 120 48.706 Route 27..... Flow (q) from Route 26 0.033609 222 27-9 384.96 4.2600 10-0 0.336 49.042 Total(Pt) Route 27 228 27-9 31.00 4 1 10-0 120 T 47.891 ••••• Route 28..... Flow (q) from Route 1 0.043326 226 27-9 441.61 4.2600 10,-a 0.433 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 11 Job Name: TFS PHASE 2 - CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Node I v El v1 (Fo K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pfl and shown as Fitting (Foot) ___________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 226 27-9 2 (See Notes) 144'-5y2 1 120 48.324 P0(12-3%) 2T(12'-3%), P0(12-31/2) 49-2% t 0.007737 -0.434 225 28'-9 29.01 2.1570 193-8 1.499 49.389 Total(Pt) Route 28 301 27'-9 4 (See Notes) 5-41/2 120 41.457 Route 29..... 301 P0(26-4) 26-4 0.004819 248 27'-9 134.73 4.2600 31-8% 0.153 248 27-9 4 (See Notes) 101 0 120 41.610 P0(26-4) P0(26-4) 52-8 0.001327 250 27-9 67.09 4.2600 62'-8 0.083 250 27-9 2 (See Notes) 143'-3% 120 41.693 2T(12-3%), P0(12-3%) 36-11 0.036488 -0.434 249 28'-9 67.09 2.1570 180-2% 6.576 249 28-9 6 10-0 120 47.835 0.000189 247 28-9 67.09 6.3570 10,-a 0.002 247 28-9 67.64 6 10,-0 120 - 47.837 Flow (q) from Route 40 0.000686 245 28'-9 134.73 6.3570 10-0 0.007 47.844 Total(Pt) Route 29 238 27'-9 2 (See Notes) 83-51/2 120 44.652 Route 30 ..... P0(12-3%) T(12'-3%) 24'-7% 0.022561 -1.564 501 31-4% 51.74 2.1570 108-1 2.438 501 31-4% 2 26-4 120 45.526 0.009019 -0.211 500 31-10 31.52 2.1570 26-4 0.238 500 31-10 20.22 2 (See Notes) 32'-4 120 45.553 Flow (q) from Route 43 T(12'-3%), P0(12-3%) 24-7% 0.022561 1.341 237 28-9 51.74 2.1570 56-11% 1.285 48.179 Total(Pt) Route 30 240 27'-9 2 (See J Notes) I 141-10% 120 J 43.690 "•• Route 31••••• P0(12-3%) 2T(12'-3%), P0(12-3%) 49'-2% t 0.025035 -0.434 239 28-9 54.73 2.1570 1911-1 4.784 (. 0 M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 12 Job Name: TFS PHASE 2 - CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Node I El (Fo v I e ot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as flntJ+iUflU2l't9 Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 48.040 Total(Pt) Route 31 216 27-9 2 (See Notes) 143-5 1 120 49.808 ••••• Route 32 ..... P0(12-3%) 2T(12-3%), P0(12-3%) 4921/2 t 0.007434 -0.434 215 28-9 28.39 2.1570 192-8 1.432 50.807 Total(Pt) Route 32 236 27-9 2 (See Notes) 142-6 120 45.482 "" Route 33 ..... P0(12-3%) 2T(12'-3%), P0(12-3%) 49-2% 0.017156 -0.434 235 28-9 44.62 2.1570 191-9 3.289 48.338 Total(Pt) Route 33 208 27-9 2 (See Notes) 134-2 120 50.387 Route 34 ..... P0(12-3%) E(6-2), T(12'-3%), P0(12-3%) 43-1 0.012823 -0.434 207 28-9 38.12 2.1570 177-3 2.273 52.226 Total(Pt) Route 34 204 27-9 46.01 4 (See Notes) 13-5% 120 50.494 ••"• Route 35 ..... Flow (q) from Route 20 P0(26-4) 26-4 0.000865 202 27'-9 53.25 4.2600 39-9% 0.034 202 27'-9 2 (See Notes) 107'-4 120 50.528 2T(12'-3%), P0(12-3%) 36-11 0.023795 -0.434 201 28-9 53.25 2.1570 144-3 3.433 53.527 Total(Pt) Route 35 220 27'-9 2 (See Notes) J 1467 120 49.336 ••"• Route 36 ..... P0(12-3%) 2T(12-3%), P0(12-3%) 49-2% 0.006646 -0.434 219 28-9 26.72 2.1570 194-10 1 1.295 50.198 Total(Pt) Route 36 206 27-9 2 (See Notes) 1 125-21/2 120 50.457 "" Route 37"" P0(12-3%) 2T(12'-3%), P0(12-3%) 49-2% 0.014957 -0.434 205 28'-9 41.43 2.1570 1 174-5% 2.609 52.633 Total(Pt) Route 37 210 27-9 2 (See Notes) 139-0 120 50.249 Route 38 ..... P0(12-3%) 2T(12'-3%), P0(12-3%) 49-2% 0.010770 -0.434 209 28-9 34.69 2.1570 188-2% 2.027 51.842 Total(Pt) Route 38 M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 13 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 Pipe Information Elev I Flow added Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID s s Device (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total ________________ (Foot) (Q) (Foot) I (Foot) Friction(Pf) directly to (Pt) and shown as 230 27-9 2 (See 143'7% 1 120 47.400 Route 39 ..... P0(1 2-31/2) 49-2% t -0.434 Notes) 229 28-9 33.58 2.1570 I 0.010138 2T(12-3%), P0(12-3%) 192-10 1.955 1 48.921 Total(Pt) Route 39 248 27-9 67.09 2 (See 142-10% 1 120 41.610 Route 40 ..... Flow (q) from Route 29 36-11 t -0.434 Notes) 247 28-9 67.64 2.1570 0.037041 2T(12'-3%), P0(12-3%) 179-10 6.661 47.837 Total(Pt) Route 40 234 27-9 2 (See 14210% 120 46.207 Route 41 ..... P0(12-3%) 49-2% I -0.434 Notes) 233 28-9 40.40 2.1570 I 0.014273 2T(12'-3%), P0(12-3%) 192-1 2.742 48.516 Total(Pt) Route 41 232 27-9 2 (See 143-5 1 120 46.842 Route 42 ..... P0(12-3%) 49-2% t -0.434 Notes) 231 28-9 36.69 2.1570 I 0.011949 2T(12'-3%), P0(12-3%) 192-7% 2.302 48.710 Total(Pt) Route 42 501 31-4% 2 (See 30-4 120 45.526 Route 43 ..... fT(10-5%) 29-6% -0.211 Notes) 500 31-10 20.22 2.1570 I 0.003967 fr(10-5%) 59-101/2 0.238 45.553 .2fE(4-3%), Total(Pt) Route 43 4 -3-0 970.91 8 (See 2851'7 150 84.081 •••• Route 44 ..... Flow (q) from Route 1 158-3 Notes) 2 -3-0 393.95 7.7100 0.001291 4EE(11-6), E(22'-ll%), 2T(44 3009-10 3.886 -8) 87.968 Total(Pt) Route 44 (,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 1 - Rack Overhead Syster 6/17/2022 9:35:46AM Page 14 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System Date: 6/17/2022 lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) Value Actual Inside Diameter 4.87 Value Of C 100 130 140 150 I \ =Factor Schedule 40 Steel Pipe Inside Diameter J Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange EN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 I - Rack Overhead Syster 6/17/2022 9:35:46AM Page 15 In 75 a- 60 Job Name: TFS PHASE 2 - CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System 150- 135 120 105 90 45 30 15 Water Supply Summary Sheet Node: 1 --Static Pressure 117.900 Available Supply .444 107______ ---1864.. @ 88.039k 60.0O@73.80 - - - stem demand curve Hydraulic Graph N 1.85 Date: 6/17/2022 0800 1600 2400 3200 4800 6400 4000 5600 7200 Flow - gpm 8000 1&© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2022 9:35:15AM Page 1 — — — - — — — — — — — — — — — — = Job Name: TFS PHASE 2 - CP-3 GOLD RUSH T.I. Remote Area Number: #1 - Rack Overhead System BOR - Summary Sheet 135-I - 120 — Static Pressure 117.900 364.86 c 107.444 105—-- 90 j___ (0 - ! 75--- 60.00@73.800 - 136486 § 70.902 60 45 - stem demand cue 30—-- 1:--- liii 111111111 I I I I I I II I I I I I I 600 1600 2400 3200 4000 4800 5600 6400 7200 8000 Flow - gpm 1&©M.E.P.CAD, Inc. MR AutoSPRINK2018v14.4.5.0 6/17/2022 9:35:15AM Paae2 Hydraulic Graph N 1.85 Date: 6/17/2022 Hydraulic Calculations for Project Name: TFS PHASE 2 - CP-3 GOLD RUSH T.I. Location: 5781 VAN ALLEN WAY, CARLSBAD, CA 92008, Drawing Name: PRG_FP_WFP_PHASE 2- CP-3 Calculation Date: 6/17/2022 Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: #2 - UNDER MEZZANINE UNDER MEZZANINE Ordinary Group II Ordinary Group II 0.200gpm/ft2 1500.00ft2 (Actual 1526.16ft2) 130.00ft2 Pendent 19 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 21 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 795.76 @ 78.762 Type of System: Wet Volume of Dry or PreAction System: N/A Allowance at Source Hydrant Name of Contractor: Western Fire Protection Address: 13630 Danielson Street, Poway, CA 92-64 Phone Number: 858-513-4949 Name of designer: Grant Coito Authority Having Jurisdiction: Carlsbad Fire Department Notes: Automatic peaking results Left: 78.762 Right: 78.762 © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 #2 - UNDER ME: 6/17/2022 9:29:49AM Page 1 1111 Hydrau1ic Summary Job Number. 21-3596-02 Reoort DescriDtion: Ordinary Grouo II (#2 - UNDER MEZZANINE) Job Job Number Design Engineer 21-3596-02 Grant Coito Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. State CertU ationstisonso Number Address I 5781 VAN ALLEN WAY ARJ Carlsbad Fire Department Address 2 Job Site/Building CARLSBAD, CA 92008 Address 3 Drawing Name PRG_FP_WFP_PHASE 2- CP-3 System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job SuRe 5.6 K-Factor 26.00 at 21.556 Ordinary Group II Rose Alow0000At Source Density Area of App cation 0.00 0.200gpm/ft2 1500.00ft2 (Actual 1526.16ft2) Additional Rosa Supplies Number Of Sprinklers Calculated Coverage Per Spriflkter Node Flow(gpm) 19 130.00ft2 AutoPeek Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Hydrant At Node 21 250.00 Left: 78.762 Right: 78.762 Total Rose Streams 250.00 System flaw Demand Total Water Required )lroluding Ho-Allowance) 795.76 795.76 Maelmum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 20.98 between nodes 401 and 402 Mesimum Vetocpy Under Ground 5.47 between nodes 1 and 2 Volume ropeoity of Wet Pipes Volume capacity of Dry Pipes 11821 .85ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) @ (gpm) (psi) (psi) 1 WaterSupply 117.900 73.800 4060.00 115.737 795.76 78.762 36.974 Contractor Controctor Number 21-3596-02 Contact Name Grant Coito Contact ISle Designer Ncare of Contractor: Western Fire Protection Phone 858-5134949 Extension Address r 13630 Danielson Street FAX 858-513-1322 Address 2 Poway, CA 92-64 Email grantwesternfireprotection.com Address 3 Wob.SEe (, 0 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 6/17/2022 9:30:42AM Page 1 111 Summary Of Outfiowing Devices Job Number: 21-3596-02 Reoort Descriotion: Ordinary Grouo II (#2 - UNDER MEZZANINE Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 21 250.00 250.00 0 75.758 Sprinkler 3001 26.14 26.00 5.6 21.784 Sprinkler 3002 26.05 26.00 5.6 21.641 Sprinkler 3003 26.32 26.00 5.6 22.087 Sprinkler 3004 27.18 26.00 5.6 23.555 Sprinkler 3005 26.13 26.00 5.6 21.772 L Sprinkler 3006 26.00 26.00 5.6 21.556 Sprinkler 3007 26.33 26.00 5.6 22.113 Sprinkler 3008 27.07 26.00 5.6 23.359 Sprinkler 3009 29.48 26.00 5.6 27.705 Sprinkler 3010 30.19 26.00 5.6 29.066 Sprinkler 3011 29.43 26.00 5.6 27.625 Sprinkler 3012 29.54 26.00 5.6 27.819 Sprinkler 3013 30.45 26.00 5.6 29.557 Sprinkler 3014 30.09 26.00 5.6 28.864 Sprinkler 3015 30.16 26.00 5.6 28.999 Sprinkler 3016 30.79 26.00 5.6 30.222 Sprinkler 3017 30.86 26.00 5.6 30.363 Sprinkler 3018 31.75 26.00 5.6 32.146 Sprinkler 3019 31.82 26.00 5.6 32.295 c' Most Demanding Sprinkler Data (,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 6/17/2022 9:30:08AM Page 1 Job Name: TFS PHASE 2- CP-3 GOLD RUSH Ti. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 117.900 73.800 1 4060.00 115.737 795.76 78.762 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 212 27-9 56.358 213 28-9 56.056 214 27-9 - 56.337 215 28-9 55.992 216 27-9 56.313 217 28-9 55.929 218 27-9 56.286 219 28-9 55.868 220 27-9 56.255 221 28-9 55.808 222 27-9 56.222 223 28-9 55.748 224 27-9 56.187 225 28-9 55.688 226 27-9 56.153 227 28-9 55.628 228 27-9 56.121 229 28-9 55.566 230 27-9 56.092 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 6/17/2022 9:30:18AM Page 1 Job Name: TFS PHASE 2- CP-3 GOLD RUSH Ti. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 231 28-9 55.502 232 27-9 56.066 233 28-9 55.436 234 27-9 56.043 235 28-9 55.368 236 27-9 56.025 237 28-9 55.360 238 27-9 56.011 239 28-9 55.361 240 27-9 56.001 241 28-9 55.362 242 27-9 55.995 243 28-9 55.363 244 27-9 55.990 245 28-9 55.363 246 27-9 55.987 247 28-9 55.364 248 27-9 55.986 249 28-9 55.364 250 27-9 55.985 301 27-9 55.987 401 28-9 55.358 / 402 1341/2 45.588 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 6/17/2022 9:30:18AM Page 2 I Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 403 13-4% 42.836 404 13-4% 40.893 405 l341/2 ' 39.890 406 13-4% 37.127 407 13-4% 37.107 500 31-10 54.089 501 31-4% 54.313 3101 14-0 28.584 3102 14-0 28.820 3103 14-0 29.435 3104 14-0 31.460 3105 14-0 28.567 3106 14-0 28.702 3107 14-0 29.471 3108 14-0 31.190 3109 13-4% 37.442 3110 13-4% 39.311 3111 14-4% 36.898 3112 14-4% 37.165 3113 1341/2 39.986 3114 14-4% 38.601 3115 14-4% 38.786 3116 14-4% 40.464 IM,©M.E.P.CAD, Inc. AutoSPRINK 2018 v1 4.4.5.0 6/17/2022 9:30:18AM Paqe3 Job Name: IFS PHASE 2- CP-3 GOLD RUSH TI. Remote Area Number: #2- UNDER MEZZANINE Date: 6/17/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 3117 14-4% 40.657 3118 14-4% 43.101 3119 1441,4 43.306 1 4-0 Supply 78.762 795.76 21 2-0 Hydrant 75.758 250.00 3001 9-0 Sprinkler 21.784 26.14 3002 10-0 Sprinkler 21.641 26.05 3003 10-0 Sprinkler 22.087 26.32 3004 10-0 Sprinkler 23.555 27.18 3005 9-0 Sprinkler 21.772 26.13 3006 10-0 Sprinkler 21.556 26.00 3007 10-0 Sprinkler 22.113 26.33 3008 10-0 Sprinkler 23.359 27.07 3009 10-0 Sprinkler 27.705 29.48 3010 10-0 Sprinkler 29.066 30.19 3011 10-0 Sprinkler 27.625 29.43 3012 10-0 Sprinkler 27.819 29.54 3013 10-0 Sprinkler 29.557 30.45 3014 10-0 Sprinkler 28.864 30.09 3015 10-0 Sprinkler 28.999 30.16 3016 10-0 Sprinkler 30.222 30.79 3017 10-0 Sprinkler 30.363 30.86 3018 10-0 Sprinkler 32.146 31.75 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2022 9:30:18AM Paqe 4 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2- UNDER MEZZANINE Date: 6/17/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 3019 10-0 Sprinkler 32.295 31.82 2 4-0 78.747 3 -3-0 78.094 4 4-0 77.962 6 -5-0 72.580 7 4-0 77.769 9 4-0 71.321 10 1-0 Gauge 69.519 22 4-0 77.956 200 28-9 56.881 201 28-9 56.508 202 27-9 56.415 203 28-9 56.423 204 27-9 56.410 205 28-9 56.342 206 27-9 56.404 207 28-9 56.266 208 27-9 56.394 209 28-9 56.193 210 27-9 56.374 211 28-9 56.123 Ik,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 6/17/2022 9:30:18AM I -Page 5 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) when applicable, are added Fixed Pressure Losses, directly to (Pt) and shown as I Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev2 (Foot) Total Flow (Q) Actual ID ___ Total (Foot) _____________ Friction(Pf) 3006 10-0 5.6 26.00 1 (See Notes) 0-0 120 21.556 "•• Route l ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.211435 -1.734 3106 14-0 26.00 1.0490 42-0 8.880 3106 14-0 26.13 11/2 10-0 120 28.702 Flow (q) from Route 3 0.076823 10-0 3107 14-0 52.13 1.6820 0.768 3107 14-0 26.33 11/2 (See Notes) 5'-6% 120 29.471 Flow (q) from Route 6 E(4'-11%) 4-11% 0.163687 3108 14-0 78.46 1.6820 10-6 1.719 3108 14-0 27.07 11/2 (See Notes) 5 -1 120 31.190 Flow (q) from Route 7 2EE(2'-5%), P0(9-11) 14-10 0.283214 0.271 407 13-4% 105.53 1.6820 19,-il 5.646 407 13-4% 3 1-10 120 37.107 0.011285 406 13-4% 105.53 3.2600 1-10 0.021 406 13-4% 105.69 3 7-8% 120 37.127 Flow (q) from Route 2 0.040740 3109 13-4% 211.21 3.2600 7'8% 0.314 3109 13-4% 29.48 3 (See Notes) 2 9'-2 120 37.442 Flow (q) from Route 10 4fE(6'-8%) 26-101/2 0.051 878 3110 13-4% 240.69 3.2600 36-0% 1.869 3110 13-4% 30.19 3 8-11% 120 39. 311 Flow (q) from Route 14 0.064554 405 13-4% 270.88 3.2600 8-11% 0.579 405 13-4% 58.97 3 1-0% 120 39.890 Flow (q) from Route 9 0.092933 3113 13-4% 329.85 3.2600 1-0% 0.096 3113 13-4% 30.45 3 8-3% 120 39.986 Flow (q) from Route 15 0.109421 404 13-4% 360.30 3.2600 8-3% 0.907 404 13'4% 60.24 3 13-4 120 40.893 Flow (q) from Route 12 . 0.145654 13 -4 403 13-4% 420.54 3.2600 1.944 1, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 02 - UNDER MEZZANINE 6/17/2022 9:30:30AM Page 1 Job Name: IFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2- UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 2 (Foot) Total Flow (Q) Total Elev Actual ID / (Foot) Friction(Pf) 403 13-4% 61.64 3 14-8 120 42.836 Flow (q) from Route 16 0.187595 402 134h/2 482.18 3.2600 14-8 2.751 402 134% 63.57 3 (See Notes) 334% 120 45.588 Flow (q) from Route 18 fE(6'-8%), E(9-5), mecT(20-2) 3631/2 0.235901 -6.665 401 28-9 545.76 3.2600 69-8 16.436 401 28-9 6 1-5 120 55.358 235 28-9 476.60 6.3570 0.007102 1-5 0.010 235 28-9 6 10-0 120 55.368 0.006817 233 28-9 466.17 6.3570 10-0 0.068 233 28-9 6 10-0 120 55.436 0.006574 231 28-9 457.08 6.3570 10-0 0.066 231 28-9 6 10-0 120 55.502 0.006368 229 28-9 449.31 6.3570 10-0 0.064 229 28-9 6 10-0 120 55.566 0.006200 227 28-9 442.86 6.3570 10-0 0.062 227 28-9 6 10-0 120 55.628 0.006069 225 28-9 437.78 6.3570 10-0 0.061 225 28-9 6: 10-0 120 55.688 0.005978 223 28-9 434.22 6.3570 10-0 0.060 223 28-9 6 10-0 120 55.748 0.005944 221 28-9 432.86 6.3570 10,-a 0.059 221 28-9 2.77 6 10-0 120 55.808 Flow (q) from Route 21 0.006014 219 28-9 435.64 6.3570 10-0 0.060 ,©M.E.P.CAD, Inc. AutoSPRINK2O18v14.4.5.0 02-UNDER MEZZANINE 6/17/2022 9:30:30AM Page 2 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt)l(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) (Foot) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID __________ Total ________________ Friction(Pf) 219 28'-9 4.43 6 10-0 120 55. 868 Flow (q) from Route 34 0.006128 217 28-9 440.06 6.3570 10-0 0.061 217 28-9 5.83 6 10-0 120 55.929 Flow (q) from Route 27 0.006279 10-0 215 28-9 445.89 6.3570 0.063 215 28'9 7.16 6 10-0 120 992 Flow (q) from Route 30 0.006467 213 28-9 453.05 6.3570 10-0 0.065 213 28-9 8.50 6 10-0 120 56.056 Flow (q) from Route 24 0.006693 211 28-9 461.55 6.3570 10,-0 0.067 211 28'-9 9.86 6 10-0 120 123 Flow (q) from Route 25 0.006960 209 28-9 471.42 6.3570 10-0 0.070 209 28'-9 11.26 6 10-0 120 56. 193 Flow (q) from Route 42 0.007271 207 28'-9 482.68 6.3570 10,-U 0.073 207 28'-9 12.89 6 10-0 120 56. 266 Flow (q) from Route 32 0.007634 205 28'-9 495.57 6.3570 10,-0 0.076 205 28-9 14.45 6 10-0 120 56.342 Flow (q) from Route 39 0.008051 203 28'-9 510.01 6.3570 io'-o 0.081 203 28'-9 16.41 6 10-0 120 56. 423 Flow (q) from Route 23 0.008537 10-0 201 28'-9 526.43 6.3570 0.085 201 28'-9 19.33 6 (See Notes) 3'- 1 % 120 56.508 Flow (q) from Route 33 3fE(12'-7), TOR 37-8% 0.009126 200 28-9 545.76 :6:.370 -1 400% 0373 200 28-9 6 (See Notes) 31-4% 120 56.881 2E(17'-7), BOR 35-2% 0.009126 12.030 10 1-0 545.76 6.3570 66-7 0.607 , © M.E.P.CAD, Inc. J AutoSPRINK 2018 04.4.5.0 #2 - UNDER MEZZANINE 6/17/2022 9:30:30AM Page 3 Job Name: TFS PHASE 2 - CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting!Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 10 1 -0 C 8 (See Notes) 9-10 140 69.519 LtE(22'-O%), PIV(6'-9%) 28-10 0.001776 1.734 9 -3-0 545.76 8.3900 38-8 0.069 9 -3-0 8 (See Notes) 132'7% 150 71.321 2LtE(16-7) 332 0.002360 0.867 6 -5-0 545.76 7.7100 165-10 0.391 6 -5-0 8 (See Notes) 12-0 140 72.580 T(59-4%), BFP(-5.851), 2LtE( 22-0%) 103-6 0.001776 -0.867 7 -3-0 545.76 8.3900 115-6 6.056 7 4-0 8 (See Notes) 20'9 150 77.769 LtE(16'-7), T(44'-8) 61-3 0.002360 4 4-0 545.76 7.7100 82-0 0.194 4 - 4-0 8 (See Notes) 974 150 77.962 EE(11'-6) 11-6 0.001207 3 4-0 379.79 7.7100 108-9% 0.131 3 4-0 250.00 8 (See Notes) 1901 11 ..150 78.094 Flow (q) from Route 20 LtE(16-7), GV(5'-l%) 21-8% 0.003076 2 -3-0 629.79 7.7100 212-71/2 0.654 2 4-0 165.96 8 (See Notes) 31h/2 150 78.747 Flow (q) from Route 48 Water Supply 0.004741 1 T -3-0 795.76 7.7100 3-1% 0.015 0.00 78.762 Hose Allowance At Source Total(Pt) Route 1 1 795.76 3002 10-0 5.6 26.05 _____ 1 (See Notes) 0,-a 120 21.641 Route 2••••• Sprinkler, P0(5-0), fd(37-0) 42-0 0.212206 -1.734 3102 14-0 26.05 1.0490 42-0 8.913 3102 14-0 26.14 1% 8-0 120 28.820 Flow (q) from Route 4 0.076983 3103 14-0 52.19 1.6820 8-0 0.616 3103 14-0 26.32 11/2 (See Notes) 7-5 120 29.435 Flow (q) from Route 5 E(4-11%) 4-11% 0.163855 3104 14-0 78.51 1.6820 12-4% 2.025 ,©M.E.P.CAD, Inc. AutoSPRlNK2O18v1445.O #2- UNDER MEZZANINE 6/17/2022 9:30:30AM Page Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) _________ Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Sh• Fitting (Foot) Pt Friction Loss Per Unit (psi) ______________ Elev(Pe) Node 2 _______ Elev 2 (Foot) _____________ _______ Total Flow (Q) _____________ Actual ID _________ Total (Foot) __________ ________________ Friction(Pf) _________________ 3104 14-0 27.18 1% (See Notes) 4'2 1 120 31.460 Flow (q) from Route 8 E(4'-111/2), P0(9-11) 14-10 t 0.283994 0.271 406 13-41/2 105.69 1.6820 19-0 5.396 37.127 Total(Pt) Route 2 3005 9-0 5.6 26.13 i (See Notes) 0-0 120 21.772 Route 3 ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.213392 -2.168 3105 14-0 26.13 1.0490 42-0 8.962 3105 14-0 11/2 6-4 120 28.567 0.021408 3106 14-0 26.13 1.6820 6-4 0.136 28.702 Total(Pt) Route 3 3001 9-0 5.6 26.14 1 (See Notes) 0'-O 120 21.784 Route ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.213506 -2.168 3101 14-0 26.14 1.0490 42-0 8.967 3101 14-0 11/2 11-0 120 28.584 0.021420 3102 14-0 26.14 1.6820 11,-U 0.236 28.820 Total(Pt) Route 4 3003 10-0 5.6 26.32 i (See Notes) 01-0 1 120 22.087 Route ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.216249 -1.734 3103 14-0 26.32 1.0490 42-0 9.082 29.435 Total(Pt) Route 5 3007 10-0 5.6 26.33 1 (See Notes) 1 F 01-0 120 22.113 Route ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.216479 -1.734 3107 14-0 26.33 1.0490 42-0 9.092 29.471 Total(Pt) Route 6 3008 101-0 5.6 27.07 1 (See I Notes) 1 0-0 120 23.359 Route 7 ..... Sprinkler, P0(5-0), fd(37'-O) t 42-0 0.227740 -1.734 3108 14-0 27.07 1.0490 42-0 9.565 31.190 Total(Pt) Route 7 3004 101-0 5.6 27.18 1 (See I Notes) 1 01-0 120 1 23.555 ••••• Route 8••••• Sprinkler, P0(5-U), fd(37'-O) t 42'-0 0.229509 -1.734 3104 14-0 27.18 1.0490 42-0 9.639 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.O 42- UNDER MEZZANINE 6/17/2022 9:30:30AM Page Job Name: IFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 31.460 J Total(Pt) Route 8 3011 10-0 5.6 29.43 1 (See Notes) 0-0 120 27.625 ••••• Route 9••••• Sprinkler, P0(5-0), fd(37'-O) 42-0 0.265964 -1.897 3111 1441/2 29.43 1.0490 42-0 11.171 3111 14-4% 1% 10-0 120 36.898 0.026683 3112 14-4% 29.43 1.6820 10-0 0.267 3112 14-41/2 29.54 1% (See Notes) 8--1 01/2 120 37.165 Flow (q) from Route 11 EE(4'-111%),, P0(9-11) 14-10 0.096503 0.434 405 13-4% 58.97 1.6820 23-9 2.291 39.890 Total(Pt) Route 9 3009 10-0 5.6 29.48 1 (See Notes) 01-0 1 120 27.705 Route 10 ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.266676 -1.463 3109 13-4% 29.48 1.0490 42-0 11.200 37.442 Total(Pt) Route 10 3012 10-0 5.6 29.54 1 (See Notes) 01-0 120 27.819 "" Route ll ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.267694 -1.897 3112 14-4% 29.54 1.0490 42-0 11.243 37.165 Total(Pt) Route ii 3014 10-0 5.6 30.09 1 (See Notes) 01-0 120 28.864 ••••• Route 12 ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.276984 -1.897 . 3114 14-4% 30.09 1.0490 42-0 11.633 3114 14-4% 1% 6-8 120 38.601 0.027788 3115 14-4% 30.09 1.6820 6-8 0.185 3115 14-4% 30.16 1% (See Notes) 11 10 120 38.786 Flow (q) from Route 13 E(4'-11 2), P0(9-11) 14-10 0.100392 0.434 404 13-4% 60.24 1.6820 16-8 1.673 40.893 Total(Pt) Route 12 3015 10-0 5.6 30.16 1 (See Notes) 0-0 120 28.999 "" Route 13 ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.278181 -1.897 3115 14-4% 30.16 1.0490 42-0 11.684 38.786 Total(Pt) Route 13 (,©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.4.5.0 02- UNDER MEZZANINE 6/17/2022 9:30:30AM Page Job Name: TFS PHASE 2 - CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 3010 10-0 5.6 30.19 1 (See Notes) 01 0 1 120 29.066 Route 14 ..... Sprinkler, P0(5-0), fd(37'-O) 42'0 0.278772 -1.463 3110 1341/2 30.19 1.0490 42-0 11.708 39.311 Total(Pt) Route 14 3013 10-0 5.6 30.45 1 (See Notes) 0-a 1 120 29.557 Route 15 ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.283131 -1.463 3113 1341,4 30.45 1.0490 42-0 11.892 39.986 Total(Pt) Route 15 3016 10-0 5.6 30.79 1 (See Notes) 0-0 120 30.222 Route 16 ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.289014 -1.897 3116 14-41/2 30.79 1.0490 42-0 12.139 3116 14-4% 11/2 6-8 120 40.464 0.028995 3117 14-4% 30.79 1.6820 6-8 0.193 3117 14-4% 30.86 11/2 (See Notes) 11 10 120 40.657 (q) from Route 17 E(4'-11'/2),P0(9-li) 14-10 0.104752 0.434 Flow 403 13-4% 61.64 1.6820 16-8 1.746 42.836 Total(Pt) Route 16 3017 10-0 5.6 30.86 1 (See Notes) I 01 0 120 30.363 " Route 17 ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 0.290261 -1.897 3117 14-4% 30.86 1.0490 I 42-0 12.191 40.657 Total(Pt) Route 17 3018 10-0 5.6 31.75 1 (See Notes) 01 0 120 32.146 "" Route 18 Sprinkler, P0(5-0), fd(37'-O) 42-0 0.305996 -1.897 3118 1441/2 31.75 1.0490 42-0 12.852 3118 14-41/2 1% 6-8 120 43.101 0.030699 3119 14-4% 31.75 1.6820 6-8 0.205 3119 1441,4 31.82 1% (See Notes) 11 10 120 43.306 Flow (q) from Route 19 E(4'-ll%), P0(9-l1) 0.110906 0.434 402 13-4% 63.57 1.6820 ±1410 -8 1.849 45.588 Total(Pt) Route 18 ,,©M.E.P.CAD, Inc. r.111 AutoSPRlNK2O18v14.4.5.0 02- UNDER MEZZANINE 6/17/2022 9:30:30AM Page Job Name: TFS PHASE 2- CP-3 GOLD RUSH Ti. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction (psi) Loss Per unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 3019 10-0 5.6 31.82 1 (See Notes) 0-0 J 120 32.295 ."• Route 19 ..... Sprinkler, P0(5-0), fd(37'-O) 42-0 t 0.307311 -1.897 3119 144h/2 31.82 1.0490 42-0 12.907 43.306 Total(Pt) Route 19 21 2-0 250.00 6 (See Notes) 3-0 140 75.758 ••••• Route 2O ..... LtE(14'-2) 14-2 0.001718 2.168 22 -3-0 250.00 6.2800 17-2 0.030 22 -3-0 6 (See Notes) 23'4% 150 77.956 GV(3'-101/2), T(38'T(38'-11'/2) 42-10 0.002083 0.000 3 -3-0 250.00 5.8800 66-3 0.138 78.094 Total(Pt) Route 20 239 28-9 58.36 6 8-1% 120 55.361 Route 21••••• Flow (q) from Route 35 0.000103 241 28-9 48.36 6.3570 8-1% 0.001 241 28-9 6 10-0 120 55.362 0.000068 243 28-9 38.53 6.3570 0.001 243 28-9 6 10-0 120 55.363 0.000040 245 28-9 28.86 6.3570 10'-O 0.000 245 28-9 6 (See Notes) 101 0 120 55.363 P0(378%) 37-8% 0.000019 247 28-9 19.65 6.3570 47-8% 0.001 247 28-9 6 (See Notes) 101 0 120 55.364 P0(37-8%) P0(37-8%) 0.000005 249 28-9 9.81 6.3570 85-5% 0.000 249 28-9 2 (See Notes) 14331/2 120 55.364 21(12-3%), P0(12-3%) 36-11 0.001041 0.434 250 27-9 9.81 2.1570 180'-2% 0.188 250 27-9 4 10-0 120 55.985 0.000038 248 27-9 9.81 4.2600 10,-0 0.000 © M.E.P.CAD, Inc. FIJI AutoSPRINK 2018 04.4.5.0 02 - UNDER MEZZANINE 6/17/2022 9:30:30AM Page 8 Job Name: IFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I El v1 e (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as .npp,tiupu&,ip Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID __________ Total (Foot) ________________ Friction(Pf) 248 27'-9 9.84 4 (S ee Notes) 541/2 120 55.986 Flow (q) from Route 41 301 0.000137 301 27'-9 19.65 4.2600 5-4% 0.001 301 27-9 4 2'-9 120 55.987 0.000137 2-9 246 27-9 19.65 4.2600 0.000 246 27'-9 9.20 4 11-10% 120 55. 987 Flow (q) from Route 44 0.000279 244 27'-9 28.86 4.2600 11-10% 0.003 244 27'-9 9.67 4 101-0 120 990 Flow (q) from Route 36 0.000475 242 27-9 38.53 4.2600 0.005 242 27-9 9.83 4 8-1% 120 55.995 Flow (q) from Route 46 0.000724 240 27'-9 48.36 4.2600 8-1% 0.006 240 27'-9 10.01 4 10-0 120 001 Flow (q) from Route 22 .0.001025 238 27-9 58.36 4.2600 10,-0 0.010 238 27'-9 10.79 4 10-0 120 56. 011 Flow (q) from Route 43 0.001403 236 27-9 69.15 4.2600 10-0 0.014 236 27-9 10.43 4 10,-a 120 56.025 Flow (q) from Route 45 0.001820 10-0 234 27'-9 79.59 4.2600 0.018 234 27-9 9.09 4 0.002223. 10-0 120 56.043 Flow (q) from Route 28 232 27'-9 88.68 4.2600 10-0 0.022 232 279 7.77 4 10-0 120 56. 066 Flow (q) from Route 37 0.002596 230 27'-9 96.44 4.2600 10,-0 0.026 230 27-9 6.45 10-0 120 56.092 Flow (q) from Route 40 0.002926 10,-a 228 27'-9 102.89 4.2600 0.029 ,©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.4.5.O 02- UNDER MEZZANINE 6/17/2022 9:30:30AM Page Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID To (Foot) Friction(Pf) 228 27-9 5.09 4 10-0 120 56.121 Flow (q) from Route 29 0.003200 226 27-9 107.98 4.2600 10-0 0.032 226 27-9 3.56 4 10-0 120 56.153 - Flow (q) from Route 38 0.003398 224 27-9 111.54 4.2600 10,-a 0.034 224 27-9 1.35 4 10,-0 120 56.187 Flow (q) from Route 31 0.003474 222 27-9 112.89 4.2600 10,-U 0.035 222 27-9 2 (See Notes) 146-21/2 120 56.222 P0(12-3%) T(12-3%), 2P0(12'-3%) 49-2% 0.000100 -0.434 221 28'-9 2.77 2.1570 194-5% 0.020 55.808 Total(Pt) Route 21 239 28-9 58.36 2 (See Notes) 1 141-10% 120 55.361 Route 22 ..... P0(12-3%), Flow (q) from Route 35 2T(12'-3%), P0(12-3%) 49-2% 0.001080 -1 0.434 ______________ 240 27-9 10.01 2.1570 I 191 0.206 56.001 Total(Pt) Route 22 212 27-9 4 101-0 120 56.358 ••••• Route 23••••• 0.001604 210 27'-9 74.34 4.2600 10-0 0.016 210 27-9 4 (See Notes) 11'8 120 56.374 EE(5-3) 6-3 0.001184 . 208 27'-9 63.08 4.2600 16-11 0.020 208 27-9 4 13-5% 120 56.394 0.000775 206 27-9 50.19 4.2600 13-5% 0.010 206 27-9 4 13-5% 120 56.404 0.00Q414 204 27-9 35.74 4.2600 13-5% 0.006 204 27'-9 2 (See Notes) 11631/2 120 56.410 P0(12-3%) 2T(12'-3%), P0(12-3%) 49'-2% 0.002698 -0.434 203 28-9 16.41 2.1570 165-6 0.446 - 56.423 Total(Pt) Route 23 (,.©M.E.P.CAD, Inc. 111 AutoSPRlNK2O18v14.4.5.O 02- UNDER MEZZANINE 6/17/2022 9:30:30AM Page 10 Job Name: TFS PHASE 2 - CP-3 GOLD RUSH T.I. Remote Area Number: #2- UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 214 27-9 92.70 2 (See Notes) [ 142-0% 120 56.337 . Route 24 ..... P0(12-3%), Flow (q) from Route 26 2T(12-3%), P0(12-3%) 4921/ 0.000798 -3 -0.434 ______________ 213 28'-9 8.50 2.1570 I 191 0.153 56.056 Total(Pt) Route 24 214 27'-9 92.70 4 10-0 120 56.337 ••"• Route 25 ..... Flow (q) from Route 26 0.002020 212 27-9 84.20 4.2600 10,-a 0.020 212 27-9 2 (See Notes) 140'6 120 56.358 P0(12-3%) 2T(12'-3%), P0(12-3%) 49-2% 0.001051 -0434 211 28-9 9.86 2.1570 189-9 0.199 56.123 Total(Pt) Route 25 218 27'-9 4 10-0 120 56.286 Route 26 ..... 0.002769 216 27-9 99.87 4.2600 10-0 0.028 216 27'-9 4 10-0 120 56.313 0.002413 214 27'-9 92.70 4.2600 10-0 0.024 56.337 Total(Pt) Route 26 222 27-9 2.77 4 10-0 120 56.222 "•• Route 27••••• Flow (q) from Route 21 0.003318 220 27'-9 110.12 4.2600 10-0 0.033 220 27-9 4 10-0 120 56.255 0.003076 218 27'-9 105.69 4.2600 10-0 0.031 218 27'-9 2 (See Notes) 144'J% 120 56.286 P0(12-3%) 2T(12-3%), P0(12-3%) 49-2% 0.000397 -0.434 217 28-9 5.83 2.1570 193-10% 0.077 55.929 Total(Pt) Route 27 233 28-9 2 (See Notes) 14210% 120 55.436 ••••• Route 28 ..... P0(12-3%) 2T(12'-3%), P0(12-3%) 49-21/2 0.000904 0.434 234 27-9 9.09 2.1570 192-1 0.174 56.043 Total(Pt) Route 28 . © M.E.P.CAD, Inc. Ija AutoSPRINK 2018 04.4.5.0 92 - UNDER MEZZANINE 6/17/2022 9:30:30AM Page 11 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Elev Node I (Foot)) _______ K-Factor step dded 7th Nominal ID Fittings & Devices Equiv. Length (Foot) Length C Factor Total(Pt) (Foot) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 227 28-9 2 (See Notes) 144-0% 120 55.628 Route 29 ..... P0(12-3%) 2T(12'-3%), P0(12-3%) 49-2% 0.000309 0.434 228 27-9 5.09 2.1570 193-3 0.060 56.121 Total(Pt) Route 29 216 27'-9 2 (See Notes) 143'5 120 56.313 Route 30 ..... P0(12-3%) 2T(12'-3%), P0(12-3%) 49-2% 0.000582 -0.434 215 28'-9 7.16 2.1570 192-8 0.112 55.992 Total(Pt) Route 30 223 28'-9 2 (See Notes) 144-10% 120 55.748 Route 31••••• P0(12-3%) 2P0(12-3%), T(12'-3%) 49-2% 0.000027 0.434 224 27-9 1.35 2.1570 194-1 0.005 56.187 Total(Pt) Route 31 208 27'-9 . 2 (See Notes) 134-2 120 56.394 ..... Route 32 ..... P0(12-3%) E(6-2), T(12-3%), P0(12-3%) 43-1 0.001724 -0.434 207 28-9 12.89 2.1570 177-3 0.306 56.266 Total(Pt) Route 32 204 27-9 16.41 4 (See Notes) 13-5% 120 56.410 .... Route 33 ..... Flow (q) from Route 23 P0(26-4) 26-4 0.000133 202 27-9 19.33 4.2600 39-9% 0.005 202 27-9 2 (See Notes) 1074 120 56.415 2T(12'-3%), P0(12-3%) 36-11 0.003650 -0.434 201 28-9 19.33 2.1570 144-3 0.527 56.508 Total(Pt) Route 33 220 27'-9 2 (See Notes) 145'7 1 120 56.255 Route 34 ..... P0(12-3%) 2T(12'-3%), P0(12-3%) 49'-2% 0.000239 -0.434 219 28'-9 4.43 2.1570 194-10 0.046 55.868 Total(Pt) Route 34 401 28-9 476.60 6 8-7 120 55.358 ••••• Route 35••••• Flow (q) from Route 1 0.000200 237 28'-9 69.15 6.3570 8-7 0.002 237 28'-9 6 10-0 120 55.360 0.000146 239 28'-9 58.36 6.3570 10,-0 0.001 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 92 - UNDER MEZZANINE 6/17/2022 9:30:30AM Page 12 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID s s Device Fitting & Equiv. Length (Foot) Length (Foot) __________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction (psi) Loss Per unit Elev(Pe) Node 2 Elev 2 (Foot) Tol Flow (Q) Actual ID Total (Foot) Friction(Pf) 55.361 j Total(Pt) Route 35 j 243 28-9 2 (See Notes) I 1422 120 55.363 ••••• Route 36 ..... P0(12-3%) 2T(17-31/2), P0(12-3%) 49-2% 0.001 014 0.434 244 27-9 9.67 2.1570 1 191-5 0.194 55.990 Total(Pt) Route 36 231 28-9 2 (See Notes) T 143'5 120 55.502 Route 37..... P0(12-3%) 2T(12-3%), P0(12-3%) 49-2% 0.000676 0.434 232 27-9 7.77 2.1570 1 19271,4 0.130 56.066 Total(Pt) Route 37 225 28-9 2 (See Notes) T 144'-5% 120 55.688 Route 38..... P0(12-3%) 2T(12-3%), P0(12-3%) F 4921/2 0.000160 0.434 226 27-9 3.56 2.1570 1 193-8 0.031 56.153 Total(Pt) Route 38 206 27-9 2 (See Notes) 1 125-21/2 120 56.404 ..... Route 39 ..... P0(12-3%) 2T(12'-3%), P0(12-3%) 49-2% 0.002130 -0.434 205 28-9 14.45 2.1570 1 174-5% 0.372 56.342 Total(Pt) Route 39 229 28-9 2 (See Notes) J 143-7% 120 55.566 Route 4O..... P0(12-3%) 2T(12'-3%), P0(12-3%) r 49- 2% 0.000479 ¼ 0.434 230 27-9 6.45 2.1570 192-10 1 0.092 56.092 Total(Pt) Route 40 247 28-9 9.81 2 (See Notes) 142'10% 120 55.364 Route 4I..... Flow (q) from Route 21 2T(12-3%), P0(12-3%) 36-11 0.001048 0.434 248 27-9 9.84 2.1570 179-10 0.188 55.986 Total(Pt) Route 41 210 27-9 2 (See Notes) 1390 120 56.374 ••"• Route 42 ..... P0(12-3%) 2T(12-3%), P0(12-3%) 49-2% 0.001344 -0.434 209 28-9 • 11.26 2.1570 188-2% 0.253 56.193 Total(Pt) Route 42 237 28-9 2 (See Notes) 32-4 120 55.360 1 Route 43 ..... P0(12-3%) T(12'-3%) 24-7% 0.001242 -1.341 I 500 31-10 10.79 2.1570 56-11% I 0.071 © M.E.P.CAD, Inc. Auto SPRINK 2018 v14.4.5.O #2 - UNDER MEZZANINE 6/17/2022 9:30:30AM Page 13 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE Date: 6/17/2022 Pipe Information Elev I Flow added Fittings & Length C Factor Total(pt)Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Poand shown as 500 31'-10 2 26-4 120 54.089 0.211 501 3141/2 6.57 2.1570 0.000496 26-4 0.013 501 31-4% 4.22 2 (See 83's% 120 54.313 Flow (q) from Route 47 24-7% 1.564 Notes) 238 27-9 10.79 2.1570 0.001242 T(17-31/2), P0(12-3%) 108-1 0.134 56.011 Total(Pt) Route 43 245 28-9 2 (See 144-5 120 55.363 Route 44 ..... P0(12-3%) 61-6% 0.434 Notes) 246 27-9 9.20 2.1570 0.000925 2T(12-3%), 2E(6-2), P0(12-3 205-111/2 0.190 _____ %) 55.987 Total(Pt) Route 44 235 28-9 2 (See 142'6 J 120 55.368 Route 45 ..... P0(12-3%) 49-2% 1 0.434 Notes) 236 27-9 10.43 2.1570 0.001166 2T(12'-3%), P0(12-3%) 191-9 0.224 56.025 Total(Pt) Route 45 241 28-9 2 (See 141-10% J 120 55.362 Route 46 ..... P0(12-3 %) 49-2% 0.434 Notes) 242 27-9 9.83 2.1570 0.001044 2T(12'-3%), P0(12-3%) 191-1 0.200 55.995 Total(Pt) Route 46 500 31-10 2" (See 30-4 1 120 54.089 .Route 47 ..... fT(1 0-5%) 29-6% t 0.211 Notes) 501 31-4% 4.22 2.1570 0.000218 2fE(4'-3%), fT(10-5%) 59-10% 0.013 54.313 Total(Pt) Route 47 4 -3-0 379.79 8 (See 2851'7 150 77.962 Route 48 ..... Flow (q) from Route 1 . 158-3 Notes) 2 4-0 165.96 7.7100 0.000261 4EE(11'-6), E(22-111/2), 2T(44' 3009-10 0.785 _________ -8) 78.747 Total(Pt) Route 48 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 02 - UNDER MEZZANINE 6/17/2022 9:30:30AM Page 14 Job Name: TFS PHASE 2 - CP-3 GOLD RUSH TI. Remote Area Number: #2- UNDER MEZZANINE Date: 6/17/2022 I Equivalent Pipe Lengths of Valves and Fittings (C120 only) Value Actual Inside Diameter 4.87 Value Of 100 130 140 150 I \ =Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap / , © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 02 - UNDER MEZZANINE 6/17/2022 9:30:29AM Page 15 I IL 60 135 120 105 90 U) 0 .75 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE 150- 45 30 15 Water Supply Summary Sheet Node:1 - - —Static Pressure 117.900 195.76 c 115.737 /95.76 @ 78.762 0O____ System demand cue IafljIIIIIIIII 111111111 111111111 11111111 III I II I I I I I I I I I I I I I I I I I I I Hydraulic Graph N 1.85 Date: 6/17/2022 3200 4000 4800 5600 6400 7200 8000 Flow - gpm IM..© M.E.P.CAD, Inc. 6§1 AutoSPRINK 2018 04.4.5.0 6/17/2022 9:29:59AM Page 1 Job Name: TFS PHASE 2- CP-3 GOLD RUSH T.I. Remote Area Number: #2 - UNDER MEZZANINE BOR Summary Sheet 135-I - 120— Static Pressure 117.900 45.76 @ 115.737 105H - 90-_ (n - 75 - ______ _________ ___________ 60.00 @ 73.800 60— 545.76©69.519 60—T 45 S stem demand curve 30- 15 _____ MIII 111111111 111111111 111111111 111111 I I I I I I I I 800 1600 2400 3200 4000 4800 5600 6400 7200 8000 Flow - gpm ,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 6/17/2022 9:29:59AM Page 2 Hydraulic Graph N 1.85 Date: 6/17/2022 Contractor: Address: Phone: Pang8usinessWoddde Licence: Project Address: TFS- Gold Rush-PH 3 5781 Van Allen Carlsbad, California 92008 Inh 1k ,71 -,ArQR-n9 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components 106" (3.2 m) TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length Diameter of Brace 1" Fig. 1001 Clamp 1200 lbs (544 kg) 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch.40 Fig.825 Along Beam 630 lbs (286 kg) Angle of Brace 450 Mm. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTm components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LJR Value 300 Max Horizontal Load 582 lbs (264 kg) Other Requirements - FM Approved Loads Fastener Information Orientation to Connecting Surface NFPA Type H Fastener Type Fig.825 Along Beam Diameter N/A Length N/A Maximum Load 630 lbs (286 kg) Brace Identification on Plans BRI Prying Factor Brace Type Lateral [X] Longitudinal [ ] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5034 Diameter Type Length Total Length Weight Per Unit Length 140 1 11.78 Total Weight 4 (100 mm) Sch. 10 40 ft (12.2 m) ft (12.2 m) lb/ft (17.53 kg/m) 471 lbs (214 kg) Subtotal Weight 471 lbs (214 kg) - Wp (incl. 15%) 542 lbs (246 kg) Main Size Type/Sch. 4 - Sch. 10 Spacing (ft) 40 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 273 lbs (124 kg) 769 lb (348 kg) I iJIorece version or use or u UL-brace- is suoject to terms ana conautuons per rue ena user license agreement I %JL.LJI ci'., jiI I II'., clILUIQIflJII TFS- Gold Rush-PH 3 5781 Van Allen Way Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 21-3596-02 BRI NFPA Type H 4" Sch.10 Steel Pipe 40' 0" (12.19 m) Lateral 1" Sch.40 10' 6" (3.2 m) 300 450 Fig.825 Along Beam N/A Powei*g 8uskessikM*ie Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 140 ft (12.2 m) G-Factor Used 0.5034 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 273 lbs (124 kg) Material Capacity 582 lbs (264 kg) Fastener Capacity 1389 lbs (630 kg) Fig. 1001 Clamp . 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member (E) BAR JOIST Calculations prepared by Grant Coito The description of the Structural Member is for informational purposes only. TOLBrace software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace"" 8 Visit us at www.tolco.com Contractor: Project Address: TFS- Gold Rush-PH 3 Address: 5781 Van Allen Way Phone: Carlsbad, California 92008 Licence: Jnh it 21-cQRn9 Calculations based on 2016 NFPA Pamphlet #13 FmiTON Powenng 8usèwss Wotidwide Brace Information TOLCO TM Brace Components TOLCOTM Component Listed Load Adjusted Load 10'6"(3.2m) Maximum Brace Length Diameter of Brace 1" Fig. 4L Clamp 730 lbs (331 kg) 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch.40 Fig.825 Across Beam 1360 lbs (617 kg) Angle of Brace 450 Mm. *Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for TOLCOIM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42 (11 mm) Seismic Brace Assembly Detail LJR Value 300 TOLCO FIG. 825 Max Horizontal Load 582 lbs (264 kg) SWAY BRACE JOIST BAR ATTACHMENT Other Requirements - FM Approved Loads TOLCO FIG. 980 UNIVERSAL SWAY BRACE U Fastener Information ATTACHMENT oI STEEL PIPE Orientation to Connecting Surface NFPA Type E Fastener Type Fig.825 Across Beam Diameter N/A TOLCO FIG. 4L PIPE CLAMP FOR SWAY BRACING ,. Length N/A -' Maximum Load 1360 lbs (617 kg) 0 Brace Identification on Plans BR2 Prying Factor N/A Brace Type Lateral [] Longitudinal [X] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5034 Diameter Type Length Total Length Weight Per Unit Length 1 80 Total Weight 4" (100 mm) Sch. 10 80 ft (24.4 m) ft (24.4 m) 11.78 lb/ft (17.53 kg/m) 942 lbs (427 kg) Subtotal Weight 942 lbs (427 kg) Wp (incl. 15%) 1083 lbs (491 kg) Main Size Type/Sch. Spacing (ft) 4" Sch. 10 80 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 545 lbs (247 kg) N/A -- o wbe UI I.jLerece us suojeco 00 terms ariu couiuutioiis per uie ena user uucense agreement I '.dILI QI#V %X91011 11%o %cll,UlQtiji I TFS- Gold Rush-PH 3 Job # 21-3596-02 5781 Van Allen Way Powering 8us1noss WthMie Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener BR2 NFPA Type E 4" Sch.10 Steel Pipe 80'0" (24.38 m) Longitudinal 1' Sch.40 10' 6" (3.2 m) 300 450 Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 180 ft (24.4 m) G-Factor Used 0.5034 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 546 lbs (248 kg) Material Capacity 582 lbs (264 kg) Fastener Capacity 2998 lbs (1360 kg) Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member (E) BAR JOIST Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes only. TOLBraceTm software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com Contractor: Project Address: TFS- Gold Rush-PH 3 Address: Ei.N 5781 Van Allen Way Phone: Powering8us/nessWo,fdwkie Carlsbad, California 92008 Licence: Job #21-3596-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length 10'6" (3.2 m) Diameter of Brace 1" Fig. 1001 Clamp 1200 lbs (544 kg) 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch.40 Fig-825 Across Beam 1360 lbs (617 kg) Angle of Brace 450 Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LIR Value 300 Max Horizontal Load 582 lbs (264 kg) TOLCO FIG. 825 BAR JOIST SWAY BRACE ATTACHMENT Other Requirements - FM Approved Loads TOLCO FIG. 980 Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT 0 Orientation to Connecting Surface NFPA Type E STEEL PIPE Fastener Type Fig.825 Across Beam / Diameter N/A + / Length N/A Maximum Load 1360 lbs (617 kg) TOLCO FIG. 1001 / FAST CLAMP Brace Identification on Plans BR3 Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5034 Diameter Type Length 140ft(12.2m) Total Length Weight Per Unit Length 17.94 Total Weight 3" (80 mm) Sch. 10 40 ft (12.2 rn) lb/ft (11.82 kg/m) 318 lbs (144 kg) Subtotal Weight 318 lbs (144 kg) Wp (incl. 15%) 366 lbs (166 kg) Main Size Type/Sch. 3• Sch. 10 Spacing (ft) 40 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 184 lbs (84 kg) 454 lb (205 kg) iuerace version o} use Of I OLrace is suoject to terms and conditions per the end user license agreement I JILI Q'# JII I II'., %#QiL,UitiIIJi I TFS- Gold Rush-PH 3 5781 Van Allen Way Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 21-3596-02 BR3 NFPA Type E 3" Sch.10 Steel Pipe 40 0" (12.19 m) Lateral 1" Sch.40 10 6" (3.2 m) 300 450 Fig.825 Across Beam NIA ET.N Povi&ng 8us1aess libnM*Je Summary of Pipe within Zone of Influence 3" Sch.10 Steel Pipe (76.2 mm) 140 ft (12.2 m) r G-Factor Used 0.5034 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 184 lbs (83 kg) Material Capacity " 582 lbs (264 kg) Fastener Capacity 2998 lbs (1360 kg) Fig. 1001 Clamp 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member (E) Barjoist Calculations prepared by Grant Coito "The description of the Structural Member is for informational purposes only. TOLBrace software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace"" 8 Visit us at www.tolco.com Contractor: Address: Phone: 8usie ths Licence: I Project Address: TFS- Gold Rush-PH 3 5781 Van Allen Way Carlsbad, California 92008 Irh 91'ORfl Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components 106 TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length (3.2 m) Diameter of Brace 1" Fig. 4L Clamp 730 lbs (331 kg) 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch.40 Fig.825 Along Beam 630 lbs (286 kg) Angle of Brace 450 Min. *Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for TOLCO components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail URValue 300 Max Horizontal Load 582 lbs (264 kg) Other Requirements - FM Approved Loads TOLCO FIG. 980 Fastener Information Orientation to Connecting Surface NFPA Type H BRACE PIPE Fastener Type Fig.825 Along Beam TOLCO FIG. 825 Diameter N/A ........_. TOLCO FIG. 4L Length N/A (..-.-....-............ / Maximum Load 630 lbs (286 kg) (. Brace Identification on Plans BR4 Prying Factor N/A Brace Type Lateral[ ] Longitudinal [X] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp 0.5034 Diameter Type Length 1 80 Total Length Weight Per Unit Length 17.94 Total Weight 3" (80 mm) Sch. 10 80 ft (24.4 m) ft (24.4 m) lb/ft (11.82 kg/m) 635 lbs (288 kg) Subtotal Weight 635 lbs (288 kg) Wp (incl. 15%) 730 lbs (331 kg) Main Size Type/Sch. Spacing (ft) 3" Sch. 10 80 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 368 lbs (167 kg) N/A uJI..orace version oi use or u vI.brace - Is suoject to terms ana conaiuons per me ena user license agreement I %#I..I.I jii I IlL, ClILUIQIIJI I IFS- Gold Rush-PH 3 5781 Van Allen Way Brace Identification Brace Type (Per NFPA#13) Braced Pipe (It) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 21-3596-02 BR4 NFPA Type H 3" Sch.10 Steel Pipe 80'0" (24.38 m) Longitudinal 1" Sch.40 10' 6(3.2 m) 300 450 Fig.825 Along Beam N/A I LT.N Powe,kq&isiness wmwe Summary of Pipe within Zone of Influence 3" Sch.10 Steel Pipe (76.2 mm) 180 ft (24.4 m) G-Factor Used 0.5034 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 368 lbs (167 kg) Material Capacity 582 lbs (264 kg) / Fastener Capacity 1389 lbs (630 kg) Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member (E) Barjoist Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes only. T0LBraceTM software calculates the brace assembly Only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com Contractor: Project Address: TFS- Gold Rush-PH 3 Address: FIN 5781 Van Allen Way Phone Powernig Business Woddwide Carlsbad, California 92008 Licence: Job # 21-3596-02 -- IdIIUIdUUII5 Ud5VU VII LU IU IrrM raMpniet F I.) Brace Information TOLCOTM Brace Components 106 TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length (3.2 m) Diameter of Brace 1" Fig. 1001 Clamp 1130 lbs (513 kg) 1130 lbs (513 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch.40 Fig.825 Along Beam 630 lbs (286 kg) Ac° . Angle of Brace '' *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LJR Value 300 Max Horizontal Load 582 lbs (264 kg) I..... HE Other Requirements - FM Approved Loads j Fastener Information TOLCO FIG. 980 © Orientation to Connecting Surface NFPA Type H Fastener 7 \ * Type Fig.825 Along Beam / / TOLCO FIG. 825 Diameter N/A Length N/A BRACE PIPE Maximum Load 630 lbs (286 kg) Brace identification on Plans BR5 Prying Factor N/A Brace Type Lateral [Xl Longitudinal [ ] 4-Way Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5034 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5' (65 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 rn) 15.89 lb/ft (8.77 kg/m) 236 lbs (107 kg) Subtotal Weight 236 lbs (107 kg) Wp (incl. 15%) 271 lbs (123 kg) Main Size Type/Sch. 2.5" Sch. 10 Spacing (ft) 40 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 137 lbs (62 kg) 301 lb (136 kg) I uorace version at use OT I uurace ' is suoject to terms and conditions per me end user license agreement I %00 1116.1116JI Q%Olu %JV101111%P #cii.,u.auuuu. TFS- Gold Rush-PH 3 5781 Van Allen Way Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 21-3596-02 BRS NFPA Type H 2.5" Sch.10 Steel Pipe 40 0" (12.19 m) Lateral 1" Sch.40 10' 6" (3.2 m) 300 450 Fig.825 Along Beam N/A EXON Ftweiing Business i*i/e Summary of Pipe within Zone of Influence 2.5 Sch.10 Steel Pipe (63.5 mm) 140 ft (12.2 m) G-Factor Used 0.5034 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 136 lbs (62 kg) Material Capacity 582 lbs (264 kg) Fastener Capacity 1389 lbs (630 kg) Fig. 1001 Clamp 1130 lbs (513 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member (E) Barjoist Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrac&" 8 Visit us at w'ew.tolco.com F.TN 5781 Van Allen Way POW WoikM.*J6 Phone: Carlsbad, California 92008 Licence: Job #21-3596-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components lfV " TOLCOTM Component Listed Load Adjusted Load Project Address: TFS- Gold Rush-PH 3 Contractor: Address: maximum brace engtn ------- ( "-' '' '•' "V Diameter of Brace 1" Type of Brace Sch.40 Angle of Brace 450 Mm. Least Rad. of Gyration 0.42" (11 mm) L/RValue 300 Max Horizontal Load 582 lbs (264 k9) Other Requirements - FM Approved Loads Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Fig.825 Across Beam Diameter N/A Length N/A Maximum Load 1360 lbs (617 kg) Prying Factor N/A Fig. 4L Clamp 1180 lbs (535 kg) 1180 lbs (535 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Fig.825 Across Beam 1360 lbs (617 kg) "Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail TOLCO FIG. 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG. 980 -:::::::R UNIVERSAL SWAY BRACE ATTACHMENT STEEL TOLCO FIG. 4L PIPE CLAMP FOR SWAY BRACING Brace Identification on Plans BR6 Brace Type Lateral [ ] Longitudinal [X] 4-Way Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.5034 - Diameter Type Length 180 Total Length Weight Per Unit Length 15.89 Total Weight 2.5 (65 mm) Sch. 10 80 ft (24.4 m) ft (24.4 m) lb/ft (8.77 kg/m) 471 lbs (214 kg) Subtotal Weight 471 lbs (214 kg) Wp (incl. 15%) 542 lbs (246 kg) Main Size Type/Sch. 2.5" Sch. 10 Spacing (ft) 80 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 273 lbs (124 kg) N/A 4 uvrace - version iS) use or ioLbrace is subject to terms and conditions per the end user license agreement I ..#l—LI Q%# iJII I II., %#QI.#UIQLIUI I TFS- Gold Rush-PH 3 5781 Van Allen Way Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 21-3596-02 BR6 NFPA Type E 2.5 Sch.10 Steel Pipe 80'0" (24.38 m) Longitudinal 1" Sch.40 10 6" (3.2 m) 300 450 Fig.825 Across Beam N/A Powenng 8usinessWo,fdwde Summary of Pipe within Zone of Influence 2.5' Sch.10 Steel Pipe (63.5 mm) 180 ft (24.4 m) G-Factor Used 0.5034 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 273 lbs (124 kg) Material Capacity 582 lbs (264 kg) Fastener Capacity 2998 lbs (1360 kg) Fig. 4L Clamp 1180 lbs (535 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member (E) Barjoist Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes Only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com Project Address: TFS- Gold Rush-PH 3 ET.N 5781 Van Allen Way PowethgBusinessWrnM*ie Phone: Carlsbad, California 92008 Licence: Job #21-3596-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components 7' CV' ') 1 A m TOLCOTM Component Listed Load Adjusted Load n.:... . (\ Contractor: Address: Fig. 1001 Clamp ,1200 lbs (544 kg) 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Fig.828 Across Beam 2220 lbs (1007 kg) *Calculation Based on CONCENTRIC Loading *please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail Maximum DIdLe LW1LIt Diameter of Brace 1" Type of Brace Sch.40 Angle of Brace 450 Mm. Least Rad. of Gyration 0.42" (11 mm) L/RValue 200 Max Horizontal Load 1310 lbs (594 kg) Other Requirements - FM Approved Loads Fastener Information Orientation to Connecting Surface NFPA Type B Fastener Type Fig.828 Across Beam Diameter N/A Length N/A Maximum Load 2220 lbs (1007 kg) Prying Factor N/A Brace Identification on Plans BR7 Brace Type Lateral [X] Longitudinal [ ] 4-Way [] Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.5034 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3' (80 mm) Sch. 10 40 ft (12.2 rn) 40 ft (12.2 rn) 7.94 lb/ft (11.82 kg/m) 318 lbs (144 kg) 1.5 (40 mm) Sch. 10 60 ft (18.3 rn) 60 ft (18.3 rn) 3.04 lb/ft (4.52 kg/m) 182 lbs (83 kg) Subtotal Weight 500 lbs (227 kg) Wp (incl. 15%) 575 lbs (261 kg) Main Size 3 Type/Sch. Sch. 10 Spacing (ft) 40 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 289 lbs (131 kg) 454 lb (205 kg) a. of use vi u t,IDrace 15 suojeco tu terms any cunauuuns per tue enu user uucense agreement I WL.Lil Q'., JII I II.# %01'.#uiøiiUi I TFS- Gold Rush-PH 3 5781 Van Allen Way Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load ,Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 21-3596-02 BR7 NFPA Type B 3" Sch.10 Steel Pipe 40 0" (12.19 m) Lateral 1" Sch.40 70" (2.13 m) 200 450 Fig.828 Across Beam N/A POW&flgButhess WmMdé Summary of Pipe within Zone of Influence 3" Sch.10 Steel Pipe (76.2 mm) 7777 40 ft (12.2 m) 1.5 Sch.10 Steel Pipe (38.1 mm) 160 ft(18.3 m) G-Factor Used 0.5034 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 289 lbs (131 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 4894 lbs (2220 kg) Fig. 1001 Clamp 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member (E) STEEL BEAM Calculations prepared by Grant Coito * The description of the Structural Member is for informational purposes Only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com Contractor: Project Address: TFS- Gold Rush-PH 3 Address: Ei.N 5781 Van Allen Way Phone: Carlsbad, California 92008 Licence: Job #21-3596-02 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components TO" (2.134 TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length m) Diameter of Brace 1" Fig. 4L Clamp 730 lbs (331 kg) 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 450 Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO1M components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LIR Value 200 Max Horizontal Load 1310 lbs (594 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Other Requirements - FM Approved Loads STEEL PIPE Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Bolt TOLCO FIG. 4L • PIPE CLAMP FOR Diameter 1/2n. (12 mm) SWAY BRACING ,— -- ,. ,\.. Length N/A Maximum Load 2050 lbs (930 kg) 0 Brace Identification on Plans BR8 Prying Factor N/A Brace Type Lateral [] Longitudinal [X] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.5034 Diameter Type Length Total Length Weight Per Unit Length 180 17.94 Total Weight 3" (80 mm) Sch. 10 80 ft (24.4 m) ft (24.4 rn) lb/ft (11.82 kg/m) 635 lbs (288 kg) Subtotal Weight 635 lbs (288 kg) Wp (incl. 15%) 730 lbs (331 kg) Main Size Type/Sch. - 3" Sch. 10 Spacing (ft) 80 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 368 lbs (167 kg) N/A iuorece - version at - use OT I ULrace is subject to terms and conditions per the end user license agreement i WL.Will at %'0191011 11%o Qi,UiQIIjii TFS- Gold Rush-PH 3 5781 Van Allen Way Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 21-3596-02 BR8 NFPA Type E 3" Sch.10 Steel Pipe 80'0" (24.38 m) Longitudinal 1" Sch.40 70" (2.13 m) 200 450 1/2 (12mm) Bolt N/A ETON Pe,ing8us1aessWoWvdde Summary of Pipe within Zone of Influence 3" Sch.10 Steel Pipe (76.2 mm) 80 ft (24.4 m) G-Factor Used 0.5034 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 368 lbs (167 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 4519 lbs (2050 kg) Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member (E) STEEL JOIST Calculations prepared by Grant Coito "The description of the Structural Member is for informational purposes Only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at w'w.tolco.com - - Western Fire Protection Inc. ThermoFisher Scientific Gold Rush T.I. Ph.2 - CP-3 5781 Van Allen Way Carlsbad, CA 92008 Automatic Wet Fire Sprinkler System 21-3596-02 Product Submittal I 6-17-2022 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 SECTION DESCRIPTION CONTENTS 1. SPRINKLERS GLOBE GL-QR SEMI-RECESSED PENDENT GL5601 VIKING ELO VK530 SR UPRIGHT GLOBE GL-QR UPRIGHT GL8118 RELIABLE G5-56 CONCEALED PENDENT RA3415 VICTAULIC VICFLEX SERIES AH2-CC BRAIDED FLEXIBLE HOSE 2. PIPE & FITTINGS BULL MOOSE SCH 10 & SCH 40 BLACK STEEL PIPE WHEATLAND SCH 10 & SCH 40 BLACK STEEL PIPE VICTAULIC FIRELOCK FITTINGS VICTAULIC FIRELOCK RIGID COUPLING #009N VICTAULIC FIRELOCK RIGID COUPLING #005H VICTAULIC FIRELOCK FLEXIBLE COUPLING #75 VICTAULIC No. 50 CONCENTRIC GROOVED REDUCER VICTAULIC STYLE 920 MECHANICAL-I BOLTED BRANCH OUTLET VICTAULIC STYLE 922 MECHANICAL-I BOLTED BRANCH OUTLET MERIT WELDED OUTLET FITTINGS SMITH COOPER DUCTILE IRON THREADED FITTINGS VICTAULIC FIRELOCK IGS FOR 1" PIPE 3. VALVES WATTS SERIES 709 DCDA BACKFLOW ASSEMBLY GLOBE UMC UNIVERSAL MANIFOLD 4. HANGERS &EQB TOLCO FIG 200 ADJUSTABLE BAND HANGER TOLCO FIG 25 SURGE RESTRAINER TOLCO FIG 100 ALL THREAD ROD TOLCO FIG 980 SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG 4L IN-LINE SWAY BRACE ATTACHMENT TOLCO FIG 1001 SWAY BRACE ATTACHMENT TOLCO FIG 825 BAR JOIST SWAY BRACE ATTACHMENT ERICO CADDY BRANCH LINE RESTRAINT TOLCO FIG 58 THREADED SIDE BEAM BRACKET DeWALT SUSPENDER DUAL-DIRECTIONAL 5. MISCELLANEOUS A. ARGCO FIRE SPRINKLER SPARE HEADBOX B. ARGCO FIRE SPRINKLER IDENTIFICATION SIGNS MATERIALS MAY BE SUBSTITUTED WITH LISTED EQUAL DUE TO PRODUCT AVAILABILITY* Arm 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583• www.globesprinkler.com Technical Support 989-414-2600 techserviceglobesprinkler.com SERIES GL-QR STANDARD COVERAGE, QUICK RESPONSE UPRIGHT, PENDENT & RECESSED PENDENT SPRINKLERS K-FACTOR: 2.8, 4.2, 5.6, 8.0 Semi recessed pendent GENERAL DESCRIPTION at all other ceiling areas Globe Series GL-QR sprinklers are Listed Quick Response sprinklers which utilize a 3mm frangible glass bulb as the thermosensitive operating element. These sprinklers are available in upright, pendent, and recessed pendent orien- tations. They are Listed and Approved as Standard Cover- age sprinklers and are to be installed in accordance with the guidelines of the appropriate Installation Standard being mandated by the AHJ (i.e. NFPA 13; FM 2-0). These sprin- klers are available in various K-factors, temperatures and I UPRIGHT finishes as shown. Recessed escutcheons with either 1/2" or 3/4" vertical adjustment are available (See Approvals Ta- bles for appropriate sprinkler/escutcheon combinations and Wright at Listings). Some pendent models are additionally available flraCks with a special "Seismic" escutcheon to meet the lBC-ASCE/ SEI 7 requirements for use in seismic design categories C, D & E. pq RECESSED PENDENT PENDENT TT RECESSED PENDENT SEISMIC IBC/ASCE/SEI CODES OPERATION FINISHES AND ACCESSORIES Upon exposure to heat such as from a fire, the fluid in the Finishes bulb expands, compressing the air bubble within the bulb. Factory Bronze • Chrome • White Polyester When the air bubble can no longer compress, the fluid ex- Black Polyester - special order pansion causes breakage of the glass bulb, resulting in re- Escutcheons lease of the water seat assembly, and discharge of water Brass • Chrome White Polyester. Black Polyester from the sprinkler. Wrenches Standard • Recess • 112" NPT 3/4" NPT TECHNICAL DATA SIN Upright: GL2815, GL4215, GL5615, GL8115, GL8118 Pendent, Recessed Pendent: GL2801, GL4201, GL5601, GL8101, GL8106 Approvals cULus• FM • LPCB • CE See Approval Tables Maximum Working Pressure 175 psi (l2bar) Factory tested to 500 psi (34 bar) Minimum Operating Pressure 7 psi (48 kPa) Temperature Rating See Approval Tables Materials of Construction Frame - bronze Deflector - brass • Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy • Seal - teflon Bulb - glass with alcohol based solution, 3mm Escutcheon Assembly - carbon steel SEP 2019 NOTE: Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be expected when exposed to corrosive atmospheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmo- spheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, humidity, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTE: Users should refer to Globe's web site (wwwglobesprinkler.com) to ensure that the most recent technical literature is being utilized. GFS-1 00 PAGE 1 OF 6 INSTALLATION NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak-tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft-lb. (19.0 Nm) torque for 1/2 inch NPT sprinkler threads; 20 ft-lb. (26.8 Nm) to 3/4 inch NPT threads. Stepi. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench-tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. FIGURE 1: STANDARD SPRINKLER WRENCH 1/2 NPT P/N 325390 %" NPT P/N 312366 FIGURE 2: RECESSED SPRINKLER WRENCH 1/2 NPT P/N 325391 NPT P/N 325401 CARE AND MAINTENANCE Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet (GFS-840) included within each box of sprinklers. This sheet is available on Globe's web site (www.globesprinkler.com). Store sprinklers in a cool, dry place. Exposure to extreme heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). SEP 2019 GFS-100 PAGE 2 OF 6 TABLE A: UPRIGHT SPRINKLER APPROVALS SIN GL2815 GL4215 (1) GL5615 (1) GL8115 * GL8118 (1) ORIENTATION UPRIGHT UPRIGHT UPRIGHT UPRIGHT UPRIGHT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2' (15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4' (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147605 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. DEFLECTOR FRAME COMPRESSION SCREW 2-1/4° BULB (57.1 mm) BULB SEAT WRENCH i LOB j 1/2' NPT 7/16" (11.1 mm) NOMINAL MAKE-IN FIGURE 3: SERIES GL-QR UPRIGHT SPRINKLERS GL2815, GL4215, GL5615, GL8115 SEP 2019 DEFLECTOR FRAME COMPRESSION SCREW 2-7/16° BULB (62 mm) BULB SEAT WRENCH FLAT 3/4" NPT 1/2" (12.7 mm) NOMINAL MAKE-IN FIGURE 4: SERIES GL-QR UPRIGHT SPRINKLERS GL8118 GFS-1 00 PAGE 3 OF 6 TABLE B: PENDENT SPRINKLER APPROVALS SIN GL2801 GL4201 (1) GL5601 " GL8I0I * GL8106 (1) ORIENTATION PENDENT PENDENT PENDENT PENDENT PENDENT K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6(80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 112" (15mm) 1/2" (15mm) 3/4° (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) FM Approved NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c/05 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) CE NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) * FOR RETROFIT USE ONLY (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. SEP 2019 7/16(11.1 mm) NOMINAL MAKE-IN 1/2' NPT WRENCH FLAT BULB 9O1DI $ BULB COMPRESSION SCREW FRAME DEFLECTOR FIGURE 5: SERIES GL-QR PENDENT SPRINKLERS GL2801, GL4201, GL5601, GL8I0I 1/2 (12.7 mm) NOMINAL MAKE-IN 3/4" NPT _ 1 - WRENCH FLAT BULB SEAT 2-7/16" BULB COMPRESSION SCREW FRAME DEFLECTOR FIGURE 6: SERIES GL-QR PENDENT SPRINKLERS GL8106 GFS-1 00 PAGE 4 OF 6 TABLE C: RECESSED PENDENT SPRINKLER APPROVALS SIN GL2801 (2) GL4201 ((2) GL5601 (1)(2) GL8I0I * (1)(2) GL8106 (1)(2)(3) ORIENTATION RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. RECESSED PEND. K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 8.0 (115 metric) 8.0 (115 metric) NPT 1/2" 1/2" 1/2" 1/2" 3/4" HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 135°F (57°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) cULus Listed 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) FM Approved 135°F (57°C) 135°F (57°C) Note: ½" Adjustable Recessed NA NA NA Escutcheon only 200°F (93°C) 200°F (93°C) 135°F (57°C) 135°F (57°C) LPCB 155°F (68°C) 155°F (68°C) Ref. No. 147c/05 NA NA 175°F (79°C) NA 175°F (79°C) 200°F (93°C) 200°F (93°C) 286°F (141°C) 286°F (141°C) 135°F (57°C) 135°F (57°C) "E 5-, NA 155°F (68°C) NA 155°F (68°C) 175°F (79°C) 175°F (79°C) 200°F (93°C) 200°F (93°C) * FOR RETROFIT USE ONLY cULus LISTED CORROSION RESISTANT SPRINKLER WITH POLYESTER COATING cULus / LPCB ICE APPROVED WITH 1/2" ADJUSTABLE AND 3/4" ADJUSTABLE RECESSED ESCUTCHEON FM APPROVED FOR BRASS FINISH ONLY -2 15/16" DIA. 2" DIA. MIN. HOLE IN CEIUI -1 29/32" DIA. REDUCER MAX. . 1/2" AD). MAX. .3/4" ADJ. 1" MIN. 13/4- MAX. FIGURE 7: RECESSED ESCUTCHEON TABLE D: STANDARD ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4"NPT Chrome 325422 325423 Brass 325424 325420 White Polyester 325426-W 325427-W Black Polyester 325426-B 325427-B Stainless Steel 326140 NA 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2"NPT 3/4" NPT Chrome 332071 326040 Brass 332072 326041 White Polyester 332073-W 326042-W Black Polyester 332073-B 326042-B 4 1/2" (114mm)01.8. 37/8" (98mm)- 101mm) DIA. MIN— HOLE IN CEILING 1 2 9L32 (.mmj.biA REDUCER F ILI / 1/8' (3mm) MIN. JA F //1 owe /• 1/2" (12" AD). 7/8" (22mm) MAX 3/4" (19mm) AD). CEILING CUP 1/4-(mm) RETAINER 1" (25mm) MIN. 1 1/2" )38mm( MAX. - 1/2" AD). 1 3/4' (44mm) MAX. 3/4" AD). FIGURE 8: SEISMIC RECESSED ESCUTCHEON Meets IBC-ASCE/SEI 7 Codes for Seismic areas C, D, & E. TABLE E: SEISMIC ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326170 326177 White 326172-W 326178-W 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON (SEISMIC) FINISH 1/2" NPT 3/4" NPT Chrome 326201 326208 White 326203-W 326210-W SEP 2019 GFS-100 PAGE 5 OF 6 TABLE F. PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH xxxx xxx xx IHL I SIN I I I TEMPERATURE GL2815 2815 GL4215 4215 GL5615 5615 GL8115 8115 GL8118 8118 GL2801 2801 GL4201 4201 GL5601 5601 GL8101 8101 GL8106 8106 135 135°F (57°C) 155 155°F (68°C) 4- 175 175-F (79-C) 200 200°F (93°C) 286 286°F(141°C) FINISH / 01 BRONZE All 02 CHROME 03 WHITE POLYESTER 04 1 BLACK POLYESTER ) upright Semi-reCeS pendent Note: All combinations may not be available. Refer to Listing/Approval Tables for available listed combinations. ORDERING INFORMATION SPECIFY: SPRINKLER Quantity SIN Orientation Orifice • NPT• Temperature Rating Finish • Part Number (See TABLE F) ESCUTCHEON Quantity. Finish Part Number (See TABLE D & TABLE E) WRENCH Quantity • Part Number 1/2" NPT Standard ....................325390 3/4" NPT Standard ....................312366 1/2" NPT Recess .....................325391 3/4" NPT Recess .....................325401 GLOBES 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). 4077 Airpark Dr. Standish, Ml 48658 • 989-846-4583 • www.globesprinkler.com Technical Support . 989-414-2600 • techservice@globesprinkler.com SEP 2019 GFS-100 PAGE 6 OF 6 rio it: MS 01 May zuia an iogos nave oeen removea worn me wrench boss. * WARNING: Cancer and Reproductive Harm- www.P65Warnings.ca.gov Page 1 of 5 STANDARD RESPONSE ELO UPRIGHT SPRINKLER N4 ® (vK53o) (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. DESCRIPTION The Viking Standard Response ELO Upright Sprinkler VK530 is a thermosensitive glass bulb spray sprinkler available in several different finishes and temperature ratings to meet design requirements. The special Polyester, PTFE, and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive environments and are listed/approved as indicated in the Approval Charts. The extra-large orifice provides greater flows at lower pressures than standard orifice or large orifice sprinklers. This feature allows reduced pipe sizing for hydraulically calculated sprinkler systems, which require high densities of water. Viking Standard Response Extra-Large Orifice Sprinklers may eliminate the need for a fire pump or reduce the size of the pump if it is required. On existing systems, replacing large orifice sprinklers with extra-large orifice sprinklers may provide the higher densities required to allow an increase in the hazard classifica- tion of an occupancy. Viking standard response sprinklers may be ordered and/or used as open sprin- klers (glass bulb and pip cap assembly removed) on deluge systems. Refer to Ordering Instructions below. LISTINGS AND APPROVALS e®us cULus Listed: Category VNIV FM Approved: Class 2009 Refer to Approval Chart I and Design Criteria on page 3 for cULus Listing require- ments, and refer to Approval Chart 2 and Design Criteria on page 4 for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1992. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 3/4" NPT or 20 mm BSP Nominal K-Factor: 11.2 U.S. (161.3 metric*) *Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-5/16" (58.7 mm) Material Standards: Sprinkler Frame: Brass UNS-C84400 Deflector: Brass UNS-C26000 Bulb: Glass, nominal 5 mm diameter Pip Cap and Insert Assembly: Copper UNS-ClI000 and Stainless Steel UNS-530400 Compression Screw: Brass UNS-C36000 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape For PTFE Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-PTFE Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap-ENT plated Form No. F_010692 19.10.14 Rev 19.1 Replaces Form No. F_010692 Rev 18.2.P65 (Added ENT; updated FM language.) Page 2 of 5 STANDARD RESPONSE ELO UPRIGHT SPRINKLER "44J II(II416i® VK530 (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page. Ordering Information: (Also refer to the current Viking price list.) Order Standard Response Extra-Large Orifice Upright Sprinkler VK530 by first adding the appropriate suffix for the sprinkler fin- ish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, Black PTFE = N, Wax Coated = C, ENT = JN Temperature Suffix (°F/°C): 155°I68° = B, 175°/79° = D, 2000/930 = E, 286°/141° = G, OPEN = Z (PTFE only). For example, sprinkler VK530 with a Brass finish and a 155 °F/68 °C temperature rating = Part No. 09679AB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: A. Standard Wrench: Part No. 05118CW/B (available since 1981). Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat-sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking Standard Response Extra-Large Orifice Upright Sprinkler VK530 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F 010692 19.10.14 Rev 19.1 Page 30f5 STANDARD RESPONSE ELO UPRIGHT SPRINKLER 4.J I Ki ® VK530 (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES .'inkIer Nd M'xtni Ambie I'! Bulb Col , ClassIflcat4on Temperature Rating1 Ceiling Temperature Ordinary (155 °Fj(68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT Corrosion-Resistant Coatings': White Polyester, Black Polyester, and Black PTFE in all temperature ratings. ENT in all temperature ratings except 135°F (57°C). Wax-Coated Brass for sprinklers with the following temperature ratings: 155 °F (68 °C) Lt. Brown Wax 175 °F (79 °C) Brown Wax 200 °F (93 °C) Brown Wax 286 °F (141 °C) Dk. Brown Wax4 Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant and corrosion proofing coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, ENT, and PTFE coatings. For PTFE coated open sprinklers only, the waterway is coated. For all ENT coated sprinklers, the waterway is coated. Wax melting point is 170 °F (76 °C) for 286 °F (141 °C) temperature rated sprinklers. Protective clip Wrench flat 0> 1 ~O5 118 ~CW I Figure 1: Sprinkler VK530 and Wrench I '- 1-3/4" (45 mm) 2-5/16" (59 mm) 3/4" NPT (20 mm) Figure 2: Sprinkler VK530 Dimensions Form No. F_010692 19.10.14 Rev 19.1 Page 4 of 5 STANDARD RESPONSE ELO UPRIGHT SPRINKLER 4J I Ki ® VK530 (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart I (UL) - -Temperature KEY Standard Response Extra Large Orifice Upright Sprinkler VK530 Finish A1X4- scut h If applicable) Maximum 175 PSI (12 Bar) WWP Base Part Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals3 SIN (Refer also to Design Criteria below.) Number' Style NPT BSP U.S. metric2 Inches mm cULus4 NYC 09679 VK530 Upright 3/4" -- 11.2 161.3 2-5/16 58.7 A3, Bi, C2, B4 See Footnote 6. 14819 VK530 Upright -- 20 mm 11.2 161.3 2-5/16 58.7 A3, B1, C2, B4 Approved Temperature Ratings Approved Finishes A - 286 °F (141 °C) 1 - Brass, Chrome, White Polyester', Black Polyester', and Black PTFE5 B - 155°F (68 °C), 175°F (79 °C), 200°F 2 - Wax-Coated Brass (corrosion resistant) (93 °C), and 286 °F (141 °C) 3 - Brass with 200 °F (93 °C) Wax Coating (corrosion resistant); Maximum ambient ceiling temperature = 150 C - 155°F (68 °C), 175 °F (79 °C), and °F (65 °C). 200°F(93°C) 4-ENT5 Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price schedule. 2Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 cULus Listed as corrosion-resistant. 6 Meets New York City requirements, effective July 1, 2008. DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above) cULus Listing Requirements: Standard Response Extra-Large Orifice Upright Sprinkler VK530 is cULus Listed for installation in accordance with the latest edition of NFPA 13 for standard spray upright sprinklers: Designed for use in hazard occupancies up to and including Extra-Hazard Group II with a minimum operating pressure of 7 psi (0.5 bar). Sprinkler VK530 is also cULus Listed for use in High-Piled Storage Occupancies as defined in NFPA 13 with a minimum operating pressure of 7 psi (0.5 bar). The sprinkler installation and obstruction rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care,, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F010692 19.10.14 Rev 19.1 Page 5 of 5 STANDARD RESPONSE '1II(IIS1G l.I:III.ru'7MA ELO UPRIGHT SPRINKLER VK530 (STORAGE-DENSITY/AREA) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page. ,• ;• ppro4Cha(M) KEY Standard Response Extra Large Orifice Upright Sprinkler VK530 F sb A1X tJ oiia.pic.LF ' Maximum 75 PSI (12 Bar) WWP Base Part Thread Size Nominal K-Factor Overall Length FM Approvals' Number' SIN Sprinkler Style NPT BSP U.S. metric' Inches mm (Refer also to Design Criteria below.) 09679 VK530 Upright 3/4" -- 11.2 161.3 2-5/16 58.7 Al, A2 14819 VK530 Upright -- 20 mm 11.2 161.3 2-5/16 58.7 Al, A2 Approved Temperature Ratings Approved Finishes A- 155°F (68 °C), 175°F (79 °C), 200°F (93 °C), and 286°F 1 -Brass and Chrome (141 °C) Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the FM Approvals available at the time of printing. Other approvals may be in process. FM Approved as corrosion resistant. 4'DESIGNC RITE RIA-FM ~(Also refer to Chart 2 above.). 41. FM Approval Requirements: Standard Response Extra-Large Orifice Upright Sprinkler VK530 is. FM Approved as a standard response upright Non-Storage sprinkler, and as a standard response upright Storage sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including 2-0 and 8-9). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_010692 19.10.14 Rev 19.1 Replaces Form No. F_010692 Rev 18.2.P65 (Added ENT; updated FM language.) Concealed pendent with gasket at cleanrooms Bulletin 034 January 2020 Rellmabld Model G5 Series Sprinklers Standard Spray, Flat Concealed Pendent Available with Gasketed Cover Plate Features Standard Coverage, Concealed Pendent (K2.8, 4.2, 5.6, & 8.0 [40, 60, 80, & 115 metric]) Flat concealed cover plate available in a variety of finishes. Available with Stainless Steel Clad cover plate (see Table 3/4-inch (19 mm) cover plate adjustment. Cover plate available with optional gasket. Product Description Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets. The sprinklers are offered with a standard Model G4/ G5 cover plate, a Model G4/G5 cover plate with a Quick- response (OR) gasket, or a Model G4/G5 cover plate with a Standard-response (SR) gasket. Model G5 sprinklers with a gasketed cover plate are intended for use in dust free environments such as clean rooms. Model G5 sprinklers must only be used with the Model G4/G5 cover plate listed or approved with the sprinkler. All Model G5 series sprinklers use a fusible-link operating element. Table A provides a summary of available Model G5 series sprinklers, along with Listing and Approval in-formation for each sprinkler and cover plate combination. Model G5 Series Sprinkler Summary HE:ir" Model G4/G5 Cover Plate Model G4/G5 OR Gasket Cover Plate Model G4/G5 SR Gasket Cover Plate Model G4/G5 Series Sprinkler Cover Plates Sprinkler K-Factor Cover Plate Listings Max. Working Sprinkler Model gpm/psi112 Model and Sensitivity Pressure Identification (LIminIbar1 ) Approvals psi (bar) Number (SIN) G4/G5 cULus OR FM SR G5-28 2.8 175(12) RA3411 G4/G5 OR Gasket cULus OR (40) G4/G5 SR Gasket cULus, FM SR G5 - G542 4.2 (60) cULus OR 175 (12) RA3413 G4/G5 OR Gasket G4/G5 SR Gasket cULus SR cULus OR 250 (17) G5 FM, LPCB, VdS, CE SR 175 (12) ___________________ I G556' 5.6 RA3415 G4/G5'OR Gasket cULus (80) OR 250 (17) - I cULus SR 250 (17) G4/G5 SR Gasket L FM I SR 175 (12) G5-56 300 5.6 G5 cULus OR 300 (21) RA4014 G4/G5 OR Gasket (80) G4/G5 SR Gasket cULus SR G5 - G5 80 8.0 (115) cULus OR 175 (12) RA3412 G4/G5 OR Gasket G4/G5 SR Gasket cULus SR G5-80F 8. 0 (115) G5 FM SR 175 (12) RA3417 G4/G5 SR Gasket www.reliablesprinkler.com Technical Specifications Sprinkler Temperature Ratings Style: Flat Concealed Pendent 165°F (74°C) Threads: /2 NPT or ISO 7-1 RI!2 212°F (100°C) Nominal K-Factor: 2.8 (40 metric) Sensitivity - Max. Working Pressure: 175 psi (12 bar) (See Table B) Material Specifications Cover Plates Fusible Link: Beryllium Nickel Model G4/G5 Sprinkler Body: Brass Alloy Model G4/G5 OR Gasket (cULus only) Levers: Bronze Alloy Model G4/G5 SR Gasket Yoke: Brass Alloy Sealing washer: Nickel with PTFE Cover Plate Finishes Load Screw: Bronze Alloy (See Table I Towers: Copper Alloy Sprinkler Wrench Pins: Stainless Steel Model W3 . . Deflector: Bronze Alloy Model FC Cup: Steel Listings and Approvals cULus Listed (Light Hazard only) FA Approved Model G5-28 Sprinkler Components and Dimensions 2-5/16 (58 mm) Dia. Ceiling I Cover nt 3/4 /G4/Cover Model late 2 Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) —3!16(5mm) 3-5/16(84 mm) Dia. Ceiling Model G5-28 Sprinkler Sensitivity Cover Plate Model Listing or Approval Agency cULus FM G4/G5 01 OR SR G4/G5 OR Gasket / OR G4/G5 SR Gasket SR SR Ur-I. uuIui-rsporise SA: Standard-response IIetin 034 Page 2 of 9 anuary 2020 www.reliabIesprinkler.com Ceiling 3/4 (l9 mm) Max Cover Plate Adiu)Yt Model G4/over Plate ' Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) r3h6'(5 mm) ,4 3-5/16" (84 mm) Dia. Ceiling Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 RI!2 Nominal K-Factor: 4.2 (60 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F(74°C) 212-F (100-C) Sensitivity (See Table C) Cover Plates Model G4/G5 Model G4/G5 OR Gasket Model G4/G5 SR Gasket Cover Plate Finishes (See Table 1) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light Hazard only) Model G5-42 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Model G5-42 Sensitivity Table C Cover Plate Model Listing or Approval Agency cULus G4/G5 OR G4/G5 OR Gasket OR G4/G5 SR Gasket SR un uuIuIc-wspuIis SR: Standard-response etin 034 Page 3of9 uary 2020 Rellabld www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 RI!2 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 175 psi (12 bar) 250 psi (17 bar) (cULus only) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) (cULus, FM, LPCB, CE only) Sensitivity (See Table D) Cover Plates Model G4/G5 Model G4/G5 OR Gasket (cULus only) Model G4/G5 SR Gasket (cULus and FM only) Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) FM Approved LPCB Approved VdS Approved [165°F (74°C) only] CE Listed Model G5-56 Sprinkler Components and Dimensions E!IuI(IC 2-5/16" Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4°(.lg mm) Max. Cover Plate Adjustment Model G4/G5 Cover Plate 3-5/16(84 mm) Dia. 3/16(5 mm) Ceiling Model G5-56 Sensitivity Cover Plate Model Listing or Approval Agency cULus FM LPCB, VdS, CE G4/G5 OR SR SR G4/G5 OR Gasket OR -- -- G4/G5 SR Gasket SR SR -- OR: Quick-response SR: Standard-response Bulletin 034 AiiabI Page 4 of 9 January 2020 www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 Ri!2 Nominal K-Factor: 5.6 (80 metric) Max. Working Pressure: 300 psi (21 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table E) Cover Plates Model G4/G5 Model G4/G5 OR Gasket Model G4/G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions 2-5/16' (58 mm) Dia. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4 (lg mm) Max Cover Plate Adjust Model G4/over Plate ' 3-5/16" (84 mm) Dia. [3/16(5mm) Ceiling Model G5-56 300 Sensitivity Cover Plate Model Listing or Approval Agency cULus G4/G5 OR G4/G5 OR Gasket OR G4/G5 SR Gasket / SR ui-i: uurcK-response SR: Standard-response Page 5 of 9 034 2020 ReIiabI www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 3/4" NPT or ISO 7-1 R3/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity (See Table F) Cover Plates Model G4/G5 Model G4/G5 OR Gasket Model G4/G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling 3/4 (lg mm) Max Cover Plate Adj7(nt Model G4/G/Cover Plate 7 2-5/16 (58 mm) Dia. 3-5/16" (84 mm) Dia. [•3/16(5 mm) fff 74 Ceiling Model G5-80 Sensitivity Cover Plate Model Listing or Approval Agency cULus G4/G5 OR G4/G5 OR Gasket OR G4/G5 SR Gasket / SR ______________________________________________________________________ UN: UulGK-response SR: Standard-response ) n034 . Page 6of9 ry 2020 Rellabld www.reliablesprinkler.com Ceiling Cover Plate Adjust/ 3/4"(l9mm)Max Model G4/GLr Plate 2 2-5/16 (58 mm) Dia. 3-5/16" (84 mm) Dia. Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) Deflector (extended) Ceiling Technical Specifications Style: Flat Concealed Pendent Threads: 3/4" NPT or ISO 7-1 R3/4 Nominal K-Factor: 8.0 (115 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Stainless Steel Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) Sensitivity Standard Response Cover Plates Model G4/G5 Model G4/G5 SR Gasket Cover Plate Finishes (See Table I) Sprinkler Wrench Model W3 Model FC Listings and Approvals FM Approved Model G5-80F Sprinkler Components and Dimensions Model G5-80F Sensitivity Cover Plate Model Listing or Approval Agency FM G4/G5 / / SR G4/G5SR Gasket - - / SR Page 70f9 www.reliablesprinkler.com Installation Dimensions and Cover Plate Information Mm. to Max. Mm. to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Hole Diameter Adjustment to Deflector Temperature Model Inch in Ceiling Inch Ceilingt1) Distance Rating (mm) Inch (mm) Inch below Ceiling °F (mm) (mm) Inch (°C) (mm) G4/G5 3-/16 (84) 135°F3 (57°C) G4/G5 OR 311/16 Gasket') (94) 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (67) (19) (38t057) (6t025) or G4/G5 SR 4 165°F4 Gasket(2) (101 mm) (74°C) Notes: Face of fitting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2' x 1/2" brass nipple extension (Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers. Model G4/G5 OR Gasket and Model G4/G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. Model G4/G5 OR Gasket and Model G4/G5_SR Gasket cover plates and gaskets are not interchangeable. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (380C). For use with 212°F (100°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (660C). Cover Plate Finishest i1•1!1I Standard Finishes I Soecial AoDlication Finishes Chrome Black Paint Custom Color Paint - Specify(2) Raw Brass (Lacquered) Bright Brass Finished Bronze Black Plated Satin Chrome Application Model G5 series sprinklers are standard coverage, flat plate concealed pendent sprinklers. The sprinklers are intended for use in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets, as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are available as either Quick-re- sponse (OR) or Standard-response (SR) depending on the approval agency and cover plate selected. Model G5 series sprinklers use Model G4/G5 flat cover plates Model G4/G5 OR Gasket and G4/G5 SR Gasket cover plates are available to limit air and dust movement through the ceil- ing. Notes: Paint or any other coating applied over the factory finish will void all approvals and warranties. Gaskets for Model GS OR Gasket and Model G4/G5 SR Gasket cover plates are only available in white. Custom color paint is semi-gloss unless specified otherwise. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Alloy on the back side. Cover plates are not listed or approved as corrosion resistant. Listing & Approval Agencies Individual Model G5 series sprinkler may be listed or ap- proved by the following agencies: Underwriters Laboratories, Inc. and UL Canada (cULus) Listing Category: Sprinklers, Automatic and Open Guide Number: VNIV FM Approvals (FM)' Loss Prevention Certification Board (LPCB) VdS SchadenverhUtung GmbH (VdS) EC-Certificate of Conformity 0832-CPD-2062 (CE) See Table A and the individual sprinkler data sheets in this Bulletin for listings and approvals applicable to each sprinkler. Installation Model G5 series sprinklers are intended to be installed in accordance with NFPA 13, FM Global Property Loss Prevention Data Sheets, and the requirements of applicable authorities having jurisdiction. Model G5 series sprinklers must not be installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation. Model G5 series sprinklers are shipped with a wrench-able protective cap that should remain on the sprinkler until the sprinkler system is placed in service following construction. Model G5 series sprinklers can be installed without removing the wrench-able protective cap using the Model W3 wrench. Alternatively, Model G5 series sprinklers can be installed using the Model FC wrench by temporarily removing the protective cap during installation of the sprinkler. The use of any other wrench to installed Model G5 series sprinklers is not permitted and may damage the sprinkler. Fully insert the Model W3 wrench over the cap until it reaches the bottom of the cup, or the Bulletin 034 Page 8 of 9 January 2020 www.reliablesprinkler.com Model FC Model W3 For use with Model G5 Series sprinklers For use with Model G5 Series sprinklers with without wrench-able cap installed wrench-able cap installed Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model W3 and FC wrenches are designed to be turned with a standard 1/2" square drive. Tighten the sprinkler into the fitting after applying a PTFE based thread sealant to the sprinkler's threads. Recommended installation torque is specified in Table J. Installation Torque Recommended Installation Sprinkler Threads I Torque (mm. - ft.Ib I N.m 1/2" NPTor 1S07-1R1/2 1 8-18 1 11-24 3/4" NPTor 1S07-1R3/4 1 14-20 1 19-27 Do not exceed the maximum recommended torque. Exceeding the maximum recommended torque may cause leakage or impairment of the sprinkler. Use care when inserting or removing the wrench from the sprinkler to avoid damage to the sprinkler. Install the cover plate by hand, pushing and then turning the cover in the clockwise direction until it is tight against the ceiling. For Model G4/G5 QR Gasket and Model G4/G5 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt only. Do not glue the gasket in place or allow the gasket to overlap both the cover plate and the flange of the skirt. Maintenance Reliable Model G5 series sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25, as well as the requirements of any Authorities Having Jurisdiction. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. Replace any sprinkler or cover plate which has been painted (other than factory applied). Properly installed Model G5 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Model G5 series sprinklers have holes in the cup that must remain unobstructed. Replace any sprinkler which has been damaged. A stock of spare sprinklers should be maintained to allow quick re- placement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com. Patents Model G5 series sprinklers may be covered by one or more of the following patents: U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327 Ordering Information Specify the following when ordering. Sprinkler Model [G5-28] [G5-42] [G5-56] [G5-56 3001 [G5-80] [G5-80F] Temperature Rating [165°F (740C)] [212°F (1000C)] Threads [NPT or ISO 7-1] Cover Plate Model [G4/G5, G4/G5 OR Gasket, G4/G5 SR Gasket] Finish (See Table I) Sprinkler Wrench Model W3 Model FC psi Bulletin 034 Page 9 of 9 January 2020 www.reliablesprinkler.com Victaulic® VicFlexTM Sprinkler Fittings Ai ta uh c Series AH2 and AH2-CC Braided Flexible Hoses 10.85 Series AH2 CS e ries 1.0 PRODUCT DESCRIPTION Available Sizes by Component Series AH2 1"/DN25 ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes adapter nipple and 5.75/140 mm straight reducer. Series AH2-CC 1'YDN25 ID Braided Hose: 31, 36, 48, 60, 72/790, 915, 1220, 1525, 1830 mm. Note: length includes captured coupling and 5.75/140 mm straight reducer. Connections From Branchline 3/4"/20mm BSPT female thread (\/dS only) 1 1/4"/32mm BSPT female thread (LPCB only) 1725mm NPT or BSPT female Thread 1725mm Grooved IGS (refer to Submittal 10.54 for additional IGS connections) No. 116 CPVC Adapter (1"/25mm Female CPVC Socket x 1725mm Grooved IGS) No. 142 Welded Outlet Style 922 Outlet-T Style 920N Mechanical-T Outlet No. 65 Grooved End of Run Fitting Hose Inlet 1/25mm Grooved IGS 1725mm NPT or BSPT male thread 3/4720mm BSPT male thread (VdS only) 1 14"/32mm BSPT male thread (LPCB only) 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 viCtaulic.com - 10.85 5839 Rev AK updated 03/2021 © 2021 Victaulic Company. All rights reserved. 1 X A—c—taulicr victaulic.com 1.0 PRODUCT DESCRIPTION (CONTINUED) Sprinkler Reducer Sprinkler Connection: ½" and 3/4"/15mm and 20mm NPT or BSPT female thread Straight Lengths: 5.75", 9", 13"/140mm, 230mm, 330mm 90 Elbows Standard Short Low Profile Short Standard Long Low Profile Long (Short elbows typically used with concealed sprinklers. Long elbows typically used with recessed pendent sprinklers) Brackets Style AB2 for suspended and hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment, and installation before most ceiling tiles in place Style A133 for surface mount applications, wood, metal and block walls, or ceilings Style A134 for hard-lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style A135 for hard-lid ceilings and sidewalls, allows for vertical sprinkler adjustment Style AB7 for suspended and hard-lid ceilings Style A137 Adjustable for suspended and hard-lid ceilings Style AB10 for Armstrong® TechZoneTM ceilings Style AB11 for lay-in panel suspended t-grid ceilings or drywall suspended t-grid ceilings, allows for low profile installations (use only with 90° low profile elbows) Style AB12 for suspended and hard-lid ceilings, allows for vertical sprinkler adjustment, and allows for low profile installation down to 47100mm. Style ABBA bracket for suspended, exposed, and hard-lid ceilings Style ABMM bracket for surface mount and stand off-mount applications, wood, metal and block walls, or ceilings and hard-lid ceilings • Strut channel and pipe clamp, not supplied by Victaulic Maximum Working Temperature 225°F/107°C 150°F/650C (No. 116 CPVC Adapter) Maximum Working Pressure 200 psi/1375 kPa (FM Approval) 175 psi/1206 kPa (cULus Listed) 1600 kPa/232 psi (VdS/LPCB Approved) 1.4 MPa (CCCf Approved) 175 psi/1206 kPa (No. 116 CPVC Adapter) Minimum Bend Radius 77178 mm (FM/CCCf Approval) 2751-mm (cULus Listed) 3/76.2 mm (VdS/LPCB Approved) 10.85 5839 Rev AK updated 03/2021 © 2021 Victaulic Company. All rights reserved. ,irt2, ii r rf%rn FA \4tauIic victaulic.com 1.0 PRODUCT DESCRIPTION (CONTINUED) Maximum Allowable Sprinkler K-Factors FM (1/2 /15mm reducer) K5.6/8,1 (Si.), (34/20mm reducer) K14.0/20,2 (S.l.) cULus (1/2 /15mm reducer) K8.0/11,5 (SI.), (34/20mm reducer) K14.0/20,2 (SI.) VdS/LPCB (1/2 /15mm reducer) K5.6/8,1 (SI.), (3/4720 mm reducer) K8.0/11,5 (Si.) 2.0 CERTIFICATION/LISTINGS USTED O.,.c B NOTE The VicFlex Series AH2 Hose has been tested and evaluated by Spears® for acceptable use with Spears® CPVC Products and is therefore covered under the Spears® FlameGuard® Installer Protection Plan. 3.0 SPECIFICATIONS - MATERIAL Series AH2: Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc-Plated Reducer (1/2'715 mm or 3/4720 mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Brackets: Carbon Steel, Zinc-Plated Series AH2-CC: Flexible Hose: 300-series Stainless Steel Collar/Weld Fitting: 300-series Stainless Steel Gasket Seal: Victaulic EPDM Isolation Ring: Nylon Coupling Retainer Ring: Polyethelene Nut: Carbon Steel, Zinc-Plated Reducer (1/2"/15 mm or 3/4'720 mm): Carbon Steel, Zinc-Plated Low Profile Elbows: Ductile Iron, Zinc-Plated Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12 Grade 65-45-15, is available upon special request. Coupling Housing Coating: Orange enamel (North America, Asia Pacific). Red enamel (Europe). Hot dipped galvanized. Ductile iron conforming to ASTM A 395, Gasket:' Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 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 Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type Ill Finish No. 116 Adapter Fitting: CPVC and Brass Seal: Victaulic EPDM 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 3 'JtauIic victaulic.com 4.0 DIMENSIONS Product Details - Series AH2 Braided Hose I1•Iii I iiW I Hose Length Dimensions Hose Length A B inches inches inches mm mm mm 31 25.3 31 790 641 790 36 31.3 36 915 794 915 48 42.3 48 1219 1073 1220 60 54.3 60 1525 1378 1525 72 66.3 72 1830 1683 1830 Series AH2-CC Braided Hose Hose Length A B inches inches inches mm mm mm 31 24.5 29.8 790 622 757 36 29.5 34.8 915 749 884 48 41.5 46.8 1219 1054 1189 60 53.5 58.8 1525 1359 1494 72 65.5 70.8 1830 1664 1798 Item Description 1 Flexible Hose - 2 Isolation Ring 3 Gasket 4 Nut 5 Adapter Nipple 6 Braid 7 Collar,Weld Fitting 8 Sleeve 9 Reducer Item Description 1 Flexible Hose 2 Isolation Ring 3 Gasket 4 Nut 5 Captured Coupling 6 Braid 7 Collar/Weld Fitting 8 Sleeve 9 Reducer 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com ri ictsulie 1.88? 48 mrr 3.5b'7 3 89 mm 9 72 mm i 4.0 DIMENSIONS (CONTINUED) Standard Reducer I1I11111r11r11,1111111r11r1111u11 5.75°/140 mm straight reducer Optional Reducers 2.62"! 66.5 mm liii llllll!llMllllllllllI E1Ii 9.0/229 mm straight reducer I1IcIIMIllIIIllhIJIllllI 5Ei1 13.0/330 mm straight reducer 2.62"! 66.5 mm 5.50"! 139.7 mm 4.877 9110 3.257 122.7 mm 11119 82.6 mm Short 900 elbow reducer 7.257 184.2 mm 6577 166.9 mm Long 900 elbow reducer 5.00? 127.0 mm NOTE The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. FM/VdS Approved only. Low Profile 1.4'1 1.47 36mm 36mm I 0 0 Short 90° elbow reducer Long 90° elbow reducer NOTE Style AB11: When low profiles elbows are with the Style AB11 bracket, the Low Profile Short Elbow is typically used with concealed sprinklers while the Low Profile Long Elbow is typically used in the installation of recessed pendent sprinklers. No. 116 CPVC Adapter NOTES E to E is 3.0776.0 mm The No. 116 CPVC Adapter has 2 ft. (0.6 m) EQL of 1 Schedule 40 pipe. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 5 '\J"tauIiC victaulic.com 4.1 DIMENSIONS VicFlex Brackets Style AB2 Suspended Ceilings Hard-Lid Ceilings Item Description 1 247610 mm 0r48"/1219mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed Style AB3 Surface Mount Applications FM/LPCB Approved Style AB4 Hard-Lid Ceilings with Hat furring channel grid system Item Description 1 24"/610 mm or 48'71219 mm Square Bar 2 Patented Vertically Adjustable Center Bracket 3 End Bracket for Hat Furring Channel NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com A JtiuIic Style AB7 Adjustable Suspended Ceilings Hard-Lid Ceilings Item Description 1 700 mm or 1400 mm Square Bar 2 Patented 1 -Bee26 Center Bracket 3 End Bracket (adjustable) NOTE Both sizes FM/VdSILPCB Approved. victaulic.com 4.2 DIMENSIONS VicFlex Brackets Style AB5 Hard-Lid Ceilings Item Description 1 24/610mm or 48/1219mm Square Bar 2 Patented Vertically Adjustable Center Bracket L 3 End Bracket NOTE Both sizes FM/VdS/LPCB Approved, cULus listed. Style AB7 Suspended Ceilings Hard-Lid Ceilings Item Description 1 24/610 mm or 48/1219mm Square Bar 2 Patented 1 -Bee26 Center Bracket 3 End Bracket NOTE Both sizes FM/VdSILPCB Approved. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 7 'NJ tauIic Style AB11 Suspended ceilings Hard-Lid ceilings Item Description 1 24"/610 mm or 48'71219 mm Square Bar 2 Patented 1-Bee2® Center Bracket 3 End Bracket NOTE FM/VdS Approved, cULus listed. t,j,41 ui,. 4.3 DIMENSIONS VicFlex Brackets Style AB1O Suspended ceilings Armstrong® TechZone1M [Item Description L 1 6'/152mm Square Bar 2 Patented 1 -Bee28 Center Bracket 3 End Bracket NOTE FM/VdS/LPCB Approved, cULus listed. Style AB12 Suspended ceilings Hard-Lid ceilings Item Description 1 Style A131 2 Bracket Body 2 #2 Square Drive Set Screw NOTE FM/VdS Approved. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. roi ',Ltauuic Style ABMM Surface mount Stand-off mount Item Description 1 Style ABMM Bracket Body 2 Cap Screw, Serated Flange, M6 x 1 x 15.24, T25 Torx Drive Recessed \ victaulic.com 4.3 DIMENSIONS (CONTINUED) VicFlex Brackets Style ABBA Floor-above mount Cantilever mount Temporary mount in exposed ceilings Item Description 1 Style ABBA Mounting Plate 2 Style ABBA Square Bar Cap Screw, Serated Flange, M6 x 1 x 20, T25 Torx Drive Recessed 4 Style ABMM Bracket Body Cap Screw, Serated Flange, M6 x 1 x 15.24, T25 Torx Drive Recessed NOTE FM Approved. NOTE FM Approved. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com xtctaullliic~ 4.3" 111 mm 2W/60.33 mm V2707 MAX. EXTENSION victaulic.com 4.4 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket Bracket Assembly Style AB2 Typical mm . ceiling tile t Ire Finished See I S uuuIiitiir-- 247610 mm A24I9iiii,i surface MAX. on V2707 3/4'719 MM :ll* Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4"½" 3/4"V211 V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4' Max Recess ½" Max Recess 3/4"Max Recess ½" Max Recess inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm "R" Minimum 2.0 3.0 7.0 - Bend Radius 50 80 175 "A" Minimum Required 8.6 10.1 9.6 11.1 13.6 15.1 5.8 5.8 Installation 218 269 244 281 345 383 147 147 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 10 'JtauIic" Bracket Assembly Style AB2 Typical 16/406 mm C/C - V381/2'7111 3 mm MAX. RECESS #10 2x4 Stud 2F16768 mm m## hole V38 MAX. EXTENSION victaulic.com 4.5 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB2 Bracket See chart A See Chart 1.8745 mm I II ji I - I I I I I 3½'/ 89 mm Finished 1/s"/16 mmt ceiling Typical J drywall - Hose clearance Chart Straight Reducer V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4" 120mm ½ 113mm 3/4" I 20mm 3/4' I 20mm ½" 113mm 3/4" 120mm 3/4' I 20mm ½' 113mm 3/4's I 20mm Max Recess" Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm "R" Minimum 2,0 3.0 7.0 Bend Radius 50 80 175 "A" Minimum Required 6.2 7.6 6.1 7.2 8.6 7.1 11.2 12.6 11.1 Installation 158 193 155 183 218 180 285 320 282 Space Hose Clearance Chart Long Elbow Short Elbow V2707 V2709 V3802 3/4" I 20mm 3/4' I 20mm ½" 113mm Max Recess Sidewall Max Recess inches inches inches mm mm mm "R" Minimum - Bend Radius "A Minimum Required 3.3 3.6 3.3 Installation 84 91 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 11 "¼.htIUIIC 2/s'/60 mm max. hole V27 MAX. EXTENSION victaulic.com 4.6 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB4 Bracket R See chart A4- A See Chart Bracket assembl caI Hat e AI !2________J 4 ill/ Typi g 104* mm Channel #10 Screw rid /s'/23 mm Finished ceiling 5/87lômm Typical 167406 mm GC _________ Typical drywall V271/4'719 mm MAX. RECESS Hose Clearance Chart Straight Reducer Long Elbow Short Elbow V2707 V3802 V2707 V3802 3/4"½" 3/4" 1/2" V2707 V3802 V2707 V3802 Max Recess Max Recess Max Recess Max Recess 3/4"Max Recess ½ Max Recess 3/4' Max Recess ½" Max Recess inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm "R" Minimum 2.0 2.0 3.0 3.0 7.0 7.0 - Bend Radius 50 50 80 80 175 175 "A Minimum Required 8.8 10.2 9.8 11.2 13.8 15.2 8.0 5.9 Installation 224 259 249 285 351 386 203 150 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 12 Ac-ta-uhcr 2,'760 mm max. hole V27 MAX. EXTENSION victaulic.com 4.7 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB5 Bracket See chart A 'See chart Bracket assembly Style AB5 23/ 57 mm I II II II j II I + II I 2'x4' I metal stud 2 I 3Ya'/ 92 mm I I I I I 1' I Finished t 1/8715 mm ceiling Typ. Drywall Typical 16/406 mm C/C V27 /4"/19 mm MAX. RECESS Hose Clearance Chart StraightReducer "V2707 V3802 V2709 V2707 V3802 V2709 V2707 V3802 V2709 3/4 120mm ½ 113mm 3/4 I 20mm 3/4 I 20mm ½" 113mm 3/4" I 20mm 3/4 120mm ½" 113mm 3/4" I 20mm Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall Max Recess Max Recess Sidewall 'inches inches inches inches inches inches inches inches inches MITI mm mm mm mm mm mm mm mm Minimum 2.0 3.0 7.0 BendRadius 50 80 175 A" Minimum Required 6.0 7.7 6.1 7.0 8.7 7.1 11.0 12.7 11.1 Installation 158 196 155 178 221 180 279 323 282 Space Hose Clearance Chart Low-Profile LongElbow LongElbow ShortElbow V2707 V3802 V2709 V3802 V3802 3/4 120mm ½"113mm 3/4 120mm ½"ll3mm 1/2 I13mm Max Recess Max Recess Sidewall Max Recess Max Recess inches inches inches inches inches mm mm mm mm mm °R' Minimum Bend Radius "A" Minimum Required 3.5 4.9 3.6 2.9 3.3 Installation 89 124 91 74 84 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 13 \.,(ctaLJIic victaulic.com 4.8 DIMENSIONS Clearances Series AH2 Braided Hose and Style AB11 Bracket (LOW PROFILE SOLUTION) Acke, 2YsY6O mm 2"A6768 mm I ,- max. hole max.hole I A2/51 mm 23/8'760mm St See Chart Cha _ min. hole mm hole cal rt I Fin Finished 17/43mm 76mm Typi /15.9mm ceiling ceiling grid Typical SeeNote 24/610mm0r gfa ceiling tile V27 V38 48"/1219 mm on center Pendent Hose Clearance Chart Low-Profile Low-Profile Long Elbow Short Elbow V2707 V3802 3/4"120mm 11Vl13mm Max Recess' Max Recess inches inches mm mm "A" Minimum Required 4.0 3.9 Installation 102 99 Space NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic company. All rights reserved. victaulic.com 14 ,NJ tau11cr S ~ffl Ce of qnn1 Typical Ceiling V2707 ½"/12.7 nrn MAX. RECESS lypicar telling V2707 4"/19 mm MAX. RECESS Nominal h 14/355.6 victaulic.com 4.9 DIMENSIONS Clearances Style AB12 and ABBA Bracket Suspended Ceiling Grid with Recessed Sprinkler with Low Profile Short Elbow Suspended Ceiling Grid with Recessed Sprinkler and Straight 5.75"/140 mm Reducer Low Profile Low Profile Standard Standard Standard Dimension Short Elbow Long Elbow Short Elbow Long Elbow Straight Reducer 3/4719 mm 3/4719 MM 3/4"/l9mm 3/4°I19mm ~°I19mm Recessed* Concealed Recessed Concealed Recessed Concealed Recessed Concealed Recessed Concealed inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm I mm mm mm mm A Minimum Required 4.0 5.5 5.6 7.2 5.9 7.5 7.7 9.3 15.0 16.6 Installation Space 101.6 139.7 142.2 182.9 149.9 190.5 195.6 236.2 381,0 421.6 Distance from Top of B Typical Ceiling Tile to 05 20 15 3 1731 15 15 ' 15 30 30 30 30 Bottom of Gate 12.7 50.8 1 38.1 38.1 38.1 76.2 76.2 76.2 76.2 * Adjustability will be limited Style ABMM Bracket Stand-off Dimensions 3.93"! 2.94/ 100 mm 71 mr, 2.22/ 56 mm F39 ./0.28./?) 100 mm 7mm 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 15 JtlElUIiC victaulic.com 4.10 DIMENSIONS Clearances Style AB3 and ABMM Bracket Surface Mount Application with Recessed Sprinkler 2/51 mm mm. hole Hose Clearances inches inches inches inches inches inches inches inches inches inches Dimension mm mm mm mm mm mm mm mm mm mm Wall Thickness 2 4 6 8 10 2 4 6 8 10 50 100 150 200 250 50 100 150 200 250 Outlet Length 5.75 9 1 13 5.751 9 1 13 9 13 13 13 5.75 9 13 5.75 9 13 9 13 13 13 146.1 228.6 330.2 146.1 228.6 330,2 228.6 3302 330.2 330.2 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 Hose Clearance 11.6 14.8 18.8 9.6 12.8 16.8 10.8 14.8 12.8 10.8 12.6 15.8 19.8 10.6 13.8 17.8 11.8 15.8 13.8 11.8 'C" 294 376 478 243 325 427 275 376 325 275 319 402 503 268 351 452 300 402 351 300 Bend Radius 7 8 175 200 NOTE Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 16 jtaulliC Series AH2-CC Braided Hose with Style 922 grooved outlet victaulic.com 411 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with Style 922 threaded outlet art art 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com ,ot A—ma—ulicr 17 Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 9.4 10.4 11.4 12.4 13.4 238 263 289 314 339 Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Mm. 7.7 8.7 9.7 10.7 11.7 197 222 247 273 298 victaulic.com 412 DIMENSIONS BRANCHLINE CLEARANCES Series AH2 Braided Hose with female threaded outlet Series AH2-CC Braided Hose with grooved outlet ill! Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Min. 9.4 10.4 11.4 12.4 13.41 239 264 290 315 341 Hose Clearance Chart Dimension inches inches inches inches inches mm mm mm mm mm R Minimum 3 4 5 6 7 Bend Radius 80 100 125 150 175 A Min. 8.1 9,1 10.1 11.1 12.1 205 231 256 281 307 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com jtiUIiC• victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses with Straight 5.75/140 mm Reducers LISTED Style AB2, AB4, AB5 and AB10 Brackets Hose Reducer UL Equivalent Length of Length Nominal Outlet Size 1/33.7mm Sch. 40 pipe inches inches feet mm Type DN meters Max Bends 31 Straight ½ 15,0 3 790 DN15 4.6 31 Straight ½ 16.0 4 790 DN15 4.9 31 Straight 3/4 19.0 3 790 DN20 5.8 31 Straight 3/4 20.0 790 DN20 6.1 36 Straight ½ 18.0 3 915 DN15 5.5 36 Straight ½ 21.0 5 915 DN15 6.4 36 Straight 3/4 21.0 3 915 DN20 6.4 36 Straight 3/4 23.0 5 915 DN20 7.0 48 Straight ½ 21.0 3 1220 DN15 6.4 48 Straight ½ 32.0 8 1220 D N1'S 9.8 48 Straight 3/4 26.0 3 1220 DN20 7.9 48 Straight 3/4 37.0 8 1220 DN20 11.3 60 Straight ½ 27.0 3 1525 DN15 8.2 60 Straight ½ 46.0 10 1525 DN15 14.0 60 Straight 3/4 27.0 3 1525 DN20 8.2 60 Straight 3/4 46.0 10 1525 DN20 14.0 72 Straight ½ 31.0 3 1830 DN15 9.4 72 Straight ½ 55.0 12 1830 DN15 16.8 72 Straight 3/4 30.0 3 1830 DN20 9.1 72 Straight 3/4 60.0 12 1830 DN20 18.3 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 19 ,iJ41tIIUIiC. victaulic.com 5.0 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hose with 90 0 Low Profile Elbows LISTED Style AB11 VicFlex Bracket Hose Reducer UL Equivalent Length of Length Nominal Outlet Size 1/33.7mm Sch. 40 pipe inches inches feet mm Type DN meters Max Bends 31 LP Elbow ½ 18.0 790 DN15 5.5 31 LP Elbow ½ 24.0 790 DN15 7.3 31 LP Elbow 3/4 21.0 790 DN20 6.4 31 LP Elbow 3/4 24.0 790 DN20 7.3 36 LP Elbow ½ 19.0 915 DN15 5.8 36 LP Elbow ½ 26.0 915 DN15 7.9 36 LP Elbow ~ 230 915 DN20 7.0 36 LP Elbow 3/4 28.0 915 DN20 8.5 48 LP Elbow ½ 23.0 1220 DN15 7.0 48 LP Elbow ½ 43.0 8 1220 DN15 13.1 48 LP Elbow 3/4 300 1220 DN20 9.1 48 LP Elbow 3/4 42.0 8 1220 DN20 12.8 60 LP Elbow ½ 28.0 1525 DN15 8.5 60 LP Elbow ½ 49.0 10 1525 DN15 14.9 60 LP Elbow 3/4 31.0 1525 DN20 9.4 60 LP Elbow 3/4 500 10 1525 DN20 15:2 . 72 LP Elbow ½ 31.0 1830 DN15 9.4 72 LP Elbow ½ 65.0 12 1830 DN15 19.8 72 LP Elbow 3/4 36.0 1830 DN20 11.0 72 LP Elbow 3/4 630 12 1830 DN20 19:2 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 20 'j3taUIiC° victaulic.com - 5.0 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) Series AH2 and AH2-CC Braided Hoses Equivalent Length Design Guide - Equivalent length values at various numbers of 90 degree bends at 2/51 mm center line bend radius Nominal Outlet 1 2 3 4 5 6 7 8 9 10 11 12 Length Size Bend Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends Bends inches inches feet feet feet feet feet feet feet feet feet feet feet feet mm DN meters meters meters meters meters meters meters meters meters meters meters meters 31 1/2 11.0 13.0 15.0 16.0 790 DN15 3.4 4.0 4.6 4.9 - - - - - - - 31 3/4 12.0 14.0 19.0 20.0 790 DN20 3.7 4.3 5.8 6.1 - - - - - - - 36 . 1h 14.0 16.0 18,0 19.0 21.0 915 DN15 4.3 4.9 5.5 5.8 6.4 - - - - - - - 36 3/4 17.0 19.0 21.0 22.0 23.0 915 DN20 5.2 5.8 6.4 6.7 7.0 - - - - - - - 48 1/2 18.0 19.0 21.0 23.0 25.0 27.0 30.0 32.0 1220 DN15 5.5 5.8 6.4 7.0 7.6 8.2 9.1 9.8 - - - - 48 3/4 21.0 24.0 26.0 28.0 31.0 33.0 35.0 37.0 1220 DN20 6.4 7.3 7.9 8.5 9.4 10.1 10.7 11.3 - - - 60 1/2 21.0 24.0 27.0 30.0 32.0 35.0 37.0 40.0 43.0 46.0 1525 DN15 6.4 7.3 8.2 9.1 9.8 10.7 11.3 12.2 13.1 14.0 - - 60 3/4 23.0 25.0 27.0 29.0 32.0 34.0 37.0 40.0 43.0 46.0 1525 DN20 7.0 7.6 8.2 8.8 9.8 10.4 11.3 12.2 13.1 14.0 - - 72 1/2 27.0 29.0 31.0 34.0 37.0 40.0 43.0 46.0 48.0 50.0 52.0 55.0 1830 DN15 8.2 8.8 9.4 10.4 11.3 12.2 13.1 14.0 14.6 15.2 15.8 16.8 72 3/4 26.0 28.0 30.0 33.0 37.0 40.0 44.0 48.0 51.0 54.0 57.0 60.0 1830 DN20 7.9 8.5 9.1 10.1 11.3 12.2 13.4 14.6 15.5 16.5 17.4 18.3 NOTES: Values for use with 5.757140 mm straight reducers. The values in this table are provided by the manufacturer for reference only. For friction loss data in accordance with the UL Certification, please refer to pages 19 and 20 of this publication. How to use this Design Guide: For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 21 . '4t9UIIc victaulic.com 5.1 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hoses Style AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB10, A1312, ABBA and ABMM VicFlex Brackets Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1/33.7mm at 7/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm 5.1. type meters 1/2 13.8 15 4.2 31 5.6 Straight 790 8.1 2 ½ 15 235 90 Elbow 71 1/2 16.6 15 5.1 36 5.6 Straight 915 8.1 2 ½ 15, 256 90 Elbow 7.8 23.4 15 7.1 48 5.6 1220 8.1 ½ 15 07. 9.3 90' Elbow 1/2 30.2 15 9,2 60 5.6 Straight 1525 8.1 ½ is 359 90 Elbow 10:9 1/2 37.0 15 11.3 72 5.6 Straight 1830 8.1 ½ 15 411 90 Elbow 12:5 3/4 16.8 20 5.1 31 8.0 Straight 790 11.5 2 34 20 168 90 Elbow 5.1 3/4 20 20 6.0 36 8.0 Straight 915 11.5 2 3/4 20 19.7 90 Elbow 6.0 3/4 27.8 2 8.4 48 8.0 Straight 1220 11.5 3/4 20 266 90 Elbow 8.1 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 130 and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30° bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 22 Licctauliic~ 23 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com \/tauIic - virtaiilirom 5.1 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) FM Series AH2 and AH2-CC Braided Hoses Style AB2, AB3, AB4, AB5, AB7, AB7 Adj., AB8, AB10, AB12, ABBA and ABMM VicFlex Brackets Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1'/33.7mm at 77178 mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm 5.1. type meters 3/4 35.7 20 10.9 60 8.0 Straight 1525 11.5 4 3/4 20 33.6 90_Elbow 10.2 3/4 43.5 20 13.2 72 8.0 Straight 1830 11.5. 4 3/4 20 40.6 90* Elbow 12.2 1/4 16.5 20 5.0 31 11.2 Straight 790 16.1 2 3/4 20 17.8 90* Elbow 5.4 3/4 19.5 20 5.9 36 11.2 Straight 915 16.1 2 3/4 20 20.7 90* Elbow 6.3 3/4 26.7 20 8.1 48 11.2 Straight 1220 16.1 3 3/4 20 27.9 90_Elbow 8.5 3/4 33.9 20 10.3 60 11.2 Straight 1525 16.1 4 3/4 20 35 90* Elbow 10.7 3/4 41.3 20 12.5 72 11.2 Straight 1830 16.1 4 3/4 20 42.2 90* Elbow 12.8 3/4 14.9 20 4.5 31 14.0 Straight 790 20.2 2 3/4 20 15.5 90* Elbow I 4.72 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 30 0 bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. victaulic.com 5.1 PERFORMANCE - FRICTION LOSS DATA (CONTINUED) FM Series AH2 and AH2-CC Braided Hoses Style AB2, AB3, AB4, AB5, AB7, A137 Adj., AB8, AB10, AB12, ABBA and ABMM VicFlex Brackets Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1/33.7mm at 7°/178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches inches Imperial mm feet mm 5.1. type meters 3/4 19.4 20 5.9 36 14.0 Straight 915 20.2 2 3/4 20 19.6 90_Elbow 59 3/4 30.3 20 9.2 48 14.0 Straight 1220 20.2 3 3/4 20 29.5 90* Elbow 8.9 3/4 33.9 20 60 14.0 Straight 10.3 1525 20.2 4 3/4 20 34.1 90_Elbow 10.4 3/4 37.5 20 11.4 72 14.0 Straight 1830 20.2 4 3,4 20 38.6 90_Elbow 11.7 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 300 bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 24 victaulic.com 5.2 PERFORMANCE - FRICTION LOSS DATA Series AH2 Braided Hose with 900 Low Profile Elbows Style AB5, AB11, AB12, ABBA and ABMM VicFlex Bracket Maximum Equivalent Number Length of Length of of 900 Bends Stainless Steel Outlet 1/33.7mm at 77178mm Flexible Hose K-Factor Size Sch. 40 Pipe Bend Radius inches Imperial inches feet mm S.I. mm meters 31 5.6 ½ 13.7 790 8.1 15 4.2 2 36 5.6 ½ 17.0 915 8.1 15 5.2 2 48 5.6 ½ 25.0 1220 8.1 15 7.6 3 60 5.6 ½ 33.0 1525 8.1 - 15 10.1 4 72 5.6 ½ 41.1 1830 8.1 15 12.5 4 31 8.0 3/4 13.6 790 11.5 20 4.14 2 36 8.0 3/4 16.9 915 11.5 20 5.2 2 48 8.0 3/4 27.8 1220 11.5 20 8.5 3 60 8.0 3/4 32.6 1525 11.5 20 9.9 4 72 8.0 -3/4 40.6 1830 11.5 20 12.4 31 11.2 3/4 13.7 790 16.1 20 4.2 2 36 11.2 3/4 17.0 915 16.1 20 5.2 2 48 11.2 3/4 24.9 1220 16.1 20 7.6 3 60 11.2 3/4 32.9 1525 16.1 20 10.0 4 72 11.2 3/4 40.9 1830 16.1 20 12.5 4 31 14.0 3/4 13.5 790 20.2 20 4.1 2 36 14.0 3/4 16.8 915 20.2 20 5.1 2 48 14.0 3/4 24.7 1220 20.2 20 7.5 3 60 14.0 - 3/4 32.7 1525 20.2 20 9.9 4 72 14.0 3/4 40.7 1830 20.2 20 12.4 FM NOTES: The Series AH2 hose has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 standard for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. EXAMPLE: A 48-inch hose installed with two 300 bends and two 90° bends is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 25 j4taiiiic victaulic.com S 5.3 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hose Vd S] Style AB2, AB4, AB5, AB7, AB7 Adj., A138, AB10, AB11 and AB12 Brackets Equivalent Length of Length of steel pipe according to Stainless Steel Outlet EN 10255 ON 25 Maximum Number Flexible Hose Size (33,7 x 3,25) of 900 Bends at mm ON meters 3/76.2mm Bend inches inches feet Radius DN15 790 ½ 5.5 31 18.0 3 DN20 3/4 DN1 5 915 ½ 6.4 36 21.0 3 DN20 3/4 DN1S 1220 ½ 8.5 48 27.9 3 DN20 3/4 DN 15 1525 ½ 10.7 60 35.1 4 DN20 3/4 DN 15 1830 ½ 12.8 72 42.0 DN20 3/4 VdS Ceiling Manufacturers List A82, AB7, AB1O ,AB11 1.AMF Armstrong Chicago Metallic Dipling Durlum 6.Geipel Gema-Armstrong Hilti Knauf Lafarge Linder Odenwald Richter Rigips Rockfon Pagos Suckow & Fischer USG Donn AB4 AB5,AB8 No specific approval 1. Hilti Knauf Lafarge Lindner Rigips 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic corn 26 J(ctauIic victaulic.com 5.3 PERFORMANCE - FRICTION LOSS DATA Series AH2 and AH2-CC Braided Hose LPC B i Style AB2, AB3, AB4, AB5, AB7, AB8, and AB1O Brackets Length of Equivalent Length Maximum Stainless of steel pipe Number of Steel according to 900 Bends at Flexible Outlet EN 10255 ON 25 3/76.2mm Hose Size (33,7 x 3,25) Bend Radius mm mm inches meters inches type feet 15 mm ½ 790 Straight 1.8 31 6.0 2 20mm 3/4 Straight 15mm ½ 915 Straight 3.6 36 11.9 20mm 3/4 Straight 15 mm ½ 1220 Straight 4.3 48 14.0 3 20mm 3/4 Straight 15 mm ½ 1525 Straight 4.1 60 13.6 20mm 3/4 Straight 15 mm ½ 1830 Straight 5.5 72 18.1 3 20mm 3/4 Straight Series AH2 Braided Hose Style AB2, AB3, AB4, AB5, AB7, AB8, AB10 '±) and AB12 Brackets Equivalent Length of Length of 1/33.7mm Sch. 40 Pipe Flexible Hose Straight Configuration Bend Configuration mm meters meters inches feet feet 790 0.87 2.70 31 2.9 8.9 915 1.00 2.80 36 3.3 9.2 1220 2.23 4.66 48 7.3 15.3 1525 2.90 6.5 60 9.5 21.3 1830 3.31 7.16 72 10.9 23.5 CCCF NOTE Friction loss data is in accordance with GB5135.16 tested at a flow rate of 114 liters per minute (30 gallons per minute). 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. ,irtiiIir mm 27 j4'tauiiC victaulic.com 6.0 NOTIFICATIONS WARNING Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depres- surized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. 9 • Wear safety glasses, hardhat, and foot protection. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain im- portant information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. AWARNING - It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. It is the responsibility of the owner of a building or their authorized agent to provide the sprinkler system installer with any knowledge that the water supply might be contaminated with or conducive to the development of micro- biologically influenced corrosion (MIC), including as required by NFPA 13. Failure to identify adverse water quality issues may affect the VicFlex product and void the manufacturer's warranty. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. Victaulic VicFlex Series AH2 and AH2-CC Flexible Sprinkler Fittings may be painted provided the paint is compatible with stainless steel and zinc-plated carbon steel or ductile iron. Care should be taken to ensure the sprinkler and associated escutcheon or coverplate are not painted. Victaulic VicFlex Series AH2 and AH2-CC penetrating through non-fire rated gypsum wall (drywall) will function as designed, provided the components are installed in accordance with the respective installation instructions referenced in this document. 10.85 5839 Rev AK Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 28 J(ctauiic victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS VicFlex Maximum Load Values Series AH2 Hose with 24" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/linear ft N/linearm 31/790 2.6 5.2 23 2.6 38 0.8 36/915 5.5 25 2.8 40 0.9 48/1220 6.3 28 3.1 46 12 60/1525 15 7.0 31 3.5 51 72/1830 18 Series AH2 Hose with 48" Bracket Actual Length Total Load Max. Uniform Load ft Model Size m lb N lb/linear ft N/Iinearm 31/790 2.6 6.1 27 1.5 22 0.8 36/915 6.4 29 1.6 23 og 48/1220 1.2 7.2 32 1.8 26 60/1525 15 7.9 35 2.0 29 72/1830 168 8.7 39 2.2 32 Total Load is defined as the sum of the weights of the following: water-filled flexible sprinkler hose with threaded end fittings, including a typical fire sprinkler bracket assembly (any applicable Victaulic bracket model of the relevant associated size) ASTM C 635: Suspension System Load-Carrying Capabilities (excerpted) Suspension System Actual Length ft/rn Mm. Allowable Uniform Load lb/linear ft N/linear rn Direct Hung Light 5.0 75.7 Intermediate 12.0 181.0 Heavy 16.0 241.7 SUMMARY: All direct-hung suspension system duty classifications per ASTM C 635 are able to withstand the maximum water-filled weight of the VicFlex sprinkler hose and bracket. S 10.85 5839 Rev AK updated 03/2021 © 2021 victaulic company. All rights reserved. victaulic.com . 29 '\JtiUIiC I victaulic.com 7.0 REFERENCE MATERIALS - CHARACTERISTICS (CONTINUED) Flexible Hose In-Plane Bend Characteristics One Bend Two Bends Three Bends 2X Mirrirnurn Minimum Minimum bend radius I bend radius bend radius OR Minimum OR ra diusI bend 0. ------ - Minimum bend radius Minimum Minimum bend radius bend radius Minimum \< bend radius Mini num bend radius NOTE For out-of-plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. I-VjcFlex-AB1-A82 l-yicFlex-AB3 l-VicFlex-AB4 l-VicFlex-ABS I- Vip Flex-AB7 I-Vip Flex-A B 12 l-VicFlex-ABBA -VicFlex-ABMM 1-RES 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 other intellectual property right of Victaulic or any of its subsidaries 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 properly right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/sr 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 I-VICFLEX-A81-AB2-AB10, l-VICFLEX-AB4, I-VICFLEX-AB7, or I-VICFLEX-AB8 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 P1W 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/sr its affiliated entities, in the U.S. and/sr other countries. 10.85 5839 Rev AK updated 03/2021 © 2021 Victaulic Company. All rights reserved, victaulic.com 30 ',,4tauiic As the leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. O.D. 1.315 .i!P i _?i .! PP 1!? ! .625 - I.D. (in) t097 t442 t697 2.157 2.635 i0 4260 5.357 8249 Empt'/ Weight )lb/ft) Q L090 640 30 4.340 5.620 9290 Th4O Water Filled Weight (lb/fL) 1.820 2.518 3.053 4.223 5.893 7.951 11.196 23.038 40.086 - C.R.R.CRR 15.27 3.54 54 1.150 1.805_ Pieces per lift 91 61 61 37 30 19 19 10 1 Lift Weight (Ibs) 21 lengths 2,695 2,319 2,671 21051 2,224 1,132 2,242 1,951 2,490 Lift Weight (Ibs) 24 lengths 3,079 2,650 3,060 2,344 2,542 1,979 2,553 2,230 2,848 Lift Weight (Ibs) 25 lengths 1 3,208 2,760 3,187 2,442 1 2,648 2,062 2,610 i' ii ir'"' cP. I 1.315 I 1.660 1 1.900 1 2.375 2.815 1 3.500 4.500 1.380 1.610 2.067 2.469 3.068 4.026 1.680 2.270 2.720 3.650 5.800 7.580 10.800 2.055 2.918 3.602 5.114 7.815 10.183 16.315 V 1.049 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 •• 70 51 44 30 30 19 19 2,470 2,431 2,513 2,306 3,654 3,024 4,309 ' 2,822 2,778 2,872 2,635 4,116 3,456 4,925 2,940 2,894 2,992 2,745 4,350 3,501 5,130 OTHER BENEFITS/SERVICES: We have the most stocking locations in the industry, for best delivery and availability Plain end or roll groove Eddy Guard I' bacterial-resistant internal coating Custom length options Hot dipped galvanization Reddi-Pipe® red or black pipe eliminates field painting Compatible for use in wet, dry, preaction and deluge sprinkler systems The only maker with EPDs (to help earn LEED points). SCHEDULE 10 & 40 ADVANTAGES: UL listed (US & Canada) and FM approved ASIM A135 and A795 Type E, Grade A Certified Complies with NFPA-13, 13R and 14 Industry-leading hydraulic characteristics CRR of 1.0 and greater . All pipe NDT weld tested U c®us LISTED 14 ON APPROVED NPPK FM Approved and Fully Listed Sprinkler Pipe Wheatland Tube's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL® and C-UL Listed. Wheatland Tube is the only manufacturer with FM Approval on 10 NPS Schedule 10 steel fire sprinkler pipe. Approvals and Specifications Schedule 10 and Schedule 40 meet or exceed the following standards: ASTM A135, Type E, Grade A (Schedule 10, 1-10 NPS) ASTM A795, Type E, Grade A (Schedule 40,1-2 NPS) ASTM A53, Type E, Grade B (Schedule 40, 2-8 NPS) ASTM A53, Type F, Grade A (Schedule 40,1-4 NPS) NFPA® 13 and NFPA 14 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings - Schedule 10 and Schedule 40 can be ordered in black or hot-dip galvanized to meet FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A53 or A795. Schedule 10 and Schedule 40 receive a proprietary mill coating to ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be easily painted without special preparation. Every black steel Schedule 10 and Schedule 40 pipe also receives our MIC SHIELDTM antimicrobial coating to limit corrosion from microbes on the interior of the pipe. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Bar coding is acceptable as a supplementary identification method. PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: BLACK LI HOT-DIP GALVANIZED 1 Council Avenue, P.O. Box 608 Wheatland, PA 16161 info@wheatland.com wheatland.com fw%eatlandTube P 800.257.8182 Follow us on Twitter: A DIVISION OFZEKEU.fANINDUSTRIES F 724.346.7260 (WheatlandTube . SCHEDULE 10 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINALOD NOMINAL ID NOMINALWALL WT./FT. H2OFILLED PCS./LIFT 21 24 25 UL L- III mm IL ILiIiL mm fibs. ]Li s 7[ ][ lbs. lbs. ]CR_J 1 1.315 33.4 1.097 27.9 0.109 2.77 1.405 1.814 70 2065 2360 2459 11.4 1 PF 1¼ 1.660 422 1.442 1 366 0.109 277 1 1.807 2.514 61 2315 2645 2756 73 11/2 1.900 48.3 1.682 42.7 0.109 2.77 2.087 3.049 61 2673 3055 3183 5.8 2 2.375 60 3 if 2.157 54.8 0.109 2.77 2.640 4.222 37 2051 J 2344 2442 1 4.7 21/2 2.875 73.0 2.635 66.9 0.120 3.05 3.354 5.895 30 2226 2544 2651 3.5 3 3.500 88.9 3.260 828 0.120 305 4.336 7.949 19 1730 1977 2060 2.6 4 4.500 114.3 4.260 108.2 0.120 3.05 5.619 11.789 19 2242 2562 2669 1.6 5 5563 1413 5.295 1345 0.134 340 7.780 17309 13 2124 2427 2529 15 6 6.625 168.3 6.357 161.5 0.134 3.40 9.298 23.038 10 1953 2232 2325 1.0 8 8.625 2191 8.249 209.5 0.188 478 16.960 40.086 7 2493 2849 2968 1.7 10 10.750 273.0 10.374 263.5 0.188 4.78 21.230 57.803 2 892 1019 1062 - SCHEDULE 40 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINALWALL WT./FT. H20 FILLEDPCS./LIFT 21' 24' 25' UL in. mm J[_In. 1[mmj In. fj mm iF lbs. 1L lbs. lbs. lbs. CR1 1 1.315 33.4 1.049 26.6 0.133 3.38 1.68 2.055 70 2470 2822 2940 1.000 11/4 1.660 422 1.380 351 0.140 356 227 2.922 51 2431 2778 2894 1.000 11/2 1.900 48.3 1.610 40.9 0.145 3.68 2.72 3.602 44 2513 2872 2992 1.000 2 2.375 60.3 2.067 52.5 0.154 3.91 3.66 5.109 24 1845 1 2108 2196 1.000 2'/z 2.875 73.0 2.469 62.7 0.203 5.16 5.80 7.871 20 2436 2784 2900 1.000 3.500 88.9 3.068 779 0.216 549 758 10.783 13 2069 2365 2464 1.000 3'/2 4.000 101.6 3.548 90.1 0.226 5.74 9.12 13.400 10 1915 2189 2280 1.000 4.500 114.3 4.026 102.3 0.237 6.02 1080 16.311 10 2268 2592 1 2700 1.000 5 5.563 141.3 5.047 158.2 0.258 6.55 14.63 23.262 7 - 2151 2458 2560 1.000 6 r 6.625 168.3 6.065 1541 0.280 711 18.99 31.498 5 * 1994 2279 2374 1.000 8*5 8.625 219.1 7.981 202.7 0.322 8.18 28.58 50.240 5 3001 3430 3573 1.000 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY The CPR is ratio value used to measure the ability of a pipe to withstand corrosion Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). 8 NPS Schedule 40 and 10 NPS Schedule 10 are FM Approved but not UL Listed. @ C& APPROVED WFS-072921 1 Council Avenue, P.O. Box 608 infotwheatland.com Wheatland, PA 16161 wheatland.com wiieatlancl Tube P 800.257.8182 Follow us on Twitter: A Di VISION OFZEKEIJ'IAN INDUSTRIES P 724.346.7260 - (bWheatlandTube Victaulic® FireLockTM Fittings J'tauIic 10.03 SI 1.0 PRODUCT DESCRIPTION Available Sizes 11/4 -8/DN32—DN200 Maximum Working Pressure Pressure ratings for Victaulic FireLockTM Fittings conform to the ratings of Victaulic FireLock EZTM Style 009N couplings (refer to publication 10.64 for more information). Application FireLockTM fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. • Connects pipe, provides change in direction and adapts sizes or components Pipe Materials Carbon steel 2.0 CERTIFICATION/LISTINGS C®US <R> ILPCBI (EUSTED ® EN 10311 Regulation (EU) No. 305/2011 3.0 SPECIFICATIONS - MATERIAL Fitting: Ductile iron conforming to ASTM A536, Grade 65-45-12. Fitting Coating: O Orange enamel. El Red enamel in Europe, Middle East, Africa, and India. 0 Optional: Hot dipped galvanized. 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 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. ictaullicr victaul icom 4.0 DIMENSIONS kCtoE.l C I to El ,C oei-16 to _ lb No. 001 No. 003 No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 90° Elbow 45° Elbow Straight Tee Cap Approximate Approximate Approximate Approximate Actual Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each T Each inches inches inches lb inches lb inches lb inches lb DN mm mm kg mm kg mm kg mm kg 11/4 1.660 - - - - - - 0.82 0.3 DN32 42.4 - - - - - - 21 0.1 11/2 1.900 - - - - - - 0.82 0.4 DN40 48.3 - - - - - - 21 0.2 2 2.375 2,75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 DN50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 73.0 76 1.4 57 1.0 76 1.6 22 0.5 3.000 3.00 3.30 2.25 2.4 3.00 3.8 DN65 76.1 76 1.5 57 1.1 76 1.7 - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 0N80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108.0 102 2.6 76 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 DN100 1 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 1413 124 5.7 83 3.8 124 7.1 25 1.9 5.500 4.88 12.4 3.25 8.2 4.88 15.4 DN125 139.7 124 5.6 82.6 3.7 124 6.9 - - 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 DN150 168.3 140 1 8.3 89 5.3 140 10.3 25 2.7 6.500 5.43 17.6 3.50 11.4 5.50 22.0 165.1 140 7.9 89 5.2 140 9.9 - - 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 DN200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 8.515 6.81 23.1 - - 6.94 33.6 - - 216.3 1 173 10.5 - - 176 15.2 - - 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com Lictaulicr victaulic.com 5.0 PERFORMANCE Flow Data Size Frictional Resistance Equivalent of Straight Pipe' No. 002 Actual Elbows Straight Tee No. 001 No. 003 Nominal Outside Size ' Diameter 900 Elbow 450 Elbow Branch Run inches inches feet feet feet feet DN mm meters meters meters meters 1¼ 1.660 - - - - DN32 42.4 - - - - 11/2 1.900 - - - - DN40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 DNSO 60.3 1.1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 DN65 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 DN80 88.9 1.5 0.8 4.0 1.5 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 DN100 - 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 1413 2.6 1.3 6.4 2.6 5.500 8.3 4.1 20.6 8.3 DN125 139.7 2.5 1.3 6.3 2.5 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 DN150 168.3 3.0 1.5 7.6 3.0 6.500 9.8 4.9 24.5 9.8 165.1 3.0 1.5 7.5 3.0 8 8.625 13.0 5.0 33.0 13.0 DN200 219.1 4.0 1.5 10.1 4.0 8.515 13.0 - 33.0 13.0 216.3 4.0 - 10.1 4.0 The flow data listed is based upon the pressure drop of Schedule 40 pipe. 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 \,Ltaulicr victaulic.com 6.0 NOTIFICATIONS General Notes NOTE: When assembling FireLock EZTM couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZTM Style 009N/009H couplings, use FireLock TM 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/009N couplings. 7.0 REFERENCE MATERIALS 10.64: Victaulic® FireLock T1 Rigid Coupling Style 009N 10.02: Victaulic® FireLock TM Rigid Coupling Style 005H with Vic-PIusTM Gasket System 29.01: Victaulic® Terms and Conditions of Sale 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 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 Slates 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 lathe 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, 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved, victaulic.com 4 '4J Victaulic® Fire Lock"' installation-ReadyTM Rigid Couplings \4taulicr Style 009N and Style 109 10.64 o Patented Patented 1.0 PRODUCT DESCRIPTION Available Sizes Style 009N: 11/4 - 127DN32 - DN300 Style 109: 11/4 - 2 1/27DN32 - 73.0 mm Pipe Material Schedule 10, Schedule 40 or specialty carbon steel pipe listed in Section 5. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure Up to 365 psi/2517 kPa. Function Joins carbon steel pipe with grooved ends conforming to publication 25.01. Provides a rigid pipe joint designed to restrict axial or angular movement. 2.0 CERTIFICATION/LISTINGS USTED (E c104-la/36 EN 10311 Regulation (EU) No. 305/2011 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.corn 10.64 7072 Rev M updated 12/2018 © 2018 victaulic company. All rights reserved. ictaul.c 1 victaulic.com 3.0 SPECIFICATIONS - MATERIAL 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: (specify choice) O Orange enamel (North America, Asia Pacific) O Red enamel (Europe) O Optional for Style 009N: Hot dipped galvanized Gasket: (specify choice) o Grade "E" EPDM (Type A) VicPlusTM Pre-lubricated Gasket EPDM (Violet Color Code). Applicable for wet and dry (oil-free air) fire protection systems only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40°F/-40°C and above. Not compatible for use with hot water services or steam services. NOTES Reference should always be made to publication 1-100, victaulic Field Installation Handbook for gasket lubrication instructions. 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 publication 05.01, victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice) El Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASIM A449 (imperial) and ISO 898-1 Class 9.8 (M10-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial) and ASTM A563M Class 9 (metric). Track bolts and hex nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). El Optional for Style 009N: Stainless steel oval neck track bolts meeting the requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel Heavy Hex nuts meeting the requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling-resistant coating.' 1 Optional bolts/nuts are available in imperial size only, Coupling Linkage: High Strength Steel with comparable physical properties to that of the Track Bolt (ASTM A449). Linkage is zinc electroplated per ASTM B633 Fe/Zn 5, Type Ill Finish. 10.64 7072 Rev M updated 12/2018 © 2018 victaulic company. All rights reserved. victaulic.com iLcctauliiic~ victaulic.com 4.0 DIMENSIONS Style 009N Two-Bolt Installation-Ready Coupling oil Bil 7A-IIiII Size Maximum Maximum Allow. - Bolt/Nut Dimensions Weight Actual Pre-assembled Joint Assembled Outside Working End Pipe End Approx. X V X V Nominal Diameter Pressure2 Load2 Separation3 Qty. Size Z (Each) inches inches psi lb inches inches inches incies inches inches inches lb DIN mm kPa N mm - mm mm mm mm mm mm kg 1 1/4 1.660 365 790 0.10 2 /8 x 2 3.13 5.00 2.75 5.00 2.00 1.4 DN32 42.4 2517 3514 2.54 - M10x51 79 127 70 127 51 0.6 11/2 1.900 365 1035 0.10 2 3/8 X2 3.38 5.13 3.00 5.13 2.00 1.5 DN40 48.3 2517 4604 2.54 M10x51 86 130 76 130 51 0.7 2 2.375 365 1617 0.12 3/8 X2½ 4.00 5.63 3.50 5.63 2.00 1.9 DNSO 60.3 2517 7193 3.05 2 - M10x63 102 143 89 143 51 0.9 21/2 2.875 365 2370 0.12 3/a X2½ 4,50 6.13 4.00 6.13 2.00 2.1 73.0 2517 10542 3.05 2 M10x63 114 156 1 102 156 51 1.0 3.000 365 2580 0.12 2 /'<2/'2 4.63 6.00 4.13 6.13 2.00 2.1 DN65 76.1 2517 11476 3.05 M10x63 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 2 3/8 X2½ 5.13 6.75 4.63 6.75 2.00 2.3 DN80 88.9 2517 15622 3.05 - M10x63 130 171 117 171 51 1.0 4 4.500 365 5805 0.17 3/8X2½ 6.00 7.88 5.63 7.50 2.13 2.9 DN100 1143 2517 25822 4.32 2 - M10x63 152 200 143 191 54 1.3 4.250 365 5178 0.17 2 3/sx21/2 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 4.32 - M10x63 152 1.87 137 187 54 1.4 5 5.563 365 8872 0.17 2 ½x3 7.25 9.25 6.75 9.13 2.25 5.0 141.3 2517 39456 4.32 - M12x76 184 235 171 232 57 2.3 5.250 365 7901 0.17 1/2 X3 6.63 9.00 6.38 9.00 2.25 4.8 133.0 2517 35106 4.32 2 - M12x76 168 229 162 229 57 2.2 5.500 365 8672 0.17 2 ½x3 6.88 9.25 6.75 9.13 2.25 4.9 0N125 139.7 2517 38529 4.32 M12x76 175 235 171 232 57 2.2 6 6.625 365 12582 0.17 - ½x3¼ 8.38 10.38 7.88 10.13 2.25 6.0 DN150 168.3 2517 44469 4.32 2 M12x83 213 264 200 257 57 2.7 6.250 365 11198 0.17 ½x3¼ 7.88 10.00 7.38 9.88 2.25 5.6 159.0 2517 49753 1 4.32 2 - M12x83 200 254 187 251 57 2.5 6.500 365 12112 0.17 ½x3¼ 8.00 10.25 7.75 10.13 2.25 6.0 165.1 2517 53813 4.32 2 M12x83 203 260 197 257 57 2.7 8 8.625 365 21326 0.17 5/8 X4 10.88 13.38 10.25 13.13 2.50 11.4 DN200 219.1 2517 94863 4.32 2 M16x 101 276 340 260 333 64 5.2 8.500 365 20712 0.17 5/8 X4 10.63 13.25 10.25 10.13 2.63 11.4 216.0 2517 55968 4.32 2 - M16x 101 270 337 260 257 67 5.2 10 10.750 300 27229 0.25 7/8 X6½ 13.75 17.00 13.25 17.13 2.75 22.6 DN250 273.0 2068 121121 6.4 2 - M22x165 349 432 337 435 70 10.3 12 12.750 300 38303 0.25 7/8 X6½ 16.00 19.00 15.50 19.13 2.75 27.6 DN300 323.9 2068 170380 1 6.4 M22 165 406 483 394 486 1 70 12.5 2 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. See the Listings/Approvals section of this publication for ratings on other pipe. The allowable pipe separation dimension shown is for system layout purposes only. Style 009N couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling Style 009N or Style 109 couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Style 009N or Style 109 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 009N or Style 109 couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N or Style 109 coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of FlushSeal Gaskets For Dry Pipe Systems Style 009N or Style 109 couplings are supplied with Grade E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSeal gaskets cannot be used with the Style 009N or Style 109 couplings. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 3 \,ftaUIiC victaulic.com 4.1 DIMENSIONS Style 109 One-Bolt Installation-Ready Coupling iii -~gvw bl.WN OR Style 109 Pie-Assembled Style 109 Joint Assembled Size Maximum Maximum Pipe End - Bolt/Nut Dimensions Weight Actual Outside Working End Separation Pre-assembled Joint Assembled Approx. Nominal Diameter Pressure4 Load4 Allowable5 Qty. Size YL YB X Z YL YB X Z (Each) inches inches psi lb inches inches inches inches inches inches inches inches inches inches lb mm mm kPa N mm mm mm mm mm mm mm mm mm mm kg 1¼ 1.660 365 790 0.10 1 %x2¼ 1.88 2.50 3.13 1.88 1.88 2.63 2.75 1.88 1.4 DN32 42.4 2517 3514 2.54 M10x57 48 64 79 48 48 67 70 48 0.6 1 1/2 1.900 365 1035 0.10 1 3/sx21/4 2.00 2.63 3.25 1.88 2.00 2.75 3.00 1.88 1.5 DN40 48.3 2517 4604 2.54 M10x57 51 67 83 48 51 70 76 48 0.7 2 2.375 365 1616 0.12 /8x2½ 2.25 2.88 3.88 2.00 2.25 3.13 3.50 2.00 1.8 DN50 60.3 2517 7193 3.05 1 M10x63 57 73 98 51 57 79 89 51 0.8 2½ 2.875 365 2370 0.12 1 3/sx2½ 2.50 3.13 4.38 2.00 2.50 3.38 3.88 2.00 2.1 73.0 2517 10542 3.05 M10x63 64 79 111 51 64 86 98 51 0.9 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. Seethe Listings/Approvals section of this publication for ratings on other pipe. The allowable pipe separation dimension shown is for system layout purposes only. Style 109 couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling Style 009N or Style 109 couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Style 009N or Style 109 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 009N or Style 109 couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N or Style 109 coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of FlushSeal Gaskets For Dry Pipe Systems Style 009N or Style 109 couplings are supplied with Grade 'E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSeal gaskets and cannot be used with the Style 009N or Style 109 couplings. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com El \4taulic virt81 iIirnm 5.0 PERFORMANCE Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals6 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approval agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus" FM" VdS LPCB Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi psi psi inches inches kPa kPa kPa kPa kPa kPa DIN mm bar bar bar bar bar bar 11/4 1.660 365 365 363 363 363 363 DN32 42.4 2517 2517 2503 2503 2500 2500 25 25 25 25 25 25 365 365 363 363 363 363 1 1/2 1.900 DN40 48.3 2517 2517 2503 2503 2500 2500 25 25 25 , 25 25 25 365 365 363 363 363 363 2 2.375 DN50 60.3 2517 2517 2503 2500 2500 2500 25 25 25 25 25 25 365 365 363 363 363 363 21/2 2.875 73.0 2517 2517 2503 2500 2500 2500 25 25 25 25 25 25 3657 3638 363 363 DN65 3.000 76.1 2517 N/A 25038 N/A 2500 2500 25 258 25 25 3 3.500 365 365 363 363 363 363 0N80 88.9 2517 2517 2503 2503 2500 2500 25 25 25 25 25 25 365 365 363 363 363 363 4 4.500 DN100 114.3 2517 2517 2503 2503 2500 2500 25 25 25 25 25 25 4.250 363 363 108.0 N/A N/A 2503 2503 N/A N/A 25 25 290 365 363 363 232 363 5.563 141.3 2000 2517 2503 2503 1600 2500 20 25 25 25 16 25 3638 5.250 133.0 N/A N/A 25038 N/A N/A N/A 25 290' 3638 232 363 0N125 5.500 139.7 2000' N/A 25038 N/A 1600 2500 20 258 25 25 300 365 363 363 232 363 6 6.625 DN150 168.3 2068 2517 2503 2503 1600 2500 20 25 25 7 25 16 25 3638 6.250 N/A N/A 2503' N/A N/A N/A 159.0 25 29010 3638 363 6.500 200010 N/A 25038 N/A N/A 2500 165.1 20 258 25 6 Listed/Approved for Continuous use in wet and dry systems. Listed/Approved for dry systems 400 F/C and above. Please see the VictaulicInstallation Manual I-009N for details concerning when supplemental lubrication is required. cULus listed for DIN 2458 (EN 10220) 2.6 mm pipe wall. 8 FM approved for BS 1387 (EN 10255) Medium 3.6 mm pipe wall. cULus listed for EN 10220 4.0 mm pipe wall. 10 cULus listed for EN 10255 4.5 mm pipe wall. 11 With optional stainless steel fasteners, cULus Listed to 175psi/1207 kPa/12 bar and FM Approved to the FM ratings shown in the above table. The stainless steel fasteners have a marking designation of "316 on the end face of the bolt. 12 cuL listed to 250 psi/1720 kPa /17 bar. 10.64 7072 Rev M updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 5 Jtauiicr victaulic.com 5.0 PERFORMANCE (CONTINUED) Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals6 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approval agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus" FM" VdS LPCB Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi psi psi inches inches kPa kPa kPa kPa kPa kPa DIN mm bar bar bar bar bar bar 300 365 363 363 232 363 8 8.625 2068 2517 2503 2503 1600 2500 DN200 219.1 20 25 25 25 16 25 290 3638 8.500 2000 N/A 25038 N/A N/A N/A 216.0 20 25 300 300 300 300 10 10.750 2068 2068 2068 2068 N/A N/A DN250 273.0 20 20 20 20 30012 300 250 300 12 12.750 206.812 2068 1720 2068 N/A N/A DN300 323.9 2012 25 17 20 6 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems -40° F/c and above. Please see the Victaulic Installation Manual 1-009N for details concerning when supplemental lubrication is required. cULus listed for DIN 2458 (EN 10220) 2.6 mm pipe wall. 8 FM approved for BS 1387 (EN 10255) Medium 3.6 mm pipe wall. cULus listed for EN 10220 4.0 mm pipe wall. ° cULus listed for EN 10255 4.5 mm pipe wall. 11 With optional stainless steel fasteners, cULus Listed to 175p5i/1207 kPa/12 bar and FM Approved to the FM ratings shown in the above table. The stainless steel fasteners have a marking designation of 316" on the end face of the bolt. 12 cUL listed to 250 psi/1720 kPa /17 bar, 5.1 PERFORMANCE Style 109 One-Bolt Installation-Ready Coupling Listings/Approvals13 The information provided below is based on the latest listing and approval data at the time of publication. Listings! Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Size cULus FM Actual Outside Sch. 10 Sch. 40 Sch. 10 Sch. 40 Nominal Diameter psi psi psi psi inches inches kPa kPa kPa kPa DN mm bar bar bar bar 365 365 365 365 1'/4 1.660 2517 2517 2517 2517 0N32 42.4 25 25 25 25 365 365 365 365 11/2 1.900 DN40 48.3 2517 2517 2517 2517 25 25 25 25 365 365 365 365 2 2.375 0N50 60.3 2517 2517 2517 2517 25 25 25 25 365 365 365 365 21/2 2.875 2517 2517 2517 2517 73.0 25 25 25 25 Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems -40° F/C and above. Please see the Victaulic Installation Manual 1-109 for details concerning when supplemental lubrication is required. 10.64 7072 Rev M updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com '6 4tauIicr viffII iIirnm 52 PERFORMANCE Specialty Pipe Style 009N Two-Bolt Installation-Ready Coupling Listings/Approvals Size PressureRating cULus FM psi psi inches kPa kPa Pipe Type DN bar bar 1¼-4 300 EF DN32—DN100 2068 N/A 20 300 300 EL 1¼-2 2068 2068 DN32 - DN50 20 20 300 ET4O 1¼-2 2068 N/A DN32 - DN50 20 300 EZF 34 2068 N/A DN80—DN100 20 300 300 EZT 1¼-2 2068 2068 DN32—DN5O 20 20 300 FF 1 1/2 -4 2068 N/A DN40—DN100 20 300 300 GL 1¼-2 2068 2068 DN32 - DN50 20 20 300 300 1¼-4 2068 2068 DN32—DN100 MF _____________________________ 20 20 175 175 6 DN150 1205 1205 12 12 300 300 MT lh/4 2 2068 2068 DN32 - DN50 20 20 300 MLT 1¼-2 N/A 2068 0N32—DN50 20 300 TF 2½-4 N/A 2068 73.0 mm—DN100 20 175 300 WG5,WG5E,WF5,WG7,WG7E,WL7 1 1/4-4 1205 2068 DN32—DN100 12 20 300 300 WLS 1'/42 2068 2068 DN32—DN50 20 20 NOTES EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co EZF = EZ-Flow steel pipe manufactured by Northwest Pipe Co. EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FF = Fire-Flo steel pipe manufactured by Youngstown Tube Co. GL = GL steel pipe manufactured by Wheatland Tube Co. ME = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT = MLT steel pipe manufactured by Wheatland Tube Co TF = Tex-Flow steel pipe manufactured by Tax-Tube Co. WG5, WGSE, WF5 = WGalweld 5, WGalweld 5E, WFlow 5 steel pipe manufactured by Wuppermann Stahl GmbH. WG7, WG7E, WL7 = WGalweld 7, Wgalweld 7E, WLight 7 steel pipe manufactured by Wuppermann Stahl GmbH WLS = WLS steel pipe manufactured by Wheatland Tube Co. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 7 ___________ victaulic.com 5.3 PERFORMANCE Specialty Pipe Style 109 One-Bolt Installation-Ready Coupling Listings/Approvals Size re Rating Pressure cULus FM riches PSI Psi kPa kPa Pipe Type DIN bar bar 300 1 1/4-21/2 N/A 2068 0N32 - 73.0 mm 20 EF 300 1 1/2-21/2 DN4O - 73.0 mm 2068 N/A 20 300 Easy-Flow 1 1/4-2 N/A 2068 DN32—DN50 - 20 300 EL 1 1/4 _2 N/A 2068 DN32—DN50 20 300 300 ET4O 1¼-2 2068 2068 DN32—DN50 20 20 300 1 ¼-2 N/A 2068 DN32—DN50 EZT 20 300 1½-2 2068 N/A DN40—DN50 20 300 300 FF 1½-2½ 2068 2068 DN40 - 73.0 mm 20 20 300 GL 1¼-2 N/A 2068 DN32—DN50 300 300 MF 1¼-2½ 2068 2068 DN32 —73.0 mm 20 20 300 300 MT 1¼-2 2068 2068 DN32 - DN50 20 20 300 300 MLT 1¼-2 2068 2068 DN32 - DNSO 20 20 2½ 300 TF 73.0 mm N/A 2068 20 300 WG7,WG7E 1 ¼-2 N/A 2068 DN32—DN50 20 300 WLS 114-2 N/A 2068 DN32 - DN50 20 NOTES EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. Easy-Flow = Easy-Flow steel pipe manufactured by Borusan Mannesmann Boru. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FF = Fire-Flo steel pipe manufactured by Youngstown Tube Co. GL = GL steel pipe manufactured by Wheatland Tube Co. MF = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MILT = MILT steel pipe manufactured by Wheatland Tube Co. TF = Tex-Flow steel pipe manufactured by Tex-Tube Co. WG7, WG7E = WGalweld 7 and WGalweld 7E steel pipe manufactured by Wuppermann Stahl GmbH. WLS = WLS steel pipe manufactured by Wheatland Tube Co. 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com JtauIicr victatil ic .com ( 6.0 NOTIFICATIONS WARNING m Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designers responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 05.01 Seal Selection Guide 20.01: Original Groove System (OGS) Groove Specifications 1-009N: Installation Instructions FireLock EL°M Rigid Coupling Style 009N -100: Victaulic Field Installation Handbook -109: Installation Instructions FireLocklM One-Bolt Rigid Coupling Style 109 l-ENDCAP: Victaulic End Caps Installation Instructions 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 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 wabsite at www.victaulic.com. I 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, 10.64 7072 Rev M Updated 12/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com 01 4tauiicr U II IU,R I I5IU 'JU1JI luG Style 005H with Vic-PlusTM Gasket System Patented Exaggerated for clarity (us tGoset PI System Approvals/Listings: c@ us <> [LPCBJ LISTED ( . 104-la/02 See Victaulic Publication 10.01 for more details. LPC and VdS Approved, see notes on page 3 Product Description: FireLock Style 005H rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits assembly by removing one nut/bolt and swinging the housing over the gasket. This reduces components to handle during assembly. Style 005H FireLock coupling are designed and recommended for use ONLY on fire protection systems. Vic-Plus' Gasket System: Victaulic offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The Vic-Plus System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements and dry pipe fire protection system notes. Job/Owner System No. Location Contractor Submitted By Date 'JtaUIiC 10.02 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: (specify choice) Standard: Orange enamel (North America); red enamel (Europe) El Optional: Hot dipped galvanized Coupling Gasket: (specify choice) NOTE: Additional gasket styles are available, contact Victaulic for details. U Grade "E" EPDM Type A Vic-Plus° Gasket System' EPDM (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic-Plus' Gasket System, requiring no field lubrication for most installation conditions. 0 Grade "L" silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal® Gasket. 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. Standard gasket and FlushSeal gasket approved for dry pipe systems to —40°F/-40°c. Based on 'typical" pipe surface conditions, supplemental lubricant is recommended for services installed below o°F/-18°c and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. Engineer Spec Section Paragraph Approved Date victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 10.02 1538 Rev M updated 10/2014 © 2014 Victaulic company. All rights reserved. 1 Aictaulie victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Dimensions: Rated for wet and dry sprinkler systems at 350 psi/2413 kPa for 1 ¼ - 4/32 - 100 mm sizes and 300 psi /2068 kPa for 4 ¼ - 8/108 - 200 mm sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005H is rigid and does not accommodate expansion, contraction or angular deflection. Actual Maximum Maximum Allow. Approx. Nominal Outside Working End Pipe End Dimensions ___________ Weight X V Z Size Diameter Pressure 14 Load' Separation2 Bolt/Nut3 Each inches inches psi lbs. inches No. - size inches inches inches lbs. mm mm kPa N mm inches mm mm mm kg 1 1/4 1.660 350 755 0.05 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1,2 2-3/sX2¼ 70 114 48 0.5 11/2 1.900 350 990 0.05 2-3/3 X21/4 3.00 4.75 1.88 1.2 40 48.3 2413 4415 1.2 76 121 48 0.5 2 2.375 350 1550 0.07 2 - '/a x2½ 3.50 5.25 1.88 1.6 50 60.3 2413 6900 1.7 89 133 48 0.7 21/2 2.875 350 2270 0.07 2-3/&x2½ 4.00 5.75 1.88 1.9 65 73.0 2413 10110 1.7 102 146 48 .09 76.1 mm 3.000 350 2475 0.07 2- /3 x 2½ 4.13 5.75 1.88 1.9 76.1 2413 11010 1.7 105 146 48 0.9 3 3.500 350 3365 0.07 4.63 6.13 1.88 2.1 80 88.9 2413 14985 1.7 2- 3/ x 2½118 156 48 1.0 4 4.500 350 5565 0.16 2- 3/ x 2½ 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4.1 146 184 54 1.4 108.0 mm 4.250 300 4255 0.16 2-%x2½ 5.63 7.25 2.13 3.1 108.0 2068 18940 4.1 143 184 54 1.4 5 5.563 300 7290 0.16 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 2-1/2 x3 175 229 54 2.0 133.0 mm 5.250 300 6495 0.16 2-½X23/4 6.63 9.00 2.13 4.5 133.0 2068 28900 4.1 168 229 54 2.0 139.7 mm 5.500 300 7125 0.16 2-½x23A 6.88 9.00 2.13 4.8 139.7 2068 31715 4.1 175 229 54 2.2 6 6.625 300 10340 0.16 2-½x3 8.00 10.00 2.13 5.0 150 168.3 2068 46020 4.1 203 254 53 2.3 159.0 mm 6.250 300 9200 0.16 2-½x2~ 7.63 10.00 2.13 5.5 159.0 2068 40955 4.1 194 254 54 2.5 165.1 mm 6.500 300 9955 0.16 2-½ x 3 8.15 10.00 2.13 5.5 165.1 2068 44295 4.1 207 254 54 2.5 8 8.625 300 17525 0.19 2-5/a X4¼ 10.50 13.14 2.63 11.3 200 219.1 2068 78000 4.8 267 334 67 5.1 1 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 ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11h times the figures shown. 2 The allowable pipe separation dimension shown is for system layout purposes only. Style 005H couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 3 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. 4 Style 005H couplings are VdS and LPC Approved to 16 Bar/235 psi. 10.02 1538 Rev M updated 10/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2 j21tau1ic' victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Listings/Approvals: The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Related Working Pressure psi Related Working Pressure psi Related Working Pressure psi Pipe Sch. Size inches UL ULC FM Pipe Sch. Size inches UL ULC FM Pipe Sch. Size inches UL ULC FM 5 11/4-3 175 175 175 EL 11/4-2 300 N/A N/A MT 11/4 -2 300 N/A N/A 11/4-3 350 350 350 ET 11/4-2 300 N/A N/A STF 11/4-4 N/A N/A 300 10,40 5— 8 300 300 300 EZ 4-6 3006 N/A 300 Steady11/4-2 N/A N/A 300 BLT 11/4-2 300 300 N/A FF 11/4-4 N/A N/A 300 TF 3-8 N/A N/A 300 DF 11/4-4 300 300 300 GAL -7 11/4-2 300 N/A N/A WLS 11/4 -2 300 300 N/A DT 11/4-2 300 300 N/A MLT 11/4 -2 300 N/A N/A XL 1¼-3 300 300 300 EF 11/4_4 175 7 N/A 175 MF 11/4 -4 300 N/A 1 300 5 FM approved for service in 11/2 —4' pipe. 6 UL Listed for service up to 4' pipe Only. 7 UL Listed for service up to 3 only. 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. 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. Trademarks Victaulic5 is a registered trademark of Victaulic Company. 10.02 1538 Rev M updated 10/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 3 JtaUIiC Victaulic® Flexible Coupling A_C_ta_U1iC° Style 75 06.05 1 - 8YDN25 - DN200 1.0 PRODUCT DESCRIPTION Available Sizes 1 - 87DN25 - DN200 Pipe Material Carbon steel Stainless steel Maximum Working Pressure Accommodates pressures ranging from full vacuum (29.9 in Hg/760 mm Hg) up to 500 psi/3447 kPa/34 bar Working pressure dependent on material, wall thickness and size of pipe Application Joins standard roll grooved and cut grooved pipe, as well as grooved fittings, valves and accessories Provides a flexible pipe joint which allows for expansion, contraction and deflection Up to 50% lighter in weight than standard Victaulic Style 77. or Style' 177N flexible couplings 2.0 CERTIFICATION/LISTINGS - c®us <eT> ILPCB]USTO (" NOTES Download oublication 10.01 for Fire Protection Certifications/Listings Reference Guide. See oublication 02.06: Victaulic Potable Water Approvals ANSI/NSF for potable water approvals if applicable. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location El Spec Section Paragraph Submitted By Date Approved Date %iIr42.iIie (rm 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. 1 ',.j4'(tauIic 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) 0 Standard: Orange enamel 0 Optional: Hot dipped galvanized 0 Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice') O Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30°F to +230°F/-340C 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 +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. o Grade "1" Nitrile Nitrile (Orange stripe color code). Temperature range —20°F to +180°F/-29°C to +82°C. May be specified for petroleum products, 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. O Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction. 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) 0 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). 0 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. 2 Optional bolts/nuts are available in imperial sizes only. 06.05 1470 Rev P updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 2 'J'tauljc, vittai i1irrnm 4.0 DIMENSIONS Style 75 I 7 k37 L ;!Iye! ' Pipe End Deflection from Size Separation3 Centerline Bolt/Nut - Dimensions Weight Actual Outside Approx. Nominal Diameter Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches inches inches/ft. imperial inches inches inches lb DN mm mm Degrees mm/rn - metric mm mm mm kg 1 1.315 0-0.06 0.57 3/sx2 2.38 4.27 1.77 1.3 DN25 33.7 0-1,6 20 - 43' 48 2 - M10x51 61 108 45 0.6 1 1/4 1.660 0-0.06 0.45 3/8 X2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 20-10' 38 2 - M10x51 68 117 45 0.6 11/2 1.900 0-0.06 0.40 3/8 X2 2.91 4.82 1.77 1.5 DN40 48.3 0-1.6 10-56' 33 2 - M10x51 74 122 45 0.6 2 2.375 0-0.06 0.32 2 3/8 X2 3.43 5.22 1.88 1.7 DNSO 60.3 0-1.6 10 - 31' 26 - M10x51 87 133 48 0.8 21/2 2.875 0-0.06 0.26 3/8 X2 3.88 5.68 1.88 1.9 73.0 0-1.6 10 - 15' 22 2 - M10x51 98 144 48 0.9 -. 3.000 0-0.06 1° 12' 0.26 2 3/sx2 4.00 5.90 1.88 1.9 DN65 76.1 0-1.6 - 22 - M10x51 102 150 48 0.9 3 3.500 0-0.06 0.22 2 ½ x 2/4 4.50 7.00 1.88 2.9 DN80 88.9 0-1.6 10 - 2' 18 - M12x70 114 178 48 1.3 31/2 4.000 0-0.06 00-54' 0.19 2 1/2 x 2 3/4 5.00 7.50 1.88 2.9 DN90 101.6 0-1.6 16 - M12x70 127 191 48 1.3 4 4.500 0-0.13 0.34 2 ½x234 5.80 8.03 2.13 4.1 DN100 114.3 0-3.2 10 - 36' 28 - M12x70 147 204 54 1.9 4.250 0-0.13 10-41' 0.35 2 '/2x23/4 5.55 7.79 2.13 3.7 108.0 0-3.2 29 - M12x70 141 198 54 1.7 5.000 0-0.13 10-26' 0.25 2 %x31/4 6.13 9.43 2.13 5.5 127.0 0-3.2 21 - M16x83 156 240 54 2.5 5 5.563 0-0.13 10 - 18' 0.27 2 5/xx3¼ 6.88 10.07 2.13 5.8 141.3 0-3.2 23 - M16x83 175 256 54 2.6 5.250 0-0.13 10-21' 0.28 2 5/xx3¼ 6.55 9,37 2.13 6.0 133.0 0-3.2 24 - M16x83 166 238 54 2.7 5.500 0-0.13 0.28 5/8 X3'/4 6.80 9.59 2.13 6.3 DN125 139.7 0-3.2 11 - 18' 24 2 - M16x83 1 173 244 54 2.9 6.000 0-0.13 10 - 12' 0.21 2 /8 x 3 ¼ 7.38 10.48 1.88 6.2 152.4 0-3.2 18 - M16x83 187 266 48 2.8 6 6.625 0-0.13 0.23 2 5/xx3¼ 8.00 11.07 2.13 7.0 DN150 168.3 0-3.2 18 - M16x83 203 281 54 3.2 6.250 0-0.13 1°-9' 0.24 2 %x3¼ 7.63 10.49 2.13 6.8 159.0 0-3.2 20 - M16x83 194 266 54 3.1 6.500 0-0.13 10-7' 0.23 2 5/ x 3 1/4 7.84 10.66 2.08 6.6 165.1 0-3.2 58 - M16x83 199 271 53 3.0 8.515 0-0.13 00-51' 0.18 2 3/4x4¼ 10.19 13.75 2.32 13.2 216.3 0-3.2 46 - M20 108 259 1 350 59 6.0 8 8.625 0-0.13 , 0.18 ~x41/4 10.34 13.97 2.13 12.4 DN200 219.1 0-3.2 0-50 14 2 M20 108 1 263 355 59 5.6 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 ½'/DN20 - DN90; 25% for 4'/DN100 and larger. NOTE Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 JtauIic victaulic.com 5.0 PERFORMANCE Style 75 Size Maximum Actual Outside Working Maximum Nominal Diameter Pressure4 End Load4 inches inches psi lb DIN mm kPa N 1 1.315 500 680 DN25 33,7 3447 3,025 1¼ 1.660 500 1080 DN32 42.4 3447 4,805 1 ½ 1.900 500 1420 DN40 48.3 3447 6,320 2 2.375 500 2215 DN50 60.3 3447 9,860 21/2 2.875 500 3245 73.0 3447 14,440 3.000 500 3535 DN65 76.1 3447 15,730 3 3.500 500 4800 DN80 88.9 3447 21,360 31/2 4.000 500 6300 DN90 101.6 3447 28,035 4 4.500 500 7950 DN100 114.3 3447 35,380 4.250 450 6380 108.0 3103 28,395 5.000 450 8820 127.0 3103 39,250 5 5.563 450 10935 141.3 3103 48,660 5.250 450 9735 133.0 3103 43,325 5.500 450 10665 DN125 139.7 3103 47,460 6.000 450 12735 152.4 3103 56,670 6 6.625 450 15525 DN150 168.3 3103 69,085 6.250 450 13800 159.0 3103 61,405 6.500 450 14930 165.1 3103 66,412 8.515 450 25625 216.3 3103 113,986 8 8.625 450 26280 DN200 219.1 3103 116,945 Working Pressure and End Load are total, from all internal and external loads, based on ANSI B36.10 sized carbon steel pipe, grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. NOTE WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11h times the figures shown. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4 \,,htauIic' victaulic.com 6.0 NOTIFICATIONS A WARNING Victaulic RX roll sets must be used when grooving light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or property damage. NOTICE Victaulic RX grooving rolls must be ordered separately. They are identified by a silver color and the designation RX on the front of the roll sets. 7.0 REFERENCE MATERIALS 0206; Victaulic® Potable Water Approvals ANSI/NSF 05.01; Victaulic® Seal Selection Guide - Elastomeric Seal Construction 06,15; Victaulic® Pressure Ratings and End Loads for Victaulic Couplings on Steel Pipe 10.01; Victaulic® Products for Fire Protection Pipings Systems - Regulatory Approval Reference Guide 17.01; Victaulic® Pipe Preparation for Use on Stainless Steel Pipe With Victaulic Products 17.09; Victaulic® Ductile Iron Grooved Couplings Performance Data for Stainless Steel Pipe 25.01; Victaulic® Standard Groove Specifications 26.01; Victaulic® Design Data 29.01; Victaulic® Terms and Conditions of Sale 1-100; Victaulic® Field Installation Handbook User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as lathe suilability 01 This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end-use application, in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, and the applicable building codes and related Victaulic reserves the right to change product specifications, designs and standard regulations as well as Victaulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Nothing in this or any other document, nor any verbal recommendation, Installation advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, Reference should always be made lathe Victaulic installation handbook or installation or waive any provision at Victaulic Company's standard conditions of sale, installation instructions of the product you are installing. Handbooks are included with each shipment guide, or this disclaimer, of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product, service, or design is intended, or should be constructed, to grant any license Peter to the Warranty section of the current Price List or contact Victaulic for details. 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 Trademarks material, product, service, or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/or methods of use in the United Slates and/or other I countries. 06.05 1470 Rev P Updated 10/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 . \/'tauIic I Threading Practice .. Weld_MiserTM Tee_Let® Ettachee Thread 12 Wrend Head Vanish MeritTeo.Lot light TiLqThtt PftchUre\ M"' Ptpo Tapered Palo nratehoe pItch fir. of thread IoaoiraHdytoarrod torraioteoed. MERIT NPT THREAD FORM Ms.[ Vanish Tight Threads Mate Prpe L3 thnacK s Zj STANDARD NPTTHREAD FORM Installation Welding Outlet Fittings EPT TAPEREDPIPE THREADS Drop Nipple Li L3 Total 12 or Tee-Let Hand Tight Wrench Tight Li - L3 Effective Outlet Size LenathL_ Threads In. (mm) In. Threads '9j' Threads fm Threads '(jjpj Threads 14" 0.320 4.48 214 3.00 0.534 7.48 0.534 15 81 13.6 3/4" 339 4.75 02i4 3.00 O.553 7.75 64 20 __ 86 5.4 14.0 1° 0.400 4.60 0.261 3.00 0.661 7.60 0.683 785 25 102 6.6 168 11/4" 0.261 0.681 7.83 0.707 8.13 1½" 0A20 4.83 0.261 1 8,0 3.00 0.697 0.724 7.83 8.32 40 107 6.6 17.7 184 2" 0.436 5.01 0.261 3.00 0.706 801 . 0.757 870 50 111 JL2_JL _ 21h" 0.682 5.46 0.250 200 0.932 7.46 1.138 9.10 65 11.3 6.4 23.7 28,9 3 0.766 613 1.016 8.13 1.200 30 _12_ 1 4 0.250 E2.O 50 1.094 00 17P 8.75 1.300 9601 in An 100 214 6.4 Domestic Manufacture Increasingly, federal, state, municipal, and quasi municipal authorities require domestic content for fire sprinkler systems. Merit® Tee-Lets® meet these requirements. The need to maintain dual inventories; one domestic; one import is eliminated. Welding Practice Tee-Let® thread form is consistent with Aeronautical National Form (ANPT) AS71 051. The thread is fully formed over both the L-1 hand tight and L-3 wrench tight threads. NPT tapered threads are typically gauged only over the L-1 threads. This makes Tee-Lets more forgiv- ing of field cut threaded pipe that may only marginally conform to the specification. Fewer leaks translate into lower costs. Ease of Installation Merit Manufacturing Tee-Lets are designed to sit higher on the pipe, thereby requiring less weld and eliminating burn through. Tee-Lets sit higher on the header or branch line pipe than competitive fittings. This allows the welding torch to remain in an optimum position for welding. In addition, 114 and larger Type A female threaded and Type C grooved Tee-Lets require the same hole size for installation. This re- suits in fewer change overs when installed using automatic welders. When measured with respect to linear inches of weld required for installation, Tee-Lets require up to 15% less weld than competitive fittings. This reduces time and savings over time are substantial. The diameter of the contoured end of Type A Tee-Lets has been reduced so that the wail thickness more nearly matches the header or branch line pipe wail thickness. Therefore, current and voltage settings required for welding are set to provide for adequate penetration without burn through and cold shutting. Also, weld volume required for installation is lower for Tee-Lets than most other fittings. Typically, Tee-Lets re- quire one-weld pass for attachment. 2.650" - 2.820 2' Merit Weld-Miser Tee-Let .325'-1 I- 2' Competitive Fitting WELDING PRACTICE Outlet MERIT WELD-MISER TEE-LET COMPETITIVE FITTING Size WELD VOLUME* LINEAR WELDING WELD VOLUME* LINEAR WELDING In. (mm) Cross Sec. Area %Iess In. (mm) %Iess Cross Sec. Area %more In. (mm) %!ess 1" 0.051 sq. in. 2.48 0.058 sq. in, 2.48 12% 0% 12% 0% 25 32.9 sq mm 62.9 374 sq mm 62.9 11/4 0.032' 2.88 0.063 3. 01 48% 4% 48% 40//0 32 20.6 73.1 40.6 76.4 11&" 0.036" 3.12 0.060 46 40% 10% 40% 100/s 40 23.2 79.2 38.7 87.8 2' 0.040" 3.77 0.106 41 62% 15% 62% 15% 50 25.8 95.7 68.3 112.0 ANVLStar Fire Products Division / MERIT® WeIdMiserTM Tee-Let® Type B Male Thread Welding Outlet Fittings Standard Weight Type C Cut Groove Standard Weight Type C/R Roll Groove Schedule 10 TflII ( j Cut Nominal Nominal Outlet Inside Diameter - 0 Outside Wall Thickness - F Male Thread a81 ea Groove Std. R Roll 10 Outlet Header Length Diameter Standard Schedule Standard Schedule Wt. A B C Weight 10 E Weight 10 NPT (ISO-i-i) NPT (ISO-i-I) NPT (ISO-i-i) In.(mm) In-(Mm) in. (mm) In.(mm) in. (mm) In.(mm) in. (mm) in. (mm) 1325025 2025025 2225025 2½ 3 2.469 2.635 2.875 ' 0.203 0.120 2125025 65 80 62.7 67.0 76.2 5.0 30 1325030 2025030 2225030 3 3 2.469 2.635 2.875 0.203 0.120 2125030 80 80 62.7 67.0 76.2 5.0 3.0 1325035 2025035 2225035 4 3 2.469 2.635 2.875 0.203 0.120 2125035 2½x 65x 100 80 62.7 67.0 76.2 5.0 3.0 1325050 2025050 2225050 5 3 2.469 2.635 2.875 0.203 0.120 2125050 125 80 62.7 67.0 76.2 5.0 3.0 1325060 2025060 2225060 6 3 2.469 2.635 2.875 0.203 0.120 2125060 , 175 80 62.7 67.0 76.2 5.0 3.0 1325080 2025080 2225080 8 3 2.469 2.635 2.875 0.203 0.120 2125080 200 80 62.7 67.0 76.2 5.0 3.0 P1330030 2030030 2230030 3 3 3.068 3.260 3.500 0.216 0.120 80 80 78.0 83.0 88.0 5.0 3.0 1330035 2030035 2230035 3½ 3 3.068 3.260 3.500 0.216 0.120 , 85 80 , 78.0 83.0 88.0 5.0 3.0 1330040 2030040 2230040 4 3 3.068 3.260 3.500 0.216 0.120 3 x 80x . 100 80 78.0 83.0 88.0 5.0 3.0 1330050 2030050 2230050 5 3 3.068 3.260 3.500 0.216 0.120 125 80 78.0 83.0 88.0 5.0 3.0 1330060 2030060 2230060 6 3 3.068 3.260 3.500 0.216 0.120 150 80 78.0 83.0 88.0 5.0 3.0 1330080 2030080 2230080 8 3 3.068 3.260 3.500 0.216 0.120 200 80 78.0 83.0 88.0 5.0 3.0 1340040 2040040 2240040 4 4 4.026 4.260 4.500 0.237 0.120 100 100 102.0 108.0 1 114.0 6.0 3.0 1340050 2040050 2240050 5 4 4.026 4.260 4.500 0.237 0.120 4x bOx 125 100 102.0 108.0 114.0 6.0 3.0 1340060 2040060 2240060 6 4 4.026 4.260 4.500 0.237 0.120 150 100 102.0 108.0 114.0 6.0 3.0 1340080 2040080 2240080 8 4 4.026 4.260 4.500 0.237 0.120 200 1 100 102.0 108.0 114.0 6.0 3.0 - 2060060 2260060 6 4 6.065 6.357 6.625 0.280 0.134 6x 150x 150 100 155.0 161.5 168.3 7.1 1 3.0 - 2060080 2260080 8 4 6.065 6.357 6.625 0.280 0.134 200 100 155.0 161.5 168.3 7.1 3.0 - 2080080 - 8x 8 4 7.981 8.329 8.625 0.322 0.148 200x 1 200 1 100 1 203.0 1 212.0 1 213.0 8.0 3.0 Note: Tee-Lets are manufactured to fit size-on-size. that is the contoured shaoe on a aiven Tee-Let is made to fit oerfectiv on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately 142" will appear along the longitudinal centerline of the header. For example, a lx 2 - 21,'" Tee-Let, is a 1' outlet fitting manufactured to fit perfectly on the 2' header size listed, while leaving a 1/32" gap along the longitudinal centerline of the 21/t" size. If a perfect fit is required for a 21h" header pipe, then a lx 21A - 3" Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. -6- INVLStar Fire Products Division Type B Male Thread Standard Weight Type C Cut Groove Standard Weight WeIdMiserTM Tee-Let® Welding Outlet Fittings WELD-MISER 11 I!1 DIMENSIONS (NOMINAL Male Thread Cut Nominal Outlet Groove Nominal Header Outlet Length Inside Diameter Outside Diameter Wall Thickness Std Wt A Std. Wt. B C D E F NPT (BSPT) NPT(BSPT) In.(mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) 1310012 2010012 11/4 1½ 3 1.049 1.315 0.133 32-40 80 26.6 33.4 3.4 1310015 2010015 1½-2 3 1.049 1.315 0.133 lx 40-50 80 26.6 33.4 3.4 1310020 2010020 2-2½ 3 1.049 1.315 0.133 25 50-65 80 26.6 33.4 3.4 1310025 2010025 2½-4 3 1.049 1.315 0.133 65-100 80 26.6 33.4 3.4 1310050 2010050 5-8 3 1.049 1.315 0.133 125-200 8Q 26.6 33.4 3.4 1312012 2012012 11/4 3 1.368 1.660 0.140 32 80 34.7 42.2 3.6 1312015 2012015 1½ 3 1.368 1.660 0.140 11/4 X 40 80 34.7 42.2 3.6 1312020 2012020 2-2½ 3 1.368 1.660 0.140 32x 50-65 80 34.7 42,2 3.6 1312025 2012025 3-4 3 1.368 1.660 0.140 80-100 80 34.7 42.2 3.6 1312050 2012050 5-8 3 1.368 1.660 0.140 125-200 80 34.7 42.2 3.6 1315015 2015015 1½ 3 1.610 1.900 0.145 40 80 40.9 48.3 3.7 1315020 2015020 2 3 1.610 1.900 0.145 1½x 50 80 40.9 48.3 3.7 1315025 2015025 2½ 3 1.610 1.900 0.145 40x 65 80 40.9 48.3 3.7 1315030 2015030 . 3-4 3 1.610 1.900 0.145 80-100 80 40.9 48.3 3.7 1315050 2015050 5-8 3 1.610 1.900 0.145 125-200 80 40.9 48.3 3.7 1320020 2020020 2 3 2.067 2.375 0.154 50 80 52.5 60.3 3.9 1320025 2020025 2½ 3 2.067 2.375 0.154 65 80 52.5 60.3 3.9 1320030 2020030 3 3 2.067 2.375 0.154 2x 80 80 52.5 60.3 3.9 1320035 2020035 4 3 2.067 2.375 0.154 50x 100 80 52.5 60.3 3.9 1320050 2020050 5 3 2.067 2.375 0.154 125 80 52.5 60.3 3.9 1320060 2020060 6 3 2.067 . 2.375 0.154 150 80 52.5 60.3 3.9 1320080 2020080 8 3 2.067 2.375 0.154 Note: Tee-Lets are manufactured to fit size-on-size. that is the contoured shane on a niven Tee-Let is made to fit nerfer.tiv on the first listed header 517e If installed on the second header size marked on the fitting, a slight gap of approximately 1/32" will appear along the longitudinal centerline of the header. For example, a lx 2 - 21A' Tee-Let, is a 1" outlet fitting manufactured to fit perfectly on the 2' header size listed, while leaving a 1/32" gap along the longitudinal centerline of the 21A" size. If a perfect fit is required for a 21h' header pipe, then a lx 21A - 3" Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. ANJStar Fire Products Division MERIT® WeIdMiserTM Tee-Let® Welding Outlet Fittings Type A Female Three -------;----B WELD-MI IIl1' DIMENSIONS PART Part Nominal Nominal Outlet Inside Make Weight ' Number ber Outlet Header Length Diameter Up Each A B C D M NPT (BSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. (kg) 1002002 1/4 X 11/4 8 0.080 - 6K 6 -200 . 0.04 1005012 11/4 - 1½ 1.063 0.700 0.500 0.171 - 32-40 27.0 17.8 12.7 0.08 1005015 1½-2 1.063 0.700 0.500 0.171 - 1,X 13 40-50 27.0 17.8 12.7 0.08 1005020 2 - 2½ 1.063 0.700 0.500 0.171 - 50-65 27.0 178 12.7 0.08 1005025 2½ -8 1.063 0.700 0.500 0.169 - 65-200 27.0 178 12.7 0.08 1007012 1¼-1½ 1.125 0.900 0.500 0.260 - 32-40 28.6 22.9 12.7 0.12 1007015 1½-2 1.125 0.900 0.500 0.260 ____ 3/4 x /9x 40-50 28.6 22.9 12.7 0.12 1007020 2 - 21/t 1.125 0.900 0.500 0.260 - 50-65 28.6 22.9 12.7 0.12 1007025 2½-8 1.125 0.900 0.500 0.256 65-200 28.6 22.9 12.7 0.12 1010012 11/4 - 1½ 1.250 1.145 0.500 0.331 1110012 32-40 31.8 29.1 12.7 0.15 1010015 1½ -2 1.250 1.145 0.500 0.331 1110015 40-50 31.8 29.1 12.7 0.15 1010020 2 - 21A 1.250 1.145 0.500 0.320 1110020 lx 25 x 50-65 31.8 29.1 12.7 0.15 1010025 2½-3 1.250 1.145 0.500 0.314 1110025 65-80 31.8 29.1 12.7 0.14 1010030 3 -4 1.250 1.145 0.500 0.309 1110030 80-100 1 31.8 29.1 1 12.7 0.14 1010050 5 -8 1 1.250 1.145 0.500 0.291 1110050 .125-200 31.8 29.1 12.7 0.13 1012012 11/4 - 1½ 1.375 1.490 0.500 0.432 1112012 32-40 34.9 378 12.7 .019 1012015 11A -2 1.375 1.490 0.500 0.421 1112015 40-50 34.9 378 12.7 .019 1012020 2 - 2½ 1.375 1.490 0.500 0.421 1112020 11/4 x 32K 50-65 34.9 37.8 12.7 .019 1012025 21A -3 1.375 1.490 0.500 0.411 1112025 65-80 34.9 378 12.7 .019 1012030 3 -4 1.375 1.490 0.500 0.389 1112030 80-100 34.9 378 12.7 .018 1012050 5 -8 1.375 1.490 0.500 0.389 1112050 125-200 34.9 378 1 12.7 .018 1015015 1½ 1.625 1.610 0.875 0.477 1115015 40 41.3 40.9 22.2 .022 1015020 2 1.625 1.610 0.875 0.477 1115020 114 50 41.3 40.9 22.2 .022 1015025 2½ 1.625 1.610 0.875 0.477 1115025 65 41.3 40.9 22.2 .022 1015030 40 A 3-4 1.625 1.610 0.875 0.477 1115030 80-100 41.3 40.9 22.2 .022 1015040 4 1.625 1.610 0.875 0.477 1115040 100 41.3 40.9 22.2 .022 1015050 5 -8 1.625 1.610 0.875 0.477 1115050 125-200 41.3 40.9 22.2 .022 WELD-MISER II1l DIMENSIONS 1r Nominal Nominal NUM Part BERS Outlet Inside Make Weight Number Outlet Header Length Diameter Up Each A B C D M NPT(RSPT) In (mm) In (mm) In (mm) In (mm) In (mm) Lb. (kg) 1020020 2 1.750 2.067 0.875 0.857 1120020 50 44.5 52.5 1 22.2 0,38 1020025 2½ 1.750 2.067 0.875 0.829 1120025 65 44.5 52.5 22.2 0.38 1020030 3 1.750 2.067 0.875 0.829 1120030 2 x 80 44.5 52.5 22.2 039 1020040 4 1.750 2.067 0.875 0.800 1120040 50 v 100 44.5 52.5 22.2 0.36 1020050 5 1.750 2.067 0.875 0.743 1120050 125 44.5 52.5 22.2 0.34 1020060 6 1.750 2.067 0.875 0.743 1120060 150 44.5 52.5 22.2 0.34 1020080 8 1.750 2.067 0.875 0.743 1120080 200 1 44.5 52.5 22.2 1 0.34 1025025 21A 2.215 2.469 1.125 1.250 1125025 65 54.0 62.7 28.6 055 1025030 3 2.215 2.469 1.125 1.200 1125030 80 54.0 62.7 28.6 055 1025040 4 2.215 2.469 1.125 1.150 1125040 2½x 65K 100 54.0 62.7 28.6 0.52 1025050 5 2.215 2.469 1.125 1.150 1125050 125 54.0 62.7 28.6 0.52 1025060 6 2.215 2.469 1.125 1.150 1125060 150 54.0 62.7 28.6 052 1025080 8 2.215 2.469 1.125 1.150 1125080 1 200 54.0 62.7 28.6 0.52 1030030 3 2.500 3.068 1.500 1.750 - 80 63.5 77.9 38.1 079 1030040 4 2.500 3.068 1.500 1.700 - 3 x 100 63.5 77.9 38.1 0.77 1030050 5 2.500 3.068 1.500 1.700 - 80K 125 63.5 77.9 38.1 077 1030060 6 2.500 3.068 1.500 1.650 - 150 63.5 779 38.1 0.75 1030080 8 2.500 3.068 1.500 1.650 - 200 63.5 77.9 38.1 0.75 1040040 4 3.000 4.026 2.000 3.000 - 100 76.2 102.3 50.8 1.36 1040050 5 3.000 4.026 2.000 2.900 - 4x lOOK 125 76.2 102.3 50.8 1.32 1040060 6 3.000 4.026 2.000 2.800 - 150 76.2 102.3 50.8 1,27 1040080 8 3.000 4.026 2.000 2.800 - 200 76.2 102.3 50.8 1.27 Note: Part #1002002 is not UL Listed or FM Approved. All size-on-size (i.e. 2 X 2) Tee-Lets are not FM Approved. ANJtLStar Fire Products Division WeIdMiserTM Tee-Let® Welding Outlet Fittings For Fire Protection & Other Low Pressure Piping Systems Merit Weld-Miser1M Tee-Let® Welding Branch Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings spe- cifically designed and manufactured to be installed on Schedules 5 thru 10, proprietary thin wall flow pipe and standard wall pipe. Merit Tee-Lets are forged steel welding outlet fittings. The material used in manufacture meets the chemical and physical requirements of ASTM A 53, Grades A or B, Type E, A-135, A-795, Tee-Lets employ a low weld volume design to provide for either a partial or full penetration weld employing a single pass with minimum burn-through and pipe distortion. Weld Miser Tee-Lets are recommended for use on proprietary thin wall, Schedules 5, 10 and 40 pipe. Threads comply with ANSI B1.20.1 or 1S07/1. They are UL Listed and FM Approved for use conforming to the requirements of Bulletin 13 1999 of the National Fire Protection Association. When used in fire sprinkler systems, Tee-Lets are rated for 300 psi. When used in mechanical systems, maximum pressures are calculated using criteria de- veloped for ASME B31 piping code. APPROVED For liuing/app,oaal details contact your AnvilSta, Representative. TEE-LET WELOEB OUTLET FITTING (U P4I *X111 11iiuiiii Outlet Model Outlet Pipe Size Header Pipe Size Rated Pressure (Inch) (Inch) (psig) lit, 3/4, 1 1, -8 (Sch. 10, 40) 14 (Sch. 5, DynaFlow) Tee-Let Type A 1 1/4,1½,2,2½,3,4 (F-Threaded End) 300 2 4 (EZ-Flow) 2,4 6 (EZ-Flow) Tee-Let Type C 11/4 8 . 11/4 -8(Sch.10,40) (Grooved End) 300 2½ -8 1 ,4 (Sch. 5, DynaFlow) Tee-Let Type C/R 11/4.6 11/4.8 (All Schedules) 300 (Roll _Grooved _End) Size-on-size (i.e. 2 x 2) Tee-Lets are not FM Approved. FM rated working pressure when welded on Sch. 5 or non-threadable lightwall pipe is 175 psi. AiitLStar Fire Products Division - x Quantity Outlet Size Header Size Always Column 'A" Insert size order a few of Chart consolidation more than from Column actually "B" of chart. required for the job. Quantity Part Number Type Merit Steel Weight End Tee-Let Material Sch. 10 A - Female Thread Standard B - Male Thread C - Cut Groove C/R - Roll Groove MERIT® WeIdMiserTM Tee-Let® Welding Outlet Fittings Unified Design TM Series Merits Unified Design Series carries all important design considerations into its entire line of welding branch outlet fittings. Merit® Weld_MiserTM Tee-Lets® are designed and Manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. Merit Tee-Lets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: - - —I- - - The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll-off, burn-through or excessive distortion. On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. Each outlet size 11/2 and larger, whether male or female threaded, cut grooved or beveled requires the same hole size in the header pipe. This simplifies the installation process. General Specifications Tee-Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee-Lets. Threads are cut in accordance with the requirements of ANSI B1.20.1, national standard for tapered pipe threads, or ISO-7-1 threads are available. Tee-Let threaded and grooved welding outlet fittings are UL/ULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. Merit® Weld-MiserTM Tee-Lets® are identified by a lot number that provides full traceability per ISO 9000 specifications. For Your Piping Systems Specify Weld-Miser TM Tee-Let® Branch Outlet Fittings shall be Merit Weld-Miser Tee-Let, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI B1.21 or ISO-7-1, and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. How to Order - Use either of the following methods for ordering Merit® WeldMiserTM Tee-Let®. Method No. 1 Method No. 2 Specify quantity desired followed by the part Use the following system: number shown in the "dimensions" chart for the type and size of outlet desired. —2— iNVtLStar Fire Products Division 1: _IIF L 4 ;ectir victaulic.com 7.1 REFERENCE MATERIALS Size ServicesPressures per Regulatory Approvals and Listings6 Nominal UL IJLC FM VdS LPCB CNBOP inches psi psi psi psi psi psi DN kPa kPa kPa kPa kPa kPa 1 ¼x½ 300 300 300 232 232 232 DN32XDN15 2068 2068 2068 1600 1600 1600 1¼x3/4 300 300 300 232 232 232 DN32XDN20 2068 2068 2068 1600 1600 1600 1 ¼x1 300 300 300 232 232 232 DN32XDN25 2068 2068 2068 1600 1600 1600 1 ½x 1/u 300 300 300 232 232 232 DN40XDN15 2068 2068 2068 1600 1600 1600 1 ½x 3/4 300 300 300 232 232 232 DN40XDN20 2068 2068 2068 1600 1600 1600 1½x1 300 300 300 232 232 232 DN40XDN25 2068 2068 2068 1600 1600 1600 2x½ 300 300 300 232 232 232 DN50XDN15 2068 2068 2068 1600 1600 1600 2x 3/4 300 300 300 232 232 232 DN50X20 2068 2068 2068 1600 1600 1600 2x1 300 300 300 232 232 232 DN50XDN25 2068 2068 2068 1600 1600 1600 2½x½ 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 2½x% 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 2½x1 300 300 300 232 232 232 2068 2068 2068 1600 1600 1600 300 232 232 232 DN65XDN15 - 2068 1600 1600 1600 300 232 232 232 DN65XDN20 - - 2068 1600 1600 1600 300 232 232 232 DN65XDN25 2068 1600 1600 1600 6 Pressures listed in this chart are based upon standard wall pipe. Approved and Listed pressures may vary by pipe schedule. NOTE Consult regulatory agency websites for details and the most recent regulatory information. 7.2 REFERENCE MATERIALS 05.01: Victaulic Seal Selection Guide 29.01: Victaulic Terms and Conditions of Sale 1-100: Installation Instructions 1922: Installation Instructions FireLockTM Outlet-T 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 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 I his 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 WeChat. 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. 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com . 5 Aictaulicr victaulic.com 5.0 PERFORMANCE Style 922 Equivalent Length of 1 inch Schedule 40 Steel Pipe (per UL 213, Section 16) (C=120)4 Run Size x Outlet Size Threaded Grooved5 inches feet feet DN meters meters 1¼ 1 8.5 12.5 DN32 DN25 2.6 3.8 1½ 1 8.5 12.5 0N40 DN25 2.6 3.8 2 1 8.5 12.5 DNSO DN25 2.6 3.8 21/2 1 8.5 12.5 DN25 2.6 3.8 1 8.5 12.5 DN65 DN25 2.6 3.8 Hazen-Williams coefficient of friction is 120. 1 FireLock TM Innovative Groove System (IGS) outlet 6.0 NOTIFICATIONS WARNING 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. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Dimensions Minimum Hole Diameter! Maximum Hole Diameter! Hole Saw Size Hole Saw Size inches inches mm mm All Outlet Sizes 13f6 1¼ 30 32 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.com . 4 '%J'taUlic victaulic.com 4.0 DIMENSIONS Style 922 in I RUIZ 33 Style 922 Size - Bolt/Nut Dimensions Weight Nominal Actual Approximate Run x Branch FPT2 Outside Diameter Qty. Size T3 V W Y Z (Each) inches inches inches inches inches inches inches inches lb DN mm - mm mm mm mm mm mm kg 11/4 1/2 1.660 0.840 1.30 1.83 1.10 3.87 2.56 1 DN32 DN15 42.4 21.3 2 X 1 33 47 28 98 65 0.5 1.28 1.83 1.10 3.87 2.56 1 3/4 1.050 2 X 1 DN20 26.9 33 47 28 98 65 0.5 1.52 2.18 1.10 3.87 2.56 1 1 1.315 DN25 2 X 1 39 55 28 98 65 0.5 11/2 /2 1.900 0.840 2 1.42 1.95 1.22 4.08 2.56 1 40 DN15 48.3 21.3 x1 36 50 31 104 65 0.5 1.40 1.95 1.22 4.08 2.56 1 3/4 1.050 0N20 26.9 2 X 1 36 50 31 104 65 0.5 1.64 2.30 1.22 4.08 2.56 1 1 1.315 DN25 2 X 1 42 58 31 104 65 0.6 2 1/2 2.375 0.840 1.66 2.19 1.46 4.60 2.56 1 50 0N15 60.3 21.3 2 42 56 37 117 65 0.6 1.64 2.19 1.46 4.60 2.56 1 3/4 1.050 DN20 26.9 2 42 56 37 117 65 0.6 1 1.315 1.88 2.54 1.46 4.60 2.56 2 DN25 2 X 1 48 65 37 117 65 0.7 21/2 1/2 2.875 0.840 1.91 2.44 1.71 5.40 2.56 2 DN15 73.0 21.3 2 X 1 49 62 43 137 65 0.7 1.89 2.44 1.71 5.40 2.56 2 3/4 1.050 DN20 26.9 2 X 1 48 62 43 137 65 0.7 2.13 2.79 1.71 5.40 2.56 2 1 1.315 DN25 2 X 1 54 71 43 137 65 0.7 DN65 1/2 3.000 0.840 1.91 2.44 1.71 5.50 2.56 2 0N15 76.1 21.3 2 x1 49 62 43 140 65 0.7 1.89 2.44 1.71 5.50 2.56 2 3/4 1.050 DN20 26.9 2 X 1 48 62 1 43 140 65 0.7 2.13 2.79 1.71 5.50 2.56 2 1 1.315 DN25 33.72 li 1 54 71 43 140 65 0.8 2 Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Refer to the specific literature for these types of special male-threaded products for guidance and possible limitations for use. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. victaulic.om 3 4,htauiic° 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 Orange enamel (North America, Latin America, Asia Pacific). El Red enamel (Europe). El Optional: Contact Victaulic with your requirements for other coatings. Gasket': El Grade "E" EPDM (Type A) EPDM (Violet color code) Applicable for wet and dry (oil-free air) sprinkler services only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40°F/-40°C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. 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: El 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 flange nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex flange nuts are zinc electroplated per ASTM B633 Fe/Zn 5, finish Type Ill (imperial) or Type II (metric). 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic company. All rights reserved. victaulie.ctm PA \tauIic Victaulic® FireLockTM Outlet-T JtauIic Style 922 10.52 1.0 PRODUCT DESCRIPTION Available Sizes 1 1/4 -2 1/2"/DN32—DN65 Threaded Outlet Sizes: '/2/DN15, 314/DN20, and 1'/DN25 NOTE IGS Grooved 1'/DN25 Outlets available for this product. See publication 10.54. Maximum Working Pressure 300 psi/2068 kPa/21 Bar Application Provides a convenient method of incorporating outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products Pipe Material Carbon steel Contact Victaulic for use on additional pipe types and wall thicknesses 2.0 CERTIFICATION/LISTINGS C®tIS <&> H FLPCBj @' LISTED NOTES See Section 7.2 REFERENCE MATERIALS for additional certification information. 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 Submitted By Date Approved Date victaulic.com 10.52 3355 Rev H Updated 06/2018 © 2018 Victaulic Company. All rights reserved. ictaullice 1 _________________ Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N 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 www.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 11.02 1480 REV 0 UPDATED 11/2018 ictaulic° VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 vIcTAuLIC COMPANY. ALL RIGHTS RESERVED. 11.02 L CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Run Size Outlet Size Ir Pipe Approval Agency Rated Working Pressures — psi/kPa 21/2 -6 2.875 - 6.625 All 10,40 400 400 400 290 232 362 65-150 73.0-168.3 2755 2755 2755 1999 1599 2496 21/2-4 2,875 - 4.500 All OF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 21/2-4 2.875 -4.500 All SF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 6 6.625 3,4 10 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 6 6.625 34 3040 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 - 8 8.625 21/2 10,40 400 - - 145 - 200 219.1 2755 1000 8 8.625 34 10 300 - 250 - 145 200 219.1 2065 1724 1000 8 8.625 4 30,40 300 - 300 145 - 200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4 - 8/100 - 200 MM CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4/100mm, 5/125mm, 6/150mm and 87200 mm diameter pipe. The Style 931 comes with a 21/2'/65mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01 www.victaulic.com 'JtaUIiC" VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. RFV 0 11.02 7 CARBON STEEL PIPE - HOLE CUT PRODUCTS i1.0 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 MechanicalT® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. C, and Ky Values Values for flow of water at +60°F/-i-16°C are shown in the table below. Formulas for C, ,K Values: AP = Where: - AP = Q2 Where: C22 Q = Flow (GPM) - K 2 Q = Flow (m3/hr) = Pressure Drop (psi) AP = Pressure Drop (Bar) Q = Cv X C = Flow Coefficient Q = K,, x K = Flow Coefficient Exaggerated for clarity Equivalent Length of Ou flet Size Schedule 40 Carbon Steel Pipe OUTLET SIZE (C 120)t FT Cv/K, Values ½ 0.840 11 15 21.3 - 2 - 9.4 3/4 1.050 16 20 26.7 - - 13.7 1 1.315 21 3 8 25 337 . 1.8 1 V4 1.660 50 48 32 42.7 5½ 6 42.9 41.1 1 ½ 1.900 11 11 53 53 40 48.3 45.4 45.4 2 2.375 112 104 50 60.3 9 10/2 96 89.1 2 1/2 2,875 119 150 65 73.0 20 12 1/2 102 128.5 76.1 mm 3.000 16 - 161 - 76.1 138.1 3 3.500 249 237 80 88.9 14 15 1/2 213.4 203.1 4 4.500 421 401 100 114.3 20 22 360.8 1 343.6 Hazen-Williams coefficient of friction is 120. Pipe with a wall thickness of 0.165in14.2mm. 1" FireLockv Innovative Groove System (lGS) outlet www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. N Ataulillor 11.02 A REV 0 CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03. for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2750 x 15mm through 8 x 4/200 x 100 mm Style : Approx. .Weight Each TABLE CONTINUED FROM PAGE 1 165.1 x 920N 500 1.50 388 456 3.79 934 275 80 25 3450 38.1 99 116 - 96 237 70 3.6 - 1 1/4 a 920N 500 1.75 4.43 5.13 3.79 9.34 3.25 8.4 32 3450 44.5 113 130 - 96 237 83 1 /2 (a) to 920N 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 2 (a) t 920N 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 lit 130 130 96 237 99 3.9 2.7 761 mm 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 86 7.6 3450 69.9 110 130 132 92 267 118 3.9 3.4 3(a) to 920 500 3.50 j 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 80 3450 88.9 110 140 130 92 267 135 4.6 3.8 4(a) to 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 8 2(a) t 920 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 200 50 3450 69.9 138 157 159 122 316 114 5.3 5.3 2½ (a) t 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 761 mm c 920 500 2.75 5.25 6.25 4.81 12.42 4.56 11.6 3450 69.9 133 - 159 122 316 116 - 5.3 3(a) to 920 500 3,50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 80 3450 88.9 135 165 165 122 316 135 5.7 5.3 4(a) to 920 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 12.5 1001 3450 114.3 122 1 171 162 122 316 159 6.9 5.7 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. t Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings: (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2 BSPT clearly on order. § Vds approved for fire protection services n LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com VITAULlC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV (1 11i)2 CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS lie oil .. I. i- 11 OMNI 16 11 0 ~-AR II FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-I cross assemblies Pressure rated up to 500 psi/3450kPa on steel pipe; also available for use with HOPE pipe Sizes from 2 x ½/SO x 15mm through 8 x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. Size Style No. Max . Work ~Pressure@L IJIn1[.J, Approx. Weight Each 17W liL I mf~ A TABLE CONTINUED FROM PAGE 3 ________ 139.7 1 ½ t 920N 500 2.00 I 3.78 4.50 3.30 8.23 3.25 7.0 40 3450 50.8 96 114 - 84 209 83 3.2 - 2 t 920N 500 250 3.75 4.50 3.30 8.23 3.88 9.0 50 3450 63.5 95 114 84 209 99 4.1 - 6 11/4(a) > 920N 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8 150 32(b) 3450 44.5 112 130 130 96 232 83 2.3 2.2 1½ (a) to 92 N 0 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40(b) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2(a) to 920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 21/2 920 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 65 3450 69.9 110 130 130 94 267 118 3.8 3.4 761 mm c 920 500 2.75 4.15 5.21 3.69 10.51 4.63 8.4 3450 69.9 105 - 132 94 267 118 - 3.8 3 )a) t 920 500 3.50 4.31 5.50 5.13 3.69 10.51 5,31 9.9 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 3.8 4(a) to 920 500 4,50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 59.0 < 1½ )a) 920N 500 2.00 4.41 5.13 3.63 9.40 3.25 7.8 40 3450 50.8 112 130 - 92 239 83 3.5 2(a) 920N 500 2.50 4.38 5.13 3.63 9.40 3.88 8.0 50 3450 63.5 111 130 - 92 239 99 3.6 - 76.1 mm 920 500 2.75 4.38 5.50 5.13 363 9.40 4,63 9.5 9.5 3450 69.9 111 140 130 92 239 118 4.3 4.3 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 80 3450 88.9 110 140 130 92 239 135 3.7 6.4 1080 mm 920 500 4.50 4.45 5.38 3.63 9.40 6.12 10.0 3450 114.3 113 - 137 92 239 155 - 4.5 2 90 500 4.50 3.81 5.75 3.63 9.40 6.25 18.0 1 00 3450 1 114.3 1 96.80 1 146 92 239 159 8.2 I - TABLE CONTINUED ON PG. 5 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 X/ictauliiice REV 0 STYLES 920 AND 920N DIMENSIONS FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2750 x 15mm through 8 x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve 'cross connections. CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-T® Bolted Branch Outlets Style Max. Work Approx. Size N 0. Press ure@~ I1llt.h. Weight Each TABLE CONTINUED FROM PAGE 2 - 4 /2 (a) 920N 500 1.50 3.03 3.56 2.69 7.01 2.75 I 3.7 100 15 3450 38.1 77 90 - 68 178 70 18 - 1/4 (a) 920N 500 1.50 3.00 3.56 2.69 7.01 2.75 3.7 20 3450 38.1 76 90 - 68 178 70 1.8 - 1 920N 500 1.50 2.88 3.56 2.69 7.01 2.75 3.6 25 3450 38.1 73 90 - 68 178 70 1.8 - 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 11/4 (3) 920N 500 32(b) 3450 44.5 78 96 102 68 178 76 1.9 1.8 1 112 (a) to 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4,2 3.9 40(b) 3450 50.8 1 83 102 102 68 178 83 1 2.0 1.9 2(a) in 920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 2½ (a) t 920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 58 5.0 65 3450 69.9 73 102 102 68 186 118 2.6 2.3 761 mm 920 500 2.75 2.88 4.00 2.69 7.34 4.63 6.4 _ 3450 69.9 fl 1 102 68 186 118 2.9 3 (a) i• 920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 80 3450 88.9 84 114 105 68 196 130 3.8 1 2.9 ¼ (a)a 108.0 x 1 92014 500 1.75 3.08 3.78 2.63 7.64 3.05 5.0 32 3450 44.5 78 96 - 67 194 78 2.3 - 1½ (a)u 920N 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 40 3450 50.8 83 102 - 67 194 83 2.3 - 2 (a) 920N 500 2.50 3.25 4.00 2.63 7.64 4.00 4.0 50 3450 63.5 83 102 - 67 194 102 1.9 - 761 mm 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 3450 69.9 73 102 102 67 194 109 3.6 3.5 3 (a) 920 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 5 X 1 1/2 (a) t 920 500 2.00 4.03 4.75 4.75 3.16 9.70 1 3.69 7.4 7.6 125 40 3450 50.8 102 121 121 80 246 11 94 3.4 3.4 2(a) t 920 500 2.50 4.00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 50 3450 63.5 102 121 121 80 246 111 3.7 3.6 21/2 (a) 1' 920 500 2,75 3.63 4.75 4.75 3.16 9.70 14.63 8.3 79 65 3450 69.9 92 121 121 80 246 I 118 3.8 3.6 76.1 mm o 920 500 2.75 3.75 4.75 3.16 9.70 t 4.63 8.0 3450 69.9 95 - 121 80 246118 3.6 3(a) t 920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 3450 88.9 97 127 118 80 246 [135 3.8 4.0 133.0 x 920N 500 2.50 3.75 4,50 3.17 8.00 3.88 1 8.0 _ 3450 63.5 95 114 81 203 99 j 3.6 920 500 3.50 3.81 5.00 3.00 9.46 1 5.31 8.0 80 3450 88.9 97 127 - 76 2401 135 3.6 TABLE CONTINUED ON PG. 4 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). 'f Available with grooved or female threaded outlet. Specify choice on order. 1 Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com vicTAuLic IS REGISTERED TRADEMARK OF viciuic COMPANY. © 2018 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. REV C) J(Jtllu I iC' 11.02 DIMENSIONS FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x 1/2°/50 x 15mm through 8 x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. CARBON STEEL PIPE - HOLE CUT PRODUCTS i1.0 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Dimensions Weight Each I IjI =lii ½ (a) U 920N 500 1.50 2 00 2.53 I - 1.61 535 2.75 31 50 15 3450 38.1 51 64 41 136 70 1.5 1/4 (a) U 920N 500 150 1.97 253 1.61 5.35 2.75 3.1 20 3450 38.1 50 64 - 41 136 70 15 1(a) U 920N 500 1.50 1.85 2.53 1.61 5.35 2.75 3.0 25 3450 38.1 47 64 - 41 136 70 1.4 11/4 (a) to 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 11/2 (a) to 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 41 136 83 1.7 1.5 2½ 1/2 (a) §U 920N 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 65 15 3450 38.1 56 70 46 143 70 1.4 '/4 (a) §U 920N 500 1.50 2.18 2.74 - 1.82 5.64 2.75 3.0 20 3450 38.1 55 70 - 46 143 70 1.4 1(a) §a 920N 500 1.50 2.06 2.74 1.82 5.64 2.75 ' 2,9 25 3450 38.1 52 70 - 46 143 70 1.4 - 11/4 t (a) U 920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 83 46 160 76 1.7 1.5 1½ t (a) U 920N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 76 83 46 159 83 1.7 1.6 1h (a) 76.1 X 920N 300 1.50 2.22 2.75 2.25 6.46 3.18 3.9 15 2065 38.1 56 70 57 164 81 1.8 ~ (a) 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 20 2065 38.1 56 70 - 57 164 , 81 1.8 - 1(a) 920N 300 1.50 2.07 2.75 - 2.25 6.46 3.18 3.8 - 25 2065 38.1 53 70 57 164 81 1.7 1 1/4 (a) u 920N 500 1.75 2.30 3.00 3.31 1.92 6.29 3,00 3.5 3.2 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1½ (a) U 920N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 40 3450 50.8 58 76 84 49 160 83 1,6 1,5 1/2 (a) U 920N 500 1.50 2.52 3.05 - 2.28 6.15 2.75 3.4 80 15 3450 38.1 64 78 58 156 70 1.6 - ~ (a) U 920N 500 1.50 2.49 3.05 - 2.28 6.15 2.75 3.4 20 3450 38.1 63 78 58 156 70 1.6 - 1(a) 920N 500 1.50 2.38 3.06 2.28 6.15 2.75 3.3 25 3450 38.1 61 78 - 58 156 70 1.6 - 1 1/4 (a) to 920N 500 1,75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 32(b) 3450 44.5 65 83 90 58 156 76 1 ½ (a) to * 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40(b) 0 50.8 fl 89 90 . 2 (a) U 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 23 2.1 3 ½ 2 92 500 2.50 3.00 3.75 2.44 6.72 3.88 3.8 90 50 3450 63.5 76 - 95 62 171 99 1.8 TABLE CONTINUED ON PG. 3 U* Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). 'f Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. it Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2 BSPT clearly on order. Vds approved for fire protection services LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com viciuic IS A REGISTERED TRADEMARK OF vIcTAuLIC COMPANY. 02018 vicuic COMPANY. ALL RIGHTS RESERVED. /ictaulicr 1.1.022 REVO STYLES 920 AND 920N STYLE 920 CROSS PATENTED Mechanical-I® Bolted Branch Outlets ® PIS k VNUPO SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N Victaulic MechanicalT® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Optional: Hot dipped galvanized Gasket: (Specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for cold and 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. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "1" 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. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. *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. 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. JOB/OWNER CONTRACTOR ENGINEER System No, Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com vICTAuLIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2018 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV 0 X. 0 A _C_ t_a _U1 ii C' 11.02 1 -toE E to E Ld ItoE EtoE - nd No. 50 No. 51 No. 50 No. 51 *- Eta E - E to E - E:~ n~ Fabricated Steel Fabricated Steel No. 50 No. 51 l4-EtoE - r_EtoE Fabricated Steel Fabricated Steel No. 50 No. 51 ..;..i.-,. .i.. 4.15 DIMENSIONS Concentric/Eccentric Reducer No. 50 Concentric No. 51 Eccentric No. 50 concentric No. 51 Size Reducer Eccentric Reducer Approx. Approx. Weight Weight Nominal E to E (Each) E to E (Each) inches inches lb inches lb DN mm kg mm kg 1¼ 3/4 1.9 DN32 DN20 + 0.9 - - 1.9 1 DN25 + 0.9 - - 1½ 3/4 1.4 DN40 DN20 + 0.6 - - 1 2.50 0.8 8.50 (sw) 4.5 0N25 64 0.4 216 2.0 11/4 2.50 1.0 DN32 64 0.5 - - 2 3/4 2.50 0.9 9.00 (Sw) 2.0 DNSO DN2O 64 0.3 229 0.9 1 2.50 0.7 9.00 (sw) 2.3 DN25 64 0.3 229 1.0 1¼ 2.50 1.2 9.00 (sw) 4.6 DN32 64 0.5 229 2.1 2.50 1.0 3.50 1.1 11/2 DN40 64 0.5 89 0.5 21/2 3/4 1.3 3.3 DN20 + 0.6 + 1.5 1 2.50 1.1 9.50 3.5 DN25 64 0.5 241 1.6 11/4 3.50 3.3 3.50 1.4 DN32 89 1.5 89 0.6 11/2 2.50 3.6 9.50 (sw) 3.7 DN40 64 1.6 241 1.7 2 2.50 3.9 3.50 4.3 DN50 64 1.8 89 2.0 3 3/4 1.5 4.5 DN80 DN20 + 0.7 + 2.0 1 2.50 1.3 9.50 (sw) 4.8 DN25 64 0.6 241 2.2 11/4 2.50 1.4 4.8 DN32 64 0.6 + 2.2 1½ 2.50 5.1 9,50(5w) 5.1 DN40 64 2.3 241 2.3 2 2.50 1.6 3.50 6.0 DN50 64 0.7 89 2.7 21/2 2.50 1.8 3.50 7.0 64 0.8 89 3.2 2.50 2.1 DN65 64 1.0 31/2 3 2.50 2.0 9.50 (sw) 7.0 DN90 DN80 64 0.9 241 3.2 4 1 3.00 3.0 13.00 (sw) 6.5 DN100 DN25 76 1.4 330 2.9 No. 50 Concentric No. 51 Size Reducer Eccentric Reducer Approx. Approx. Weight Weight Nominal E to E (Each) E to E (Each) inches inches lb inches lb DN mm kg mm kg 1¼ 4.6 DN32 + 2.1 - - 3.00 (sw) 2.6 10.00 (sw) 8.1 11/2 DN40 76 1.2 254 3.7 2 3.00 2.4 4.00 3.3 DN50 76 1.1 102 1.5 21/2 3.00 2.7 4.00 3.4 76 1.2 102 1.5 3 3.00 3.2 4.00 3.5 0N80 76 1.4 102 1.6 31/2 3.00 2.9 10.00 (sw) 8.0 DN90 76 1.3 254 3.6 5 2 11.00 (sw) 9.0 11.00(5w) 5.2 DN50 279 4.1 279 2.4 21/2 4.00 4.3 11.00 (sw) 10.8 102 2.0 279 4.9 3 4.00 5.5 11.00 (sw) 11.1 DN80 102 2.5 279 5.0 4 3.50 4.3 5.00 12.0 DN100 89 1.9 127 5.4 6 1 4.00 5.0 11.50 (sw) 14.5 DN150 DN25 102 2.3 292 6.6 1½ 5.5 DN40 + 2.5 + + 2 4.00 6.6 11.50 (sw) 14.5 DNSO 102 3.0 292 6.6 21/2 4.00 6.4 11.50(5w) 14.2 102 2.9 292 6.4 3 4.00 6.4 5.50 15.0 DN80 102 2.9 140 6.8 4 4.00 6.5 5.50 17.0 DN100 102 2.9 140 7.7 4.00 6.4 5.50 17.0 5 102 2.9 140 7.7 8 21/2 16.00 7.9 12.00 (sw) 26.1 DN200 406 3.6 305 11.8 3 5.00 9.3 12.00 (sw) 22.0 DN80 127 4.2 305 10.0 5.00 10.4 12.00 (sw) 23.0 4 DN100 127 4.8 305 10.4 5.00 11.6 12.00 (sw) 23.0 5 127 5.2 305 10.4 6 5.00 11.9 6.00 24.0 DN150 127 5.4 152 10.9 07.01 1449 Rev AF Updated 08/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 21 ___________ RECOMMENDED TEE-LET HOLE SIZES Tee-Let Size Type ' Recommended Hole Size In./mm In./mm 1½ Type 13 16 ¼ Type 1/8 19 22 1 Type 1¼ 25 28 11/4 Type 1½ 31 38 11/4 Type 1% 31 35 1½ Type AorC 1% 38 41 2 Type AorC 2 50 50 21/2 Type AorC 27A6 63 61 3 Type AorC 3 75 75 4 Type AorC 4 100 100 Holes may be cut emolovino mechanical means—includino hole sawina. mechanical flame cutting (o'-acetylene or propane), and air plasma cutting (constricted tungsten arc) machines. Merit offers a simple approach to cut- ting the hole. Hand-held templates are sized to match your plasma cutter. LY]it;i I WeIdMiserTM Tee-Let® Installation (cont.) Welding Outlet Fittings Recommended Installation Procedures Merit Weld-Miser Tee-Let Welding Outlet Fittings are designed and manufactured to reduce the cost of installa- tion from both the standpoint of labor required and energy consumed. In addition, by following the recommended in- stallation procedures, many of the problems associated with installing welding outlet fittings on standard weight or light weight pipe are eliminated, including burn through and excessive shrinkage resulting in pipe distortion. Recommended Hole Sizes The hole cut in the branch or header pipe can be cut prior or sub- sequent to attachment of the Tee-Let. One advantage of cutting the hole after welding is that the pipe is left intact during welding thereby reducing shnnkage and possible distortion. If holes are cut prior to welding, as some codes require, then the following hole sizes are recommended. Note that the same hole diameter for a given outlet size is required for both Type A and Type C Tee-Lets 11h/20 larger. Recommended Welding Procedures Merit Weld-Wiser Tee-Lets are designed to be installed on standard weight or light weight pipe with one weld pass on Type A outlet sizes from 1/2fl through 21/2 inclu- sive, and on Type C outlet sizes through 4'. Moreover, the wall thickness at the weld end of the fitting approximately matches standard weight pipe. Accordingly, heat setting can be made to optimize penetration on both the fitting and the pipe which it is being welded. Aside from reducing the likelihood of burn through and distortion resulting from excessive heat, the amount of weld required for adequate penetration is significantly reduced. Merit Tee-Lets are manufactured from continuous cast aluminum killed steel with a carbon range of from 0.05 to 0.25. Merit specifies that residuals, such as chrome, nickel and other metals resident in the scrap used for production of the steel be reported and kept to a minimum. On the other hand, certain grades of carbon steel pipe are manufactured from skelp whose chemical composition is not speci- fied. When the metal inert gas shield (MIG) welding process is employed, certain residuals may cause excessive porosity, spatter or lack of penetration. Specifically, gases released during the welding process do not escape before the molten puddle sets up. When porosity or lack of penetration occurs, one approach is to slightly increase the heat in order to give the gases time to escape from the puddle. A flux cored wire can also be used. This wire contains scavengers which allow gases in the molten weld puddle to escape before the weld solidifies.The following recom- mended settings for welding therefore may need to be adjusted slightly higher if any of the above mentioned adverse conditions exist. As a general rule, the weld should be only as hot as required to allow the weld to penetrate the materials being welded while concomitantly allowing gases developed in the welding process to escape. Every effort must be made to avoid welding too hot or overheating both the pipe and the Tee-Let. Excessive heat may cause the wrench tight threads (those in the bottom of the Tee-Let near the weld zone) to distort while also causing the branch pipe to bend. It should be noted that Merit Tee-Lets have been subjected to exhaustive testing and evaluation, and only negli- gibly distort when subjected to excessive heat. The threads, on the other hand, may not return to their gauged form after cooling if excessive heat causes them to expand. The following is intended only as a guide, and assumes that the welding equipment is properly calibrated and functioning normally and the operator is qualified. —8- RECOMMENDED AMOUNT OFrriu Outlet A B Size In./mm I01mm In./mm ½ 1/4 3A6 13 7 5 3/4 1/4 /l6 19 7 5 1 1/4 /l6 25 7 5 1¼ ¼ 3A6 31 7 5 1½ 5A6 ¼ 38 6 7 2 ¼ 50 8 7 2½ ¼ 63 1 8 7 3 75 10 1 5 4 100 10 1 5 MLStar Fire Products Division 1/2 3/4 & 1 Outlet 11/4 _ 21/2 Outlet 4' MERIT WeIdMiserTM Tee-Let® Installation (cont.) Welding Outlet Fittings iIRECOMMENDED SETTINGS FOR MICROWIRE WELDING PROCESS, CONTINUED isiiu NEXT .;Lt1 Header Size Pipe Wall Thickness Tee-Let Types A, B, C Electrode Size Welding Current Arc. Volts Wire Feed Travel Speed ln./mm In/mm In/mm AMPS-DC POS. IPM IPM 1/2 -2 0.035 100-130 16-20 210 25-30 0.065 13-50 21/2 .4 0.035 115-150 17-21 270 20-25 2 63-100 1/2 -2 0.035 110-140 18-22 220 25-30 31-50 0.109 13-50 3 21/2-4 0.035 120-160 19-22 290 20-25 63-100 ½-2 0.035 110-140 17-20 210 20-25 0.083 13-50 2.5 2½-4 0.035 120-150 17-20 270 20-25 21/2 -4 63-100 ½-2 0.035 120-160 19-22 290 20-25 63-100 0.120 13-50 21/2.4 0.035 130-160 19-22 240 20-25 3 63-100 1/2 .2 0.035 120-150 17-20 210 20-25 0.109 13-50 3 21/2-4 0.035 130-150 18-20 270 15-20 63-100 5-6 1/2-2 0.035 130-160 19-22 290 20-25 125-150 13-50 0.134 21/2-4 0.035 140-160 20-22 , 270 15-20 35 63-100 21/2.4 0.045 180-205 20-24 245 27-32 63-100 1/2-2 0.035 120-150 17-20 240 20-25 13-50 0.109 2½-4 0.035 130-150 18-20 260 15-20 3 63-100 21/2 .4 0.045 170-220 18-22 290 12-18 8 63-100 1/2-2 0.035 130-160 19-22 240 20-25 200 13-50 0.148 2V2-4 0.035 140-160 20-22 260 15-20 3.5 63-100 2V2-4 0.045 180-225 20-24 290 12-18 63-100 Shielding Gas Flow (FOR ALL sizes) 20-25 CFH CO2- Deeper penetration, faster welding, low cost. 25% - Argon, 75% - CO2, Recommended for .134 wall and lighter, high welding speeds without melt through, minimum distortion and spatter, good penetration. ANJtLStar Fire Products Division Merit assumes no liability for any consequential damages resulting from the improper use of its Tee-Let Welding Outlet Fittings, nor for any recommendations made with respect to Installation procedures. VJ J1 ,]N WTERNAT,0NAL, IL, ~7 INC. Corporate Offices 110 Corporate Drive, Suite 10 • P.O. Box 3180 Portsmouth, NH 03802-3180 Tel: 603-422-8000 • Fax: 603-422-8033 E-mail address - Web master©anvilintLcom www.anvilintl.com For Sales and Service Information Contact the Regional Service Center Nearest You or Visit Our Website at www.anvilstar.com U.S. Regional Service Centers NORTHEAST REGION Servicing: Connecticut, Delaware, Maine, Maryland, Massachusetts, New Hampshire, New Jersey, New York, East Pennsylvania, Rhode Island, Vermont, Virginia 2530 Pearl Buck Road Bristol, PA 19007 Tel: 215-788-4056 9 Fax: 215-788-4475 Toll Free: 1-800-451-2935 MIDWEST REGION Servicing: Illinois, Indiana, Iowa, Kansas, Kentucky, Michigan, Minnesota, Missouri, Nebraska, North and South Dakota, Ohio, West Pennsylvania, West Virginia, Wisconsin 750 Central Avenue University Park, IL 60466 Tel: 708-534-1414 9 Fax: 708-534-5441 Toll Free: 1-800-301-2701 SOUTHERN REGION Servicing: Alabama, Arkansas, Colorado, Florida, Georgia, Louisiana, Mississippi, New Mexico, North and South Carolina, Oklahoma, Tennessee, Texas, Wyoming 1313 Avenue R Grand Prairie, TX 75050 Tel: 972-343-9206 • Fax: 972-641-8946 Toll Free: 1-800-451-4414 WESTERN REGION Servicing: Alaska, Arizona, California, Hawaii, Idaho, Montana, Nevada, Oregon, Utah, Washington 1385 Greg Street Sparks, NV 89431 Tel: 775-331-7029 • Fax: 775-331-5075 Toll Free: 1-800-572-0051 EUROPE & MIDDLE EAST REGION Rick van Meesen, Business Director the Netherlands Tel: +31 53 5725570 Fax: +31 53 5725579 U.S. Customer Service Tel: +1 708 534 1414 LATIN AMERICA, PUERTO RICO & MEXICO Art Gutierrez, Sales Manager Tel: 813-300-3721 U.S. Customer Service Tel: 708-534-1414 • Fax: 708-534-5441 AM/iLBt a rTM Fire Products Division of Anvil® International ANVILSTAR CUSTOMER SERVICE CENTER Tel: 708-534-1414 • Fax: 708-534-5441 Toll Free: 1-800-301-2701 #327 / Printed in USN RPI / 2.5M / 4.05 / ©2005 Anvil International, Inc. luctile Iron Threaded Fittini Temperature Degrees F Working Pressure, Non-Shock psig Class 300 Threaded Fittings -20t0100 500 150 500 200 480 250 460 300 440 350 420 400 400 450 380 500 360 550 340 600 320 650 300 SCI ProPakml System Ductile Iron Threaded Fittings S , - __1 peclffcations <@>branded fittings are UL Listed and FM Approved at 500 psi Rated to 300 psi WSP U C ®L us Ductile iron castings conform to ASTM A536 LISTED Fitting dimensions conform to ASME B16.3 Bushings and plugs conform to ASME B16.14 All fittings are 100% air tested APPROVED NPT threads on all fittings conform to ASME B1.20.1 Independent lab verification that fittings meet applicable chemical & mechanical properties Manufacturing facilities are ISO 9001:2008 and ISO 14001 ProPakTM Packaging Size in Part Number A in Packing Weight lb Inner Master 1/2 35F 3004 0.88 150 300 0.2 3/4 35F 3006 0.98 80 160 0.3 1 35F3010 1.13 40 80 0.5 1-1/4 35F3012 1.29 25 50 0.7 1-1/2 35F3014 1.44 20 40 1.0 2 35F 3020 1.69 10 20 1.6 2-1/2 35F 3024 1.95 4 8 2.7 A 7 Fig. 35E 3_900 Elbow C&US <~> APPROVED LISTED U4I Size in Part Number A in Packing Weight lb Inner Master 1/2 35E 3004 1.13 100 200 0.2 3/4 35E 3006 1.31 70 140 0.3 1 35E 3010 1.50 40 80 0.5 1-1/4 35E 3012 1.75 25 50 0.8 1-1/2 35E3014 1.94 18 36 1.1 2 35E 3020 2.25 10 20 1.8 2-1/2 35E 3024 2.70 4 8 3.2 Fig. 35RE3 - 900 Reducing Elbow Size in Part Number A in B in Packing Weight lb Inner Master 3/4x 1/2 35RE3006004 1.20 1.22 80 160 0.3 lx 1/2 358E3010004 1.26 1.36 70 140 0.4 1 x3/4 35RE3010006 1.38 1.45 50 100 0.4 1-114x112 35RE3012004 1.34 1.53 35 70 0.5 1-1/4x3/4 35RE3012006 1.45 1.63 35 70 0.6 1-1/4x 1 35RE3012010 1.58 1.67 30 60 0.7 1-1/2x 1/2 35RE3014004 1.52 1.75 30 60 0.6 1-1/2x3/4 35RE3014006 1.52 1.75 25 50 0.7 1-1/2x 1 35RE3014010 1.65 1.80 20 40 0.8 1-1/2x1-1/4 35RE3014012 1.82 1.88 18 36 1.0 2x1/2 35RE3020004 1.60 1.97 18 36 1.0 2x3/4 35RE3020006 1.60 1.97 18 36 1.0 2x 1 35RE3020010 1.73 2.02 16 32 1.2 2x1-1/4 35RE3020012 1.90 2.10 12 24 1.3 2x1-1/2 35RE3020014 2.02 2.16 10 20 1.5 2-1/2x1-1/2 35RE3024014 2.16 2.51 6 12. 2.2 2-1/2 x 2 1 35RE3024020 1 2.39 1 2.60 6 12 2.5 Fig. 35F3 -45° Elbow Fig. 35T 3- Tee Size in Part Number A in Packing Weight lb Inner Master 1/2 35T 3004 1.13 80 160 0.3 3/4 - 3513006 -1.31 30 60 0.5 1 35T 3010 1.50 25 50 0.7 1-1/4 35T3012 1.75 10 20 1.1 1-1/2 3513014 1.94 10 20 1.5 2 35T 3020 2.25 6 12 2.4 2-1/2 35T3024 2.70 1 4 8 4.3 237 SMITH-COOPER INTERNATIONAL® 9 TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 9 www.smithcooper.com C®uS LISTED APPROVED Fig. 35RT3 - Reducing Tee Size in Part Number A in B in - C in - Packing Weight lb Inner Master 3/4 x1/2 35RT3006004 1.20 1.20 1.22 60 120 0.4 lx 1/2 35RT3010004 1.26 1.26 1.36 30 60 0.6 1x1/2x1 35RT3010004010 1.50 1.36 1.50 30 60 0.6 1 x 3/4 35RT3010006 1.38 1.38 1.45 25 - 50 0.6 1x3/4x3/4 35R13010006006 1.38 1.31 1.45 35 70 0.6 1 x 3/4 x 35R13010006010 _1.Q 1..... :1.50 25 50 0.7 1-1/4x1/2 35RT3012004 1.34 1.34 1.53 20 40 0.8 1-1/4x1/2x1-1/4 35RT3012004012 1.75 1.53 1.75 25 50 0.9 1-1/4x3/4 35RT3012006 1.45 1.45 1.62 15 30 0.9 1-1/4x3/4x1-1/4 35RT3012006012 1.75 1.62 1.75 20 40 1.0 1-1/4x1 35R13012010 1.58 1.58 1.67 15 30 1.0 1-1/4x1x112 35R13012010004 1.34 1.26 1.53 25 50 0.7 1-1/4 x1x3/4 35RT3012010006 1.45 1.38 1.63 20 40 0.8 1-1/4x1x1 35RT3012010010 1.58 1.50 1.69 20 40 0.9 1-1/4x1x1-1/4 35RT3012010012 1.75 1.69 1.75 15 30 1.0 1-1/2x1/2 35RT3014004 1.41 1.41 1.66 16 32 1.0 1-1/2x1/2x1-1/4 35RT3014004012 1.81 1.56 1.88 24 48 1.1 1-1/2x1/2x1-1/2 35R13014004014 1.94 1.66 1.94 12 24 1.2 1-1/2x3/4 35R13014006 1.52 1.52 1.75 16 32 1.1 1-112 x 3/4 x 11/4 35R13014006012 194 166 188 20 40 11 1-1/2x3/4x1-1/2 35R13014006014 1.94 1.75 1.94 18 36 1.2 1-1/2x1 35RT3014010 1.65 1.65 1.80 12 24 1.2 1-1/2x1x1/2 35RT3014010004 1.44 1.25 1.69 20 40 0.8 1-1/2x1x3/4 35RT3014010006 1.50 1.44 1.75 16 32 0.9 1-1/2x1x1 35R13014010010 1.65 1.50 1.80 16 32 1.0 1-1/2x1x1-1/4 35RT3014010012 1.82 1.67 1.88 12 24 1.2 1-1/2x1x1-1/2 35RT3014010014 1.94 1.80 1.94 12 24 1.3 1-1/2x1-1/4 35RT3014012 1.82 1.82 1.88 12 24 1.4 1-1/2x1-1/4x1/2 35R13014012004 1.41 1.34 1.66 16 32 0.9 1-1/2x1-1/4x3/4 35R13014012006 1.52 1.45 1.75 16 32 1.0 1-1/2x1-1/4x1 35R13014012010 1.65 1.58 1.80 16 32 1.1 1-1/2 x1-1/4x1-1/4 35R13014012012 1.82 1.75 1.88 14 28 1.3 1-1/2x1-1/4x1-1/2 35RT3014012014 1.94 1.88 1.94 14 28 1.4 2x1/2 35R13020004 1.49 1.49 1.88 10 20 1.5 2x3/4 35RT3020006 1.60 1.60 1.97 10 20 1.6 2x1 35RT3020010 1.73 1.73 2.02 8 16 1.7 2x 1 x2 35R13020010020 2.25 2.02 2.25 8 16 1.9 2x1-1/4 35RT3020012 1.90 1.90 2.10 8 16 1.9 2x1-1/4x2 35RT3020012020 2.25 2.10 2.25 8 16 2.0 2x1-1/2 35R13020014 2.02 2.02 2.16 8 16 2.1 2x1-1/2x1/2 35RT3020014004 1.49 1.41 1.88 10 20 1.3 2x1-1/2x3/4 35RT3020014006 1.60 1.52 1.97 10 20 1.4 2x1-1/2x1 35RT3020014010 1.73 1.65 2.02 8 16 1.5 2x1-1/2 x1-1/4 35R13020014012. 1.90 1.82 2.10 8 16 1.7 2x1-1/2x1-1/2 35RT3020014014 2.02 1.94 2.16 1 8 16 1.8 Fig. 35BT3 - Bull Head Tee Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4x1 35BT3006010 1.45 1.45 1.37 30 60 0.6 1 x 1-1/4 35B13010012 1.67 1.67 1.58 20 40 0.9 1 x 1-1/2 35B13010014 1.80 1.80 1.65 15 30 1.0 1-1/4x1x1-1/2 35BT3012010014 1.88 180 1.82 15 30 1.2 1-1/4x1-1/2 35B13012014 1.88 1.88 1.82 15 30 1.3 1-1/4x2 35BT3012020 2.10 2.10 1.90 10 20 1.6 1-1/2x1-1/4x2 35BT3014012020 2.16 2.10 2.02 10 20 1.8 1-1/2x2 35BT3014020 2.16 2.16 2.02 8 16 1.8 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com 238 APPROVED Fig. 3503 - Straight Coupling with Ribs LISTED Size in Part Number - A in Packing Weight lb Inner Master 1/2 35CP3004 1.38 200 400 0.1 314 35CP3006 1.63 100 200 0.2 1 35CP3010 1.75 60 120 0.4 1-1/4 35CP3012 2.00 35 70 0.5 1-1/2 350P3014 2.19 25 50 0.7 2 35CP3020 2.62 15 30 1.2 2-1/2 350P3024 3.00 9 18 2.2 Fig. 35RC3 - Hex Reducing Coupling Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35RC3010004 1.69 80 160 0.3 1 x3/4 35RC3010006 1.69 60 120 0.4 1-1/4x3/4 35RC3012006 2.06 40 80 0.6 2x1(not hex)l 35RC3020010 1 2.81 1 20 40 1.0 Fig. 35H83 -Hex Bushing Size in Part Number A in B in Packing Weight lb Inner Master 1 x 1/2 35HB3010004 1.06 1.40 180 360 0.2 1x3/4 35HB3010006 1.06 1.40 180 360 0.1 1-1/4x1 35HB3012010 1.19 1.80 90 180 0.2 1-1/2x1 35HB3014010 1.25 1.95 75 150 0.4 1-1/2x1-1/4 35HB3014012 1.25 1.95 75 150 0.3 2 x 1 35HB3020010 1.38 2.55 40 80 0.6 2x1-1/4 35HB3020012 1.38 2.55 40 80 0.6 2 x 1-1/2 35HB3020014 1.38 2.55 40 80 0.6 Fig. 355P3 - Square Head Plug I Size in Part Number A in Packing Weight lb Inner Master I_1/2 35SP3004 0.94 600 1200 0.07 1 3/4 35SP3006 1.12 350 700 0.1 F_1 35SP3010 1.25 200 400 0.1 1-1/4 35SP3012 1.37 100 200 0.3 I_1-1/2 35SP3014 1.44 80 160 0.4 2 35SP3020 1.50 45 90 0.6 Fig. 35U 3- Union with Brass Seat Size in Part Number ______________ A in Packing Weight lb Inner Master 1 35U 3010 2.19 20 40 1.0 1-1/4 35U 3012 2.50 15 30 1.2 1-1/2 35U 3014 2.62 10 20 1.7 2 35U 3020 3.12 1 6 12 2.4 239 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 9 FAX (323) 890-4456 0 www.smithcooper.com c©us <> APPROVED LISTED Size in Part Number A in Packing Weight lb Inner Master 1 35X3010 1.50 20 40 0.9 1-1/4 35X 3012 1.75 12 24 1.4 1-1/2 35X3014 1.94 8 16 1.8 2 35X 3020 2.25 6 12 2.8 Fig. 3513- Cross A Fig. 35RX3 - Reducing Cross Size I in I Part I A I I in I B I in I Packing I Weight I I lb Inner I Master I 1-1/4x 1 35RX3012010 1.67 I 1.58 15 30 1.2 I I1-1/2x1_I 35RX3014010 I_1.80 I 1.65 _.12 I_24 1.4 2 x 1 _35RX3020010 I_2.02 I 1.73 8 16 2.0 I Fig. 35C3- Cap Size in Part Number A in Packing Weight lb Inner Master 1/2 35C3004 0.87 300 600 0.1 3/4 35C 3006 0.97 200 400 0.1 1 35C3010 1.16 110 220 0.2 1-1/4 35C 3012 1.28 70 140 0.4 1-1/2 35C3014 1.33 50 100 0.5 2 35C3020 1.45 25 50 0.8 2-1/2 3503024 1.70 18 36 1.6 Fig. 35BC3 - Beam Clamp Size in Part Number A in Packing Weight lb Inner I Master 3/8 35BC3003 0.75 100 200 0.3 1/2 35B03004 0.75 80 160 0.5 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com 240 Victaulic FireLockTM Innovative Groove System I IGSTM for 1"/DN25 Sprinkler Pipe J'taUIicf 10.54 ZW No. 142 Style 922 Style 920N No. 101 Style 108 No. 102 Style 115 Welded Outlet Outlet-T Mechanical-T Outlet Installation- Ready- Installation- Ready' nstallation-Ready°° OGS x STM 90' Elbow Tee Reducing Coupling Ilk- J . 111 I lft.~ ' aij tD r I nr to *7 No. 148 Sprinkler No. 65 No. 144 No. 145 Female NPT No. 147 No. 143 No. 140 Reducer, NPT or Grooved End OGS x IGSTM Grooved or BSPT Threaded x Back-To-Back Close Nipple Male NPT or BSPT BSPT sprinkler outlet of Run Fitting Concentric Reducer Groove 90° Elbow sprinkler tee Threaded x Groove Adapter No. 141 No. 146 Cap WB-1 NAP-1 RG2100 Roll VicFlex°° Series VicFlex Series Female NPT or BSPT IGS°° Weld IGS'° Weld Grooving Tool AH2-CC Braided AH1-CC Braided Threaded x Groove Plunger Cone Plunger Cone Flexible Hose Flexible Hose Adapter with Captured with Captured Coupling (Refer to Coupling (Refer to oublication 10.85) Dublication 10.95) 1.0 PRODUCT DESCRIPTION Pipe Material Carbon steel, Schedule 10, Schedule 40. For use with alternative materials please contact Victaulic. Maximum Working Pressure Up to 365 psi/2517 kPa/25 bar Pipe Preparation Cut (Sch. 40) or roll (Sch. 10 or Sch. 40) grooved in accordance with publication 25.14: Victaulic /GS Groove Specifications. RG2 100 Grooving Capability 1/DN25 Workstation designed to cut, ream and form a roll groove on carbon steel, Sch. 10 or Sch. 40 pipe. This tool has a minimum pipe length requirement of 41/27114 mm. 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 — 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic company. All rights reserved. 'J1tauIic° 1 _________________ victaulic.com 2.0 CERTIFICATION/LISTINGS cus ILPCBiUSTED EJ NOTES Approvals listed above do not apply to the RG2100 Roll Grooving Tool, and the WB-1 and NAP-1 lGS' Weld Plunger Cones. 3.0 SPECIFICATIONS - MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12 Housing Coating: o Orange enamel O Red enamel (Europe) El Optional: Hot dipped galvanized Gasket: E] Victaulic Grade "E" EPDM (Type A) Vic-PIusTM Pre-lubricated Gasket EPDM (Violet Color Code). Applicable for wet and dry (oil-free air) fire protection systems only. Listed/Approved for continuous use in wet and dry systems. Listed/Approved for dry systems at -40°F/-40°C and above. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. NOTES: Reference should always be made to publication 1-100, Victaulic Field Installation Handbook for gasket lubrication instructions. 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 publication 05.01, Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: El Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M10-M16) Class 8.8 (M20 and greater). 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 Fe/Zn 5, finish Type III (imperial) or Type II (metric). Coupling Linkage: High Strength Steel with comparable physical properties to that of the Track Bolt (ASTM A449). Linkage is zinc electroplated per ASTM B633 Fe/Zn 5, Type III Finish No. 140, 141, 142, 143, 144, 148: Carbon steel meeting the chemical and mechanical property requirements of ASTM A53 Grade A, Type E or S No. 65, 145, 146, 147: Ductile iron conforming to ASTM A536, Grade 65-45-12 No. WB-1: Steel Alloy No. NAP-1: Aluminum Alloy RG2100 Roll Grooving Tool: Required Power Supply: Power Drive with Foot Switch (½ HP, Universal reversible motor, single-phase, 25-60 HZ) Accessories/Components: O Tool head assembly 0 Carriage assembly - accepts RG2100 tool head assembly, Standard Cutter, Standard Reamer and Standard Lever 10.54 10161 Rev G updated 04/2020 © 2020 Victaulic Company. All rights reserved. uirtiiIkrnm 2 J'tiuIic' uirbiilirrnm 4.0 DIMENSIONS No. 142 Welded Outlet Actual Inside Nominal Outside Diameter Diameter Weight inches inches Approximate DN mm E to E (Each) (Each) inches inches lb Run x Branch Run x Branch mm mm kg 11/4 - 1 ½ 1 1.660 - 1.900 1.049 1.00 0.2 DN32 - DN40 42.4-48.3 26.6 25.4 0.1 1.049 1.00 0.2 11/2 -2 1.900-2.375 DN40 - DN50 48.3-60.3 26.6 25.4 0.1 1.049 1,00 0.2 2-21/2 1 2.375-3.000 1.315 DN50- DN65 x DN25 60.3-76.1 x 33.7 26.6 25.4 0.1 1.049 1.00 0.2 21/2 -3 2.875-3.500 DN65 - DN80 73.0-88.9 26.6 25.4 0.1 1.049 1.00 0.2 3-4 3.500-4.500 i DN80-DN100 88.9-1143 26.6 25.4 0.1 4.1 DIMENSIONS Style 922 Outlet-I Size Bolt/Nut Dimensions Weight Actual Nominal Outside Diameter Minimum Hole Maximum inches inches Diameter/Hole Hole Diameter/ Approximate DN 'mm Size Saw Size Hole Saw Size Y V W Z (Each) Run x Branch Run x Branch inches inches inches inches inches inches inches lb Qty. mm mm mm mm mm mm mm kg 1¼ I 1.660 1 1 1/4 4.13 1.98 1.10 2.70 1.1 DN32 I 42.41 2 3/8 x 1 /8 30.0 32.0 105.0 50.3 27.9 68.6 0.5 1 33/16 1 1/4 4.25 2.11 1.22 2.70 1.2 1 1/2 1.900 DN40 48.3 2 1/8 x13/s 30.0 32.0 108.0 53.6 31.0 68.7 0.5 2 I 1 2.375 1.315 - 1 3M 1 1/4 4.75 2.34 1.46 2.56 1.2 DN50DN25 60.3 33.7 3/sx 1 Is 30.0 32.0 120.6 59.4 37.1 65.1 0.5 1 3Ii 1 1/4 5.50 2.67 1.71 2.56 1.6 2½ 2.875 2 3/8 X1 3/8 73.0 30.0 32.0 139.7 67.8 43.4 65.1 0.7 2 Y8 x 11/8 1 3M 1 ¼ 5.52 2.75 1.71 2.56 1.7 76.1 30.0 32.0 140.3 69.8 43.4 65.1 0.8 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 3 \JtauIic victaulic.com 4.2 DIMENSIONS Style 920N Mechanical-I Outlet Size Bolt/Nut Dimensions Weight Actual Nominal Outside Diameter Minimum Hole Maximium inches inches Diameter/Hole Hole Diameter/ Approximate DN mm Size Saw Size Hole Saw Size Y V W Z (Each) Run x Branch Run x Branch inches inches inches inches inches inches inches lb Qty. mm mm mm mm mm mm mm kg 3 3.500 1½ 1/8 6.42 3.12 2.28 2.75 2.7 DNBO 1 88.9 1.315 2 ½x23/4 38.1 41.0 163.0 79.2 57.9 69.9 1.2 4 DN25 4.500 33.7 1½ 15/8 186.6 3.62 2.69 2.75 3.0 DN100 114.3 2 ½x2~ 38.1 41.0 7.35 91.9 68.3 69.10 1.4 4.3 DIMENSIONS No. 101 Installation-Ready 900 Elbow - C to E - E ie Pre-Assembled Assembled NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. Size Bolt/Nut Dimensions Weight Actual Outside F Approximate Nominal Diameter Qty. Size Take Out C to E - B Pre-Assembled Assembled (Each) inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm kg 1 1.315 3/sx2 1.25 2.13 4.25 2.75 2.75 2.2 DN25 33.7 M10x50 32 54 108 70 70 1.0 'NJ 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 4 tauiic victaulic.com 4.4 DIMENSIONS Style 108 Installation-Ready Rigid Coupling Preassembled Assembled 1 The allowable pipe end separation dimension shown is for system layout purposes only. FireLockTM Style 108 rigid couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. Pipe End Size Separation' Bolt/Nut Dimensions Weight Actual Pre-Assembled Assembled Outside Approx Nominal Diameter Allowable Qty. Size YL X Z YL YB X Z (Each) inches inches inches inches inches s Fn inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm mm mm mm kg 1 1.315 0.14 3/8 x2 1.66 2.17 2.58 1.43 1.61 2,29 2.27 1.43 1.5 DN25 33.7 3.6 1 M1Ox50 42.2 55.2 65.5 36.3 41.0 58.2 57.5 36.3 0.7 4.5 DIMENSIONS No. 102 Installation-Ready Tee C Size Bolt/Nut Dimensions Weight Actual Outside F Approximate Nominal Diameter Qty. Size Take Out C to B C to R D Pre-Assembled Assembled (Each) inches inches inches inches inches inches inches inches inches lb DIN mm mm mm mm mm mm mm mm kg 1 1.315 3/sx2 1.25 2.13 2.13 4.13 2.75 2.75 3.0 0N25 33.7 M10x50 32 54 54 105 70 70 1.4 NOTE Not for use with grooved sprinklers, for grooved sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victauliC.Com 5 \./t1uIiC' victaulic.com 4.6 DIMENSIONS Pre-Assembled Assembled Pipe End Dimensions Pre-Assembled Assembled Size Separation2 Bolt/Nut Weight Actual Approximate Nominal Outside Diameter Allowable Qty. Size X V Z X V Z (Each) inches inches inches inches inches inches inches inches inches inches lb DN mm mm mm mm mm mm mm mm mm kg 1¼ 1.660 0.14 3/8x2 3.13 4.75 1.75 2.63 4.75 1.75 1.9 0N32 1 1 42.4 1.315 3.6 2 M10x50 79 121 44 67 121 44 0.9 1 1/2 DN25 1.900 33.7 0.14 3,x2 3.25 4.88 1.75 2.88 4.88 1.75 2.1 DN40 48.3 3.6 2 M10x50 83 124 44 1 73 1 124 44 0.9 2 The allowable pipe end separation dimension shown is for system layout purposes only. FireLock' Style 115 rigid couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTE Not for use with grooved Sprinklers, for grooved Sprinkler connections please refer to publication 10.65 for the Style V9 sprinkler coupling. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com j4'tauIic victaulic.com 4.7 DIMENSIONS E to E LL, Length Size Threaded Outlet Size Weight Actual Outside Approximate E to E Nominal Diameter (Each) inches inches inches inches inches lb mm DM mm DN DN kg 3 1 1.315 ½ 3/4 0.4 76 DN25 33,7 DN15 DM20 0.2 3.5 1 1.315 ½ 3/4 0.5 89 DN25 33.7 DN15 DN20 0.2 4 1 1.315 ½ 3/4 0.6 102 DN25 33.7 DN15 DN20 0.3 4.5 1 1.315 ½ 3/4 0.6 114 DN25 33.7 DN15 DN20 0.3 5 1 1.315 ½ 3/4 0.7 127 DN25 33.7 DN15 DN20 0.3 5.5 1 1.315 1/2 '/4 0.8 140 DN25 33.7 DN15 0N20 0.3 6 1 1.315 ½ 3/4 0.8 152 DN25 33.7 DN15 0N20 0.4 12 1 1.315 1/2 3/4 1.7 305 DN25 33.7 DN15 DM20 0.8 18 1 1.315 ½ 3/4 2.5 457 DN25 33.7 DN15 DM20 1.1 24 1 1.315 ½ 3/4 3.4- 610 DN25 33.7 DN15 DN20 1.5 30 '1 1.315 ½ 3/4 4.2 762 DN25 33.7 DN15 DM20 1.9 NOTE NPT or BSPT available It is acceptable to cut and groove any No. 148 longer than 6/152mm. The minimum allowable cut length is 6'/152mm for a No. 148. No. 148 Doublc Ended Sprinkler Reducer 0 [toE Length Size Threaded Outlet Size Weight Actual Outside Approximate E to E Nominal Diameter (Each) inches inches inches inches inches lb mm DN mm DN DM kg F 36 1 1.315 -7 ½ ~ 5.0 914 DM25 33.7 DM15 DM20 2.3 NOTE 36'/914mm size features sprinkler outlet on both ends for field fabrication. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 7 victaulic.com 4.8 DIMENSIONS CE Size Dimensions Weight Actual Approximate Nominal Outside Diameter C to E (Each) inches inches inches lb DN mm mm kg 1¼ 1 1.660 1.88 0.7 DN32 42.4 48 0.3 2.00 0.8 11/2 1.900 DN40 48.3 51 0.4 2.25 57 1.2 0.5 2 1 DN50 DN25 2.375 1.315 60.3 33.7 2.50 1.6 21/2 2.875 73.0 64 0.7 2.75 2.6 3 3.500 DNBO 88.9 70 1.2 4.9 DIMENSIONS No. 111 OCS x ICS Croovcd Conccntric Reducer Size Dimensions Weight Actual Approximate Nominal Outside Diameter E to E (Each) inches inches inches lb DN mm mm kg 1 ¼ 1.660 3.00 0.5 DN32 1 42.4 1.315 76 0.2 11/2 DN25 1.900 33.7 3.00 0.6 DN40 1 48.3 1 76 0.2 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com ictsulie uirfaiilir' mm 4.10 DIMENSIONS doTE Size Dimensions Weight Actual Outside Nominal Diameter inches inches Approximate DN mm C-TE inches C-GE inches (Each) lb Threaded Grooved Threaded Grooved Outlet Outlet Outlet Outlet mm mm kg ½ 0.840 1.45 1.60 0.5 DN15 21.3 36.8 40.6 0.2 1.050 26.9 1.45 36.8 1.60 40.6 0.5 0.2 3/4 1 DN20 0N25 1.315 33.7 1.315 1,50 1.60 0.5 1 DN25 33.7 38.1 40.6 0.2 4.11DIMENSIONS No. 147 Back-40-Back 3pruiikler Tee C to GE Size Dimensions Weight Nominal Actual Outside Diameter inches inches Approximate DN mm C-TE inches .-. C-GE inches (Each) lb Threaded I Threaded Grooved Threaded Threaded Grooved Outlet Outlet Outlet Outlet Outlet Outlet mm mm kg 1/2 ½ 1 0.840 0.840 1.315 1.75 1.60 0.7 DN15 DN15 DN25 21.3 21.3 33.7 44.5 40.6 0.3 NOTE: Approved for use with one or two ½" NPT Sprinklers threaded directly into outlet connection(s). 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. . victaulic.com 1 9 ___________ victaulic.com 4.12 DIMENSIONS No. 143 Close Nipple ii Size Dimensions Weight Actual Outside Approximate Nominal Diameter E to E (Each) inches inches inches lb DN mm mm kg 1.53 0.2 38 0.1 2 0.3 51 0.1 2.5 0.4 64 0.2 3 0.4 1 1.315 76 0.2 3.5 0.5 DN25 33.7 89 0.2 4 0.6 102 0.3 4.5 0.6 114 0.3 5 0.7 127 0.3 Bolt pad interferences may occur in some installation configurations. 4.13 DIMENSIONS No. 140 Male Threaded x Groove Adapter Size Dimensions Weight Actual Outside Approximate Nominal Diameter E-E (Each) inches inches inches lb DN mm mm kg 1 1.315 2.50 0.3 DN25 33.7 63.5 0.1 No. 141 Female Threaded x Groove Adapter Size Dimensions Weight Actual Outside Approximate Nominal Diameter E-E (Each) inches inches inches lb DN mm mm kg 1 1.315 2.00 0.5 DN25 33.7 50.8 0.2 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 10 'NJtUIiC0 victaulic.com 4.14 DIMENSIONS No. 146 Cap Size Dimensions Weight Actual Outside Approximate Nominal Diameter T (Each) inches inches inches lb DIN mm mm kg 1 1.315 0.55 0.2 DN25 33.7 14,0 0.1 4.15 DIMENSIONS WB4 Weld Plunger Cone n EtoE Q j Dimensions Weight Approximate EtoE Dl D2 (Each) inches inches inches lb mm mm mm kg 3.75 1.63 2.00 2.2 95.3 41.3 50.8 51.0 NOTE WB-1 Weld Plunger Cones are for use with the No. 142 weld outlets and protect the groove during weld process. 4.16 DIMENSIONS NAP-i Weld Plunger Cone E to E Li Dimensions Weight Approximate EtoE Dl D2 (Each) inches inches inches lb MM mm mm kg 1.75 1.88 1.50 0.3 445 47.6 38.0 0.2 NOTE NAP-1 Weld Plunger Cones are for use with the No. 142 weld outlets and protect the groove during weld process. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 11 htuiicr victaulic.com 4.17 DIMENSIONS RG2100 Roll Grooving Tool Tool A B C Weight inches inches inches lb MM mm mm kg 8.5 17.1 8.7 37.5 216 435 222 17.0 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 12 -IjLictaullice victaulic.com 5.0 PERFORMANCE Friction Flow Data Size EquivalentLength of 1' Scli. 40 Pipe (C=120) Actual No. 102 No. 102 Nominal Outside Diameter No. 101 (Branch) (Run) Style 115 No. 148 No. 144 inches inches feet feet feet feet feet feet DN mm Style 922 Style 920N meters meters meters meters meters meters 1 1.315 See publication See publication 2.0 5.0 2.7 DN25 33.7 j02 0.61 1.52 0.82 - See note - 1¼ 1 1.660 1.315 5.7 3.9 0N32 DN25 42.4 337 - - - - - 1.74 - 1.19 1½ 1.900 5.0 4.3 DN4O 48.3 - - - - - 1.52 - 1.31 NOTE In accordance with NFPA 13, friction loss shall be excluded for fittings directly connected to a sprinkler. For hydraulic calculations, Victaulic recommends using the installed length (E-E or cut length) of the No. 148 Sprinkler Reducer as the equivalent length of 1/DN25 Sch. 40 pipe. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 13 \4taulicr victaulic.com 5.0 PERFORMANCE (CONTINUED) Maximum Working Pressure cULus FM LPCB VdS psi psi psi psi kPa kPa kPa kPa Style/No. bar bar bar bar 142 4 365 365 365 232 2517 2517 2517 1600 _________ 25 25 25 16 9224 300 300 365 232 2100 2100 2517 1600 21 21 25 16 920N4 365 300 365 232 2517 2100 2517 1600 25 21 25 16 1015 365 365 365 232 2517 2517 2517 1600 25 25 25 16 1085 365 365 365 232 2517 2517 2517 1600 25 25 25 16 1025 365 365 365 232 2517 2517 2517 1600 25 25 25 16 1154 365 365 365 232 2517 2517 2517 1600 25 25 25 16 148 365 365 365 232 2517 2517 2517 1600 25 25 25 16 65 365 365 365 232 2517 2517 2517 1600 25 25 25 16 144 365 365 365 232 2517 2517 2517 1600 25 25 25 16 145 365 365 365 232 2517 2517 2517 1600 25 25 25 16 147 365 365 2517 2517 N/A N/A 25 25 143 365 365 365 232 2517 2517 2517 1600 25 25 25 16 140 365 365 365 232 2517 2517 2517 1600 25 25 25 16 141 365 365 365 232 2517 2517 2517 1600 25 25 25 16 146 365 365 365 232 2517 2517 2517 1600 25 25 25 16 Maximum pressure rating is 300 psi/21 bar when installed on lightwall steel pipe, as follows: Mega-Flow and Mega-Flow-GF steel pipe manufactured by Wheatland Tube Co. Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT steel pipe manufactured by Wheatland Tube Co. WLS steel pipe manufactured by Wheatland Tube Co. Eddy Flow steel pipe manufactured by Bull Moose Tube Co. Eddythread steel pipe manufactured by Bull Moose Tube Co. EZ-Thread steel pipe manufactured by Youngstown Tube Co. Fire-Flo steel pipe manufactured by Youngstown Tube Co. Easy-Flow pipe manufactured by Borusan Mannesmann Maximum pressure rating is 300 psi / 21 bar when installed on lightwall steel pipe, as follows: Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT steel pipe manufactured by Wheatland Tube Co WLS steel pipe manufactured by Wheatland Tube Co Eddythread steel pipe manufactured by Bull Moose Tube Co. EZ-Thread steel pipe manufactured by Youngstown Tube Co. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 14 ,,htaUUiC virfiiIirrnm 6.0 NOTIFICATIONS A WARNING Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designers responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. A WARNING Failure to follow instructions and warnings could result in serious personal injury, property damage, and/or product damage. Before operating or servicing any grooving tools, read all instructions in the manual and all warning labels on the tool. Wear safety glasses, hardhat, foot protection, and hearing protection while working around the tool. Save the operating and maintenance manual in a place accessible to all operators of the tool If you need additional copies of any literature, or if you have questions concerning the safe and proper operation of the tool, contact Victaulic, P.O. Box 31, Easton, PA 18044-0031, Phone: 1-800-PICK VlC, E-Mail: pickvic@victaulic.com. 10.54 10161 Rev 0 Updated 04/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 15 ictaullie victaulic.com 7.0 REFERENCE MATERIALS 1006 FireLock Installation- Ready Fittings 10.52: Style 922 Outlet Tee 10.85: VicFlex Series AH2 ad AH2-CC Braided Hose 11.02 Mechanical-T Bolted Branch Outlets 25,14: Victaulic IGS Groove Specification 1-101103: FireLockTM lnstallationReadyTM Fittings Installation Instruction -102: FireLockTM Installation- Read yTM Fittings Installation Instruction 1-108: FireLocknM I nsfaIiatipn Read yTM Coupling -115: FireLock EZTM Installation- Read vTM Reducing Coupling Installation Instruction l-ENDCAP: Victaulic End Can Installation Safety Instructions l-V9: Style V9 Victaulic FireLockTM IGSTM Installation-Read yTM Sprinkler Couoling TM-RG2100: Operating and Maintenance Instructions Manual Victaulic No. 148 Length ½' DN15 outlet 1 % DN20 outlet Equivalent Length of 1" E to E Sched. 40 Pipe (C=120) inches feet MM meters 56 6.6 , 3.8 152 2.0 1.2 6-12 5.5 3.8 152-305 1.7 1.2 12-18 6.2 4.3 305-457 1.9 1.3 18-24 6.7 4.7 457-610 2.0 1.4 24-30 7.1 5.2 610-762 2.2 1.6 30-36 7.4 5.4 762-914 2.3 1.6 NOTE When installed in pipe to pipe connections or it is required by the authority having jurisdiction, the equivalent length data in the table above may apply. User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability 01 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 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 POE 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. 10.54 10161 Rev G Updated 04/2020 © 2020 Victaulic Company, All rights reserved. victaulic.com Wei 'J'tauIac" I Existing-For reference only ES- 709 DC DA Job Name Job Location Engineer Approval Series 709DCDA Double Check Detector Assemblies Sizes: 3" -10" (80 - 250mm) Series 709DCDA Double Check Detector Assemblies are designed exclusively for use in accordance with water authori- ty containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e. glycerin wetting agents, stagnant water and water of non-potable qual- ity from being pumped or siphoned into the potable water line. Benefits: Detects leaks. . . with emphasis on the cost of unac- countable water; incorporates a meter which allows the water utility to: detect leaks underground that historically create great annual cost due to waste. provide a detection point for unauthorized use. It can help locate illegal taps. Modular check design concept facilitates maintenance and assembly access. All sizes are standardly equipped with resilient seated OSY shutoff valves, %" x 3/4"(16 x 19mm) meter and ball type test cocks. Features Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance Furnished with 5/' x 3/4 (16 x 19mm) bronze meter No special tools required for servicing Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water sup- ply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed resilient seated OSY shutoff valves and test cocks. The unit shall be UL/FM approved with UL/FM approved OSY shutoff valves. The auxiliary line shall consist of an approved backflow preventer and water meter. The assembly shall meet the basic requirements of ASSE 1048; AWWA Std. C510 for Double Check Valves. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Regulator Company Series 709DCDA. Contractor Approval Contractor's P0. No. Representative - 7O9DCDAOSY Check Mo at Cock Cover Seat Disc Check Assembly Module Features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. First and second check valve spring modules are not inter- changeable. Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-W13. IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- IWWATM out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Materials Body: Seat: Disc Holder: Trim: Check Valve Discs Test Cocks: Epoxy coated cast iron Bronze Bronze Stainless steel Rubber Bronze Models Suffix: OSY - UL/FM outside stem and yoke resilient seated gate valves CFM - cubic feet per minute meter GPM - gallons per minute meter LF - 4" - 10" (100 - 250mm) without shutoff valves Dimensions - Weights Pressure - Temperature Temperature Range: 33°F - 110°F (0.5° - 43°C) continuous, 140°F (60°C) intermittent Maximum Working Pressure: 175p5i (12.1 bar) Standards AWWA Standard C510 Approvals 'i® c(uLJus C US 'e Approved \./® B.64 1048 Approved by the foundation for Cross-Connection Controland Hydraulic Research at the University of Southern California. Sizes 4° - 10" (100 - 250mm) approved for horizontal and vertical "flow up". Size 3" (76mm) approved for horizontal only. Factory Mutual approved 4" - 10" (100-250mm) vertical "flow up". I------------------------------------------------ A .................................................I SIZE (ON) DIMENSIONS WEIGHT In. mm in. A mm C in. mm D in. mm in. E mm in. L mm in. R mm T in. mm in. U. mm W/DSYt gates lbs. kgs. 3 80 40 1016 18% 479 3½ 89 12 305 . 24 610 14 356 3 76 14 356 190 86 4 100 52 1321 223/4 578 33/4 95 17 432 34 864 15 381 6 152 14 356 403 183 6 150 621/2 1588 301/8 765 41/2 114 21 533 411/2 1054 16 406 71/2 191 16 406 727 330 8 200 75 1905 373/4 959 51/2 140 1 26 660 52 1321 1 17 432 1 9 229 1 21 533 1 1327 602 10 250 90 2286 453/4 1162 1 61/2 165 1 32 813 64 1626 1 18 457 1 101/4 260 1 25 635 1 2093 949 * Service clearance for check assembly from center. tUL/FM approved backflow preventers must include UL/FM approved OSY. Capacity *Typical maximum system flow rate (7.5 ft/Sec.) **UL rated flow i..... ____ i••=••••. i==__. _____• i..... _____• i•••.. I I II- -4 .T. =.. ------------ - ------ F____ __------------- ------ ---- ---- I I II II II III ,III I I jI !I I.1I lIll ;JII.i'TiT1Th U. 1. kPa psi .T. rL ii 14 i ------ __I ._lI ui•i ! r • .-- ------ __I l. 5 0 400 800 1200 1600 2000 4000 gpm 0 1520 3040 456 6080 7600 15200 Ipm 7.5 15 fps Flow Mi UI • • l d• r•i' r--. . w&. i•i• ._ ,,.iN ._ I____.• III ._ Arm ums mmow ZNA F15 &AUBE 4077 Airpark Dr. Standish, Ml 48658 • 989-846-4583 • www.globesprinkler.com FIRE SPRINKLER CORPORATION Technical Support . 989-414-2600 techservice©globesprinkler.com MODEL UMC UNIVERSAL MANIFOLD CHECK ASSEMBLY (With or Without Control Valve) GENERAL DESCRIPTION The Globe Series "UMC" Universal Manifold Check is a first of its kind UL Listed and FM Approved complete floor con- trol station or shotgun riser assembly. It is pressure rated for 300 psi (20,6 bar). It provides the most compact "footprint" while delivering all of the necessary components for your floor control station as required by the NFPA Standards. With its multiple available configurations, it allows the con- tractor to order the suitable configuration for the site spe- cific needs. The "UMC" Universal Manifold Check is more than just a traditional stand-alone manifold. It serves as a complete floor control station as well as a complete shot- gun riser assembly inclusive of; Control Valve; Check Valve; Flow Switch; Test and Drain Assembly; Adjustable Pressure Relief Valve Assembly pre-piped to drain; supply gauge (4" and 6") and system gauge (1 1/4" through 6"). The "UMC" Universal Manifold Check replaces the need to order indi- vidual "Riser Manifolds" plus control valves, check valves, and relief valve kits as all of these components are inte- grated into the one compact design, saving space as well as the labor to connect these separate components. The design takes into account both "left-hand" and "right-hand" orientations. 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 clap- per for sizes 1 1h" through 3" to meet the gauge require- ment per NFPA 13 for Floor Control Assemblies. Typically the supply side gauge is not required for multistory build- ings 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 clap- per to accommodate a second gauge if desired. MODEL UMC UNIVERSAL MANIFOLD CHECK ASSEMBLY SHOTGUN RISER ASSEMBLY "Shotgun Riser Assemblies" are those assemblies which are typically installed in vertical orientations on individual system Risers. The Globe "Shotgun" Riser Manifold As- sembly is available in 4 inch (DN 100) and 6 inch (DN 150) sizes and is equipped with a control valve; check valve; flow switch; test and drain valve with NFPA required pres- sure relief valve; 2 gauges (system and supply). Sizes 4 in (DN 100) and 6 in (DN 150) 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 NOV 2017 GFV-120 Page 1 of 11 A 6 12 1 12 21 10 14 20 5 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 ITEM DESCRIPTION MATERIAL 1 UMC VALVE BODY DUCTILE IRON 2 RECESSED HEX PLUG STAINLESS STEEL 3 FLOW SWITCH SEE FLOW SWITCH TECHNICAL LITERATURE 4 RIGID COUPLING SEE COUPLING TECHNICAL LITERATURE 5 BUTTERFLY CONTROL VALVE SEE BUTTERFLY CONTROL VALVE TECHNICAL LITERATURE 6 PRESSURE GAUGE PLASTIC 7 THREEWAY VALVE BRONZE 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 ARV ADJUSTABLE RELIEF VALVE SEE GLOBE TECHNICAL DATASHEET GFV575 13 FLOW SWITCH PLUG DUCTILE IRON 14 UMC VALVE CLAPPER STAINLESS STEEL 15 UMC VALVE CLAPPER RETAINING BOLT STAINLESS STEEL 16 UMC VALVE CLAPPER RETAINING NUT STAINLESS STEEL 17 UMV VALVE HINGE PIN STAINLESS STEEL 18 CLAPPER FACING RETAINING RING STAINLESS STEEL 19 CLAPPER FACING EDPM 20 FLOW SWITCH PLUG BOLT STAINLESS STEEL 21 CLAPPER SPRING STAINLESS STEEL NOV 2017 GFV-120 Page 2 of 11 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. NOV 2017 GFV-120 Page 3 of 11 TABLE A: 1 1/4" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY CONTROL UMC BODY MODEL UTD SIZE R-RIGHT VALVE END TEST AND PART NUMBER L-LEFT CONNECTIONS DRAIN SIZE 11/4" R GL300T MXF THREADED 1" 317800-R-B 11/4" R NONE MXF THREADED 1" 317800-R 1 1/4 L GL300T MXF THREADED 1" 317800-L-B 11/4' L NONE MXF THREADED 1" 317800-L 1 1/4' R I NONE I GXG I 1"I 317843-R 1 1/4" L I NONE I GXG 1 1' 1 317843-L TABLE B: 1 1/2" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY CONTROL UMC BODY MODEL UTD SIZE R-RIGHT VALVE END TEST AND PART NUMBER L-LEFT CONNECTIONS DRAIN SIZE 11/2" R GL300T MXF THREADED 1" 317803-R-B 11/2" R NONE MXF THREADED 1" 317803-R 11/2" L GL300T MXF THREADED 1" 317803-L-B 11/2" L NONE MXF THREADED 1" 317803-L 1 1/2" R NONE GXG 1" 317844-R 1 1/2" L NONE GXG 1" 317844-L TABLE C: 2" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY CONTROL UMC BODY MODEL UTD SIZE R-RIGHT VALVE END TEST AND PART NUMBER L-LEFT CONNECTIONS DRAIN SIZE 2" R GL300G GXG 1" 317806-R-B 2" R NONE GXG 1" 317806-R 2" L GL300G GXG 1" 317806-L-B 2" L NONE GXG 1" 317806-L TABLE D: 2 1/2" (65 MM)! 76.1 MM MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY CONTROL UMC BODY MODEL UTD SIZE R-RIGHT VALVE END TEST AND PART NUMBER L-LEFT CONNECTIONS DRAIN SIZE 2 1/2" R GL300G GXG 1 1/4" 317809-R-B 2 1/2" R NONE GXG 1 1/4" 317809-R 2 1/2" L GL300G GXG 1 1/4" 317809-L-B 2 1/2" L NONE GXG 1 1/4" 317809-L 76.1 mm R GLR300G GXG 11/4" 317809-D-R-B 76.1 mm R NONE GXG 1 1/4" 317809-D-R 76.1 mm L GLR300G GXG 1 1/4" 317809-D-L-B 76.1 mm L NONE GXG 1 1/4" 317809-D-L NOV 2017 GFV-120 Page 4ofll TABLE E: 3" (80 MM) MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY CONTROL UMC BODY MODEL UTD SIZE R-RIGHT VALVE END TEST AND PART NUMBER L-LEFT CONNECTIONS DRAIN SIZE 3" R GLR300G GXG 11/4 317812-R-B 3" R NONE GXG 1 1/4" 317812-R 3" L GLR300G GXG 11/4" 317812-L-B L NONE GXG 11/4' 317812-L TABLE F: 4" MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY CONTROL UMC BODY MODEL UTD SIZE RRIGHT VALVE END TEST AND PART NUMBER L-LEFT CONNECTIONS DRAIN SIZE R GLR300G GXG 2" 317817-R-B 4" R NONE GXG 2" 317817-R 4" L GLR300G GXG 2" 317817-L-B 4" L NONE GXG 2" 317817-L TABLE G: 6" (150 MM)! 165.1 MM MODEL UMC ASSEMBLY CONFIGURATIONS ASSEMBLY CONTROL UMC BODY MODEL UTD SIZE R-RIGHT VALVE END TEST AND PART NUMBER L-LEFT CONNECTIONS DRAIN SIZE 6" R GLR300G GXG 2" 317818-R-B 6" R NONE GXG 2" 317818-R 6" L GLR300G GXG 2" 317818-L-B 6" L NONE GXG 2" 317818-L 165.1 mm R GLR300G GXG 2" 317818-D-R-B 165.1 mm R NONE GXG 2" 317818-D-R 165.1 mm L GLR300G GXG 2" 317818-D-L-B 165.1 mm L NONE GXG 2" 317818-D-L NOV 2017 GFV-120 Page 5 of 11 FLOW RATE - LPM 200 300 400 500 600700800 1000 2000 3000 5000 7000 7.00 6.00 t 0.40 500 030 , 4'-4 7~ 0.10 w 4 ___ _____ . 0.08 , , . ____ ______ 007 080 . 0.06 005 0.70 /~F 044 i - ___:::004 40 50 60 70 8090100 200 300 400 500 600 800 1000 2000 FLOW RATE - GPM UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe 1-1/4" = 6 feet • 2-1/2" = 14 feet • 6" = 30 feet 1-1/2" = 9 feet • 3" = 11 feet 2" = 8 feet • 4" = 14 feet FIGURE 3: MODEL UMC MANIFOLD CHECK (WITHOUT BFV) FRICTION LOSS CURVES 1 1/4" TO 6" ± t -± -f# - ±I±4I '+ITF JThT++1-1-4 HB HI ±iJfLL FLOW RATE - LPM 200 300 400 500 600700800 1000 2000 3000 5000 7000 7001 •IlIlIlI1I I.PlII 6.00 0.40 17 5.00 - 4 4- 0.30 4.00 - (I) . 13 3.00 0.20 Ca CO Co C/) Co o -- .0 W2.00 W Co . Co Co C/) W 0.10 W CL Ix :°° 0.08 1.00 0.07 0.90 0.80 0.70 0.05 0.60 0.04 El -414 0.50 40 50 60 70 80 90100 200 300 400 500 600 800 1000 2000 FLOW RATE - GPM UMC Equivalent Length of Piping for Friction Losses Through Schedule 40 Pipe 1-1/4" = 8 feet • 2-1/2" = 22 feet • 6" = 38 feet 1-1/2" = 11 feet • 3" = 17.5 feet 2" = 12 feet • 4" = 18.5 feet FIGURE 4: MODEL UMC MANIFOLD CHECK (WITH BFV) ASSEMBLY FRICTION LOSS CURVES 1 1/4" TO 6" ±±+IL± 4.fL+H.Lf til: f 7 / F tft± JJf ffl -±--+ it NOV 2017 GFV-120 Page 6 of 11 TABLE H: MODEL UMC AND BUTTERFLY VALVE END TO END DIMENSIONS End to End Dimension End to End Dimension ff& Globe Butterfly Control Size Without Butterfly Control Globe Butterfly Control Valve End to End Dimen- Valve Valve sion I 1/4" 10.75 12.89 2.64 MT x FT (273) (327) (67.9) 11/2" 10.75 13.12 2.87 MT x FT (273) (333) (73) 10 14.49 4.49 G x G (254) (368) (114) 2 1/2" 10.63 15.12 4.49 GxG / (270) (384) (114) 76.1 mm 10.63 15.12 4.49 GxG (270) (384) (114) 12.75 16.55 3.8 G x G (324) (420) (96.4) 4 14.63 19.13 4.5 G x G (371) (486) (115.4) 6" 17.44 22.64 5.2 GxG (443) (575) (132.4) 165.1 mm 17.44 22.64 5.2 (443) (575) (132.4) NOV 2017 GFV-120 Page 7ofll LL LL Mow ___ FIGURE 5: MODEL UMC ASSEMBLY WITHOUT BFV DIMENSIONAL DRAWING FOR SIZES 1 1/4" TO 2 1/2" ME,; • - ~.! . - . - kAL I IUJL h11 h 41__I!hui.A A II III IlIlIllIllull ? 1.z. NOV 2017 GFV-1 20 Page 8 of 11 SIZE A B C D E F G H I I 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) I I/4"GXG 3.1 6.2 8.4 6 6.7 11.9 2 11.4 (79) (157) (214) (150) (170) (301) (50) (290) - I 1/2"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) 11/2" GXG 3.1 6.2 8.4 6 6.7 11.9 2 11.4 (79) (157) (214) (150) (170) (301) (50) (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 SIZE I A I B I C D I E I F G H I 6.5 6.9 9.4 6.4 16 2.4 12.7 (165) (176) (238) - (161) (406) (61) (324) I 4•• 7 8.3 11.2 5.6 7 17.7 3 14.6 I (177) (210) (284) (143) (178) (449) (76) (371) I 6" 8 9.5 12.4 6.4 7.9 19.9 3.9 17.5 I (203) (241) (315) (163) (201) (504) (99) (444) I 165.1 mm 8 9.5 12.4 6.4 7.9 19.9 3.9 17.5 I I (203) (241) (315) (163) (201) i (504) i (99) i (444) CONTACT RATINGS: 16A 125V/250 VAC FIRE ALARM CONTROL PANEL SUPERVISORY CIRCUIT YELLOW GEAR OPERATORH VOLTAGE COMMON (BLACK) BLUE AUX. DEVICE s—i COMMON (WHITE) I GREEN 0 I OPERATOR CASE GROUND ROUND I I I COMMON END OF LINE YELLOW I RESISTOR 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 Note: For more information on the flow switch see www.pottersignal.com. placement and sensitivity of the paddle is within the criteria set forth by UL and FM. The part number for the flow switch assembly can be found CONNECTOR NEUTRAL FROM BELL BREAKER NEUTRAL FROM BELL ) BREAKER LINE FROM BREAKER 0 EOL (End Of Line Resistor( NOTE: When connecting to a UL Listed control panel, use the panel's resistor value for circuit supervision. FIGURE 7: MODEL VSR FLOW SWITCH TYPICAL WIRING DIAGRAM - RED VALVE WIRING SHOWN WIIH VALVE IN OPEN POSITION FIGURE 8:TYPICAL BUTTERFLY VALVE WIRING DIAGRAM NOV 2017 GFV-120 Page 9ofll 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 (40C). 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. Note: A main drain test may also operate local fire alarms unless they are tem- porarily disabled. MA IN TENA 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 allen wrench, push hinge pin from back of UMC towards front. STEP 4. Once hinge pin is accessible, carefully grab with pliers or similar to pull hinge pin out of body. Note: Care must be taken to confine clapper spring while extracting hinge pin from body. Spring is under tension around hinge pin. It is also recommended to cover drain port to minimize the possibility of spring inadvertently dropping into drain piping. STEP 5. Carefully remove clapper assembly from UMC. Clapper Replacement. When replacing clapper, be sure clapper spring has been properly positioned around hinge pin such that tension is applied to the clapper by the spring. Seat Ring. The seat ring should be checked for nicks and for stones, dirt or other foreign matter. It should be cleaned thoroughly. If the seat ring is found to be damaged, UMC should be replaced. NOV 2017 GFV-120 Page lOofli Water Flow Switch (VSR-M). There is no maintenance re- quired, only periodic testing and inspection. Should switch be found to be malfunctioning, refer to Potter Signal Techni- cal Literature for guidance. 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 (11/4", 1 1/2", 2", 2 1/2", 76.1 mm,3", 4", 6", 165.1 mm) PN (see Part Number in Table A-G) REPLACEMENT PARTS MODEL UMC UNIVERSAL MANIFOLD CHECK VALVE REPLACEMENT PARTS/KITS VSR FLOW SWITCH with ADAPTER 1 1/411 -211 ...........................91144802-A 21/2" ................................91144825-A ..................................91144803-A ..................................91144804-A 6" ..................................91144806-A MODEL UTD TEST AND DRAIN (SEE GFV-570 for more information) Specify: MODEL UTD TEST AND DRAIN WITH RELIEF VALVE,SIZE (1", 11/4", or 2") PN: (DN25) .........................311729 I 1/4"(DN32) .........................311730 (DN50) .........................311731 Specify: MODEL UTD TEST AND DRAIN,SIZE (1", 11/4", or 2") PN: 1"(DN25) ............................311704 1 1/4"(DN32) .........................312368 / 2"(DN50) ............................311708 MODEL ARV RELIEF VALVE (SEE GFV-575 for more information) Specify: MODEL ARV 1/2"ADJ RELEIF VALVE PN. 317900 Note: 300 psi (20.6 Bars) Pressure Gauges Standard (600 psi (41.2 Bars) Ordered Separately PN .................................. . .... 300121-D GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- tured products found to be defective in material or work- manship 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). 4077 Airpark Dr. Standish, MI 48658 Ph. 989-846-4583 Technical Support 1-800-248-0278 techservicegIobesprinkler.com www.globesprinkler.com t) NOV 2017 GFV-120 Page 11 of 11 Pipe Hangers TOLCO Fig. 200 - "Trimline" Adjustable Band Hanger TOLCOTh Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCOTM Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated TOLCOTM Fig. 2005 - "Trimline" Adjustable Band Hanger with Removable Nut (For sizes 1" thru 2") Size Range: C @ t t Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe A Overall Height LISTED APPROVED Material: Steel, Pre-Galvanized B Function: For fire sprinkler and other general piping purposes. Knurled Center of pipe to top of knurled hanger rod nut. swivel nut design permits hanger adjustment after installation. 0 Top of pipe to bottom of hanger rod nut. Features: _Dt. 1/2 " (15mm) thru 2" (50mm) sizes have flared edges for ease of installation on all pipe types and protects CPVC plastic pipe from 200-3/4 abrasion. Captured knurled nut design (flared top) on 1" thru 2" sizes / keep nut from separating with hanger. Hanger is easily installed around pipe. 1/2" (15mm), 3/4" (20mm), and 21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Knurled nut is easily removed. For 1/2" (15mm) and 3/4" (20mm) sizes with non-captured knurl nuts order Fig. 200S Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) 7 in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Fig. Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). 2001 to Fig. 200.21/2 to 200-8 Conforms to Federal Specifications WvV-H-171 E & A-A-1 192A, Type 10 200-2 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Vil 410 Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Part number and pipe size ** Note: For metric hanger rod sizes add the metric rod size to the figure number. Example: 200M8-11/2 or200Mi0-11/2 Fig. 200C Fig. 200F t M8 rod size is not UL Listed or FM Approved 200C-11/2 shown 200E-11/2 shown Fig. 200 shown with captured nut 1" thru 2" sizes only Fig. 200 & Fig. 200S shown with non-captured nut Pipe Size Rod Size A B D Max. Rec. Load Approx. Wt./100 Part No. in. (mm) in. mm..in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg) 200-1/2 1/2 (15) /8'-16 M8t or M10 31/8" (79.4) 2/8 (66.7) 111/32" (34.1) 400 (1.78) 11 (5.0) 200./4 3/4" (20) /8"-16 M8t or M10 31/8" (79.4) 21/2" (63.5) 11/16" (27.0) 400 (1.78) 11 (5.0) - 200-1 1 (25) 3/8"-16 M8tor MID 33/8 (857) 2/8 (667) 11/8 (286) - 400 0.78) 12 (55) 200-11I4 11/4" (32) /8"-16 M8t or MiD 33/4 (94.0) 2/8" (73.0) 1/32" (29.3) 400 (1.78) 13 (5.9) 200-11/2 11/2 (40) /8 16 W8 or MiD 3/8 (984) 2/8 (730) 1/16 (302) 400 (1.78) 14 (64) 200-2 2" (50) /8"-16 M8t or M10 41/2' (114.3) 3' (76.3) 1/16" (30.2) 400 (1.78) 15 (6.9) 200.21/2 21/2" (65) /8"-16 MiD 5/8" (142.9) 41/8" (104.7) 1/16" (36.5) 600 (2.67) 27 (12.3) 200-3 3' (75) /"-16 M10 5/8' (149.1) 4" (101.6) 11/4' (31.7) 600 (2.67) 29 (13.3) 200_31/2 31/2" (90) /8"-16 MiD 7 /8' (187.3) 51/4" (133.3) 2/1° (55.6) 600 (2.67) 34 (15.6) 200-4 4" (100) /8"-16 MiD 7 /8" (187.3) 5 (127.0) 1/8" (34.9) 1000 (4.45) 35 (16.0) 2005 5 (125) 1/2 13 M12 91/8 (2318) 61/4 (1587) / 311/32 (849) 1250 (556) 66 (302) 200-6 6" (150) 1/2 .13 M12 - 101/8" (257.2) 6/4' (171.4) 2/32" (56.3) 1250 (5.56) 73 (33.4) 200-8 8 (200) 1/2"-13 M12 131/8 (3334) 8/4 (2222) 3/32 (817) 1250 (556) 136 (623) All dimensions in charts and on are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 23 Eaton Pipe he Part No. Approx. Wt./100 (mm) lbs. (kg) 1C13S4 .,./ (25) 3.2 (1.4) 1CBS.1J4" 11/4" (32) 4.1 (1.8) _1C -,-1-1/2 11/2" (40) 4.8 (2.2) CBS-2 (50) 9.4 (4.2) 1CBS-21/2 21/2" (65) 11.4 (5.2) 1CBS-3 (15) 13.9 (6.8) 16S-31/2 3'/2" (90) 16.0 (7.2) 1CBS-4 (100) 18.0 18.1) 1CBS-5 (125) 27.3 (12.4) 1CBS-6 (150) 32.5 (14.7) 1CBS-8 8" (200) 42.5 (19.2) 1CBS-10 10" (250) 72.7 (32.9) 1CBS-12 12" (300) 86.3 (39.1) 1CBS-14 14" (350) 151.6 (71.5) 1CBS 16 16 (400) 1837 (833) 1CBS-18 18" (450) 224.6 (101.9) 1CBS-20 20" (500) 254.0 (115.2) Sizes 1" (25) thru 1/2 (40) PiDe Ha TOLCOTh Fig. 1CBS - Clevis Bolt Spacer Size Range: Size 1" (25mm) thru 20" (500mm) clevis hanger Material: Steel Function: Used as a spacer at a seismic brace location to keep clevis hanger from collapsing during seismic event. Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines OPM-0052-13, for 21," -8" (B3100) only Installation Note: Fig. 1 CBS fits easily over the cross bolt and attaches by pinching tabs down. Finish: Pre-Galvanized. Contact customer service for alternative / finishes and materials. Order By: Figure number and finish. TOLCO Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4" (20mm) thru 2' (40mm) pipe. Material: - Pre-Galvanized Steel Finish: Pre-Galvanized Order By: Figure number and band hanger, size from 3/4" (20mm) thru 2" (40mm). Patent #5,344,108 Approx. Wt./100 Part No. lbs. (kg) 25 4.8 (2.2) Function: - Designed to be used in conjunction with Fig. 200 band hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2016 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals: - Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA (UL) and Canada (cUL). r All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise Eaton Revised 8/8/2074 WA B-Line series Fire Protection Solutions Specify Length - •1' -, A Thread Size Threaded Accessories B3205 - Threaded Rod (right-hand threads - both ends) B32051 - Threaded Rod (right & left hand threads) Size Range: /8'-16 thru /8'-9 rod Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F 1399°Cl Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number, rod size, length and finish Sta rd Design Load Part No. Thread Size TI 650°F (343°C) 750°F (399°C) in. (mm) Lbs. (kN) Lbs. (kN) B3205-3/8 x 3/8°Tjfr" 21/2 (63.5) 730 (3.25) 572 (2.54) B3205-1/2 x 1 113 21/2" (63.5) 1350 (6.00) 1051 (4.70) B3205-5/8 x L' /8 11 21/2 (635) 2160 (961) 1692 (752) B3205-x1 /4"-10 3' (76.2) 3230 114.371 2530 (11.25) 1/8 -9 31/2" (88.9) 4480 (19.93) 3508 (15.60) larger sizes consult full line pipe hanger catalog. AIR - All Threaded Rod - 120" (3.05m) Lengths TOLCOTh Fig. 99 - All Threaded Rod Cut To Length Size Range: 1/4"..20 thru /'-9 rod in 120' lengths or cut to length Material: Steel Maximum Temperature: 750°F 13991cl Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Order By: Figure number, rod size, length and finish OPM Part No.- Size x Length ATR I Fig. 99 Threads Per Inch Recommended Load Lbs. (kNI Approx. Wt./100 Ft. Lbs. (kg) ATR 1/4" x 120 99.1/4" x length 20 240 (1.07) 12 (5.44) AIR 3/8' x 120 99-/8 x length 16 130 (3.24) 29 (13.15) ATR /2' x 120 99-1/2" x length 13 1350 (6.00) - 53 (24.04) ATR 5/8" x 120 995/8" x length 11 2160 (9.60) 89 (40.37) ATR 3/4 x120 99 3/4 xlength 10 3230 (1437) 123 (5579) ATR 1/8" x'120 99-/8 x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 96 B-Line series Fire Protection Solutions Seismic Bracing TOLCO Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4" (FM Approved) OPM <9> Size Range: One size fits bracing pipe 1' (25mm) thru 2' (50mm), B-Line series APPROVED 12 gauge (2.6mm) channel, and all structural steel up to 1/4' (31.7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2016) 9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 3000, 4L, 4LA, or other TOLCO approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe'. Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 60. Note: Fig. 980 Swivel Attachment and Fig. 1000, 1001, 4L, 4LA or other TOLCO approved attachment to pipe that make up a sway brace system of bracing materials which satisfies the requirements of Factory Mutual Engineering and the National Fire Protection Association (NFPA) Set Bolt Included Mounting Hardware Is Not Included Fig. 980 Finish: Plain, Electro-Galvanized or Stainless Steel. - Contact customer service for alternative finishes. Order By: Figure number and finish. Fig. 980 - Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Fig. 104 Lateral Fig. 41 Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Designed to meet or exceed requirements of FM DS 2-8. race Longitudinal Brace Part Mtg. Hdw. Mounting Hole Max. Design Load** (FM) Approx. Number Size A B D 300 -440 50 -590 60° - 740 450 -590 50 -90° Wt./100 W -900 in. (mm) in. (mm) in. (mm) in. (mm) lbs./(kN) lbs./(kN) lbsj(kN) lbsJ(kN) lbs. (kg) 9807 / /" (9.5) 51/4: (133.3) - 1/8" (47.6) /32" (10.3) 149 167.61 9901/2 * 1/2" (12.7) 51/4" (133.3) 1/8" (47.6) 17/32" (13.5) 1320 1970 2310 2550 148 (67.1) 980-5/8 /8" (15.9) 51/4" (133.3) 1/8" (476) 11/16" (17.5) (5.87) (8.76) (10.27) (11.34) 147 (66.7) 980-/4 3/4" (19.0) 51/4" (133.3) - 1/8" (47.6) 13/16" (20.5) 146 (66.2) * Standard size. ** Installed with 1" or 11/4" Schedule 40 brace pipe. FM Approved design loads are based on ASD design method Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see page 106. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 61 Eaton OPM APPROVED Set Bolt & Hardware Included Seismic Bracing TOLCO Fig. 4L - Longitudinal In-Line Sway Brace Attachment (FM Approved) Size Range: 21/2 (65mm) through 8(200mm) IFS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 21/2" (65mm) through 8(200mm) pipe. For UL Listed information refer to UL Listed page 74. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Installation Instructions: Fig. 4L is the braced pipe attachment component of a longitudinal sway brace assembly. It is intended to be combined with the bracing pipe and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or FM guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe' into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Figure number, pipe size and finish. Designed to meet or exceed requirements of FM DS 2-8. Brace Fig. 980 Fig. 4L Longitudinal Brace Pipe Max. Rec. Load (FM) Approx. Part Size A C D Bolt Size 300 440 450.590 600-740 750-900 Wt/100 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kg) 41-21I2 21/2° (65) 6/16" (163.5) 21/2" (63.5) 2/4' (69.8) 1/2°-13 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 253 (114.7) 41-3 3' (80) 7' (177.8) 2/4" (69.8) 31/16 (77.8) 1/2"_13 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 268 (121.5) 414 (100) 81/2 (215.9) 3/8 (85.7) 311/160 (93.7) 1/2"_13 - 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 348 (157.8) 41-5 5" (125) 93/4" (247.6) 3/8" (98.4) 4 /8" (111.1) 1/2"_13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 380 (172.3) 41-6 6° (150) 111/2" (292.1) 5" (127.0) 51/° (130.2) 1/20.13 530 (2.36) - 730(3.25) 890(3.96) 990 (4.40) 640 (290.3) 41-8 8" (200) 131/4' (336.5) 5 /8" (142.8) 5/8" (142.9) 1/2"..13 490 (2.18) 680 (3.02) 830 (3.69) 930 (4.13) 728 (330.2) FM Approved when used with 1", 11/4", 1½' or 2" Sch. 40 brace pipe. FM Approved design loads are based on ASD design method. * UL Listed not FM Approved. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 75 Eaton OPM <> APPROVED Seismic Brad TOLCO Fig. 1001 - Sway Brace Attachment (FM Approved) Size Range: Pipe size to be braced: 1" (25mm) thru 8' (200mm) IPS. Pipe size used for bracing: 1 (25mm) and 11/4" (32mm) Schedule 40 (PS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedule 7 through schedule 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For UL Listed information refer to UL Listed page 66. Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1" (25mm) or 11/4" (32mm)) , and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the FM Approval requires that Fig. 1001 must be used only with other TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8. Pipe Size in. (mm) Part Number & Approx. Wt./100 1" (24mm) Brace Pipe 11I4" (32mm) Brace Pipe Lbs. (kg) Lbs. (kg) Design Load - For Sch. 1, Sch. 10, & Sch. 40 Pipe Allowable Horizontal Capacity (1W) Per Installation U3 300-440 450..590 00.74e 150-90° Lbs. NN) Lbs. (kN) Lbs. (kN) Lbs. NN) (25) 1001-1 X 100.0 (45.3) 1001-1X 11/4 118.0 (53.5) - 1800 (8.00) 2550 (11.34) 3120 (13.88) 3490 (25.52) 11/4"(32) 1001-1'/4X 1 100.0 (45.3) 1001-1'/4X 11/4 114.0 (51.7) 1230 (5.41) 1740 (7.74) 2140 (9.52) 2380 (10.58) 11/2"(40) 1001 11/2 X 1000 (453) 1001 11/2 X 11/4 1150 (521) 1230 (547) 1740 (714) 2140 (952) 2380 (10.58) (50) 1001-2 X 108.0 (49.0) 1001-2 X 11/4 121.0 (54.9) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 21/2 (65) 1001-21/2 X 1 1386 (628) 1001-21/2 X 11/4 160.4 (72.7) 800 (356) 1130 (502) 1380 (614) 1540 (685) (80) 1001-3 X 147.2 (66.1) 1001-3 X 11/4 168.7 (76,5) 850 (3.18) 1200 (5.34) 1470 (6.54) 1640 (7.29) (100) 1001-4X1 160.9 (73.0) 1001-4X11I4 182.4 (82.7) - 850 (3.78)1200 (5.34) 1410 .54) 1640 (1.29) 6" (150) 1001-6 X 1 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 8" (200) 1001-8 X 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 1 FM Approved when used with 1 or 11/4 inch NIPS Schedule 40 GB,T 3091,EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as "Schedule 7". These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/I 3092,EN 10255M and H, or JIS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratinos in UL Listed Desion Load chart shown under drawing. Note: Metric sizes are available, contact factory All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 67 Eaton OPM <~> APPROVED (9.5) Set Bolts & Hardware Included / Top View \ LMT _ , (25.4mm) W'Bolt& Nut Furnished Fig. 825 Fig. 980 Side View Fig. 1001 Fig. 825 Fig. 980 I-Beam Seismic Brad TOLCO Fig. 825 - bar joist sway brace attachment to steel (FM approved) Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Material: Steel Function: To attach sway bracing and hanger assemblies to steel members. Features: This product's design incorporates a concentric t E 1 attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head set bolt design assures verification of proper installation torque (mm. 31 ft-lbs.). Approvals: Approved by Factory Mutual Engineering (FM). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-1 3 For UL Listed information refer to UL Listed page 54. Installation Instructions: Fig. 825 is the structural attachment componentof a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO' transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment, to form a complete bracing assembly. NFPA 13 or FM guidelines should be followed. To Install: Place the Fig. 825 on the steel beam, tighten the cone point set bolts until heads break off. Attach other TOLCO transitional attachment fitting, Fig. 980, 910, 909, or any other TOLCO approved transitional fitting. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electro-Galvanized and HDG Approx. Wt./100: 247.5 Lbs. 1112.2kg1 Order By: Figure number and finish US Patent #6,098,942, Canada Patent #2,286,659 Designed to meet or exceed requirements of FM DS 2-8. Fig. 4L Retaining strap not required. FM Approved design loads are based on ASD design method. FM Approved Design Loads 30O44 450590 600740 15°-901 lbs.! (kN) lbs.! (kN) lbs.! (kN) lbs. I (kN) Maximum Perpendicular to 990 1360 1670 1860 - 3/ Thick Flange Structural Member (4.40) (6.05) - (7.43) 18.271 Maximum Parallel to 460 630 770 860 fa" Thick Flange Structural Member (2.04) (2.80) (3.42) (3.82) Fig. 1000 Brace Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 55 Eaton r--4A-m [Ni 0 .,- ; :-, I •, Branch Line Restraint System !SJ r j; raditional methods for installing branch line estraints in fire sprinkler systems are cumbersome nd time-consuming. Contractors often cut (and e-cut) threaded rod to precise measurements to estrain the sprinkler pipe with a loop hanger and surge restraint. Traditional methods also commonly require five or more parts per restraint. To avoid these labor-inten5ive methods, ERICO has streamlined the process and developed the Branch Line Restraint System, part of the CADDY2~ line of hanging and bracing solutions for the fire protection market. Ideal for restraining 1" (25 mm) through 2° (50 mm) branch lines, this innovative system is significantly faster and easier to install than current methods. It attaches directly to steel bar joists, I-beams or purlins, as well as concrete ' and wood structures. The hardware is installed with only one tool, a 5/16" (8 mm) socket drill driver, which provides significant labor savings and convenience. It features a simple, two-step )\ 1 installation process, allowing a time savings of up to 80% compared to other methods. Unlike most solutions that only accept 3/8" (M10) threaded rod, the versatile Branch Line Restraint -•T;' ? System features a swivel attachment that can be rotated to accept 3/8" or 1/2" (M 10 or M12) threaded rod. This allows greater restraint distances from the pipe to structure with / 1/2" (M12) threaded rod. The system meets the requirements of NFPA 13, making it ideal for new construction applications. The total system is cULus Listed and FM Approved, and has been pre-approved by the .. •. ..•'. ' state of California (OSHPD OPA-2629-10). TWO - ... . ;':-'.. . .. . • . '- .. ' !.Iii!I l o J Millf Ia Features Accepts 3/8" or 1/2" (M 10 or M12) threaded rod Quick grip clamp simplifies measuring and cutting of threaded rod Works with rough-cut threaded rod and eliminates pipe-side deburring Can be installed with threaded rod above or below the service pipe Shear-off head helps ensure correct torque and simplifies inspection JL T OD H / _ L_ S pecifiçations Material: Steel Finish: Electro-galvanized c®us Part Number Pipe Size CSBBRP0100EG • 1" Outer Diameter 1.32" Rod Size Height 3/8", 1/2" 6.67" Length 1.63" Width 0.88" CSBBRP0125EG 1 1/4" 1.66" 3/8", 1/2" 7.56" 1.97" 0.88" CSBBRP0150EG 1 1/2" 1.90" 3/8", 1/2" 8.20" 2.21" 0.88" CSBBRP0200EG 2" 2.38" 3/8", 1/2" 9.45" 2.69" 0.88" 94 www.erico.com RS Specifications Material: Steel Finish: Electro-galvanized Features Swivel connector accepts 3/8" or 1/2" (M10 or M12) threaded rod Attaches to concrete anchors or structural attachments with female threads Branch line structural attachments are for restraint only and not for the hanging of fire sprinkler piping. www.erico.com 97 ERICD C®Us LISTED <S> APPROVED UL Listed Fastener Table Pipe Size Qty Fastener Type Material 2" 2 #16x2' Drive screws Wood 2' 1 3/' Lag bolt - - Wood 21/2' - 4' 1 1/2" Lag bolt - Wood 31/2 2 1/4" x 11/2' Lag bolts Wood 4 2 1/4 x2 Lag bolts ** Wood 4' 2 1/4" x 1' Tek screws Metal (15 gauge) 4' 2 1/4"xl' Tek screws Metal (16 gauge) ** No pre-drilling Larger pipe sizes can be hung with reduced spacing. Up Upper Attachments TOLCOTh Fig. 58 - Threaded Side Beam Bracket Size Range: /'-16 rod, pipe sizes 1/2" (15mm) thru 4)100mm) Material: Pre-Galvanized Steel Function: Practical and economical bracket used to support piping from wood, concrete or steel beams. Features: Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept /8' and 1/2" fastener bolts. Per NFPA 13: 1/2" (15mm) thru 2' (50mm) pipe requires /8' fastener, 21/2' (65mm) thru 4 (100mm) pipe requires 1/2' fastener.* Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4' (100mm) pipe. Finish: Pre-Galvanized Order By: Figure number and finish *Note: Additionally UL has listed the Fig. 58 with fasteners as shown in table below. 2- '/4 x 2 Lag Bolts (No Pre-Drilling Up to 4" (100mm) pipe Per NFPA 1 - 3/8" or 1/2" Lag Bolts Up to 4" (100mm) pipe 2- #16 x 2" Drive Screws 1/2" (15mm) - 4', (100mm) pipe 2-#14x1" Tek Type Screws Part No. Pipe Size Rod A B - C Approx. Wt./100 in. (mm) Size in. (mm) in. (mm) in. (mm) Lbs. (kg) 53 1/"4" (15-100) /a"-16 2/4" (69.8) 11/2" (38.1) 11/8" (28.6) 14 (6.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 91 Eaton J DEWALT. Rod Hanging Syst, Concrete, Wdod4, ENGINEERED BY?OWerS' * I I I Hanqermate+ DESCRIPTION SAMMYS® MODEL # HANG ROD SIZE QTY MSTR Hangennate+ For Steel - Vertical 0 1/4-20 1" #3 DSTR 100 Vertical 1/4" 25 PFM2231 100 1/4-20 x 1' #3 - Vertical 3/8 25 1/4-20 x 1" #3 / nut DSTR 1 Vertical 3/8" 25 LPFM2231150 1/4"-20x 1-1/2 #5 DSTR 1-1/2 Vertical 3/8' 25 1IILi PFM223115N 1/4-20 x 1-1/2 #5 / nut DSTR 1 Vertical 3/8' 25 PFM2231200 1/4-20x 1-1/2' #3 - Vertical 3/8' 25 (0 1/4-20x1-1/2" #3 /nut DST15 Vertical 3/8" 25 PFM2231250 1/4-20 x 2' #3 DST 20 Vertical 3/8' 25 Hangermate+ For Steel - Horizontal PFM2241 00 1/4-20 x 1 #3 SOW 10 Horizontal 3/8' 25 PFM2241 1 ON 1/4-20 x 1" #3 / nut SDWR 1 Horizontal 3/8' 25 0 1/4-20x1-1/2" #3 - Horizontal 3/8' 25 - • 1/4-20x1-1/2" #3/nut - Horizontal 3/8" 25 00 1/4-20 x 1-1/2" #5 SWT 15 Horizontal 3/8' 25 PFM22412ON 1/4-20 xl -1/2' #5/nut SWDR 1-1/2 Horizontal 3/8' 25 Hangermate+ Pivot For Steel - Angled Applications 7 • 0 1/4-20 xl' #3 SH-DSTR 1 Variable 3/8" 25 12-20 x 1-3/4" #5 SH-TEK 50 Variable 3/8' 25 ; I 1/4-14 xl' #3 - Variable 3/8" 25 Hangennate+ Suspender For Steel - Dual-Directional 'FUA I I 0 1 1/4-20 x 1" #3 / nut - Vert. & Horz. 3/8' 25 iiiiiiiiiiNIMMIla 1/4-20x1-1/2"#3fnut • _______ - Vert. &Horz. 3/8..25 0 1/4-20 x 1 1/2 #5 / nut Vert & Horz 3/8 25 Hangennate+ For Steel - Acoustical Ceiling Screw Eyelet 1/4" x 3' CWSD 1 Vert. & Horz. Eyelet Hole 25 YMi,IdW,I 1/4" x 3-1/4' CWSD 2 Vert. & Horz. 3/16" 25 Recommended 1300 to 2000 rpms for proper installation. me uompueie Ancrioring aormon - msiauauon accessories ann .00is VtLuII]EI DESCRIPTION HANGERMATE+ QTY MSTR QTY Steel Socket (Silver) Rod Hanger 1 5 11_TEiE- YAKiOiK1oIIJ Suspender Driver Suspender 1 5 Pivot Driver Pivot 1 5 tPAIIK11iI Ceiling Screw Eyelet Driver Acoustical 1 5 Mil _Will KUhIfDi Pole Tool Kit Rod Hanger 1 5 i!iHhI1•I Adapter for hanging 1/2 rod (3/8 to 1/2" Adapter) ISIPIS19IWJ 20 V MAX* XR Lithium Ion Brushless 3-Speed Drill / Driver Kit 20V MAX* XR 1/4" 3-Speed Impact Driver Kit 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 125 * Maximum initial battery voltage (measured without a workload) is 20 volts. Nominal voltage is 18. Hangermate®+ Specialty Rod Hanging Anchors TM Suspender PAGES 10-11 MULTIPLE THREADS different thread and point styles NUMBER PFM2271 050 PFM2271000 PFM22711ON PFM227120N PFM227130N DUAL DIRECTIONAL THREAD one part for vertical or horizontal application TWIN LEAD THREAD for thread engagement (concrete & wood) 111 4fJ I '1 APPROVALS Hangennate+ For Steel - Vertical ULTIMATE EVViIISUIUhY1IIIi DESCRIPTION HANG ROD DRIVER MIN. MAX. TENSILE LOAD PIPE UL PIPE FM SIZE THICK. THICK. (MA LOAD TERIAL DIRECTION SIZE THICK. SIZE THICK. THICKNESS) YKrJdU•IsIII 1/4-20 1"#3 Vert. 1/4 PFM2201200 0.060 0.250 2,375 (0.125") V 4" 0.125 4' 12 ga. KbMIISISI 1/4-20x1"#3 Vert. 3/8 PFM2201200 0.060 0.250 2,375(0.125') V 4" 0.060 4" 16 ga. KflheIiI 1/4-20 xl' #3/nut Vert. 3/8' PFM2201200 0.060 0.250 4,690(0.125') V 4" 0.125" 4" 12 ga. KhiCflItII 1/4"-20x1-112"#5 Veil. 3/8' PFM2201200 0.188 0.250 3,675(0.188') V 4" 0.060' 4' 16 ga. 1/4-20 x 1-1/2' #5/nut Veil. 3/8" PFM2201200 0.060 0.250 5,810(0.188") V 4' 0.125' 4" 12 ga. :arrMV1IIeI 114-20x1-112"#3 Vert. 3/8' PFM2201200 0.188 0.250 2,375(0.125") V 4" 0.060" 4" 16 ga. KPILEI 1/4-20 x 1-1/2' #3/nut Veil. 3/8" PFM2201200 0.060 0.250 4,690 (0.125') V - - 4' 0.125" JYKiMVI0I 1/4-20 x 2" #3 Veil. 3/8' PFM2201200 0.060 0.250 2,375 (0.125') V llangermale+ iFor sieei - uorizontai YP*lIUIII 1/4-20 x 1" #3 Horiz. 3/8" PFM2201200 0.060 0.250 2,570(0.111") H - - - - küiD]I 1/4-20x1"#/nut Horiz. 3/8' PFM2201200 0.060 0.250 2,810(0.111") H 4" 0.060' 4" 16 ga. MrlJItIII 1/4-20 x 1-1/2" #3 Horiz. 3/8" PFM2201200 0.060 0.250 2,570 (0.111") H - - - - :1KPhiIiiI 1/4-20 x 1-1/2" #3/nut Horiz. 3/8" PFM2201200 0.060 0.250 2,810 (0.111") H 4' 0.060" 4' 16 ga. i4!LW11IiI 1/420 x 1-1/2" #5 Horiz. 3/8" PFM2201200 0.060 0.500 3,530(0.188") H - - - - 1/4-20 xl -1/2' #5/nut Horiz. 3/8" PFM2201200 0.060 0.500 2,810 (0.111") H 4" 0.060' 4' 16 ga. Hangennate+ Pivot For Steel - Angled Applications III9I 1/4-20 x 1" #3 Variable 3/8' PFM2201250 0.060 0.188 3,210(0,188") V - - - - 975(0.188") 450 - - - - 1K*3I!SIII 12-20 x 1-3/4' #5 Variable 3/8" PFM2201250 0.11 0.188 3,270 (0.188") V - - - - 975(0.188") 450 - - - - '3V1flhI 1/4-14 xl' #3 Variable 3/8' PFM2201250 0.188 0.5 2,875 (0.188") V - - - - 875 (0.1881.) 450 - - - - spender For Steel - Dual-DIrectional Vert. V 4" 0.060" 4" 16 ga. 1/4-20x1 #3/nut 3/8 PFM2201300 0060 0210 4690(0125) H 4 0060 4 16 ga. Vert V 4" 0.060" 4' 16 ga. 1/4-20x1-1/2"#3/nut Horz. 3/8" PFM2201300 0.060 0.210 4,690(0.125") H 4' 0.060' 4" 16 ga. Vert V 4" 0.060" 4" 16 ga. 1/4-20x1-1/2"# nut .& 3/8" PFM2201300 0.188 Horz. 0.500 4,690(0.125") H 4' 0.060' 4" 16 ga. Hangennate+ For Steel - Acoustical Ceiling Screw Eyelet 1/4"x3" 3/16" PFM2201350 - 0.060 590 (0.188") - - - - - Jk' iili 1/4"x3-1/4 3/16' PFM2201350 - 0.060 590 (0.188 1) - - - - - Loads vary depending on steel thickness. Contact DEWALT for more information. DEWALT LOCATIONS Reid Pick-Up & Delivery DEWALT Factory Service Center Anchor Distribution Center ALABAMA Birmingham 205-942-0538 0% 1111 Mobile 251-602-1000 ALASKA Anchorage 907-561-7181 oft ARKANSAS Uttle Rock 501-372-3040 ARIZONA Phoenix 602-437-1200 Phoenix 602-431-8024 CALIFORNIA San Francisco 510-783-3959 Hayward 510-293-1500 San Diego 858-279-2011 Anaheim 714-414-0369 Sacramento 916-344-3520 Ontario 909-930-1437 Tustin 714-731-2500 COLORADO Denver (DEWALT) 303-922-8325 Denver ((towers) 303-922-9202 CONNECTICUT Hartford 860-563-5800 FLORIDA Ft Lauderdale 954-321-6635 Tampa 813-884-0434 Jacksonville 904-781-2253 Orlando 407-657-0474 Orlando 813-626-4556 W. Palm Beach 561-689-3247 GEORGIA Atlanta 770-246-1710 Atlanta 800-294-9361 HAWAII Honolulu 808-842-9925 IOWA Des Moines 515-270-1340 ILLINOIS Addison 630-521-1097 Addison 630-960-3156 INDIANA Indianapolis (DEWALT) 317-243-8308 Indianapolis (Powers) 317-773-1668 KANSAS Kansas City 913-495-4330 Kansas City 816-472-5033 Wichita 316-943-1271 KENTUCKY Louisville 502-380-3748 LOUISIANA New Orleans 504-734-3413 Baton Rouge 225-296-3191 Shreveport 318-688-1553 MARYLAND Baltimore 410-536-0722 Capitol Heights 301-333-0885 Baltimore/DC 301-773-1722 *000 MASSACHUSETTS Beaten 781-329-3407 MICHIGAN Grand Rapids 616-261-0425 Detroit 248-597-5000 Detroit 248-543-8600 MINNESOTA Minneapolis (l)EWAU) 952-884-9191 Oft Minneapolis (towers) 612-544-3047 MISSOURI St Louis 314-997-9100 Kansas City 816-472-5033 MONTANA Billings 406-652-5512 DEWALT LOCATIONS Reid Pick-Up & Delisery DEWALT Factory Service Center Anchor Cishihutlon Center NEVADA Las Vegas 702-889-6025 lu NEW JERSEY Elmwood Pack 201-475-3524 lu NEW MEXICO Albuquerque 505-884-1002 NEW YORK Buffalo 716-884-6220 Queens 718-335-1042 lu Rochester 585-334-1423 lu Long Inland 631-952-2008 Albany 518-785-1867 New York 800-524-3244 NORTH CAROLINA Charlotte (DEWALT) 704-392-0245 ju Charlotte (Powers) 704-375-5012 Greensboro 336-852-1300 Raleigh 919-876-0357 lu OHIO Cleveland 440-842-9100 lu Cincinnati 513-772-3111 lu Columbus 614-895-3112 Toledo 419-867-8561 lu OKLAHOMA Oklahoma City 405-634-8403 lu Tulsa 918-249-8641 lu OREGON Portland 503-255-6556 in PENNSYLVANIA Philadelphia 215-271-5500 4ft in Pittsburgh 412-642-0204 4ft lu Allentown 610-435-9544 lu York 717-755-3441 4ft In SOUTH CAROLINA Greenville 864-299-8662 lu TENNESSEE Memphis 901-384-8156 Nashville (DEWALI) 615-242-1633 4ft lu Nashville (Powers) 615-248-2667 - TEXAS Dallas (DEWALT) 972-446-2996 Dallas (Powers) 972-506-9258 Houston 713-466-1194 4ft lu Houston 281-491-0351 San Antonio 210-732-1221 4ft lu Fort Worth 817-831-3828 lu B Paso 915-778-9769 lu Mcallen 956-661-1122 lu Austin 512-382-3971 lu UTAH Salt Lake City (DEWALI) 801-486-5828 lu Salt Lake City(Powers) 801-466-9428 VIRGINIA Virginia Beach 757-363-0091 WASHINGTON Seattle 206-763-2010 in Spokane 509-535-9252 lu Seattle 844-4834232 WEST VIRGINIA Charleston 304-343-0289 lu WISCONSIN Milwaukee (DEWALT) 414-6454285 Milwaukee (Powers) 414-645-8821 DEWALT, ELCO, & POWERS Anchors and Fasteners Inquiries: 800-524-3244 DEWALT, ELCO, & POWERS Anchors and Fasteners Technical Questions: email englneertng@powera.com Dealer Stamp 3 Head Box Heavy duty 20 gauge steel construction (6510152) 6 Head Box 6 Large Head Box (6510151A) (6510151) data7.,.,. / ARGC GUARANTEED FIRE SPRINKLER SPARE HEADBOXES 12 Head Box (6510150) Red powder coated finish Knockouts and shelf to accommodate any 1/2" or 3/4" sprinkler head All-welded construction and full length hinge 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 users 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 ARGCO VINYL SPRINKLER IDENTIFICATION DECALS -White Vinyl Crack and Peel Decals with Bright Red Ink. *Available as generic signs or personalized. *ID signs, inspection decals, hydracalc placards and services stickers. AIR CONTROL ANTIFREEZE SYSTEM [FIRE EXTINGUISHER INSPECTORS TEST 50-20-010 AIR LINE 50-20-045 50-20-200 AUXILIARY DRAIN] FIRE DEPARTMENT VALVE 50-20-270 MAIN CONTROL 50-20-020 ALARM LINE 50-20-070 50-20-201 CONTROL VALVE ] FIRE HOSE 50-20-280 MAIN DRAIN 50-20-030 ALARM TEST 50-20-100 50-20-205 DRAIN VALVE FIRE SINKLER PIPE 50-20-290 OPEN SPRINKLER CONTROLJ~ 50-20-040 50-20-140 50-20-221 [F"OTECTION 50-20-300 SPRINKLER 8'x2 50-20-219 50-20-317 TEST & DRAIN 50-20-355 [WATER MOTOR LINE 50-20-390 SPRINKLER SPRINKLER SERVICE STICKERS II ' A *ARAN P. Put your Company Name & Logo on your Service Decals 39-373 ARGCO's art department can take your personalized artwork and recreate it on your signs NIS FINE PROTECTION 1124 HR. EMERGENCY SERVICE A Great Way to Advertise Right on the Jobsite R Custom to your specs. 'rir I 0-3 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 users 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 users 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 6110 - ~Yc 'ILO 111 KLAUSBRUCKNER 2495 Truun Road. Suite 205 AND ASSOCIATES San Diego, CA 92106 Tel: (619) 677-2004 Fax: (619) 677-2444 TH RMO FISHER SCIENTIFIC INC. 5781 Van Allen Way Carlsbad, CA High-Piled Combustible Storage Report Rev 1.3 March 7, 2022 + Additional Information Revision Comments Date By 1.0 Preliminary research December 10, 2021 MK 1.1 Reviewed report December 20, 2021 EK 1.2 1 Reduced scope to warehouse & adj. room I February 1, 2022 1 MK 1.3 1 Receiving room #9304 w/ 'incidental storage I March 7, 2022 1 MK :• DISCLAIMER This report is the property of Klausbruckner & Associates, Inc. and was prepared exclusively for use by THERMO FISHER SCIENTIFIC INC. (alternatively known as "the owners" or "the business owner" throughout this report) for the storage & occupancy conditions described in this report. THERMO FISHER SCIENTIFIC INC. conditions and operations addressed herein are based on information provided to the report by THERMO FISHER SCIENTIFIC INC. Discrepancies between the information presented herein (including existing sprinkler system information) and actual conditions and conditions presented on plans are the sole responsibility of THERMO FISHER SCIENTIFIC INC.. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by THERMO FISHER SCIENTIFIC INC. shall be utilized only by THERMO FISHER SCIENTIFIC INC. for the storage and occupancy conditions and the 2019 California Fire Code conditions and requirements addressed in this report. This report shall not be used as, or in lieu of, construction documents or plans for this project or any other project or for any other purpose or conditions not specifically addressed in this report. Any non- high-piled storage related code information provided in this report is for background information only to the high-piled storage report, and should not be considered as a complete report on the subject. Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole. responsibility of THERMO FISHER SCIENTIFIC INC. Confirmation of compliance with the adopted edition of NFPA 13 for existing, new and/or tenant improvements to sprinkler systems is outside the scope of this report. Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA ) Page ii Table of Contents SUMMARY TABLE ................................................................................................................... I INTRODUCTION.......................................................................................................................6 BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES .............................................7 3.1 BUILDING CONSTRUCTION & DESIGN.........................................................................................7 3.2 OCCUPANCIES .........................................................................................................................7 HIGH-PILED STORAGE REQUIREMENTS ............................................................................. 8 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM.......................................................................................9 4.1.1 Component Room Storage Area....................................................................................9 4.1.2 Incoming & Receiving, Sampling Room Storage Areas...............................................10 4.1.3 Additional Protection Requirements.............................................................................12 4.1.4 Additional Protection Notes..........................................................................................12 4.1.5 Other Areas -OUTSIDE THE SCOPE.......................................................................13 4.2 ALARM/MONITORING ..............................................................................................................13 4.3 BUILDING ACCESS - DOORS & ROADS....................................................................................13 4.3.1 Access Doors ...............................................................................................................13 4.3.2 Access Roads...............................................................................................................14 4.4 SMOKE AND HEAT REMOVAL...................................................................................................15 4.4.1 High-Piled Storage Area...............................................................................................16 4.5 DRAFT CURTAINS...................................................................................................................16 4.6 PORTABLE FIRE EXTINGUISHERS ............................................................................................16 4.7 AISLE WIDTHS .......................................................................................................................17 4.8 HOUSEKEEPING & MAINTENANCE............................................................................................17 4.9 FLUE SPACES FOR RACK STORAGE ........................................................................................18 4.10 HOSE CONNECTIONS ..........................................................................................................20 S. MEANS OF EGRESS .............................................................................................................21 5.1 MANUFACTURING [F-i OCCUPANCY] - OUTSIDE THE SCOPE....................................................21 5.2 STORAGE [S-I OCCUPANCY] ..................................................................................................21 5.3 OTHER AREAS - OUTSIDE THE SCOPE ....................................................................................21 6. EXPOSURES..........................................................................................................................22 6.1 OCCUPANCY SEPARATION ......................................................................................................22 6.2 SEPARATION OF HIGH-PILED STORAGE AREAS........................................................................22 6.3 SEPARATION OF MULTIPLE CLASSES OF HIGH PILED STORAGE AREAS .....................................22 6.4 ALLOWABLE AREA AND SIDEYARDS.........................................................................................22 APPROVED STORAGE LAYOUT .........................................................................................23 CONCLUSION ........................................................................................................................24 APPENDIX A: ATTACHMENTS............................................................................................25 Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA ) Page iii List of Tables Table 1. High-Piled Storage Configurations in Designated Storage Areas - Room 9303 7 Table 2. Occupancy Classification And Associated Areas............................................... 7 Table 3. High-Piled Storage Specifications By Storage Area - Room 9303.................... 8 Rev 1.3 - THERMO FISHER SCIENTIFIC T-. INC. 5781 Van Allen Way, Carlsbad, CA ) Page I iv 1. Summary Table TOPIC CODE SECTION CRITERIA/REQUIREMENTS Construction See Architectural Existing Building Type Ill-B Construction Type (Section Plans Fully Sprinklered, 2-Stories Above Grade 3.1 on Page 7) Approximate See Architectural Entire Building: 339,399 ft Square Footage Plans TI Portion of the Building 22,497 ft' Page 7) Warehouse: 4,687 ft2 S-1, Storage] High Piled Storage: (3,358 ft Manufacturing Area *: 11,404 ft2 [F-i, Manufacturing] * Outside the scope Additional Applicable to: 'Approval of this plan in part is based on the technical High-Piled Required Plan Racking Plan, Combustible Storage Report prepared by Klausbruckner & Annotations Sprinkler Plan, Associates, dated March 7, 2022, Rev 1.2. THERMO FISHER Architectural Plan SCIENTIFIC INC. agrees to comply with the requirements set forth in the referenced report. A copy of the reference report shall be maintained and immediately available for Fire Department Inspection for the duration of the requested high pile storage" Occupancy CBC Sections Mixed Use Groups: B (Offices), F-i (Manufacturing) and S-i (Section 3.2 on 302, 304, 306, (Storage) main occupancies with A-3, H-3, & H-4 Accessory Page 7) 311, Table 508.4, occupancies unless otherwise specified by the Architect of and Architectural Record. Plans No occupancy separation required between B, F-i and S-i i-hour occupancy separation for A-3 and B/S-i occupancies (see Attachments a i-hour occupancy separation for H-3 and B/S-i occupancies for more details) i-hour occupancy separation for H-4 and B/S-I occupancies Storage CFC Section Class I-IV, Group A Various Laboratory Reagents such as Commodity 3203.1 to 3203.7, Plastics/High Sodium Chloride, Yeast Extract, Peptone, (Section 4 on Table 3203.8 Hazard: Ethanol, Ammonium Chloride, Page 8) NFPA-13 Ammonium Sulphate, etc. Stored in 5.6.4.1.1 Larger Boxes or Plastic Bins. Plastic Tubes and Bottles Filled with Liquids/Solutions or Powders (Product) of Various Materials Non-High Piled Any exposed (uncartoned) expanded Storage Group A Plastics will be stored on the floor away from racks to maximum height of 5 ft with no other storage above. See Automatic Sprinkler Protection in Section 4.1 for more details (see Attachments Protection based on highest hazard commodity. for more details) Approved CFC, Section A floor plan, of legible size, shall be provided, mounted on a Storage Layout 3201.3.2 wall and protected from damage. The floor plan shall be mounted in an approved location. It shall show the information listed in Section 7 of this report. NOTE: By Others. Structural Rack CBC Not within the scope of this report. Structural (seismic) rack Calculations calculations are required for high-piled storage permit approval Non High-Piled FM DS 3-26 & 8-9 Not within the scope of this report. FM criteria for incidental Storage storage' in Receiving Room (9304) based on FM DS 3-26, and storage for Sampling Room (9305) based on FM DS 8-29 Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA ) Page 11 Automatic Sprinkler Protection CFC Sections 3207.2, 3208.1, Sprinkler System Upgrades Are Required. (Storage Area Layout per Attachment #1 on page 25) Component Room (RM 9303) Storage Area Sprinkler (Section 4.1 on 3208.2 to Protection: Page 9) 3208.4, CLASS I-IV, CARTONED EXPANDED AND UNEXPANDED Table 3206.2 AND UNCARTONED UNEXPANDED GROUP A PLASTICS COMMODITIES NFPA-1 3 Maximum Storage Height: :5 25'-0" General Sections Maximum Ceiling Height: <32-10" 3.9.1.13, Aisle Widths: ~! 44" (typ. > 7'-6") 3.9.3.6, Single And Double Row Racks 3.9.3.7.1, Open Shelving > 50% open 3.9.3.7.4, 3.9.3.7.7, Ceiling Sprinkler Design Required: 3.9.3.8, Control Mode Density Area (CMDA), minimum K-Factor: K- 3.9.3.9, 8.0 (Installed K-Factor: 11.2), listed for storage ordinary 8.5.5.3.1, (165°f) or high (286°f) temperature, upright sprinklers 8.5.6.1, Minimum density of 0.30 gpm/ft2 over 2,000 ft2 remote area 8.6.2.2.1, In-Rack Sprinklers: 2 levels of in rack sprinklers at 10 ft and Table 20 ft elevation at every flue space (every 4-5 ft horizontally) 8.6.2.2.1(d), Maximum coverage area 100 ft2 8.6.3.4.1, Maximum spacing between sprinklers 12'-0" 12.1.2, Minimum spacing between sprinklers 6'-0" 12.6.3, Minimum 18" clearance from deflector to top of storage 12.8.6, Hose allowance of 500 gpm Table 12.8.6 Water supply duration of 150 minutes NFPA 13 (2016 Additional Insurance Requirements: Edition) Secondary calculations as required by FM Global Datasheet 8-9 Specific Sections for insurance purposes: Rack Storage • Sprinkler options available with two levels of in-rack 17.2.1.4, sprinklers: Ceiling level (upright): 12 heads@ 11 psi for K- 17.2.1.5.6, 16.8 (250 gpm hose demand, 60 minutes), (see Attachment# 17.2.1.5.7, 6A) Figure 17.2.1.4(I) In-rack sprinklers: 2 Level, based on IRAS (E) scheme (per Figure 11 a & 13), at the 10 ft & 20 ft elevations; face and flue FM Datasheet 8-9 in-rack sprinklers required for single & double row racks; 14 (2021 Edition) heads (7 on 2 levels) at 30 gpm to be balanced with the Specific Sections overhead sprinklers. Note: face sprinklers required for single Tables 8, 13, 14, and double row racks. 2.2.3, Sprinkler spacing and design guidelines per FM Global 2.2.4, Datasheet 8-9 July 2021. Sprinkler heads FM approved 2.2.8.2, Smoke and Heat vents are discouraged by FM Global Figures 3, 5a, • Sprinkler heads FM approved 6a,11a, 13, 15 • See Section 4.1 for additional details Existing ceiling sprinkler system designed to 0.45 gpm/ft2 over 3000 ft2 (as shown on the sprinkler placard) does not meet the requirement for high-piled protection above. Additional upgrades and/or calculations are required. Sprinkler contractor to confirm sprinklers are installed per NFPA 13 and FM Global Datasheet 2-0 (whichever provides greater protection). Miscellaneous Non High-Piled Sprinkler Protections for Incoming & Storage Receiving (RM 9304), and Sampling Room (RM 9305) - NFPA 13 Sections Ambient Temperature Rooms: 12.6.7.1, CLASS I-IV, CARTONED UNEXPANDED, UNCARTONED Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA '' Page 1 2 13.2.1, UNEXPANDED GROUP A PLASTICS COMMODITIES Table 13.2.1, • Maximum Storage Height: :5 5' (Plastics) Figure 13.2.1 • Maximum Ceiling Height: <10-0" (Sampling Room) Maximum Ceiling Height: <32-10" (Incoming & Rec.) Ceiling Sprinkler Design Required: Ambient Condition: Control Mode Density Area (CMDA), minimum K-Factor: K-5.6, not required to be listed for storage, ordinary or high temperature, pendent sprinklers Minimum density of 0.20 gpm/ft2 over 1,500 ft2 remote area Maximum coverage area 130 ft2 Maximum spacing between sprinklers 15-0" Minimum spacing between sprinklers 6'-0" Minimum 18" clearance from deflector to top of storage Hose allowance of 250 gpm Water supply duration of 90 minutes Sampling Room: Additional Insurance Requirements: FM Datasheet 8-9 Secondary calculations as required by FM Global: (2021 Edition) • Sampling Room (9305): Ceiling level (pendent): 12 heads@ Specific Sections 10 psi for K-i 1.2 pendent (250 gpm hose demand, 60 Figure 3, minutes), (see Attachment # 613). Tables 5 and 14 Incoming & Receiving Room (9304): Proposed density of 0.20 gpm/ft2 over 2,500 ft2 remote area (HC-2), 250 gpm Receiving Room: hose demand, as reviewed by FM Global for accepatability FM Datasheet 3- due to limited amount of storage and defined as 'incidental 26 (2021 Edition) storage'according to DS 3-26: By separating the incoming Specific Sections pallets into 64 sq. ft. of areas (4 pallets) and separate each 2.3.1.12, area by distance of8ft, (see Attachment # 6B). 2.3.2, Sprinkler spacing and design guidelines per FM Global Table 2 Datasheet 8-9 July 2021. Sprinkler heads FM approved Smoke and Heat vents are discouraged by FM Global Sprinkler heads FM approved See Section 4.1 for additional details The proposed FM ceiling sprinkler system designed to 12 heads@ 10 psi with K-11.2 meets the requirement for protection above and exceeds the protection based on NFPA 13 for the Sampling Room (9305). Additional upgrades may be required. The existing ceiling sprinkler system designed to 0.45 gpm/ft2 over 3,000 ft2 (as-shown on the sprinkler placard) meets the requirement for protection above and exceeds the protection based on NFPA 13 or FM Global for the Receiving Room (9304). No additional upgrades are required. See Section 4.1 of this report for additional requirements (see Attachments Other Areas for more details) Not Within the Scope Adjacent CFC 3206.2 and High Piled Storage Area is smaller than the warehouse area Hazards, Extent NFPA13, Section (RM 9303). Extent and type of protection (including automatic of Protection 12.3.(1) sprinkler design densities) shall extend the lesser of 15 feet (Section 4.1.3.1 (see Attachments beyond the high-piled storage area(s) or to a permanent partition on Page 8) for more details) Smoke and Heat CFC Table 3206.2 Smoke and heat removal is required as ambient warehouse Removal storage [Component Room (RM 9303), approx. 3,358 ft2] of (Section 4.4 on High Hazard/Group A Plastics is high-piled and more than Rev 1.3— THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA I ¼) 'IN Page 13 Page 15) 2,500 square feet, based on AVR = V19000 Where: - V = Volume of the Storage Area = 32 ft 10 in x 3,358 ft2 = 110,254 ft3 A = Required Aggregate Vent Area = 110,254 ft3/ 9,000 = 13 ft2 One smoke and heat vents [4'x 8'] is required. There are no existing smoke and heat vents currently in the warehouse (see Attachments See Section 4.4 of this report for additional details on Smoke and for more details) Heat Vents Flue Spaces CFC Section Single Row Racks*: Transverse - 3-inches required ** I (Section 4.9 on 3208.3, Longitudinal - Not required Page 18) Table 3208.3 Double Row Racks*: Transverse - 3-inches required Longitudinal - 6-inches required CFC Table 3208.3 * Random transverse flue variations in size are allowed, sub-note (b) provided that the configuration does not obstruct water penetration Not to exceed 20 ft2 of shelf area between approved flue spaces. Note: A mechanical means shall be provided to maintain the rack flue spaces. Transverse flue spaces: Durable vinyl tape as approved by the fire code official Longitudinal flue space: Devices made from steel, other ferrous material 1/4" thick and, in the mounted position, extending a minimum of 4 inches above the shelf or cross member, or other method approved by the fire code official. FM Datasheet 8-9 Flue space alignment for single and double row racks per FM (2021 Edition) Global Figures 2a - 2g (see Attachments See Section 4.9 of this report for additional details on flue spaces for more details) and required flue space protection devices Building Access CFC Table Access Roads: Road & Doors 3206.2, Sections Access roads required by CFC Section 503 (Section 4.3 on 503.1.1, 503.2-8, Access roads are existing and have been approved as part of Page 13) 3206.6, 3206.7 the shell building plans Access Doors: Access Doors are required in sprinklered high-piled storage areas of Group A Plastics/High Hazard Commodities more than 2,500 ft2 One access door required per each 125 lineal feet of exterior walls if exterior wall faces an access road is required The linear distance between adjacent access doors shall not exceed 200 feet in existing buildings where change in occupancy is not proposed Exterior walls without fire department access doors, see Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA ) Page I 4 Section 4.3 of this report One (1) access door exists (through 'Incoming & Receiving') along the project North of the warehouse (see Attachments See Section 4.3 of this report for additional details on access for more details) doors Aisle Width CFC 3206.10 Aisles of at least 44" are required in sprinklered buildings with (Section 4.7 on high-piled storage exceeding 500 square feet Page 17) Cross aisles used only for employee access between aisles shall be a minimum of 24" wide Thermo Fisher Scientific Inc. agrees to maintain a minimum of 44" (typical 7'-6") aisle widths within the rack storage area in order to comply with the sprinkler requirements stated in Section 4.1 of this report. CFC 3206.10.3 Dead-end aisles shall not exceed 50 ft in length NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. (see Attachments See Section 4.7 of this report for additional details on aisle for more details) widths. Fire CFC Section High-piled Storage Areas: 4-A:20-B:C; Extinguishers 3206.11, 906 and Maximum travel distance 75 ft*; (Section 4.6 on Tables 906.1, Maximum area per extinguisher 4,000 ft2 Page 16) 906.3(1) & (2), 906.9 * If no flammable liquids are stored, otherwise travel distance :5 50 Feet (see Attachments See Section 4.6 of this report for additional details on fire for more details) extinguishers. Hazardous N/A N/A. Not part of the scope of this report. See separate Materials hazardous materials code compliance report Allowable Area CBC Table 503 Not within the scope of this report. Existing building. No proposed (see Attachments changes to type of construction, building square footage or for more details) occupancy unless otherwise specified by the Architect of Record. Rev 1.3— THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA ') Page 1 5 2. Introduction The following is a high-piled combustible storage code compliance report for THERMO FISHER SCIENTIFIC INC. located at 5781 Van Allen Way in the city of Carlsbad, CA. This report is intended to help both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2019 Editions of the California Fire Code and the California Building Code, the 2016 Edition of NFPA-1 3, Standard for the Installation of Sprinkler Systems, the 2020 Edition of FM Global Data Sheets 8-1, Commodity Classification, the 2021 Editions of FM Global Data Sheets 8-9, Storage of Class 1, 2, 3, 4 and Plastic Commodities, and FM Global Data Sheets 3-26, Fire Protection For Nonstorage Occupancies. The scope of this report is limited to the high piled storage areas within the proposed warehouse. The scope of this report does not include protection of other areas including manufacturing, hazardous materials analysis, etc. Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA Page 6 3. Building Construction, Design, and Occupancies 3.1 Building Construction & Design THERMO FISHER SCIENTIFIC INC. will occupy a building of approximately 339,399 ft2. The building is of Type Ill-B construction, fully sprinklered and is two-stories above grade. No expansion or modification to the building is planned at this time unless otherwise specified by the Architect of Record. (Attachment #1) 3.2 Occupancies The facility will be used for manufacturing, office space and warehousing. Protection for the following storage areas within the TI area is proposed in this report: High piled storage, in single and double row racks with open shelves and aisles of at least 44" (typical 7'-6") is planned in the rack storage area of the Component Room (RM 9303). Non high-piled storage at ambient conditions is planned in Incoming & Receiving (RM 9304), and Sampling Room (RM 9305): High-piled storage is planned in the designated storage area as follows: Table 1. High-Piled Storage Configurations in Designated Storage Areas - Room 9303 STORAGE STORAGE CONFIGURATION OPEN/CLOSED AISLE AREA SHELVES WIDTH [FT-IN] One Single And Double Row Racks Open 71-6" THERMO FISHER SCIENTIFIC INC. will be classified overall as B, F-I, and S-i main occupancies with A-3, H-3, & H-4 accessory occupancies unless otherwise specified by the Architect of Record. (Attachment #2) Table 2. Occupancy Classification And Associated Areas USE OCCUPANCY APPROXIMATE AREA SQ. FT. Office Area - Outside the Scope B Unknown Manufacturing Area F-i Unknown Warehouse Area/High-Piled Storage Area S-i 3,358 Other Uses Unknown Unknown Total Building B, F-i and Si* 339,399 B, F-i and S-i main occupancies with A-3, H-3, & H-4 accessory occupancies per Architectural plans. Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA ') Page 7 4. High-Piled Storage Requirements The highest hazard commodities for the Component Room Storage Area are classified as cartoned expanded and exposed unexpanded Group NHigh Hazard commodities in plastic packaging on open shelving in single and double row racks. The following commodity classification per CFC Section 3203.2 through 3203.7, 3203.8 and Table 3203.8 is designated as Class l-IV and Group NHigh Hazard: (Attachment #4) Table 3. High-Piled Storage Specifications By Storage Area - Room 9303 Products (Attachment #4) Method of Storage Storage Height Open Shelving Pallet Type Cartoned Encap- sulated Commodity Class* Various Laboratory Reagents such as Sodium Chloride, Yeast Extract, Peptone, Ethanol, Ammonium Chloride & Single & GROUP A Sulphate, etc. Stored Double Row :5 26-0" Yes Plastic Yes/No Yes UNEXPANDED! in Larger Boxes or Rack HIGH HAZARD, Plastic Bins. Plastic Tubes and Bottles Filled with Liquids! Solutions or Powders of Various Materials * Based on the highest hazard commodity. Based on CFC Section 3203.9, limited quantities of Group A plastics in mixed commodities must be classified based on the highest commodity classification and are designated as High Hazard, if the percentage weight of Group A unexpanded plastics exceeds 15% or the percentage volume of Group A expanded plastics exceeds 25%. As some of the pallet loads in the high-piled storage area(s) will exceed these threshold values, the designated commodity classification is High Hazard. Rack Storage - Room 9303: Per CFC Section 3204.1, a high-piled combustible storage area shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. Therefore, the highest commodity class stored within the high-piled storage/rack storage area is cartoned expanded and exposed unexpanded Group NHigh Hazard. (Attachments #3 and #5) Storage to 5 ft: Per CFC 202 (Attachment #3), the definition of high-piled combustible storage does not include high-hazard/Group A plastics where the top of storage is less than 5 feet in height, nor does it include all other commodities (Class l-IV) where the top of storage is 12 feet or less in height; therefore the requirements of CFC Chapter 32 is not applicable to THERMO FISHER SCIENTIFIC INC.'s storage areas in Incoming & Receiving (RM 9304), and Sampling Room (RM 9305). Based on Table 3206.2, the following fire protection requirements will be provided by THERMO FISHER SCIENTIFIC INC. to meet the requirements of CFC Chapter 32 and NFPA 13 for the entire storage area (Attachment #6, #6A, #6B) Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA Page I 8 4.1 Automatic Fire Sprinkler System The following requirements are based on NFPA 13 (2016 Edition): 4. 1.1 Component Room Storage Area (Attachments #6 and #6A) Type of Storage: Single And Double Row Racks Type of Shelving: 50% or greater open Commodity Stored: CLASS l-IV, CARTONED EXPANDED AND UNEXPANDED, EXPOSED UNEXPANDED GROUP A PLASTICS Flue Spaces for Standard Racks Single Row Racks*: 3" Transverse'. Longitudinal not required. Double Row Racks* 3" Transverset. 6" Longitudinalt required. * Random variations are allowed, provided that the configuration does not obstruct water penetration. Not to exceed 20 ft2 of solid shelf area measure between flue approved spaces: See Section 4.9 for more details. Aisle Widths: a 44" (typical > 7'-6") Storage Height: :5 25'-O" Ceiling Height: :5 32'-10" Ceiling Sprinkler: Control Mode Density Area (CMDA), minimum K-8.0 listed for storage, ordinary (165°f) or high (286°f) temperature, upright sprinklers. Minimum density of 0.30 gpm/ft2 over 2000 ft2 remote area, maximum coverage area 100 ft2, maximum spacing between sprinklers 12'-0", minimum 18" clearance from deflector to top of storage, and hose allowance of 500 gpm (150 minutes). In-Rack Sprinklers: 2 Levels per NFPA 13 Figure 17.2.1.4(l) at or near the 10 ft and 20 ft elevation at every flue space (every 4-5 ft horizontally). However, the increased protection specified by FM Global DS 8-9 in-rack requirements will be applied. See below for more details. On behalf of Thermo Fisher, we are proposing protection per FM Data Sheet 8-9 since the protection conservatively requires not only two levels of in-rack sprinklers, but also face sprinklers (not required by NFPA 13): Rev 1.3— THERMO FISHER SCIENTIFIC I F INC. 5781 Van Allen Way, Carlsbad, CA Page 1 9 Proposed FM Insurance Requirements: Calculations as required by FM Global Datasheet 8-9 for insurance purposes: Sprinkler options available with two levels of in- rack sprinklers: Ceiling level (upright): Quick (QR) or Standard (STD) Response heads, 12 heads@ 11 psi for K-16.8 (250 gpm hose demand, 60 minutes), (see Attachment # 613) In-rack sprinklers: 2 Levels, based on IRAS (E) scheme per Figures 11 a (single row) and 13 (double row), at the 10 ft & 20 ft elevations; 14 heads (7 on 2 levels) at 30 gpm to be balanced with the overhead sprinklers. Note: flue and face sprinklers required for single and double row racks. Sprinkler spacing and design guidelines per FM Global Datasheet 2-0 2018 and FM Global Datasheet 8-9 July 2021 Smoke and Heat vents are discouraged by FM Global Datasheet 2-0, Section 2.1.1.7, if local codes require vents: vents must be FM Global approved and equipped with standard-response 360 deg F thermal activating device. Sprinkler heads FM approved Existing ceiling sprinkler system designed to 0.45 gpm/ft2 over 3,000 ft2 (as shown on the sprinkler placard) does not meet the requirement for protection above. Additional upgrades and/or calculations are required. In-rack sprinklers also required to be installed. 4.1.2 Incoming & Receiving, Sampling Room Storage Areas (Attachments #6 and #6B) Rooms: Ambient Condition: Incoming & Receiving (RM 9304), Sampling Room (RM 9305): Type of Storage: NON-HIGH PILED STORAGE AREAS Commodity Stored: CLASS l-IV, CARTONED UNEXPANDED AND UNCARTONED UNEXPANDED GROUP A PLASTICS COMMODITIES Storage Height: :5 6-0" Group A Pastics (Class I-IV: :5 12'-0") Ceiling Height: :5 10'-0" (Sampling Room, 9305) :5 32'-10" (Incoming & Receiving, 9304)** Ceiling Sprinkler: Control Mode Density Area (CMDA), minimum K-5.6, ordinary (1650f) or high (286°f) temperature, upright or pendent sprinklers ambient condition). Minimum density of 0.2 gpm/ft over 1500 ft2 remote area: (or room areas), maximum coverage area 130 ft2, maximum spacing between sprinklers 16-0", Rev 1.3 - THERMO FISHER SCIENTIFIC ¼ INC. 5781 Van Allen Way, Carlsbad, CA ) Page 110 minimum 18" clearance from deflector to top of storage, and hose allowance of 250 gpm (90 minutes) On behalf of Thermo Fisher, we are proposing protection per FM Data Sheet 8-9 for the Sampling Room (9305) and per FM Data Sheet 3-26 for the Receiving Room (9304), since the protection based on FM Global provides a higher protection than required by NFPA 13: Proposed FM Insurance Requirements: Calculations as required by FM Global Datasheet 8-9 for insurance purposes: Sampling Room (9305): Ceiling level (pendent or upright): 12 heads@ 10 psi for K-i 1.2 (250 gpm hose demand, 60 minutes), Incoming & Receiving Room (9304: Proposed density of 0.20 gpm/ft2 over 2,500 ft remote area ("HC-2"), 250 gpm hose demand, as reviewed by FM Global for accepatability due to limited amount of storage and defined as 'incidental storage' according to DS 3-26: By separating the incoming pallets into 64 sq. ft. of areas (4 pallets) and separate each area by a distance of 8 ft, (see Attachment # 613). Sprinkler spacing and design guidelines per FM Global Datasheet 2-0 2018 and FM Global Datasheet 8-9 July 2021 Smoke and Heat vents are discouraged by FM Global Datasheet 2-0, Section 2.1.1.7, if local codes require vents: vents must be FM Global approved and equipped with standard-response 360 deg F thermal activating device. Sprinkler heads FM approved The proposed ceiling sprinkler system designed to 12 heads@ 10 psi with K-11.2 (based on FM Global insurance requirements) meets the requirement for protection above and exceeds the protection based on NFPA 13 for the Sampling Room (9305). The existing ceiling sprinkler system designed to 0.45 gpm/ft2 over 3,000 ft2 (as shown on the sprinkler placard) meets the requirement for protection above and exceeds the protection based on NFPA 13 or FM Global for the Receiving Room (9304). No additional upgrades are required. Note: Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole responsibility of THERMO FISHER SCIENTIFIC. Confirmation of compliance with the adopted edition of NFPA 13 or FM Global Datasheets for existing, new and/or tenant improvements to sprinkler system is outside the scope of this report. Sprinkler contractor to confirm existing and proposed sprinkler system design specifications and installation requirements per FM Global Datasheet 2-0. Rev 1.3 - THERMO FISHER SCIENTIFIC Page INC. 5781 Van Allen Way, Carlsbad, CA 11 4.1.3 Additional Protection Requirements 4.1.3.1 Extent of Protection Per CFC 3206.2 and NFPA-1 3 Section 12.3 (Attachment #7), the extent and type of protection (including automatic sprinkler design densities) shall extend the lesser of 15 feet beyond the high-piled storage area or to a full height wall, where portions of high-piled storage areas have different fire protection requirements because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 4.1.3.2 Protection of Steel Columns Per CFC 3208.4 and NFPA-13 Section 17.1.4.1 and Table 17.1.4.1 (Attachment #7), where fireproofing of building columns located wholly or partially within the rack footprint (inclusive of flue space or within 12 inches of the footprint) is not provided and storage heights are in excess of 15 ft, protection of building columns within the rack structure shall be provided by the installation of in-rack sprinklers. 4.1.3.3 Fixed Obstruction Per NFPA-13 Sections 8.5.5.3.1 (Attachment #7), fire sprinklers are not required under fixed obstruction or open grate flowing unless their width is in excess of 4 ft. 4.1.3.4 Ceiling Slope Per NFPA-1 3 Section 12.1.2 (Attachment #7), the sprinkler system criteria specified are intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent). 4.1.3.5 Open Top Containers Per NFPA-13 Section 17.1.6 (Attachment #7), protection shall not apply to open-top containers. However, per NFPA-13 Section C.12 fire tests have shown that the issue of open-top containers used in rack storage only occurred in the upper storage tiers increasing sprinkler operation and fire spread in the main array. Open-top containers are only proposed (if any) in the first level (4-5 ft from the ground) within the high piled storage area. 4.1.3.6 Solid Shelves in Racks Per NFPA-1 3 Section 17.1.5.3, double-row racks with storage up to 25 ft in height without longitudinal flues, having transverse flues at maximum 5 ft intervals horizontal are not considered solid shelves and additional in-rack sprinklers are not required. Per NFPA-1 3 Section 17.1.5, no solid shelves (larger than 20 square feet between approved flue spaces) are permitted in the racks without installation of in-rack sprinklers (at every solid shelf level) where solid shelves exist. See Section 4.9 for additional information on required flue spaces. 4.1.4 Additional Protection Notes Discrepancies between the sprinkler system information presented herein and actual conditions and/or conditions presented on plans are the sole responsibility of THERMO FISHER SCIENTIFIC INC. Confirmation of compliance with the adopted edition of NFPA 13 for existing, new and/or tenant improvements to sprinkler system is outside the scope of this report. Sprinkler contractor to confirm existing and proposed sprinkler system Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA Page 112 design specifications and installation requirements per NFPA 13, and/or meets FM Global performance requirements where applicable. 4.1.5 Other Areas -OUTSIDE THE SCOPE Unknown and outside the scope of this report. 4.2 Alarm/Monitoring Per CFC 903.4, all valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures and waterflow switches on all sprinkler systems (if serving > 6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Monitoring: Alarm, supervisory and trouble signals shall be distinctly different and shall be automatically transmitted to an approved supervising station or, when approved by the fire code official, shall sound an audible signal at a constantly attended location. Alarm: One exterior approved audible device, located on the exterior of the building in an approved location, shall be connected to each automatic sprinkler system. Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Where a building fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Visible alarm notification appliances shall not be required except when required by Section 907. (Attachment #8) 4.3 Building Access - Doors & Roads Per CFC 3206.6 (Attachment #9), fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet of all portions of the exterior walls of buildings used for high-piled storage. EXCEPTION: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protection. Per CFC Table 3206.2, building access is required for sprinklered high-piled storage areas of Group A/High Hazard commodities larger than 2,500 square feet. 4.3.1 Access Doors Per CFC 3206.7 (Attachment #9), fire department access doors shall be provided in accordance with the following: Exterior walls without fire department access doors. Fire department access doors are not required in an exterior wall that does not face a fire apparatus access road provided that all of the following conditions occur: Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA ) Page 113 The opposite exterior wall faces a fire apparatus access road. The opposite exterior wall is provided with fire department access doors. The entire interior surface of the exterior wall is less than 150 feet away from a fire department access door. The building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Location. Where exterior walls surrounding high-piled storage areas face fire apparatus access roads, such walls shall be provided with fire department access doors. Access to doors. Fire department access doors shall be able to be accessed without the use of a ladder. Marking on fire department access doors. Fire department access doors shall be labeled on the exterior side with the following sign or other approved sign: FIRE DEPARTMENT ACCESS DOOR DO NOT BLOCK The lettering shall be in a contrasting color to the background. Letters shall have a minimum height of 2 inches with a minimum stroke of I8 inch. Number of doors required. The required fire department access doors shall be distributed such that the lineal distance between adiacent fire department access doors does not exceed 125 feet measured center to center. Exception: The linear distance between adjacent access doors shall not exceed 200 feet in existing buildings where change in occupancy is not proposed. Door size and type. Fire department access doors shall be not less than 3 feet in width and 6 feet 8 inches in height. Roll-up doors shall not be considered fire department access doors unless approved. Locking devices. Locking devices on fire department access doors shall be approved. Key box. Where fire department access doors are required, a key box shall be installed in accordance with CFC Section 506.1. The key box shall contain keys or devices to allow for entry through the fire department access doors. One (1) access door exists (through 'Incoming & Receiving') along the project North of the warehouse. Final location and number of access doors is pending fire department approval. (Attachment #9) 4.3.2 Access Roads Per CFC 503. 1.1 (Attachment #9), approved fire apparatus access roads shall be provided 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. Per CFC 503.2 (Attachment #9), fire apparatus access roads shall be installed and arranged in accordance with the following: Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA ) Page 114 Dimensions: Fire apparatus access roads shall have an unobstructed width of not less than 20 feet, exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches. Authority: The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire or rescue operations, or where necessary to meet the public safety objectives of the jurisdiction. Surface: Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. Turning Radius: The required turning radius of a fire apparatus access road shall be determined by the fire code official. Dead Ends: Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus. Bridges and Elevated Surfaces: See CFC Section 503.2.6 Grade: The grade of the fire apparatus access road shall be within the limits established by the fire code official based on the fire department's apparatus. Angle of Approach and Departure: The angle of approach and departure for fire apparatus access roads shall be within the limits established by the fire code official based on the fire department's apparatus. (Attachment #9) Access roads are existing and have been previously approved as part of the shell building. 4.4 Smoke and Heat Removal Based on CFC Table 3206.2 smoke and heat removal is required in sprinklered high-pile storage areas of Group A Plastics/High Hazard Commodities more than 2,500 ft2 (Attachment #10). Per CFC 910.3 (Attachment #10) smoke and heat vents shall be designed, installed and maintained in accordance with the following: Listing and labeling. Smoke and heat vents are required to be listed and labeled to indicate their compliance with UL 793, FM 4430 or ICC ES AC 331. Smoke and heat vent locations. Smoke and heat vents shall be located 20 feet or more from adjacent lot lines and fire walls and 10 feet or more from fire barriers. Vents shall be uniformly located within the roof in the areas of the building where the vents are required to be installed by Section 910.2, with consideration given to roof pitch, sprinkler location and structural members. Smoke and heat vent area. The required aggregate area of smoke and heat vents in buildings equipped throughout with an automatic sprinkler system shall be calculated as follows, see Section 4.4.1. Maintenance. Smoke and heat vents shall be maintained in an operative condition in accordance with NFPA 204 and Section 910.5.1.1. Fusible links for smoke and heat vents shall be replaced whenever fused, damaged or painted. Rev 1.3— THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA Page 115 4.4.1 High-Piled Storage Area The aggregate area of smoke and heat vents in buildings equipped throughout with an automatic sprinkler system shall be calculated as follows: (Attachment #10) Component Room (approx. 3,358 ft2) Smoke and heat removal is required as these storage areas for High Hazard/Group A Plastics are high-piled. AVR V/9000 Where: V = Volume of the Storage Area = 32 ft 10 in x 3,358 ft2 = 110,254 ft3 A = Required Aggregate Vent Area = 110,254 ft3/ 9,000 = 13 ft2 One smoke and heat vents [4'x 8'] is required. There are no existing smoke and heat vents currently in the warehouse Incoming & Receiving, Sampling Room (total approx. 1027 ft2) Smoke and heat removal is not required as these two rooms of the ambient warehouse storage are non high-piled. 4.5 Draft Curtains Draft curtains are no longer required per the California Fire Code for storage areas equipped with an approved fire sprinkler system. Draft curtains are required per NFPA 13 Section 8.4.6.4 to separate ESFR (QR) sprinkler systems from standard (STD) response sprinkler systems. 4.6 Portable Fire Extinguishers Per CFC Sections 906 and 3206.11 (Attachment #11), portable fire extinguishers shall be installed in the following locations: In existing Group B, F-I and S-i occupancies Where required by the sections indicated in Table 906.1. Per CFC Table 906.3(1) & 906.3(2) (Attachment #11), the following is the proposed fire extinguisher type and layout: Storage Areas: 4-A:20-B:C @ Travel Distance 75* Feet * If no flammable/combustible liquids are stored, otherwise travel distance :5 50 Feet THERMO FISHER SCIENTIFIC INC. agrees to comply with the requirements for fire extinguishers. One extinguisher may provide coverage to a maximum of 4,000 ft2. Fire extinguisher types and locations will be provided by THERMO FISHER SCIENTIFIC INC. or fire extinguisher vendor and approved by the fire department. Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA Page I 16 Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicated the need for placement away from normal paths of travel. Portable fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the location of extinguishers. 4.7 Aisle Widths Per CFC 3206.10 (Attachment #12), aisles in sprinklered buildings not accessible to the public with high-piled storage areas exceeding 500 ft2 shall comply with the following: Aisles shall be a minimum of 44 inches * Cross aisles used only for employee access between aisles shall be a minimum of 24 inches in width Aisles separating shelves classified as shelf storage shall be a minimum of 30 inches wide Thermo Fisher Scientific Inc. agrees to maintain a minimum of 44" aisle widths within the rack storage area in order to comply with the sprinkler requirements stated in Section 4.1 of this report. Required aisles widths shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6'-8" above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. Dead end aisles shall not exceed 50 feet. THERMO FISHER SCIENTIFIC INC. agrees to meet the above requirements for aisle widths and dead ends. Additionally, THERMO FISHER SCIENTIFIC INC. agrees to arrange their floor/palletized storage (if any), such that it does not obstruct the minimum required width of the aisles. 4.8 Housekeeping & Maintenance Per CFC Sections 901.6 and 3205 (Attachment #13), the following are general maintenance and safety requirements: Rack Structures. The structural integrity of racks shall be maintained Smoking. Smoking shall be prohibited. Approved "NO SMOKING" signs shall be conspicuously posted. Ignition sources. Clearance from ignition sources shall be provided. Aisle Maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste materials and debris. Fire department access doors, aisles and exit doors shall be unobstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches of the required aisle width shall be maintained in 48 inch or smaller aisles, and a minimum unobstructed aisle width of one-half of the required aisle width shall be maintained in aisles greater than Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA AN11 AIS30C,147rl 7 Page 117 48 inches. During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches shall be maintained. Flue Spaces. Flue spaces shall be maintained for rack storage. (Attachment #14). See Section 4.9 of this report. Fire Protection Systems. Fire protection systems shall be maintained in an operative condition at all times and shall be replaced or repaired where defective. Additionally, any existing non-required fire protection systems (i.e. extinguishing systems, smoke and heat vents, etc.) shall be inspected, tested and maintained or removed. Per CFC 901.6 (Attachment #13), non-required fire protection systems (i.e. extinguishing systems, smoke and heat vents, etc.) shall be inspected, tested and maintained or removed. 4.9 Flue Spaces for Rack Storage Per CFC 3208.3 and Table 3208.3 (Attachment #14), flue spaces shall be maintained for rack storage. Where required by the fire code official, required flue spaces in rack storage shall be equipped with approved devices to protect the required flue space above the first tier of storage. Such devices shall not be moved or modified. Per CFC Table 3208.3 (Attachment #14), the required flue spaces for rack storage shall be in accordance with the following (for definition of flue spaces see NFPA 13, Figure A.3.9.3.7(b)): Single Row Racks *; Transverse - 3-inches' ** & Longitudinal - None Required Double Row Racks *: Transverse - 3inchest ** & Longitudinal - 6inchest" * Transverse Flue Spaces: Random variations (in flue space size) are allowed, provided the distribution of water is not obstructed per CFC Table 3208.3, sub-note (b). Location of transverse flue spaces, such that enclosed shelf area does not exceed .0 sf. Space taken by rack uprights not to be included in transverse flue spaces. Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA Page 18 U A Load depth G Pallet B Load width H Rack depth E Storage height L Longitudinal flue space F Commodity T Transverse flue space FIGURE A.3.9i.7(h) Double-Row Racks Without Solid or Slatted Shelves. Carlsbad Fire: Transverse and longitudinal flue spaces are required at intervals that do not result in excess of 20 ft2 of enclosed shelf space. City of Carlsbad requires flue space protection per CFC 3208.3.1 for flue spaces required by CFC Table 3208.3 in single, double or multiple row rack storage. Rack installations shall be equipped with approved devices to protect the required flue spaces and which shall not be removed or modified. A mechanical means shall be provided to maintain the transverse flue spaces at the uprights at each level: The device and its installation method shall be identified on the plan. Transverse flue spaces between uprights shall be marked with a 3-inch or 6-inch yellow strip on the load beam with words in red that read, "Keep Clear." Durable vinyl tape, paint, or other methods as approved by the fire code official may be used. Note, transverse flue space is measured as the distance between the loads, not the distance between the racks. A flue space's net width is a measure of its gross width minus any horizontal obstructions, such as rack uprights, located within the flue space. Double row racks shall be equipped with a pallet/commodity stop along the longitudinal flue space at each level: The device along the longitudinal flue space shall be made from steel or other ferrous material ¼" thick and, in the mounted position, shall extend a minimum of 4 inches above the shelf or cross member, or other method approved by the fire code official. It is noted that regardless of the design of the pallet stop, the flue space shall be measured from the back of the pallet stop to the (opposing) back of the pallet stop. Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA ) Page 119 Definition of Flue Spaces: Longitudinal Flue Space: The flue space between rows of storage perpendicular to the direction of loading. Transverse Flue Space: The space between rows of storage parallel to the direction of loading. Final approval of flue space protection devices is pending fire department approval. 4.10 Hose Connections Per CFC 3206.8, hose connections are not required unless exit passageways are required by the California Building Code for egress within the high piled storage areas. In this case a Class I standpipe system shall not be provided in accordance with CFC Section 905, as exit passageways are not proposed. No exit apssageways are proposed unless otherwise specified by the Architect of Record. (Attachment #15) Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA ) Page 1 20 5. Means of Egress A complete exit analysis is outside the scope of this report and, when required, will be provided by the Architect of Record. The following general egress requirements apply to the proposed sprinklered occupancies. (Attachment #16) 5.1 Manufacturing IF-I Occupancy] - Outside the Scope Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a maximum occupant load of 49 and the common path of egress travel shall not exceed 100 feet. Per CBC Table 1017.2 exit access travel distance shall not exceed 250 feet. a Per CBC 1017.2.2, exist access travel distance can be increased to 400 feet when the portion of the building classified as Group F-I is limited to one story in height, the minimum height from the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet and the building is equipped throughout with an approved automatic sprinkler system. Per CBC 1020.4, Exception 2, dead ends through common path of egress shall not exceed 50 feet. 5.2 Storage IS-I Occupancy] Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a maximum occupant load of 29 and the common path of egress travel shall not exceed 100 feet. Per CBC Table 1017.2 and CFC Table 3206.2 Footnote 'h', exit access travel distance shall not exceed 250 feet, where ESFR sprinkler systems are installed and Smoke and Heat Removal is not required (or not installed). a Per CBC 1017.2.2, exit access travel distance can be increased to 400 feet when the portion of the building classified as Group S-i is limited to one story in height, the minimum height from the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet and the building is equipped throughout with an approved automatic sprinkler system. Per CBC 1020.4, Exception 2, dead ends through common path of egress shall not exceed 50 feet. 5.3 Other Areas - Outside the Scope Unknown and outside the scope of this report. See architectural plans. THERMO FISHER SCIENTIFIC INC. agrees to meet the above requirements for travel distance. Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA ')ANO ArnoclArcs Page 1 21 6. Exposures 6.1 Occupancy Separation THERMO FISHER SCIENTIFIC INC. is classified as a B, F-I and S-i main occupancies with A-3, H-3, & H-4 accessory occupancies unless otherwise specified by the Architect of Record. Based on CBC Table 508. (Attachment #17), the following occupancy separation is required in a fully sprinklered building*: No occupancy separation is required between: B and S-I occupancies 1-hour occupancy separation is required between A-3 and B/S-i occupancies 1-hour occupancy separation is required between H-3 and B/S-I occupancies 1-hour occupancy separation is required between H-4 and B/S-i occupancies 6.2 Separation of High-Piled Storage Areas Per CFC 3206.3.2.1 (Attachment #18), the aggregate of all high-piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hour fire barrier walls constructed in accordance with the California Building Code OR by a distance of 100 feet or more. Openings in such walls shall be protected by opening protective assemblies having a 1-hour fire protection rating. As THERMO FISHER SCIENTIFIC INC. occupies the entire building, no separation from adjacent tenant spaces is required. Additionally Component Room 9303 is separated from other high piled storage areas within the building by a minimum of 1-hour fire barrier walls and a minimum distance of 100 feet. 6.3 Separation of Multiple Classes of High Piled Storage Areas High-piled storage areas classified as Class I through IV not separated from high- piled storage areas classified as high hazard shall utilize the aggregate of all high- piled storage areas as high hazard for the purposes of the application of Table 3206.2. Multiple class high piled storage areas meeting the separation requirements in Section 3206.3.2 shall be considered as separated. The fire safety features in Table 3206.2 shall be extended beyond the higher-hazard storage area in accordance with Section 3206.2.1. Additionally Component Room 9303 is separated from other high piled storage areas within the building by a minimum of 1-hour fire barrier walls and a minimum distance of 100 feet. As mentioned in Section 4.0 of this report, sprinkler protection for the High Piled Rack Storage Area is planned to extend througout the Component Room. 6.4 Allowable Area and Sideyards The building is existing. No proposed changes to type of construction, building square footage or occupancy unless otherwise specified by the Architect of Record. Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA \,)AND AsrOCIATCS Page 122 7. Approved Storage Layout Per CFC 3201.3.2 a floor plan, of legible size, shall be provided (by others), mounted on a wall and protected from damage. The floor plan shall be mounted in an approved location and show the following (Attachment #19): Locations, dimensions and rack layout of high-piled storage areas. Design storage height for each storage area*. Types of commodities. Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement*. Aisle dimensions between each storage array*. For palletized and solid-piled storage, the maximum pile volume for each storage array*. Location and classification of commodities in accordance with Section 3203 (Commodity Classification, see Section 4). Location of required fire department access doors. Location of valves controlling the water supply of ceiling and in-rack sprinklers. * Applicable to high-piled storage only. Non high-piled storage arrangements are excluded. The proposed approved storage layout is outside the scope of Klausbruckner & Associates Inc. at this time. THERMO FISHER SCIENTIFIC INC. agrees to comply with the requirements of CFC Section 3201.3.2. Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA Page 1 23 8. Conclusion It is the opinion of Klausbruckner & Associates that the above will meet the requirements, and/or intent of the 2019 Edition of the California Fire Code, the 2019 Edition of the California Building Code, the 2016 Edition of NFPA-1 3, Standard for the Installation of Sprinkler Systems, the 2020 Edition of FM Global Data Sheets 8-1, Commodity Classification, the 2021 Edition of FM Global Data Sheets 8-9, Storage of Class 1, 2, 3, 4 and Plastic Commodities, and the 2021 Edition of FM Global Data Sheets 3-26, Fire Protection For Nons forage Occupancies, for the type of occupancy and storage. By way of my signature, THERMO FISHER SCIENTIFIC INC. agrees to meet the storage conditions required and specified in this report. c/';4-z-z Date THERMO FISHER SCIENTIFIC Representative - Sign Name c'1 L5 THERMO FISHER SCIENTIFIC Representative - Print Name Rev 1.3— 7'11ERt1O FISHER SCIENTIFIC INC. 5781 Van ,IIIen Way, Carlsbad, CA Page 1 24 9. Appendix A: Attachments Attachment #1: CONSTRUCTION AND BUILDING DESIGN, AREA OF WORK Attachment #2: OCCUPANCIES Attachment #3: DEFINITION OF HIGH-PILED COMBUSTIBLE STORAGE Attachment #4: COMMODITY CLASSIFICATION Attachment #5: DESIGNATION OF HIGH PILED STORAGE Attachment #6: GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS Attachment #6A: AUTOMATIC FIRE SPRINKLER SYSTEM - COMPONENT ROOM RACK STORAGE AREA (RM 9303) Attachment #613: AUTOMATIC FIRE SPRINKLER SYSTEM - INCOMING & RECEIVING (RM 9304), SAMPLING ROOM (RM 9305) - NON HIGH-PILED STORAGE AREAS Attachment #7: ADDITIONAL PROTECTION REQUIREMENTS Attachment #8: ALARM/MONITORING Attachment #9: BUILDING ACCESS - DOORS & ROADS Attachment #10: SMOKE AND HEAT REMOVAL Attachment #11: PORTABLE FIRE EXTINGUISHERS Attachment #12: AISLE WIDTHS Attachment #13: HOUSEKEEPING & MAINTENANCE Attachment #14: FLUE SPACES FOR RACK STORAGE Attachment #15: HOSE CONNECTIONS Attachment #16: MEANS OF EGRESS Attachment #17: OCCUPANCY SEPARATION Attachment #18: SEPARATION OF HIGH-PILED STORAGE AREAS Attachment #19: APPROVED STORAGE LAYOUT & DOCUMENTS Rev 1.3 - THERMO FISHER SCIENTIFIC INC. 5781 Van Allen Way, Carlsbad, CA tjo Page 1 25 ATTACHMENT #1 BUILDING CONSTRUCTION & DESIGN tsso II 1t1 I... I' .JL.I PARCEL 1 (212-130-44-00) bUILuING AA ((.,i'uSS I-LOOk): LAND USE ZONE INFORMATION: j EXISTING ARE ZONE: C-M - HEAVY COMMERCIAL - GENERAL PLAN: P1 - PLANNED INDUSTRIAL FIRST FLOOR 287,000 SF SPECIFIC PLAN: CARLSBAD RESEARCH CENTER SPECIFIC PLAN SPI80G : MEZZANINE 52,399 SF SPECIFIC PLAN: CARLSBAD RESEARCH CENTER CODE INFORMATION PARTIAL LIST OF APPLICABLE CODES 2019 EDITION PARTI, CALIFORNIA ADMINISTRATIVE CODE (C.A.C.) TITLE 24, 2019 EDITION PART 2, CALIFORNIA BUILDING CODE (C.B.C.) TITLE 24, 2019 EDITION PART 4, CALIFORNIA MECHANICAL CODE (C.M.C) TITLE 24, 2019 EDITION PART 5, CALIFORNIA PLUMBING CODE (C.P.C) TITLE 24, 2019 EDITION PART 9, CALIFORNIA FIRE CODE (C.F.C) TITLE 24, 2019 EDITION PART 6, CALIFORNIA ENERGY CODE 2019 CALIFORNIA ELECTRICAL CODE (C.E.C) TITLE 24, APPLICABLE ORDINANCES OF THE CITY OF CARLSBAD APPLICABLE ORDINANCES OF THE COUNTY OF SAN DIEGO TOTAL BUILDING 339,399 SF AREA OF PROPOSED IMPROVEMEN MANUFACTURING WAREHOUSE EQUIPMENT PLATFORM TOTAL TI PROJECT AREA PLUMBING F MINIMUM PLUMBING REQUIREMENTS (PER CPC TABLE 422.1) (OCCUPANT LOAD FACTOR BASED OF' OCCUPANCY TYPE AREA / LOAD F TYPE F-I 102,467 sf/2,0( TYPE S-I 85,844 Sf/ 5,00( TYPE B. I5I,088sf/200 MINIMUM REQUIRED PLUMBING FIXTU WATER CLOSETS URINALS L DEFERRED SUBMITTAL M/F F-I 1/1 0 1. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS LISTED BELOW SHALL BE DESIGNED AND PREPARED BY THE CONTRACTOR, BASED ON CRITERIA ESTABLISHED IN THE 5-1 1 I I 0 B - 1ST FLR 4 /11 3 CONSTRUCTION DOCUMENTS, AND THEN SUBMITTED TO THE ARCHITECT FOR INITIAL B - 2ND FLR 3 /8 2 - --- - -HM I - - fl j -TYPE III-B. FULLY SPRINK ED I •-'- I I - pal M IS ELI MAIN -•---i •i - - - - - - T11THUTT T[ JFT 07 rL1 qT 1k1 k gm IL Li Li __ 10 - J[7JL - ___ --:• F I'Ao Hi : rp -i-i L L iLL: _: HiI5 Lij dl rri-] iii 'I [_iii L1i 1LJ JI h-i _iLJ 1 L 1fi 'IT Li iji J (E) CONTROL AREA 2 (E) F-I OCCUPANCY - Ti _ rH -r— In ui ki:n1 JLP WLLJO T°rrr -J rL [Jill Li E Li U4 - fl - L] II PERSONNEL t AIRLOCK II MATERIAL PERSONNEL i MATERIAL P - 91l AIRLOCK AIRLOCK AIRLOCK INI4OCULATE 9320 .9340 CULTIVATION CHROMATOGRAPHY WRSONN LOCK -- --- F------ 93i1 _ D ROOM ATION 4CA PREP ROO ARATION DOR ___ - - 9342 MICROBIAL FREEZER - FERMENTATION t ROOM -20C I 9317.1 X x EF I __ -4 - - - COLD ROOM - - CLARIFICATION - L9332B -J MICROBIAL CHROMATOGRAPHY FERMENTATION 4C 9333 LJ LJ LU U iu U r/-%L 0 ri I 5 LEVELS PER RACK co I I (-8 POSITIONS FOR EQUIPMENT) = 312 PALLET POSITIONS 3 A6-001 01 00 4L GRADE D EXIT AIRLOCK AIRLOCK 9302 191011 ii - LEVEL I 0" 2 PGR2-COP L A6-001 01 J 3/16" = 10 T.O. ROOF 32'-I 0" ATTACHMENT #2 OCCUPANCY CLASSIFICATION CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE User note: About this chapter: Chapter 3 provides the criteria by which buildings and structures are classified into use groups and occupancies. Through the balance of the code, occupancy classification is fundamental in the setting of features of construction; occupant safety require- ments, especially building limitations; means of egress; fire protection systems; and interior finishes. SECTION 301 SCOPE 301.1 General. The provisions of this chapter shall control the classification of all buildings and structures as to occu- pancy and use. Different classifications of occupancy and use represent varying levels of hazard and risk to building occu- pants and adjacent properties SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION 302.1 Occupancy classification. Occupancy classification is the formal designation of the primary purpose of the building, structure or portion thereof. Structures shall be classified into one or more of the occupancy groups listed in this section based on the nature of the hazards and risks to building occu- pants generally associated with the intended purpose of the building or structure. An area, room or space that is intended to be occupied at different times for different purposes shall com- ply with all applicable requirements associated with such potential multipurpose. Structures containing multiple occu- pancy groups shall comply with Section 508. Where a structure is proposed for a purpose that is not specifically listed in this section, such structure shall be classified in the occupancy it most nearly resembles based on the fire safety and relative haz- ard. Occupied roofs shall be classified in the group that the occupancy most nearly resembles, according to the fire safety and relative hazard. and shall comulv with Section 503.1.4. Assembly (see Section 303): Groups A-i, A-2, A-3, A-4 and A-5. Business ~~seeSec~tion4): Group B. 1 4 3. [SFMJ Organized Camps (see Section 450): Group C. Educational (see Section 305): Group E. Factory and Industrial (see Section 306): Groups F-li and F-2. High Hazard (see Section 307): Groups H-i, H-2, H-3, H-4 and H-S. >1 1 7. Institutional (see Section 308): Groups 1-2, 1-2.1, 1-3 and 1-4. I I 8. [SFMJ Laboratory (see Section 202): Group B, unless classified as Group L (see Section 453) or Group H (see Section 307). I I 9. [SFM] Laboratory Suites (see Section 453): Group L. Mercantile (see Section 309): Group M. Residential (see Section 310): Groups R- 1, R-2, R-2. 1, I I R-3, R-3.1 and R-4. [12. Storage (see Section 311): Groups S-i and S-2. Utility and Miscellaneous (see Section 312): Group U. [SFMJ Existing buildings housing existing protective social care homes or facilities established prior to 1972 (see California Fire Code Chapter 11 and Cali- fornia Existing Building Code). 302.1.1 Reserved 302.1.2 Reserved 302.1.3 Pharmacies; veterinary facilities; barbering, cos- metology or electrolysis establishments; and acupunc- ture offices. See Chapter 12. 302.2 Use designation. Occupancy groups contain subordi- nate uses having similar hazards and risks to building occu- pants. Uses include, but are not limited to, those functional designations listed within the occupancy group descriptions in Section 302.1. Certain uses require specific limitations and controls in accordance with the provisions of Chapter 4 and elsewhere in this code. SECTION 303 ASSEMBLY GROUP A 303.1 Assembly Group A. Assembly Group A occupancy includes, among others, the use of a building or structure, or a portion thereof, for the gathering of persons for purposes such as civic, social or religious functions; recreation, food or drink consumption or awaiting transportation; motion picture and television production studio sound stages, approved pro- duction facilities and production locations; or for the show- ing of motion pictures when an admission fee is charged and when such building or structure is open to the public and has a capacity of 10 or more persons. 303.1.1 Small buildings and tenant spaces. A building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as a Group B occupancy. 303.1.2 Small assembly spaces. The following rooms and spaces shall not be classified as Assembly occupancies: 1. A room or space used for assembly purposes with an occupant load of less than 50 persons and accessory 2019 CALIFORNIA BUILDING CODE 97__• I II ,Copyright © ooto ICC. ALL RIGHTS RESERVED. Aco,,o,d by Elli, Kl000bmoho,r (ek@k1ouobnokn,r.com), (-)Order Noo,h,, ot000007to on Dec tO, 2019 0309 PM (PST) purs000t to Linen,, Agrrsmrnt witi A A I I I W.C.No A,nh,rreron,ln-rinn. nnfi h,ernd,,.-tin,,, h,,,nthj,d no,-n,, or di,rrihnrino ,nshnri7e.1. hinol,tnernnlv. nnoi,,,nd r,5wnkjo,,nhjhirM. ANY 11N517TH0517F0 SFPRODII(1'ION OR OCCUPANCY CLASSIFICATION AND USE to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 2. A room or space used for assembly purposes that is less than 750 square feet (70 m2) in area and acces- sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 303.1.3 Associated with Group E occupancies. A room or space used for assembly purposes that is associated with a Group E occupancy is not considered a separate occu- pancy. 303.1.4 Accessory to places of religious worship. Accessory religious educational rooms and religious audi- toriums with occupant loads of less than 100 per room or space are not considered separate occupancies. 303.2 Assembly Group A-i. Group A-i occupancy includes assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pic- tures including, but not limited to: Motion picture and television production studio sound stages, approved production facilities and production locations. (with live audiences). Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters 303.3 Assembly Group A-2. Group A-2 occupancy includes assembly uses intended for food and/or drink consumption including, but not limited to: Banquet halls Casinos (gaming areas) Nightclubs Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens) Taverns and bars 303.4 Assembly Group A-3. Group A-3 occupancy inciudes assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to: Amusement arcades Art galleries Bowling alleys Community halls Courtrooms Dance halls (not including food or drink consumption) Exhibition halls Funeral parlors Greenhouses for the conservation and exhibition of plants that provide public access. Gymnasiums (without spectator seating) Indoor swimming pools (without spectator seating) Indoor tennis courts (without spectator seating) Lecture halls Libraries Museums Places of religious worship Pool and billiard parlors Waiting areas in transportation terminals 303.5 Assembly Group A-4. Group A-4 occupancy includes assembly uses intended for viewing of indoor sporting events and activities with spectator seating including, but not limited to: Arenas Skating rinks Swimming pools Tennis courts 303.6 Assembly Group A-5. Group A-S occupancy includes assembly uses intended for participation in or viewing out- door activities including, but not limited to: Amusement park structures Bleachers Grandstands Stadiums 303.7 Fixed guideway transit systems. [SFMJ Fixed guide- way transit system buildings shall conform to the require- ments of this code for their occupancy classification in addition to the provisions set forth in Section 443. 303.8 Subterranean spaces for winery facilities in natural or manmade caves. [SFMJ For fire and life safety require- ments, see Section 446. SECTION 304 BUSINESS GROUP B 304.1 Business Group B. Business Group B occupancy includes, among others, the use of a building or structure, or a portion thereof, for office, professional or service-type transactions, including storage of records and accounts. Business occupancies shall include, but not be limited to, the following: Airport traffic control towers Ambulatory care facilities serving six or fewer patients (see Section 308.3.3, 1-2. ifor facilities serving more than five patients) Animal hospitals, kennels and pounds Banks Barber and beauty shops Car wash Civic administration Clinic, outpatient [SFM] (not classified as Group 1-2.1) Dry cleaning and laundries: pick-up and delivery stations and self-service Educational occupancies for students above the 12th grade Electronic data processing Food processing establishments and commercial kitchens not associated with restaurants, cafeterias and similar dining facilities not more than 2,500 square feet (232 m2) in area. Laboratories: testing and research and [SFMJ instruction Motor vehicle showrooms Post offices Print shops Professional services (architects, attorneys, dentists, physicians, engineers, etc.) Radio and television stations Telephone exchanges 98 2019 CALIFORNIA BUILDING CODE Copyright © 0019 ICC, ALL RIGHTS RESERVED. Accessed by Eflie Elsuobmokor, (ek@klauubruckso,r.com), (-)Order Number s W0801710 on Doss cc, 2059 03:09 PM (PST) pursuant to License Agreement with Ilk & L A k A I I I k ICC Nofi,therrrr,d-tion, ,sob,,thers.noulsswi,snshnonssthjrd no,tc ,rdirtrihs,tinn onthnd,rd .Sjr,Ies,.r,rnnlv.snnoin,und nrtworkjn,n,obmhited. ANYIINAIITHISOI7FD 0PPRODhJt1l(9NO0 OCCUPANCY CLASSIFICATION AND USE to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 2. A room or space used for assembly purposes that is less than 750 square feet (70 m2) in area and acces- sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 303.1.3 Associated with Group E occupancies. A room or space used for assembly purposes that is associated with a Group E occupancy is not considered a separate occu- pancy. 303.1.4 Accessory to places of religious worship. Accessory religious educational rooms and religious audi- toriums with occupant loads of less than 100 per room or space are not considered separate occupancies. 303.2 Assembly Group A-i. Group A-i occupancy includes assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pic- tures including, but not limited to: Motion picture and television production studio sound stages, approved production facilities and production locations. (with live audiences). Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters 303.3 Assembly Group A-2. Group A-2 occupancy includes assembly uses intended for food and/or drink consumption including, but not limited to: Banquet halls Casinos (gaming areas) Nightclubs Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens) Taverns and bars 303.4 Assembly Group A-3. Group A-3 occupancy includes assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to: Amusement arcades Art galleries Bowling alleys Community halls Courtrooms Dance halls (not including food or drink consumption) Exhibition halls Funeral parlors Greenhouses for the conservation and exhibition of plants that provide public access. Gymnasiums (without spectator seating) Indoor swimming pools (without spectator seating)' Indoor tennis courts (without spectator seating) Lecture halls Libraries Museums Places of religious worship Pool and billiard parlors Waiting areas in transportation terminals 303.5 Assembly Group A-4. Group A4 occupancy includes assembly uses intended for viewing of indoor sporting events and activities with spectator seating including, but not limited to: Arenas Skating rinks Swimming pools Tennis courts 303.6 Assembly Group A-S. Group A-5 occupancy includes assembly uses intended for participation in or viewing out- door activities including, but not limited to: Amusement park structures Bleachers Grandstands Stadiums 303.7 Fixed guideway transit systems. [SFM] Fixed guide- way transit system buildings shall conform to the require- ments of this code for their occupancy classification in addition to the provisions set forth in Section 443. 303.8 Subterranean spaces for winery facilities in natural or manmade caves. [SFMJ For fire and life safety require- ments, see Section 446. SECTION 304 BUSINESS GROUP B 304.1 Business Group B. Business Group B occupancy includes, among others, the use of a building or structure, or a portion thereof, for office, professional or service-type transactions, including storage of records and accounts. Business occupancies shall include, but not be limited to, the following: Airport traffic control towers Ambulatory care facilities serving six or fewer patients (see Section 308.3.3, I-2.1forfacilities serving more than five patients) Animal hospitals, kennels and pounds Banks Barber and beauty shops Car wash Civic administration Clinic, outpatient [SFM] (not classified as Group 1-2.1) Dry cleaning and laundries: pick-up and delivery stations and self-service Educational occupancies for students above the 12th grade Electronic data processing Food processing establishments and commercial kitchens not associated with restaurants, cafeterias and similar dining facilities not more than 2,500 square feet (232 m2) in area. Laboratories: testing and research and JSFMJ instruction Motor vehicle showrooms Post offices Print shops Professional services (architects, attorneys, dentists, physicians, engineers, etc.) Radio and television stations Telephone exchanges 98 - 2019 CALIFORNIA BUILDING CODE I I •Copyright R ZNO ICC. ALL RIGHTS RESERVED. Aco,tsrd by ER, Klauobrucko,o (,k@hlouobntcho,o.root), (.)Order NumhorOt0000t7t0 on Dro 6, Onto 0000 PM (PST) pur.noot to Lk,nr, Ago,,or,nt wit-21111T, ICC Nob,rth,,,,on-.1,-floo. no both,, r,nnndtotinnrhvonvthird noon. nrdjot,ih,,tinn n,tho,iool. SjoI,,,t,,onIn. -on.,,., On.I ortn,o,hinr r,nhihite.1. ANY IINATITHORIZED REPRODIICTIONOR OCCUPANCY CLASSIFICATION AND USE Training and skill development not in a school or academic program (this shall include, but not be limited to, tutoring centers, martial arts studios, gymnastics and similar uses regardless of the ages served, and where not so classified as a Group A occupancy). SECTION 305 EDUCATIONAL GROUP E 305.1 Educational Group E. Educational Group E occu- pancy includes, among others, the use of a building or struc- ture, or a portion thereof, by more than six persons at any one time for educational purposes through the 12th grade. Exception: [SFM] A residence used as a home schoolfor the children who normally reside at the residence. Such residences shall remain classified as Group R-2, or Group R-3 occupancies. 305.1.1 Accessory to places of religious worship. Reli- gious educational rooms and religious auditoriums, which are accessory to places of religious worship in accordance with Section 303.1.4 and have occupant loads of less than 100 per room or space, shall be classified as Group A-3 occupancies. 305.2 Group E, day care facilities. This group includes buildings and structures or portions thereof occupied by more than six children 2 years of age and older who receive educa- tional, supervision or personal care services for fewer than 24 hours per day. Exception: [SFMJ A Day-care facility not otherwise classi- fied as an R-3 occupancy, where occupants are not capable of responding to an emergency situation without physical assistance from the staffshall be classified as Group 1-4. 305.2.1 Within places of religious worship. Rooms and spaces within places of religious worship providing such day care during religious functions shall be classified as part of the primary occupancy where not licensed for day- care purposes by the Department of Social Services. 305.2.2 Five or fewer children. A facility having five or fewer children receiving such day care shall be classified as part of the primary occupancy. 305.2.3 Five or fewer children in a dwelling unit. A facility such as the above within a dwelling unit and hav- ing five or fewer children receiving such day care shall be classified as a Group R-3 occupancy or shall comply with the California Residential Code. SECTION 306 FACTORY GROUP F 306.1 Factory Industrial Group F Factory Industrial Group F occupancy includes, among others, the use of a building or structure, or a portion thereof, for assembling, disassembling, fabricating, finishing, manufacturing, packaging, repair or processing operations that are not classified as a Group H hazardous or Group S storage occupancy. 306.2 Moderate-hazard factory industrial, Group F-i. Factory industrial uses that are not classified as Factory Industrial F-2 Low Hazard shall be classified as F-i Moder- ate Hazard and shall include, but not be limited to, the follow- ing: Aircraft (manufacturing, not to include repair) Appliances Athletic equipment Automobiles and other motor vehicles Bakeries Beverages: over 16-percent alcohol content Bicycles Boats Brooms or brushes Business machines Cameras and photo equipment Canvas or similar fabric Carpets and rugs (includes cleaning) Clothing Construction and agricultural machinery Disinfectants Dry cleaning and dyeing Electric generation plants Electronics Engines (including rebuilding) Food processing establishments and commercial kitchens not associated with restaurants, cafeterias and similar dining facilities more than 2,500 square feet (232 m2) in area. Furniture Hemp products Jute products Laundries Leather products Machinery Metals Millwork (sash and door) [SFMJ Motion picture and television production studio Sound Stages Approved Production Facilities and production locations (without live audiences) Motion pictures and television filming (without spectators) Musical instruments Optical goods Paper mills or products Photographic film Plastic products Printing or publishing Recreational vehicles Refuse incineration Shoes Soaps and detergents Textiles Tobacco Trailers Upholstering Wood; distillation Woodworking (cabinet) - -- - 306.3 Low-hazard factory industrial, Group F-2. Factory industrial uses that involve the fabrication or manufacturing of noncombustible materials that during finishing, packing or processing do not involve a significant fire hazard shall be 2019 CALIFORNIA BUILDING CODE 99 I Copyright © z0t0 WC. ALL RIGHTS RESERVED. Acorsoed by Ellie Kinuebruckoor (ek@kIcusbruckoer.com), (.) Order Nuorber et0000to on Dec to, 00t9 03:09 PM (PST) pursuant to License Agreement with a A 4 I I I CC NnbrttrrranenIn-tino e,ofl,rthe,ronI tinosho nthjedes9woetjetrjhr,tinnn:thn,irrd Sienleneeenelv-nnninecnd n.twnrkireernhihited ANY 3INAITrPTORTZET)REPRODIYCTTONGR OCCUPANCY CLASSIFICATION AND USE > > Congregate residences (transient) with 10 or fewer occupants [HCD 11 Efficiency dwelling units Boarding houses (transient) Adult care facilities that provide accommodations for six or fewer clients of any age for less than 24 hours. Licensing categories that may use this classification include Adult Day Programs. Alcoholism or drug abuse recovery homes (ambulatory only) Child care facilities that provide accommodations for six or fewer clients of any age for less than 24 hours. Licensing categories that may use this classification include, but are not limited to: Day-Care Center for Mildly ill Children, Infant Care Center, School Age Child Day-Care Center. Family Day-Care Homes that provide accommodations for 14 orfewer children, in the provider's own home for less than 24-hours. Adult care and child care facilities that are within a single family home are perm itted to comply with the California Residential Code. Lodging houses (transient) with five or fewer guest rooms and 10 or fewer occupants 310.4.1 Residential Group R-3.1. This occupancy group may include facilities licensed by a governmental agency for a residentially based 24-hour care facility providing accommodations for six or fewer clients of any age. Clients may be classified as ambulatory, nonambulatory or bedrid- den. A Group R-3.1 occupancy shall meet the requirements for construction as defined for Group R-3, except as other- wise provided for in Section 435 Special Provisions For Licensed 24-Hour Care Facilities in a Group R-2. 1, R-3. I or R-4 Occupancy. This group may include: Adult residential facilities Congregate living health facilities Intermediate care facilities for the developmentally disabled habilitative Intermediate care facilities for the developmentally disabled nursing Nurseries for the full-time care of children under the age of six, but not including "infants" as defined in Chapter 2 Residential care facilities for the elderly Small family homes and residential care facilities for the chronically ill Exception: Group Homes licensed by the Department of Social Services which provide nonmedical board, room and care for six or fewer ambulatory children or children two years of age or younger, and which do not have any nonambulatory clients shall not be subject to regulations found in Section 435. Pursuant to Health and Safety Code Section 13143 with respect to these exempted facilities, no city, county or pub- lic district shall adopt or enforce any requirement for the prevention offire or for the protection of life and property against fire and panic unless the requirement would be applicable to a structure regardless of the special occu- pancy. Nothing shall restrict the application of state or local housing standards to such facilities if the standards are applicable to residential occupancies and are not based on the use of the structure as a facility for ambula- tory children. For the purpose of this exception, ambula- tory children do not include relatives of the licensee or the licensee's spouse. 310.4.2 Lodging houses. Owner-occupied lodging houses with five or fewer guest rooms and 10 or fewer total occu- pants shall be permitted to be constructed in accordance with the California Residential Code. 310.5 Residential Group R-4. Residential Group R-4 occu- pancy shall include buildings, structures or portions thereof for more than six ambulatory clients, but not more than 16 persons, excluding staff, who reside on a 24-hour basis in a supervised residential environment and receive custodial care. This group shall include, but not be limited to, the fol- < lowing: Group R-4 occupancies shall meet the requirements for construction as defined for Group R-3, except as otherwise provided for in this code. This occupancy classification may include a maximum six nonambulatory or bedridden clients (see Section 435, Special Provisions for Licensed 24-Hour Care Facilities in a Group R-2.1, R-3.1 or R-4). Group R-4 occupancies shall meet the requirements in Section 420. < 310.6 Large family day-care homes. See Section 455. SECTION 311 STORAGE GROUP S 311.1 Storage Group S. Storage Group S occupancy includes, among others, the use of a building or structure, or a portion thereof, for storage that is not classified as a hazard- ous occupancy. 311.1.1 Accessory storage spaces. A room or space used for storage purposes that is accessory to another occu- pancy shall be classified as part of that occupancy. 311.2 Moderate-hazard storage, Group S-i. Storage Group S-1 occupancies are buildings occupied for storage uses that are not classified as Group S-2, including, but not limited to, storage of the following: Aerosol products, Levels 2 and 3 Aircraft hangar (storage and repair) Bags: cloth, burlap and paper Bamboos and rattan Baskets Belting: canvas and leather Books and paper in rolls or packs Boots and shoes Buttons, including cloth covered, pearl or bone Cardboard and cardboard boxes Clothing, woolen wearing apparel Cordage Dry boat storage (indoor) 106 2019 CALIFORNIA BUILDING CODE I I • Copyright © 2019 ICC. ALL RIGHTS RESERVED. Arrewed by ElSe Klaoobrurko,r (rk@kl.usbronkjwr.com) (-) Order Number otoOtoAvtO on Den to, unto own, PM (PET) por0000t to Liorn,n Agreement with & A 4 I I I ICf. No ho-nh n-,n-rjno. no forth,, r.nrn,ho-rionnhv,rvthj,d r,nno. ordjnt,ihntion ,nthn,inrd Sin, n,rnniorn,,oin, und n,nwnnkin, nrnhihinrd. ANY I1NAIITHORT7.ED REPRODUCTION (St OCCUPANCY CLASSIFICATION AND USE Furniture Furs Glues, mucilage, pastes and size Grains Horns and combs, other than celluloid Leather Linoleum Lumber Motor vehicle repair garages complying with the maximum allowable quantities of hazardous materials listed in Table 307.1(1) (see Section 406.8) Photo engravings Resilient flooring Self-service storage facility (mini-storage) Silks Soaps Sugar Tires, bulk storage of Tobacco, cigars, cigarettes and snuff Upholstery and mattresses Wax candles 311.3 Low-hazard storage, Group S-2. Storage Group S-2 occupancies include, among others, buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thick- ness divisions; or in paper wrappings. Such products are per- mitted to have a negligible amount of plastic trim, such as knobs, handles or film wrapping. Group S-2 storage uses shall include, but not be limited to, storage of the following: Asbestos Beverages up to and including 16-percent alcohol in metal, glass or ceramic containers Cement in bags Chalk and crayons Dairy products in nonwaxed coated paper containers Dry cell batteries Electrical coils Electrical motors Empty cans Food products Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glass bottles, empty or filled with noncombustible liquids Gypsum board Inert pigments Ivory Meats Metal cabinets Metal desks with plastic tops and trim Metal parts Metals Mirrors Oil-filled and other types of distribution transformers Parking garages, open or enclosed Porcelain and pottery Stoves Talc and soapstones Washers and dryers SECTION 312 UTILITY AND MISCELLANEOUS GROUP U 312.1 General. Buildings and structures of an accessory char- acter and miscellaneous structures not classified in any specific occupancy shall be constructed, equipped and maintained to conform to the requirements of this code commensurate with the fire and life hazard incidental to their occupancy. Group U shall include, but not be limited to, the following: Agricultural buildings Aircraft hangars, accessory to a one- or two-family residence (see Section 412.4) Barns Carports Communication equipment structures with a gross floor area of less than 1,500 square feet (139 m2) Fences more than 6 feet (1829 mm) in height Grain silos, accessory to a residential occupancy Livestock shelters Private garages Retaining walls Sheds Stables Tanks Towers 312.1.1 Greenhouses. Greenhouses not classified as another occupancy shall be classified as Use Group U. SECTION 313 LABORATORIES GROUP L [SFM] 313.1 Group L Laboratories. [SFMJ Group L occupancy includes the use of a building or structure, or a portion thereof containing one or more laboratory suites as defined in Section 453. SECTION 314 ORGANIZED CAMPS GROUP C [SFM] 314.1 Organized Camps Group C. [SFMJ An organized camp is a site with programs and facilities established for the pri- mary purpose ofproviding an outdoor group living experience with social, spiritual, educational or recreational objectives, for five days or more during one or more seasons of the year. 2019 CALIFORNIA BUILDING CODE 107 j • Copyrigbt oo,o ICC. ALL RIGHTS RESERVED. Arrested by ERie KIarbrsrrkoe, (,kiSklousbrurko,r.r000). (-) Order Number #10080,1710 on Dec 16, 2010 0-9 PM (PST) pursuant to License Agreement with I A A I 11 I ICC NoA,nhereeerrnl,n-tinn. nn hwther rrnrml,n-tiner hvsevthjrd eoOv nediotrihot on stthnri,,I Sin,Ier,rernn!vrnnvin,,nd HIGH-PILED COMBUSTIBLE STORAGE 3203.10.1 Unreinforced plastic pallets. For Class I through IV commodities, where unreinforced polypropyl- ene or unreinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered unreinforced plastic pallets, the pallets shall be marked with a permanent sym- bol indicating the pallet is unreinforced. 3203.10.2 Reinforced plastic pallets. For Class I through IV commodities, where reinforced polypropylene or rein- forced high-density polyethylene plastic pallets are used, the commodity classification shall be increased two classes except for Class IV commodities, which shall be increased to a high-hazard (Group A plastic, cartoned, unexpanded) commodity. 3203.10.3 Other pallets. For Class I through IV commod- ities stored on plastic pallets other than polypropylene or high-density polyethylene plastic pallets, the commodity classification shall be increased two classes unless specific testing is conducted by a testing laboratory. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high-hazard commodities. The designation of a high-piled storage area, or portion thereof intended for stor- age of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high-piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored where a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engineering analysis shall consider the ability of the sprin- kler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.10. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 3206.2 through 3206.11. 3206.2 Type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and auto- matic sprinkler design densities shall be provided to protect 3206.2.1 Extent of protection. The fire safety features required in Table 3206.2 shall extend to the lesser of 15 feet (4572 mm) beyond the high-piled storage area or a full height wall. Where portions of high-piled storage areas have different fire protection requirements because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 2019 CALIFORNIA FIRE CODE 449 Copyright E 2019 ICC. ALL RIGHTS RESERVED. Arcesoed by Rub IGootbrwckoer (,k@klousbruckoer.com), (-) Order Number et00904ot000 Dec 6, 2019 0309 PM (PST) purouaot to Licen.e Agreement with I ICC tjo lb rr.orod ro9oordiwrihoei0000,ho,ir,d. Smote ,.00nlv.onoi000rd ANY STNAIITHORIZSORFPROOIJCTTONOR ATTACHMENT #3 DEFINITION OF HIGH-PILED STORAGE DEFINITIONS EBS] GYPSUM BOARD. Gypsum wallboard, gypsum sheathing, gypsum base for gypsum veneer plaster, exterior gypsum soffit board, predecorated gypsum board or water- resistant gypsum backing board complying with the standards listed in Tables 2506.2 and 2507.2 and Chapter 35 of the Cal- ifornia Building Code. [BG] HABITABLE SPACE. A space in a building for liv- ing, sleeping, eating or cooking. Bathrooms, toilet rooms, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. HALOGENATED EXTINGUISHING SYSTEM. A fire- extinguishing system using one or more atoms of an element from the halogen chemical series: fluorine, chlorine, bromine and iodine. HANDLING. The deliberate transport by any means to a point of storage or use. [BE] HANDRAIL. A horizontal or sloping rail intended for grasping by the hand for guidance or support. HAZARDOUS MATERIALS. Those chemicals or sub- stances which are physical hazards or health hazards as defined and classified in this chapter, whether the materials are in usable or waste condition. HAZARDOUS PRODUCTION MATERIAL (11PM). A solid, liquid or gas associated with semiconductor manufac- turing that has a degree-of-hazard rating in health, flammabil- ity or instability of Class 3 or 4 as ranked by NFPA 704 and which is used directly in research, laboratory or production processes which have, as their end product, materials that are not hazardous. HEALTH HAZARD. A classification of a chemical for which there is statistically significant evidence that acute or chronic health effects are capable of occurring in exposed persons. The term "health hazard" includes chemicals that are toxic, highly toxic and corrosive. HEAT DETECTOR. See "Detector, heat." [BG] HEIGHT, BUILDING. The vertical distance from grade plane to the average height of the highest roof surface. HELIPORT. An area of land or water or a structural surface that is used, or intended for use, for the landing and taking off of helicopters, and any appurtenant areas which are used, or intended for use, for heliport buildings and other heliport facilities. HELISTOP. The same as "Heliport," except that fueling, defueling, maintenance, repairs or storage of helicopters is not permitted. HI-BOY. A cart used to transport hot roofing materials on a roof. HIGHLY TOXIC. A material which produces a lethal dose or lethal concentration which falls within any of the follow- ing categories: 1. A chemical that has a median lethal dose (LD50) of 50 milligrams or less per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. A chemical that has a median lethal dose (LD50) of 200 milligrams or less per kilogram of body weight when administered by continuous contact for 24 hours (or less if death occurs within 24 hours) with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. A chemical that has a median lethal concentration (LC50) in air of 200 parts per million by volume or less of gas or vapor, or 2 milligrams per liter or less of mist, fume or dust, when administered by continuous inhala- tion for one hour (or less if death occurs within 1 hour) to albino rats weighing between 200 and 300 grams each. Mixtures of these materials with ordinary materials, such as water, might not warrant classification as highly toxic. While this system is basically simple in application, any haz- ard evaluation that is required for the precise categorization of this type of material shall be performed by experienced, technically competent persons. HIGHLY VOLATILE LIQUID. A liquefied compressed gas with a boiling point of less than 68°F (20°C). HIGH-PILED COMBUSTIBLE STORAGE. Storage of combustible materials in closely packed piles or combustible materials on pallets, in racks or on shelves where the top of storage is greater than 12 feet (3658 mm) in height. Where required by the fire code official, high-piled combustible stor- age also includes certain high-hazard commodities, such as rubber tires, Group A plastics, flammable liquids, idle pallets and similar commodities, where the top of storage is greater than 6 feet (1829 mm) in height. HIGH-PILED STORAGE AREA. An area within a build- ing which is designated, intended, proposed or actually used for high-piled combustible storage, including operating [BG] HIGH-RISE BUILDING. In other than Group 1-2 occupancies, "high-rise buildings" as used in this code: Existing high-rise structure. A high-rise structure, the construction of which is commenced or completed prior to July 1, 1974. High-rise structure. Every building of any type of con- struction or occupancy having floors used for human occupancy located more than 75 feet above the lowest floor level having building access (see Section 403), except buildings used as hospitals as defined in Health and Safety Code Section 1250. New high-rise building. A high-rise structure, the con- struction of which is commenced on or after July 1, 1974. For the purpose of this section, construction shall be deemed to have commenced when plans and specifications are more than 50 percent complete and have been pre- sented to the local jurisdiction prior to July 1, 1974. Unless all provisions of this section have been met, the 2019 CALIFORNIA FIRE CODE 47 I I • ' Copyrigtt © 20t9 ICC. ALL RIGHTS RESERVED. Aoc,ss,d by Elli, Kluusbruckom (,k@kIuutbtuokoettom). (.) Ord,r Numb,, ,toououoto on Dm to, not, 0000 PM (PST) puronuot to Litton, Agreement with & A A I I I11 ni IN ICC No both,, r,n,nd,n-tin,.. on rh,, ,o,nd,otinn, ho ,nn third ,m,o, ,Ii,t,ihotinn oothnrimd. Si,oI,,,rn,.In. nnoio, o,d nOwn,kioo,,rnhihit,d ANY I1NAI1THOR17.F.T) RF.PROTYTCTION OR ATTACHMENT #4 COMMODITY CLASSIFICATION HIGH-PILED COMBUSTIBLE STORAGE I COMMODITY CLASSIFICATION IFIRE CODE miffed at the time of permit application for review and approval. A copy of the approved fire safety and evacuation plan shall be maintained on the premises in an approved location. SECTION 3202 DEFINITIONS 3202.1 Definitions. The following terms are defined in Chap- ter 2: ARRAY. ARRAY, CLOSED. AUTOMATED RACK STORAGE. BIN BOX. COMMODITY. EARLY SUPPRESSION FAST-RESPONSE (ESFR) SPRINKLER. EXPANDED PLASTIC. EXTRA-HIGH-RACK COMBUSTIBLE STORAGE. HIGH-PILED COMBUSTIBLE STORAGE. HIGH-PILED STORAGE AREA. LONGITUDINAL FLUE SPACE. MANUAL STOCKING METHODS. MECHANICAL STOCKING METHODS. SHELF STORAGE. SOLID SHELVING. TRANSVERSE FLUE SPACE. SECTION 3203 COMMODITY CLASSIFICATION 3203.1 Classification of commodities. Commodities shall be classified as Class I, II, Ill, IV or high hazard in accordance with Sections 3203.2 through 3203.10.3. Materials listed within each commodity classification are assumed to be unmodified for improved combustibility characteristics. Use of flame-retarding modifiers or the physical form of the mate- rial could change the classification. 3203.2 Class I commodities. Class I commodities are non- combustible products in ordinary corrugated cartons with or without single-thickness dividers, or in ordinary paper wrap- pings with or without wood pallets. The amount of Group A plastics shall be limited in accordance with Section 3203.9. 3203.3 Class II commodities. Class II commodities are Class I products in slatted wooden crates, solid wooden boxes, multiple-thickness paperboard cartons or equivalent combustible packaging material with or without wood pallets. The amount of Group A plastics shall be limited in accor- dance with Section 3203.9. 3203.4 Class III commodities. Class III commodities are products of wood, paper, natural fiber cloth, or Group C plas- tics or products thereof, with or without wood pallets. The amount of Group A plastics shall be limited in accordance with Section 3203.9. 3203.5 Class IV commodities. Class IV commodities are Class I, II or ifi products containing Group A plastics in ordi- nary corrugated cartons; Class I, II and III products with Group A plastic packaging; Group B plastics; and free-flow- ing Group A plastics with or without wood pallets. The total amount of nonfree-flowing Group A plastics shall be limited in accordance with Section 3203.9. 3203.6 High-hazard commodities. High-hazard commodi- ties are products presenting special fire hazards beyond those of Class I, II, III or IV. Group A plastics not otherwise classi- fied are included in this class. 3203.7 Classification of plastics. Plastics shall be designated as Group A, B or C in accordance with Sections 3203.7.1 through 3203.7.3. 3203.7.1 Group A plastics. Group A plastics are plastic materials having a heat of combustion that is much higher than that of ordinary combustibles, and a burning rate higher than that of Group B plastics. 3203.7.2 Group B plastics. Group B plastics are plastic materials having a heat of combustion and a burning rate higher than that of ordinary combustibles, but not as high as those of Group A plastics. 3203.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and a burning rate similar to those of ordinary combustibles. 3203.8 shall be used to determine the commodity classifica- tion for various products and materials. Products not found in the list shall be classified based on the classification descriptions in Sections 3203.2 through 3203.6 and the products they most nearly represent in Table 3203.8. Table 3203.8 considers the product and the packaging if listed with the item. Products with additional packaging consist- ing of Group A plastics shall be classified in accordance with Section 3203.9. The commodity classifications are based on products with, or without, wood pallets. Where plastic pallets are used, the commodity classification shall be modified in accordance with Section 3203.10. 3203.9 Limited quantities of Group A plastics in mixed commodities. Figures 3203.9(1) and 3203.9(2) shall be used to determine the commodity classification based on the quan- tity of Group A plastics in the following situations: The product is not listed in Table 3203.8 and contains Group A plastics. The commodity contains Group A plastics and is not classified as high-hazard in Table 3203.8. The product listing in Table 3203.8 does not specifi- cally include packaging, and the packaging material includes Group A plastics. 3203.9.1 Classifying mixed commodities with limited Group A plastics. The percentage of Group A plastics determined in accordance with Section 3203.9.2 shall be used in Figures 3203.9(1) and 3203.9(2). Results from Figure 3203.9(1) must be compared to results from Figure 3203.9(2) and the commodity will be classified with the highest commodity classification. Figures 3203.9(1) and 3203.9(2) shall not be used to reduce the commodity classification shown in Table 3203.8. 438 2019 CALIFORNIA FIRE CODE I I • 4 Copyright 0 oo.o ICC. ALL RIGHTS RESERVED. Accessed by Ellie Klaosbruckoe, (ek@klaoobrockoer.com) (.) Order Number 0100800710 on Dec 16.20190309 PM (PST) putt020t to License Agreement wit] & - - I I I ICC.. Mn b,rth.e eenrrolnrtinn. en I 6heeeen4-tjon. honthjj nnno o dinteihrtinn nnthnriwd. Smote nw, mm. ,nnnine n] ,,rtnonekmne n,nhjbited ANY I]NAIJTHORIZED RF.PROIY]CTTON (10 HIGH-PILED COMBUSTIBLE STORAGE TABLE 3203.8 EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT CATEGORY PRODUCT CLASSIFICATION Level 1 Class III (See Chapter 51) Level 2 Class IV (See Chapter 51) Aerosols Level 3 High-hazard (See Chapter 51) Dry cells (excludes lithium, lithium-ion and other similar exotic metals or combustible electrolyte); without blister packing (if blister packed, refer to Class I the commodity classification definitions) Dry cells (nonlithium or similar exotic metals); in blister packing; cartoned Class II Batteries Vehicle; any size (for example, automobile or truck); empty plastic casing (Group A unexpanded) Vehicle; large (in other words, truck or larger); dry or wet cells (excludes High-hazard lithium-ion and other cells containing combustible electrolytes) (Group A unexpanded) Vehicle; small (for example, automobile); wet cells (excludes lithium-ion and other cells containing combustible electrolytes) Class I Circular baled corn stover Class IV Biomass Rectangular baled corn stover Class III Rectangular baled switchgrass High-hazard NncomiiifiWle ClI PET Class IV Empty containers . i Rigid plastic (not including PET) High-hazard (Group A unexpanded) Wood; solid sided (such as crates, boxes) Class 11 Polypropylene, polyester, polyethylene; rolled on any reel type High-hazard (Group A unexpanded) 35 mm metal film cartridges in polyethylene cans; cartoned Class III Film rolls, including photographic Motion picture or bulk rolls in polycarbonate, polyethylene or in metal cans; polyethylene bagged; cartoned Class 11 Rolls in polycarbonate plastic cassettes; cartoned Class IV Photographic paper; sheets; bagged in polyethylene; cartoned Class III Glycol in combustible containers (50 percent or greater) High hazard Lacquers which dry by solvent evaporation in metal cans or cartons High-hazard Lighters; butane; blister-packed; cartoned High-hazard (Group A unexpanded) Over 20- and up to 50-percent alcohol (such as alcoholic beverages, hair spray) up to 1 gallon glass bottles or jars in racks cartoned Class III Flammable and combustible liquids Over 20- and up to 50-percent alcohol (such as alcoholic beverages, hair spray) up to 1 gallon glass bottles or jars palletized cartoned Class IV Over 20 and up to 50 percent alcohol (such as alcoholic beverages, hair spray); up to 1-gallon plastic bottles or jars; cartoned Class IV Up to 20-percent alcohol (such as alcoholic beverages, flavoring extracts); greater than 5-gallon plastic containers with wall thickness greater than 0.25 inch High-hazard (Group A unexpanded) Up to 20-percent alcohol (such as alcoholic beverages, flavoring extracts); metal, glass or ceramic containers Class I (continued) 2019 CALIFORNIA FIRE CODE 439 I I • Copyright @ bit ICC. ALL RIGHTS RESERVED. Atoroord by Eli, Klousbnackoer (rkli'ldaoobrockorr.00m), (-) Ordor Nuoobor 0000000,00 on Den It, 2009 O309 PM (PIT) pors000t to Licroor Agcerrrcrnt with A A I I I ICC.. li,rher rennolontinn. nn fir,th ,codro-tionohnonvlhird n0rtv n,diotcih,rtinn oolhn,i,M. Sinel.or,r onl, nnnino not ,etwn,kinn HIGH-PILED COMBUSTIBLE STORAGE TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT CATEGORY PRODUCT CLASSIFICATION Up to 20-percent alcohol (such as alcoholic beverages, flavoring extracts); plastic containers greater than 5 gallons and wall thickness up to /4 inch Class II Up to 20-percent alcohol (such as alcoholic beverages, flavoring extracts); up to 5-gallon plastic bottles or jars Class I Flammable and combustible liquids Up to 20-percent alcohol (such as alcoholic beverages, flavoring extracts); wood containers Class II Lubricating or hydraulic fluid in plastic containers High-hazard Nail polish; up to 2-ounce glass bottles or jars; cartoned Class IV Nail polish; up to 2-ounce plastic bottles or jars; cartoned High-hazard (Group A unexpanded) Flammable solids Except solid combustible metals High-hazard In nonwaxed or nonplastic packaging Class I Food products, frozen In plastic trays Class III In waxed or plastic-coated paper packaging Class II Butter (stick or whipped spread) or margarine (up to 50-percent oil) Class III Butter; whipped spread Class III Dry foods (such as baked goods, candy, cereals, cheese, chocolate, cocoa, coffee, grains, granular sugar, nuts); bagged or cartoned Class III Foods (such as coffee, fish products, fruit, meat products, nuts, poultry); metal cans Class I Fruits and vegetables (noncombustible semiliquid); crushed; plastic contain- ers up to 5 gallons Class I Fruits and vegetables; fresh; wood spacers, nonplastic trays or containers Class I Margarine; over 50- and up to 80-percent oil High-hazard (Group A unexpanded) Food products, nonfrozen Meat; fresh; no plastic packaging; uncartoned Class I Meat; fresh; no plastic packaging; cartoned Class II Meat; fresh; plastic tray Class III Milk; any container; stored in solid plastic crates High-hazard (Group A unexpanded) Milk; paper containers, or plastic bottles or jars up to 5 gallons Class I Salt; bagged Class I Salt; cartoned Class It Snack foods (such as potato chips); plasticized aluminum bags; cartoned High-hazard (Group A unexpanded) Syrup; wooden container Class II Box spring; standard (minimal plastic materials) Class III Box spring; wrapped in plastic cover Class IV Furniture and-bedding; with foam cushioning High-hazard (Group A expanded) Furniture and bedding Furniture; metal (such as file cabinets or desks with minimal plastic trim); cartoned Class I Furniture; wood (such as doors, windows, cabinets); no plastic coverings or foam cushioning Class III Furniture; wood; plastic coverings; nonexpanded plastic trim Class IV (continued) 440 2019 CALIFORNIA FIRE CODE I I •Copyright © 20t9 ICC. ALL RIGHTS RESERVED. Aor,wrd by EIIi, Kloosbr.tckrer (ek@blouthrtwkoer.00m). (-)Order Not,tbrr o10080A710 on D-6,201903:09 2090006 PM (PST) porormot to Ureoo, Agrrcmrnt with i A A I I I ICC. Nfl hwhrr rrrI-tinr. ro thr,,,n,wlflnnohvonrthiwi nort,,. or ,Ijrtnihwiirn ,rtthnrirwl. Sinnl,,,o,ronlv..o,oino od ntwnnkinr nnnhihiwd. ANY ITNAIITI-10617,P.D RF,PRODIICTION (St HIGH-PILED COMBUSTIBLE STORAGE TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT CATEGORY PRODUCT CLASSIFICATION Liquids or semiliquids; PET containers greater than 5 gallons having a nom- inal wall thickness greater than '/4 inch Class IV Liquids or semiliquids; PET containers up to 5 gallons having a nominal wall thickness less than / inch Class I Liquids or semiliquids (such as crushed fruits and vegetables); plastic con- tainers up to 5-gallon capacity Class I Liquids or semiliquids; plastic (except PET) containers greater than 5-gallon High-hazard capacity having a nominal wall thickness greater than 1/4 inch (Group A unexpanded) Noncombustible liquids Liquids or semiliquids; plastic (except PET) containers greater than 5-gallon capacity having a nominal wall thickness up to '/4 inch Class ii Liquids cardboard drink boxes plastic coated, wax coated and/or alumi num lined uncartoned or on corrugated carton trays with plastic sheeting Class I Liquids cardboard drink boxes, plastic coated wax coated, and/or alumi High hazard num lined stored in plastic containers (Group A unexpanded) Liquids; glass bottles or jars; cartoned Class I Liquids; less than 5-gallon plastic containers Class I Liquids; pharmaceuticals (nonflammable); glass bottles or jars; cartoned Class II Liquids; plastic bottles or jars; stored in open or solid plastic crates High-hazard (Group A unexpanded) Book signatures (paper part of book without hard cover) Class II Cartons (such as cardboard flats); corrugated; partially assembled Class IV Cartons (such as cardboard flats); corrugated; unassembled in neat piles Class III Cartons; wax coated, single-walled corrugated High-hazard (Group A unexpanded) Cellulosic paper products; nonwax coated (such as books, cardboard games, cartoned tissue products, magazines, newspapers, paper cups, paper plates, Class III paper towels, plastic-coated paper food containers, stationary) Cellulosic paper products; wax coated (such as paper plates, cups); loosely High-hazard packed; cartoned (Group A unexpanded) Cellulosic paper products; wax coated (such as paper plates, cups); nested; cartoned Class IV Paper products Matches; paper-type; cartoned Class IV Matches wooden; cartoned High-hazard (Group A unexpanded) Rolled; lightweight; in storage racks Class IV Rolled; medium or heavyweight; in storage racks or onside Class III Rolled; in horizontal storage or vertical storage that is banded or protected with an approved wrap Class III Rolled; in vertical storage that is unbanded or not protected with an approved wrap High-hazard Tissue products; plastic wrapped; cartoned Class III Tissue products; plastic wrapped; uncartoned High-hazard (Group A unexpanded) (continued) 442 2019 CALIFORNIA FIRE CODE I ' •Copyright © 0t9 [CC. ALL RIGHTS RESERVED. Acceeoed by Ruin K1ausbrorkner (ek@hlnuebruckoer.com), (-)Order Number 0000000010 on Dec 0, 2000 00:00 PM (PST) Pursuant to License Agreement moth I & lo A ho A I I I b ICC. NoR theer rno'I000-tinn. no Rorehee erneml,,o-tinnnhvurvtbinoi corey. nrdjeOejh,tion ocehonrM. Sinnl,e,r uric. .unoine end eernmekinonrnhihier.tANY TINAtMHORMED RFPRC)DTJ(7T0N OR HIGH-PILED COMBUSTIBLE STORAGE TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION PRODUCTCATEGORY - - - PRODUCT CLASSIFICATION - - ABS (Acrylonitrile-butadiene-styrene copolymer) - High-hazard (Grow, A unexpanded) Metal (polyfornialdehyde) High-hazard (Group A unexpanded) Acrylic (polymethyl methacrylate) High-hazard (Group A unexpanded) Automobile bumpers and dashboards High-hazard (Group A expanded) Butyl rubber High-hazard (Group A unexpanded) Cellulose acetate Class IV (Group B plastic) Cellulose acetate butyrate High-hazard (Group A unexpanded) Chloroprene rubber Class IV (Group B plastic) Containers; Nonexpanded plastic gridded or solid; collapsed or nested with no air spaces Gro unexpanded) (r ECTFE (ethylene-chlorotrifluoro-ethylene copolymer) Class IV (Group B plastic) EPDM (ethylene-propylene rubber) High-hazard (Group A unexpanded) ETFE (ethylene-tetrafluoroeth copolymer) Class IVylene (Group B plastic) Plastic, rubber cellulose High-hazardEthyl (Group A unexpanded) FEP (fluorinated ethylene-propylene copolymer) Class N (Group B plastic) - FRP (fiberglass-reinforced polyester) High-hazard (Group A unexpanded) Melamine (melamine formaldehyde) Class Ill (Group C plastic) Nitrile rubber (aciylonitrile-butadiene rubber) High-hazard (Group A unexpanded) Nylon (nylon 6, nylon 6/6) High-hazard (Group A unexpanded) PCTFE (polychiorotrifluoroethylene) Class III (Group C plastic) PET (Polyethylene terephthalate-thermoplastic polyester) High-hazard (Group A unexpanded) Phenolic Class III (Group C plastic) Plastics; stored in fully closed and solid (no openings) metal containers Class I Polybutadiene High-hazard (Group A unexpanded) Polycarbonate High-hazard (Group A unexpanded) Polyester elastomer -- -- - High-hazard (Group A unexpanded) (continued) 2019 CALIFORNIA FIRE CODE 443 I II • ii Copyright © 2019 ICC. ALL RIGHTS RESERVED. Accessed by ERr Klausbruakurr (sk@klaunbruaknrr.aom). (-)Order Numbar n50080ant0 on Dec n 20590009 PM (PST) pursuant to Llama, Agrnrmmnt with & I I I b ICC. Mn bnnhmnnmmnulw-tiun, no Roth,, ,mnn-nI,u-tlon honrthird nnmnn, o,djofl'ihotjnu sothnni,,d. Sinmlr,,nnannlv. rnnuina and mrtwndinm nnhihitoI. ANY SThJAITFISOSIZP,r) RRPR()DI7(1ION (IS HIGH-PILED COMBUSTIBLE STORAGE TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT CATEGORY PRODUCT CLASSIFICATION Polyethylene High-hazard (Group A unexpanded) Polypropylene High hazard (Group A unexpanded) Polystyrene, foam products (such as plates cups) High -hazard A expanded) Polystyrene, rigid products (Group A unexpanded) Polyurethane High h azard (Group A expanded) PTFE (polytetrafluoroethylene) Class Ill (Group C plastic) PVC (polyvinyl chloride) products; plasticizer content 20 percent or less Class III (Group C plastic) PVC (polyvinyl chloride) products; plasticizer content greater than 20 percent (Group A unexpanded) PVC resins; bagged Class III (Group C plastic) PVDC (polyvinylidene chloride) Class III (Group C plastic) PVDF (polyvinylidene fluoride) Class III (Group C plastic) Plastic rubber PVF (polyvinyl fluoride) High-hazard (Group A unexpanded) Pyroxylin High-hazard Rubber natural in blocks cartoned High hazard (Group A unexpanded) Rubber; natural; expanded High -hazard A expanded) Rubber natural Nonexpanded High hazard (Group A unexpanded) Rubber; synthetic (santoprene) High-hazard (Group A unexpanded) Rubber tires High-hazard SAN (styrene acr'lonitrile) High -hazard A unexpanded) SBR (styrene-butadiene rubber) High-hazard (Group A unexpanded) Silicone rubber Class IV (Group B plastic) Urea (urea formaldehyde) Class III (Group C plastic) Bottles or jars greater than 1 gallon containing noncombustible solids (Group A unexpanded) Plastic containers Bottles or jars up to 1 gallon containing noncombustible solids High-hazardds (Group A unexpanded) - (continued) 444 2019 CALIFORNIA FIRE CODE i Copyright R 2010 WC. ALL RIGHTS RESERVED. Accessed by Eli, Klauobmcknrr (rk@klauobrucknrr.com), (-) Order Number 0100002010 on Dec 16, 2019 03:09 PM (PST) pursuant to License Agreement tuith I k A A I I I ICC Nnlurthrrrre,r,ulo,-tinnenh,nth,rrenrrulo,-tinnehnsnvthird 00,-nc. o, distribution s,,thn,ioed .Sinnlrooerorto.,-nnnineond s.etwnrbinrnrnhihitud ANY IJNAOJTHORI7F.DRF.PRISD!IrFT1SNOR HIGH-PILED COMBUSTIBLE STORAGE TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION PRODUCT CATEGORY PRODUCT CLASSIFICATION Pharmaceutical pills; glass bottles or jars; cartoned Class H Pharmaceuticals pills; plastic bottles or jars; cartoned Class IV Polyvinyl alcohol (PVA) resins; bagged Class IV Powders; combustible (ordinary—such as sugar or flour); free-flowing; bagged Class II Powders; noncombustible free-flowing powdered or granular materials (such as cement, calcium chloride, clay, iron oxide, sodium chloride, Class I Powders, pills sodium silicate); bagged Powders; noncombustible; glass bottles or jars; cartoned Class I Powders; noncombustible; PET bottles or jars Class TI Powders; noncombustible; plastic (other than PET) bottles or jars; High-hazard uncartoned (Group A unexpanded) Powders; noncombustible; plastic bottles or jars greater than 1-gallon High-hazard capacity (Group A unexpanded) Powders; noncombustible; plastic bottles or jars up to 1-gallon capacity; cartoned Class IV Cloth; natural fibers; baled Class III Cloth; synthetic cloth Class IV Clothing; natural fibers (such as wool, cotton) and viscose Class III Cotton; cartoned Class III Diapers; cotton or linen Class III Diapers; plastic or nonwoven fabric; cartoned Class IV Diapers; plastic or nonwoven fabric; plastic-wrapped; uncartoned High-hazard (Group A unexpanded) Fabric; rayon and nylon Class IV Fabric; synthetic (except rayon and nylon); greater than 50/50 blend High-hazard (Group A unexpanded) Fabric; synthetic (except rayon and nylon); up to 50/50 blend Class III Textile materials and products Fabric; vinyl-coated (such as tablecloth); cartoned High-hazard (Group A unexpanded) Fibers; rayon and nylon; baled Class IV Fibers; synthetic (except rayon and nylon); baled High-hazard (Group A unexpanded) Thread or yarn; rayon and nylon; wood or paper spools Class IV Thread or yarn; rayon or nylon; plastic spools High-hazard (Group A unexpanded) Thread or yarn; synthetic (except rayon and nylon); greater than 50/50 blend; paper or wood spools Class IV Thread or yarn; synthetic (except rayon and nylon); greater than 50/50 High-hazard blend; plastic spools (Group A unexpanded) Thread or yarn; synthetic (except rayon and nylon); up to 50/50 blend; High-hazard plastic spools (Group A unexpanded) Thread or yarn; synthetic (except rayon and nylon); up to 50/50 blend; wood or paper spools Class III Wax products Candles (Group A expanded) ______________________________________________________ High-hazard Paraffin or petfoleum wax; blocks High-hazard (Group A expanded) (continued) 2019 CALIFORNIA FIRE CODE 445 I Ill Copyright © 2Oe9 ICC. ALL RIGHTS RESERVED. Acc,nn,d by Me Klnurbrttckoer (ek@klouobrrroknrr.00nt), (-) Order Numbor #10080A710 on Dec 16, 2019 onon PM (PST) poronaot to Licrnnr Agreement witS h 4 I ICC No b-thrr rod,o-tiorrotS,wheeod,onnnrhv,rvthrd ncr ordj,tohoflonnothorion.1. 5mb owonIr. -onieonod rrrwnckinrornh,hie,d. ANY ITNA,rFHORI7FDRF.PR(SSIT(ITONOR Ic.L.Auui<UeIcNLi<. NO otrrer reproduction or transmission in any torn, permitted wiliroul written permission or Ni-VA. i-or inquires or to report uriautnonzed use, contact iicensing()nrpa.or9. I NFPA 13: CLASSIFICATION - EXPANDED VS UNEXPANDED GROUP A PLASTIC-S-1 CLASSIFICATION OF OCCUPANCIES AND COMMODITIES 13-27 Placed directly on wood pallets Placed in single-layer corrugated cartons, with or without single-thickness cardboard dividers, with or without pal- lets Shrink-wrapped or paper-wrapped as a unit load with or without pallets 5.6.3.2* Class H. A Class II commodity shall be defined as a noncombustible product that is in slatted wooden crates, solid wood boxes, multiple-layered corrugated cartons, or equiva- lent combustible packaging material, with or without pallets. Paragraphs 5.6.3.3 and 5.6.4.1 were revised by a tenta- tive interim amendment (TIA). See page 1. 5.6.3.3* Class Ill. 5.6.3.3.1 A Class III commodity shall be defined as a product fashioned from wood, paper, natural fibers, or Group C plas- tics with or without cartons, boxes, or crates and with or with- out pallets. 5.6.3.3.2* A Class III commodity shall be permitted to contain a limited amount (5 percent or less by weight of unexpanded plastic or 5 percent or less by volume of expanded plastic) of A or troup Ii plastics. 5.6.3.3.3 Class III commodities containing a mix of both GroupAexpanded and unexpanded plastics shall comply with Figure 5.6.3.3.3(a) where they are within cartons, boxes, or crates or with Figure 5.6.3.3.3(b) where they are exposed. 5.6.3.4* Class P/. 5.6.3.4.1 A Class W commodity shall be defined as a product, with or without pallets, that meets one of the following criteria: Constructed partially or totally of Group B plastics Consists of free-flowing Group A plastic materials Cartoned, or within a wooden container, that contains greater than 5 percent and up to 15 percent by weight of Group A unexpanded plastic Cartoned, or within a wooden container, that contains greater than 5 percent and up to 25 percent by volume of expanded Group A plastics Cartoned, or within a wooden container, that contains a mix of Group A expanded and unexpanded plastics and complies with Figure 5.6.3.3.3(a) Exposed, that contains greater than 5 percent and up to 15 percent by weight of Group A unexpanded plastic Exposed, that contains a mix of Group A expanded and unexpanded plastics and complies with Figure 5.6.3.3.3(b) 5.6.3.4.2 The remaining materials shall be permitted to be metal, wood, paper, natural or synthetic fibers, or Group B or Group C plastics. 5.6.4* Classification of Plastics, Elastomers, and Rubber. Plas- tics, elastomers, and rubber shall be classified as Group A, Group B, or Group C. 5.6.4.1* Group A. The following materials shall be classified as Group A: ABS (acrylonitrile-butadiene-styrene copolymer) Acetal (polyformaldehyde) Acrylic (polymethyl methacrylate) Butyl rubber Cellulosics (cellulose acetate, cellulose acetate butyrate, ethyl cellulose) EPDM (ethylene-propylene rubber) FRP (fiberglass-reinforced polyester) Natural rubber Nitrile-rubber (acrylonitrile-butadiene-rubber) Nylon (nylon 6, nylon 6/6) PET (thermoplastic polyester) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene Polyurethane PVC (polyvinyl chloride - highly plasticized, with plas- ticizer content greater than 20 percent) (rarely found) PVF (polyvinyl fluoride) SAN (styrene acrylonitrile) SBR (styrene-butadiene rubber) 5.6.4.1.1* Group A plastics shall be further subdivided as ei- ther expanded or unexpanded 5.6.4.1.1.1 A Group A expanded plastic commodity shall be defined as a product, with or without pallets, that meets one of the following criteria: 4 Cartoned, or within a wooden container, that contains greater than 40 percent by volume of Group A expanded plastic Exposed, that contains greater than 25 percent by volume 5.6.4.1.1.2 A Group A unexpanded plastic commodity shall be defined as a product, with or without pallets, that meets one of the following criteria: Cartoned or within a wooden container, that contains greater than 15 percent by weight of Group A unex- panded plastic Cartoned, or within a wooden container, that contain greater than 25 percent and up to 40 percent by volume of Group A expanded plastic Cartoned, or within a wooden container, that contains mix of Group A unexpanded and expanded plastics, in compliance with Figure 5.6.3.3.3 (a) Exposed, that contains greater than 15 percent by weight of Group A unexpanded plastic Exposed that contains greater than 5 percent and up to 25 percent by volume of Group A expanded plastic Exposed, that contains a mix of GroupA unexpanded and expanded plastics, in compliance with Figure 5.6.3.3.3(b) 5.6.4.1.1.3 The remaining materials shall be permitted to be noncombustible, wood, paper, natural or synthetic fibers, or Group A, Group B, or Group C plastics. 5.6.4.2 Group B. The following materials shall be classified as Group B: Chloroprene rubber Fluoroplastics (ECTFE - ethylene-chlorotrifluoro- ethylene copolymer; ETFE - ethylene-tetrafluoro- ethylene-copolymer; FEP - fluorinated ethylene- propylene copolymer) Silicone ru bber 5.6.4.3 Group C. The following materials shall be classified as Group C: 2016 Edition 25 0. 20 0 o . 15 'V mat >. ca .00. 10 0) c 5 ICARTONED I Group A Group A Expanded _ IV _____ III I. iiAUSbI<U.NF(. NO otner reproauction or transmission in any form permittea witrtout written permission ot NI-I-'A. I-or inquires or to report unautnorizea use, contact Iicensing(gntpa.org. CLASSIFICATION - EXPANDED VS UNEXPANDED 13-28 1 GROUP A PLASTICS FOR MIXED COMMODITIES 5 10 15 20 25 30 35 40 Percentage by Volume of Group A Plastic Ill - Class Ill Commodity. Refer to 5.6.2 if a plastic pallet is used. IV - Class IV Commodity. Refer to 5.6.2 if a plastic pallet is used. FIGURE 5.6.3.3.3(a) Commodities Containing a Mixture of Expanded and Unexpanded Group A Plastics. 25 0 5 10 15 20 25 30 Percentage by Volume of Group A Expanded Plastic III - Class III Commodity. Refer to 5.6.2 if a plastic pallet is used. IV - Class IV Commodity. Refer to 5.6.2 if a plastic pallet is used. 35 40 FIGURE 5.6.3.3.3(b) Exposed Commodities Containing a Mixture of Expanded and Unex- panded Group A Plastics. Fluoroplastics (PCTFE - polychiorotrifluoroethylene; PTFE - polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenolic PVC (polyvinyl chloride - flexible - PVCs with plasti- cizer content up to 20 percent) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) Urea (urea formaldehyde) 5.6.5* Classification of Rolled Paper Storage. For the pur- poses of this standard, the classifications of paper described in 5.6.5.1 through 5.6.5.4 shall apply and shall be used totdeter- mine the sprinkler system design criteria. 5.6.5.1 Heavyweight Class. Heavyweight class shall be defined so as to include paperboard and paper stock having a basis weight [weight per 1000 ft2 (92.9 m2)] of 20 lb (9.1 kg). 5.6.5.2 Mediumweight Class. Mediumweight class shall be de- fined so as to include all the broad range of papers having a basis weight [weight per 1000 ft2 (92.9 m2)] of 10 lb to 20 lb (4.5 kg to 9.1 kg). 2016 Edition INFPA 13 I ATTACHMENT #5 DESIGNATION OF HIGH-PILED STORAGE AREAS HIGH-PILED COMBUSTIBLE STORAGE 3203.10.1 Unreinforced plastic pallets. For Class I through IV commodities, where unreinforced polypropyl- ene or unreinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered unreinforced plastic pallets, the pallets shall be marked with a permanent sym- bol indicating the pallet is unreinforced. 3203.10.2 Reinforced plastic pallets. For Class I through IV commodities, where reinforced polypropylene or rein- forced high-density polyethylene plastic pallets are used, the commodity classification shall be increased two classes except for Class IV commodities, which shall be increased to a high-hazard (Group A plastic, cartoned, unexpanded) commodity. 3203.10.3 Other pallets. For Class I through W commod- ities stored on plastic pallets other than polypropylene or high-density polyethylene plastic pallets, the commodity classification shall be increased two classes unless specific testing is conducted by a testing laboratory. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high-hazard commodities. The designation of a high-piled storage area, or portion thereof intended for stor- age of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high-piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored where a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engineering analysis shall consider the ability of the sprin- kler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.10. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 3206.2 through 3206.11. 3206.2 Type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and auto- matic sprinkler design densities shall be provided to protect the high-piled storage area. 3206.2.1 Extent of protection. The fire safety features required in Table 3206.2 shall extend to the lesser of 15 feet (4572 mm) beyond the high-piled storage area or a full height wall. Where portions of high-piled storage areas have different fire protection requirements because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 2019 CALIFORNIA FIRE CODE 449 - Cop I • Copyright 0 20t9 ICC. ALL RIGHTS RESERVED. Arrested by Eli, Klausbmrkner (ek@klousbrurkner.com), (-) Order Number 0,00n07sO on Dec tO. OttO 0309 PM (PST) por0000t to License Agreement witL A MAUI I I I(C. Nofi,rthe,r,n-ob-tirn. ,rh,enrnri,rrionnhvonvthi,d forty. or djttrihntirn orthnrityd. Si, I,,, nrly.onoireond netwn,kinr n,rhihitrd. ANY I7MAtJT1401117.y.rt ATTACHMENT #6 GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS HIGH-PILED COMBUSTIBLE STORAGE I FIRE CODE I TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF SIZE OF HIGH-PILED (See Sections 3206, 3207 and 3208)" STORAGE AND PALLETIZED STORAGE (see Section 3207.3) CLASS COMMODITY STORAGE AREA' (square feet) Automatic fire- Fire detection Fire Smoke and Maximum (see Sections 3206.2 and extinguishing system department heat removal Maximum pile permissible Maximum 3206.3) system (see Section (se access doors (see (see Section (see Section (s dimension' (feet) storage heightd pile volume (cubic feet) 3206.4) 3206.5) 3206.7) 3206.8) (feet) 0-500 Not Not Not Not Not Not Not Required' Required Required Required Required Required Required 501-2,500 Not Requireda y 5s Not Required Not Required 120 40 100,000 2,501-12,000 Yes Not Not Not 120 40 400,000 Open to the public Required Required Required 2,501-12,000 Not Not Not Not open to the public Yes Required Required' Required 120 40 400,000 (Option 1) 2,501-12,000 Not Not open to the public Required' Yes Yes Yes 120 30e 200,000 (Option2) 12,001-500,000 Yes Not Required Yes Yes',' 120 40 400,000 Greater than 500,000 Yes Not Yes Required Yes" 120 40 400,000 0-500 Not Not Not Not 60 Not Not Required' Required Required' Required Required Required 501-2,500 Yes Not Not Not 60 30 75,000 Open to the public Required Required' Required 501-2,500 Not Not Not Not open to the public Yes Required Required' Required 60 30 75,000 High (Option 1) hazard 501-2,500 Not Not open to the public Requireda Yesg Yes Yes" 50,000 60 20 (Option 2) 2,501-300,000 Yes Not Yes Yes" Required 60 30 75,000 Greater than 300,0001 Yes Not Required Yes Yes" 60 30 75,000 For SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m3 , 1 square foot = 0.0929 m2. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. For aisles, see Section 3206.10. Piles shall be separated by aisles complying with Section 3206.10. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note f where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. For storage exceeding 30 feet in height, Option 1 shall be used. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided where required by the fire code official. Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. Not required where storage areas with an exit access travel distance of 250 feet (76 200 mm) or less are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m. s)'° or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.1. Not required in frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. 450 2019 CALIFORNIA FIRE CODE I II • ! Copyright C zoio ICC. ALL RIGHTS RESERVED. Acceo,ed by EM, Kh,,br,cko,r (ekhIoutbnicko,r.con,), (-) Order Number otOOIO7io on Dec 16, 2010 OO9 PM (PSI) p000000tto License Agreement with A A I I I ICC.. Nn S,rth,, ren,-,o1, inn.nnb,rth,eee, 1,,-ti,,hcn,,,thjd Si,,I,,,ernnlvrnn,in,ond ntwnrkin,n,-,hihjt,t ANYIINAIITH(SRI7.FDRFPROr)ITCVIOMOR KAUS<Ut..icNu<. No outer reproduction or transmission in any torm permittea witnout written permission or NFF'A. hot inquires or to report unautnorizea use, contact iicensing(gntpa.org. I NFPA13 I 13-22 INSTALLATION OF SPRINKLER SYSTEMS 3.8.2.1.5 Residual Hydrant. The hydrant that is used for measuring static and residual pressures during a flow test. [24, 2013] 3.8.2.1.6 Wet Barrel Hydrant. A type of hydrant that is in- tended for use where there is no danger of freezing weather, where each outlet is provided with a valve and an outlet. [24,2016] 3.9 Storage Definitions. 3.9.1* General. 3.9.1.1 Cartoned. Amethod of storage consisting of corru- gated cardboard or paperboard containers fully enclosing the commodity. 3.9.1.2* Carton Records Storage. A Class Ill commodity con- sisting predominantly of paper records in cardboard cartons. 3.9.1.3 Catwalk. For the purposes of carton records stor- age, a storage aid consisting of either open metal grating or solid horizontal barriers supported from a rack storage sys- tem that is utilized as a walkway for access to storage at elevated levels. Catwalks are accessed using stairs and are not separate floors of a building. 3.9.1.4 Clearance to Ceiling. The distance from the top of storage to the ceiling above. 3.9.1.5 Commodity. The combination of products, pack- ing material, and container that determines commodity classification. 3.9.1.6 Compact Storage. Storage on solid shelves not ex- ceeding 36 in. (900 mm) in total depth, arranged as part of a compact storage module, with no more than 30 in. (750 mm) between shelves vertically and with no internal vertical flue spaces other than those between individual shelving sections. 3.9.1.7 Compact Storage Module. A type of shelving unit consisting of compact storage whereby the units move to allow for storage to be pushed together creating a storage unit with no flues or minimal spaces between units. Aisles are created by moving the shelving unit. Compact storage modules can be manual or electric in operation. 3.9.1.8* Compartmented. The rigid separation of the prod- ucts in a container by dividers that form a stable unit under fire conditions. 3.9.1.9* Container (Shipping, Master, or Outer Container). A receptacle strong enough, by reason of material, design, and construction, to be shipped safely without further packaging. 3.9.1.10* Conventional Pallets. A material-handling aid de- signed to support a unit load with openings to provide ac- cess for material-handling devices. (See Figure A.3. 9.1.10.) 3.9.1.11* Encapsulation. A method of packaging that ei- ther consists of a plastic sheet completely enclosing the sides and top of a pallet load containing a combustible commodity, a combustible package or a group of combus- tible commodities or combustible packages,,or consists of combustible commodities individually wrapped in plastic sheeting and stored exposed in a pallet load. 3.9.1.12 Es.panded (Foamed or Cellular) Plastics. Those plastics, the density of which is reduced by the presence of numerous small cavities (cells), interconnecting or not, ,dispersed throughout their mass. 3.9.1.13 Exposed Group A Plastic Commodities Those plas- tics not in packaging or coverings that absorb water or oth- erwise appreciably retard the burning hazard of the com- modity. (Paper wrapped or encapsulated, or both, should be considered exposed.) 3.9.1.14 Free-Flowing Plastic Materials. Those plastics that fall out of their containers during afire, fill flue spaces, and create a smothering effect on the fire. Examples include powder, pellets, flakes, or random-packed small objects [e.g., razor blade dispensers, 1 oz to 2 oz (28 g to 57 g) bottles]. 3.9.1.15 High-Challenge Fire Hazard. A fire hazard typical of that produced by fires in combustible high-piled storage. 3.9.1.16 High-Piled Storage. Solid-piled, palletized, rack storage, bin box, and shelf storage in excess of 12 ft (3.7 m) in height. 3.9.1.17* Low-Piled Storage. Solid-piled, palletized, rack storage, bin box, and shelf storage up to 12 ft (3.7 m) in height. 3.9.1.18* Miscellaneous Storage. Storage that does not ex- ceed 12 ft (3.66 m) in height, is incidental to another occu- pancy use group, does not constitute more than 10 percent of the building area or 4000 ft2 (372 m2) of the sprinklered area, whichever is greater, does not exceed 1000 ft2 (93 m2) in one pile or area, and is separated from other storage areas by at least 25 ft (7.62 m). 3.9.1.19* Open-Top Container. A container of any shape that is entirely or partially open on the top and arranged so as to allow for the collection of discharging sprinkler water cascading through the storage array. 3.9.1.20 Packaging. A commodity wrapping, cushioning, or container. 3.9.1.21 Plastic Pallet. A pallet having any portion of its construction consisting of a plastic material: 3.9.1.22* Reinforced Plastic Pallet. A plastic pallet incorpo- rating a secondary reinforcing material (such as steel or fiberglass) within the pallet. 3.9.1.23 Roof Height. The distance between the floor and the underside of the roof deck within the storage area. 3.9.1.24 Slave Pallet. A special pallet captive to a material- handling system. (See FigureA.3. 9.1.10.) 3.9.1.25 StorageAids. Commodity storage devices, such as pallets, dunnage, separators, and skids. 3.9.1.26 Unit Load. A pallet load or module held together in some manner and normally transported by material- handling equipment. 3.9.1.27 Wood Pallet. A pallet constructed entirely of wood with metal fasteners. 3.9.2 Palletized, Solid-Piled, Bin Box, and Shelf Storage. 3.9.2.1 Array. 3.9.2.1.1 Closed Array. A storage arrangement where air movement through the pile is restricted because of 6 in. (150 mm) or less vertical flues. 2016 Edition I,LAUSUI<UUKNuK. NO ottler reproduction or transmission in any torn, permitted witnout written permission ot NI-F'A. I-or inquires or to report unautriorized use, contact iIcensirig(gntpa.org. I NFPAI3 I DEFINITIONS 13-23 3.9.2.1.2* Open Array. A storage arrangement where air movement through the pile is enhanced because of vertical flues larger than 6 in. (150 mm). 3.9.2.2 Bin Box Storage. Storage in five-sided wood, metal, or cardboard boxes with open face on the aisles in which boxes are self-supporting or supported by a structure so designed that little or no horizontal or vertical space exists around boxes. 3.9.2.3 Palletized Storage. Storage of commodities on pal- lets or other storage aids that form horizontal spaces be- tween tiers of storage. 3.9.2.4* Pile Stability, Stable Piles. Those arrays where col- lapse, spillage of content, or leaning of stacks across flue spaces is not likely to occur soon after initial fire develop- ment. 3.9.2.5* Pile Stability, Unstable Piles. Those arrays where collapse, spillage of contents, or leaning of stacks across flue spaces occurs soon after initial fire development. 3.9.2.6* Shelf Storage. Storage on structures up to and in- cluding 30 in. (750 mm) deep and separated by aisles at least 30 in. (750 mm) wide. 3.9.2.6.1* Back-to-Back Shelf Storage. Two solid or perfo- rated shelves up to 30 in. (750 mm) in depth each, not exceeding a total depth of 60 in. (1.5 m), separated by a longitudinal vertical barrier such as plywood, particle- board, sheet metal, or equivalent, with a maximum 0.25 in. (6 mm) diameter penetrations and no longitudinal flue space and a maximum storage height of 15 ft (4.6 m). 3.9.2.7 Solid-Piled Storage. Storage of commodities stacked on each other. 3.9.2.8 Solid Unit Load of Unexpanded Plastic (Either Car- toned or Exposed). A load that does not have voids (air) within the load and that burns only on the exterior of the load; water from sprinklers might reach most surfaces avail- able to burn. 3.9.3 Rack Storage. 3.9.3.1* Aisle Width. The horizontal dimension between the face of the loads in racks under consideration. 3.9.3.2 Automotive Components on Portable Racks. Instru- ment panels, windshields, metal and plastic gasoline tanks, heater housings, door panels, interior trim, bumper facia, wiring harnesses, sheet metal, body components, engines, driveline components, steering mechanisms, auxiliary mo- tors, and lighting - all with or without expanded Group A Plastic dunnage. This definition does not include the stor- age of air bags, tires, and seats on portable racks. 3.9.3.3 Bulkhead. A vertical barrier across the rack. 3•9•3•4* Face Sprinklers. Standard sprinklers that are lo- cated in transverse flue spaces along the aisle or in the rack, are within 18 in. (450 mm) of the aisle face of storage, and are used to oppose vertical development of fire on the ex- ternal face of storage. 3.9.3.5 Horizontal Barrier. A solid barrier in the horizontal position covering the entire rack, including all flue spaces at certain height increments, to prevent vertical fire spread. 3.9.3.6* Longitudinal Flue Space. The space between rows of storage perpendicular to the direction of loading with a width not exceeding 24 in. (600 mm) between storage. 3•93•7* Rack. Any combination of vertical, horizontal, and diagonal members that supports stored materials. [1, 2015] 3.9.3.7.1 Double-Row Racks. Racks less than or equal to 12 ft (300 mm) in depth or single-row racks placed back to back having an aggregate depth up to 12 ft (300 mm), with aisles having an aisle width of at least 3.5 ft (1.1 m) between loads on racks. 3.9.3.7.2 Movable Racks. Racks on fixed rails or guides that can be moved back and forth only in a horizontal, two-dimensional plane. A moving aisle is created as abut- ting racks are either loaded or unloaded, then moved across the aisle to abut other racks. 3.9.3.7.3 Multiple-Row Racks. Racks greater than 12 ft (300 mm) in depth or single- or double-row racks sepa- rated by aisles less than 3.5 ft(1. 1 m) wide having an overall wlcsLn greater wan iz IL t,3UU mm). 3.9.3.7.4 Open Rack. Racks without shelving or with shelv- ing in racks that are fixed in place with shelves having a solid surface and a shelf area equal to or less than 20 ft' (1.9 m2) or with shelves having a wire mesh, slatted surface, or other material with openings representing at least 50 percent of the shelf area including the horizontal area of rack members and where the flue spaces are maintained. 3.9.3.7.5 Portable Racks. Racks that are not fixed in place and can be arranged in any number of configurations. 3.9.3.7.6 Rack Shelf Area. The area of the horizontal sur- face of a shelf in a rack defined by perimeter aisle(s) or nominal 6 in. (150 mm) flue spaces on all four sides, or by the placement of loads that block openings that would oth- erwise serve as the required flue spaces. 3•937•7* Single-Row Racks. Racks that have no longitudi- nal flue space and that have a depth up to 6 ft (1.8 m) with aisles having a width of at least 3.5 ft (1.1 m) between loads on racks. 3.9.3.7.8 Slatted Shelf Rack. A rack where shelves are fixed in place with a series of narrow individual solid supports used as the shelf material and spaced apart with regular openings. 3.9.3.7.9 Solid Shelf Rack. A rack that is not defined as an open rack where shelves are fixed in place with a solid, slatted, or wire mesh barrier used as the shelf material and having limited openings in the shelf area. .3.8* Solid Shelving. Shelving that is fixed in place, slat- 1, wire mesh, or other type of shelves located within ks. The area of a solid shelf is defined by perimeter aisle flue space on all four sides or by the placement of loads it block openings that would otherwise serve as the re- ired flue spaces. Solid shelves having an area equal to or than 20 ft' (1.9 m2) are defined as open racks. Shelves wire mesh, slats, or other materials more than 50 percent en and where the flue spaces are maintained are defined 3.9 Transverse Flue Space. The space between rows of age parallel to the direction of loading. (See Figure 9.3.6.) 2016 Edition icLAUbi<ueIsNuI<. NO otner reproduction or transmission in any torn, permitted witnout written permission or NH-A. i-or inquires or to report unautnonzed use, contact iicensing(ntpa.org. I NFPAI3 I ICMDAI 13-54 INSTALLATION OF SPRINKLER SYSTEMS 8.5.4.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the deflec- tor distance shall be measured from the bottom of the insula- tion and shall be in accordance with 8.5.4.1.3.1 or 8.5.4.1.3.2. 8.5.4.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation. 8.5.4.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the deflector distance shall be measured to the high point of the insulation. The deflector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heat collectors shall not be used as a means to assist the activation of a sprinkler. 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel to ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1* Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8.5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage of the hazard. (See Figure A. 8.5.5.1.) 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal to 18 in. (450 mm) below the sprinkler deflector that prevent the pattern from fully developing shall comply with 8.5.5.2. 8.5.5.2.2 Sprinklers shall be positioned in accordance with the minimum distances and special requirements of Sec- tion 8.6 through Section 8.12 so that they are located suffi- ciently away from obstructions such as truss webs and chords, pipes, columns, and fixtures. - 8.5.5.3* Obstructions that Prevent Sprinkler Discharge from Reaching Hazard. Continuous or noncontinuous obstructions that interrupt the water discharge in a horizontal plane more than 18 in. (450 mm) below the sprinkler deflector in a man- ner to limit the distribution from reaching the protected haz- ard shall comply with 8.5.5.3. 8.5.5.3.1* Sprinklers shall be installed under fixed obstruc- tions over 4 ft (1.2 m) in width. 8.5.5.3.1.1 Sprinklers shall be located below the obstruction and not more than 3 in. (75 mm) from the outside edge of the obstruction. 8.5.5.3.1.2 Where sprinklers are located adjacent to the ob- struction, they shall be of the intermediate level rack type. 8.5.5.3.1.3 The deflector of automatic sprinklers installed un- der fixed obstructions shall be positioned no more than 12 in. (300 mm) below the bottom of the obstruction. 8.5.5.3.1.4 Sprinklers shall not be required under noncom- bustible obstructions over 4 ft (1.2 m) wide where the bottom of the obstruction is 24 in. (600 mm) or less above the floor or deck. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place, such as conference tables. 8.5.5.3.3 Sprinklers installed under obstructions shall be of the same type (spray, CMSA, ESFR, residential) as installed at the ceiling except as permitted by 8.5.5.3.3.1. 8.5.5.3.3.1 Spray sprinklers shall be permitted to be utilized under overhead doors. 8.5.5.3.4* Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartments, including those closets housing mechanical equipment, that are not larger than 400 ft3 (11.3 m3) in size, a single sprinkler at the highest ceiling level shall be sufficient without regard to ob- structions or minimum distance to the wall. 8.5.6 Clearance from Deflector to Storage. 8.5.6.1* Unless the requirements of 8.5.6.2, 8.5.6.3, 8.5.6.4, or 8.5.6.5 are met, the clearance between the deflector and the top of storage or contents of the room shall be 18 in (450 mm) or greater. 8.5.6.2 Where other standards specify greater clearance to storage minimums, they shall be followed. 8.5.6.3 A minimum clearance to storage of 36 in. (900 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to storage of less than 18 in. (450 mm) between the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- scale fire tests for the particular hazard. 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (900 mm) where rubber tires are stored. 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights not exceeding 32 ft2 (3.0 m2) in area, regardless of haz- ard classification, that are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- tected ceiling pocket. 8.5.7.1.1 When a sprinkler is installed directly beneath a sky- light not exceeding 32 ft2 (3.0 m2), the distance to the ceiling shall be measured to the plane of the ceiling as if the skylight was not present. 8.5.7.2 Skylights not exceeding 32 ft2 (3.0 m2) shall be per- mitted to have a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. 8.6.1 General. All requirements of Section 8.5 shall apply to standard pendent and upright spray sprinklers except as modified in Section 8.6. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage per sprinkler (As) shall be determined in accordance with 8.5.2.1. 2016 Edition I'.LAUSUi<UtIcNK No otner reproaucson or transmission in any Torrn permitted witnout written permission or Ni-IA. i-or inquires or to report unautnorized use, contact iicensing(gnrpa.org. I NFPA13 I ICMDAI 13-56 INSTALLATION OF SPRINKLER SYSTEMS Table 8.6.2.2.1(b) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for Ordinary Hazard Maximum Protection Area Spacing Construction System Type Type ft2 m2 ft In All All 130 12.1 15 4.6 NON HIGH-PILED STORAGE Table 8.6.2.2.1(c) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for Extra Hazard Maximum Protection Area Spacing Construction System Type Type ft2 m2 ft In All Pipe 90 8.4 12* 37* schedule All Hydraulically 100 9.3 12* 37* calculated with density ~!0.25 All Hydraulically 130 12.1 15 4.6 calculated with density <0.25 *In buildings where solid structural members create bays up to 25 ft (7.6 m) wide, maximum spacing between sprinklers is permitted up to 12ft6in. (3.8m). I HIGH-PILED STORAGE I Table 8.6.2.2.1(d) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for High-Piled Storage Maximum Protection Area Spacing struction System Type Type ft2 m2 ft In All Hydraulically 100 9.3 12* 3•7* calculated with density All Hydraulically 130 12.1 15 4.6 calculated with density <0.25 *In buildings where solid structural members create bays up to 25 ft (7.6 m) wide, maximum spacing between sprinklers is permitted up to 12ft6in. (3.8m). 8.6.3.2 Maximum Distance from Walls. 8.6.3.2.1 The distance from sprinklers to walls shall not ex- ceed one-half of the allowable distance between sprinklers as indicated in Table 8.6.2.2.1 (a) through Table 8.6.2.2.1(d). 8.6.3.2.2 The distance from the wall to the sprinkler shall be measured perpendicular to the wall. 8.6.3.2.3* The requirements of 8.6.3.2.1 shall not apply where walls are angled or irregular, and the maximum horizontal distance between a sprinkler and any point of floor area pro- tected by that sprinkler shall not exceed 0.75 times the allow- able distance permitted between sprinklers, provided the maximum perpendicular distance is not exceeded. 8.6.3.2.4* The requirements of 8.6.3.2.1 shall not apply within small rooms as defined in 3.3.22. 8.6.3.2.4.1 Sprinklers shall be permitted to be located not more than 9 ft (2.7 m) from any single wall. 8.6.3.2.4.2 Sprinkler spacing limitations of 8.6.3 and area limitations of Table 8.6.2.2.1(a) shall not be exceeded. 8.6.3.2.5 Under curved surfaces, the horizontal distance shall be measured at the floor level from the wall, or the intersec- tion of the curved surface and the floor to the nearest sprin- kler shall not be greater than one-half the allowable distance between sprinklers. 8.6.3.3 Minimum Distances from Walls. Sprinklers shall be lo- cated a minimum of 4 in. (100 mm) from a wall. 8.6.3.4 Minimum Distances Between Sprinklers. 8.6.3.4.1 Unless the requirements of 8.6.3.4.2, 8.6.3.4.3, or 8.6.3.4.4 are met, sprinklers shall be spaced not less than 6 ft (1.8 m) on center. 8.6.3.4.2 Sprinklers shall be permitted to be placed less than 6 ft (1.8 m) on center where the following conditions are sat- isfied: Baffles shall be arranged to protect the actuating ele- ments. Baffles shall be of solid and rigid material that will stay in place before and during sprinkler operation. Baffles shall be not less than 8 in. (200 mm) long and 6 in. (150 mm) high. The tops of baffles shall extend between 2 in. and 3 in. (50 mm and 75 mm), above the deflectors of upright sprinklers. The bottoms of baffles shall extend downward to a level at least even with the deflectors of pendent sprinklers. 8.6.3.4.3 In-rack sprinklers shall be permitted to be placed less than 6 ft (1.8 m) on center. 8.6.3.4.4 Old-style sprinklers protecting fur storage vaults shall be permitted to be placed less than 6 ft (1.8 m) on center. 8.6.4 Deflector Position (Standard Pendent and Upright Spray Sprinklers). 8.6.4.1 Distance Below Ceilings. 8.6.4.1.1 Unobstructed Construction. 8.6.4.1.1.1 Under unobstructed construction, the distance between the sprinkler deflector and the ceiling shall be a mini- mum of 1 in. (25 mm) and a maximum of 12 in. (300 mm) throughout the area of coverage of the sprinkler. 2016 Edition t'.LAUSuKUeISNuK. NO otiter reproduction or transmission in any torm permitted witriout written permission ot NI-FA. t-or inquires or to report unautriorized use, contact Hcensing(ntpaorg. I NFPA13 I 13-146 INSTALLATION OF SPRINKLER SYSTEMS Chapter 12 General Requirements for Storage 12.1 General. The requirements of Section 12.1 shall apply to all storage arrangements and commodities other than miscel- laneous storage (see Chapter 13) and as modified by specific sections in Chapter 14 through Chapter 20. 12.1.1 Roof Vents and Draft Curtains. See Section C.6. 12.1.1.1* Manually operated roof vents or automatic roof vents with operating elements that have a higher temperature classification than the automatic sprinklers shall be permitted. 12.1.1.2 Early suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke vents unless the vents use a high-temperature rated, standard- response operating mechanism. 12.1.1.3* Draft curtains shall not be used within ESFR sprin- kler systems. 12.1.1.3.1 Draft curtains separating ESFR sprinklers at system breaks or from control mode sprinklers or between hazards shall be permitted. (See 8.4.6.4.) 12.1.2 Ceiling Slope. The sprinkler system criteria specified in Chapter 12 and Chapters 14 through 20 are intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent) unless modified by a specific section in Chap- ter 12 and Chapters 14 through 20. 12.1.3* Building and Storage Height. 12.1.3.1 The maximum building height shall be measured to the underside of the roof deck or ceiling or in accordance with 12.1.3.1.1 through 12.1.3.1.3. 12.1.3.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the maximum roof height shall be mea- sured from floor to the bottom of the deck. 12.1.3.1.2 For decks deeper than 3 in. (75 mm), the maxi- mum roof height shall be measured to the highest point on the deck. 12.1.3.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the maxi- mum roof height shall be measured to the bottom of insula- tion and shall be in accordance with 12.1.3.1.3.1 or 12.1.3.1.3.2. 12.1.3.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the maximum roof height shall be measured to the underside of the insulation. 12.1.3.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the maximum roof height shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insu- lation exceeds 6 in. (150 mm), the maximum roof height shall be measured to the high point of the insulation. 12.1.3.1.4* Where the building height changes within a com- partment, the sprinklers directly over the storage shall be ca- pable of protecting storage directly beneath. 12.1.3.1.4.1 Where a barrier to heat and smoke in accor- dance with 12.3(2) or 12.3(3) is not present, the sprinkler criteria 15 ft (4.6 m) into the perimeter of the lower ceiling area shall be the same as the sprinkler protection for the high ceiling area. 12.1.3.2 ESFR sprinklers shall be used only in buildings equal to, or less than, the height of the building for which they have been listed. 12.1.3.3 The sprinkler system design shall be based on the storage height and clearance to ceiling that routinely or peri- odically exist in the building and create the greatest water demand. Where storage is placed above doors, the storage height shall be calculated from the base of storage above the door. 12.1.3.4 Clearance to Ceiling. 12.1.3.4.1* The clearance to ceiling shall be measured in ac- cordance with 12.1.3.4.1.1 through 12.1.3.4.1.3. 12.1.3.4.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the clearance to ceiling shall be measured from the top of storage to the bottom of the deck. 12.1.3.4.1.2 For corrugated metal deck roofs deeper than 3 in. (75 mm), the clearance to ceiling shall be measured to the highest point on the deck. 12.1.3.4.1.3 For ceilings that have insulation attached di- rectly to underside of the ceiling or roof structure, the clear- ance to ceiling shall be measured from the top of storage to the bottom of the insulation and shall be in accordance with 12.1.3.4.1.3(A) or 12.1.3.4.1.3(B). For insulation that is attached directly to the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to the underside of the insulation. For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to a point half of the distance of the deflection from the insu- lation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the clearance to ceiling shall be measured from the top of storage to the high point of the insulation. 12.1.3.4.2 For spray sprinkler criteria where the clearance to ceiling exceeds those identified in this section, the require- ments of 12.1.3.4.3 through 12.1.3.4.8 shall apply. 12.1.3.4.3 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Chapters 14 and 15, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m). 12.1.3.4.4 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Section 16.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m) or providing one level of supplemental, quick- response in-rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.5 Where the clearance to ceiling exceeds 10 ft (3.0 m) for Section 16.3 or Section 17.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 10 ft (3.0 m) or providing one level of supplemen- tal, quick-response in-rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.6 Where the clearance exceeds 10 ft (3.0 m) for Sec- tion 17.3, protection shall be based upon providing one level 2016 Edition e.LAUSu<uUcNLI<. NO otner reproduction or transmission in any torm permitted witnout written permission of Ni-I'. t-or inquires or to report unautriorizea use, contact Hcensing(nIpaorg. I NFPA13 I ICMDAI GENERAL REQUIREMENTS FOR STORAGE 13-147 of supplemental, quick-response in-rack sprinklers located di- rectly below the top tier of storage and at every flue space intersection. 12.1.3.4.7 When applying the supplemental in-rack sprinkler option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to ceiling. 12.1.3.4.8 If in-rack sprinklers are required for the actual storage height with an acceptable clearance to ceiling, in-rack sprinklers shall be installed as indicated by that criteria. 12.1.4 High Volume Low Speed (HVLS) Fans. 12.1.4.1* The installation of HVLS fans in buildings equipped with sprinklers, including ESFR sprinklers, shall comply with the following: The maximum fan' diameter shall be 24 ft (7.3 m). The HVLS fan shall be centered approximately between four adjacent sprinklers. The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of 3 ft (900 mm). All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterfiow signal from the alarm system in accordance with the requirements of NFPA 72. 12.2* Hose Connections. 12.2.1 Small hose connections [11/2 in. (38 mm)] shall be provided where required by the authority having jurisdiction in accordance with 8.17.5 for first-aid fire-fighting and over- haul operations. 12.2.2 Small hose connections shall not be required for the protection of Class I, II, III, and IV commodities stored 12 ft (3.7 m) or less in height. 12.3* Adjacent Hazards or Design Methods. For buildings with two or more adjacent hazards or design methods, the following shall apply: Where areas are not physically separated by a barrier or partition capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area, the required sprinkler protection for the more demanding design basis shall extend 15 ft (4.6 m) beyond its perimeter. The requirements of 12.3(1) shall not apply where the areas are separated by a draft curtain or barrier located above an aisle, horizontally a minimum of 2 ft (600 mm) from the adjacent hazard on each side, or a partition that is capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area. The requirements of 12.3(1) shall not apply to the exten- sion of more demanding criteria from an upper ceiling level to beneath a lower ceiling level where the difference in height between the ceiling levels is at least 2 ft (600 mm), located above an aisle, horizontally a mini- mum 2 ft (600 mm) from the adjacent hazard on each side. 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2* In areas that are subject to freezing or where special conditions exist, dry pipe systems and preaction systems shall be permitted to protect storage occupancies. 12.5 Dry Pipe and Preaction Systems. For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.2 gpm/ft2 (8.1 mm/mm) or less, standard-response sprinklers with a K-factor of K-5.6 (80) or larger shall be permitted. 12.6.2 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.2 gpm/ft2 to 0.34 gpm/ft2 (8.1 mm/min to 13.9 mm/mm), standard-response sprinklers with a nominal K-factor of K-8.0 (115) or larger shall be used. 12.6.3 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities greater than 0.34 gpm/ft2 (13.9 mm/mm), standard-response spray sprinklers with a K-factor of K-11.2 (161) or larger that are listed for storage applications shall be used. 12.6.4* Unless the requirements of 12.6.5 are met, the re- quirements of 12.6.2 and 12.6.3 shall not apply to modifica- tions to existing storage application systems, using sprinklers with K-factors of K-8.0 (115) or less. 12.6.5 Where applying the requirements of Figure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design criteria of 0.6 gpm/ft2 per 2000 ft2 (24.4 mm/min per 186 m2) to existing storage applications, the requirements of 12.6.3 shall apply. 12.6.6 The use of quick-response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- tect storage of Class I through Class IV commodities, Group A plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards. 12.6.7.1 ESFR sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permit- ted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.7.2 Quick-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permitted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.7.3 Standard-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chap- ter 20 shall be permitted to protect any of the following: Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.8 The design figures indicate water demands for ordinary- temperature-rated and nominal high-temperature-rated sprin- klers at the ceiling. 2016 Edition KLAU2(Ut.IcNu<. NO outer reprosuction Or transmission in any torm permrttea witnout written permission ot NH-'A. I-or inquires or to report unautrionzea use, contact Iicensing(gintpa.org. I NFPA 13 I 13-148 INSTALLATION OF SPRINKLER SYSTEMS 12.6.8.1 The ordinary-temperature design densities corre- spond to ordinary-temperature-rated sprinklers and shall be used for sprinklers with ordinary- and intermediate- temperature classification. 12.6.8.2 The high-temperature design densities correspond to high-temperature-rated sprinklers and shall be used for sprinklers having a high-temperature rating. 12.6.9 Ordinary- and intermediate-temperature sprinklers with K-factors of K-11.2 (161) or larger, where listed for storage, shall be permitted to use the densities for high- temperature sprinklers. 12.7 Discharge Considerations. 12.7.1 The water supply for sprinklers only shall be deter- mined either from the density/area requirements of Chap- ter 12 through Chapter 20 or shall be based upon the room design method in accordance with Section 12.10, at the discre- tion of the designer. 12.7.2* Systems with Multiple Hazard Classifications. For sys- tems with multiple hazard classifications, the hose stream al- lowance and water supply duration shall be in accordance with Section 12.8 as well as one of the following: The water supply requirements for the highest hazard classification within the system shall be used. The water supply requirements for each individual hazard classification shall be used in the calculations for the de- sign area for that hazard. *For systems with multiple hazard classifications where the higher classification only lies within single rooms less than or equal to 400 ft2 (37.2 m2) in area with no such rooms adjacent, the water supply requirements for the principal occupancy shall be used for the remainder of the system. 12.7.3 The calculations shall satisfy any single point on ap- propriate density/area curves. 12.7.4 The minimum water supply requirements shall be de- termined by adding the hose stream allowance from Sec- tion 12.8 to the water supply for sprinklers as determined by Chapter 12 through Chapter 20. 12.7.5 The minimum water supply requirements determined from 12.7.4 shall be available for the minimum duration speci- fied in Section 12.8. 12.7.6 Total system water supply requirements shall be deter- mined in accordance with the hydraulic calculation proce- dures of Chapter 23. 12.7.6.1 When using the density/area method, the design area shall meet the requirements of 23.4.4.2.1. 12.7.6.2 When using CMSA, the design area shall meet the requirements of 23.4.4.3.1. 12.7.6.3 When using ESFR sprinklers, the design area shall consist of the most hydraulically demanding area of 12 sprin- klers, consisting of four sprinklers on each of three branch lines, unless other specific numbers of design sprinklers are required in other sections of this standard. 12.7.7 Multiple Adjustments. 12.7.7.1 Where multiple adjustments to the area of operation are required to be made, these adjustments shall be com- pounded based on the area of operation originally selected. 12.7.7.2 If the building has unsprinklered combustible con- cealed spaces, the rules of Section 12.9 shall be applied after all other modifications have been made. 12.7.7.3 The minimum design density for any sprinkler sys- tem installed in a storage occupancy shall be not less than 0.15 gpm/ft2 (6.1 mm/mm) after all adjustments are made. 12.8 Hose Stream Allowance and Water Supply Duration. 12.8.1* Tanks shall be sized to supply the equipment that they serve. 12.8.2* Pumps shall be sized to supply the equipment that they serve. 12.8.3 Water allowance for outside hose shall be added to the sprinkler requirement at the connection to the city main or a yard hydrant, whichever is closer to the system riser. 12.8.4 Where inside hose connections are planned or are required, the following shall apply: A total water allowance of 50 gpm (190 L/min) for a single hose connection installation shall be added to the sprinkler requirements. A total water allowance of 100 gpm (380 L/min) for a multiple hose connection installation shall be added to the sprinkler requirements. The water allowance shall be added in 50 gpm (190 L/ mm) increments beginning at the most remote hose con- nection, with each increment added at the pressure re- quired by the sprinkler system design at that point. 12.8.5 When hose valves for fire department use are attached to wet pipe sprinkler system risers in accordance with 8.17.5.2, the following shall apply: The water supply shall not be required to be added to standpipe demand as determined from NFPA 14. Where the combined sprinkler system demand and hose stream allowance of Chapter 12 and Chapters 14 through 20 exceeds the requirements of NFPA 14, this higher de- mand shall be used. For partially sprinklered buildings, the sprinkler demand, not including hose stream allowance, as indicated in Chapter 12 and Chapters 14 through 20 shall be added to the requirements given in NFPA 14. 12.8.6 Unless indicated otherwise, the minimum water sup- ply requirements for a hydraulically designed sprinkler system shall be determined by adding the hose stream allowance from Table 12.8.6 to the water demand for sprinklers. 12.9 Unsprinklered Combustible Concealed Spaces. 12.9.1* When using the density/area method or room design method, unless the requirements of 12.9.2 are met for build- ings having unsprinklered combustible concealed spaces as described in 8.15.1.2 and 8.15.6, the minimum area of sprin- kler operation for that portion of the building shall be 3000 ft2 (280 m2 ). 12.9.1.1 The design area of 3000 ft2 (280 m2) shall be applied only to the sprinkler system or portions of the sprinkler system that are adjacent to the qualifying combustible concealed space. 12.9.1.2 The term adjacent shall apply to any sprinkler system protecting a space above, below, or next to the qualifying con- cealed space except where a barrier with a fire resistance rat- ing at least equivalent to the water supply duration completely separates the concealed space from the sprinklered area. 2016 Edition KLAU5u1(UuicNLI<. NO other reprooucson or transmission in any torn, permittea without written permission ot NI-VA. f-or inquires or to report unauthorized use, contact iicensing(pnrpa.org I NFPA13 I GENERAL REQUIREMENTS FOR STORAGE 13-149 Table 12.8.6 Hose Stream Allowance and Water Supply Duration Number of Ceiling Size of Hose Stream Allowance Water Sprinklers Design Supply Sprinkler in Design Area at Duration Commodity Sprinkler Type Spacing Type Area* Ceiling gpm L/min (minutes) Up to 1200 ft2 (110 M2)250 950 60 Over 1200 ft2 (111 m2) up to Control mode 1500 ft2 density/area Standard and NA (140m2) 500 1900 90 (CMDA) extended-coverage Over 1500 ft2 (139m2) up to 2600 ft2 (240m2) 500 1900 120 Over 2600 ft2 (240m2) 500 1900 150 Class I-P-/ Standard Up to 12 NA 250 950 60 Commodities, Group A plastics, Over 12 to idle wood pallets, 15 NA 500 1900 90 idle plastic pallets Over 15 to and miscellaneous 25 NA 500 1900 120 storage Control Mode Over 25 NA 500 1900 150 Specific Application Up to 6 NA 250 950 60 (CMSA) Up to 8t NA 250 950 60 Extended-coverage Over 6 to 8 NA 500 1900 90 Over 8 to 12 NA 500 1900 120 Over 12 NA 500 1900 150 Up to 12 NA 250 950 60 Over 12 to Early Suppression 15 NA 500 1900 90 Fast Response Standard (ESFR) Over 15 to 25 NA 500 1900 120 Over 25 NA 500 1900 150 On-floor rubber tire Standard and storage up to 5 ft CMDA & CMSA extended-coverage (1.5 m) in height Any Any 250 950 120 (continues) 2016 Edition - ATTACHMENT #6A AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS AMBIENT WAREHOUSE COMPONENT ROOM RACK STORAGE: CMDA WITH 2 LEVELS OF IN-RACKS RACK STORAGE AREAS KLAU,ibKU(;KNLK. NO otner reproauction or transmission in any rorni permittea wirnout written permission ot Nt-t-'A. For inquires or to report unautnonzecl use, contact Iicensingnjnrps.org. 13-204 INSTALLATION OF SPRINKLER SYSTEMS INFPA 13 CRITERIA I shelf racks, in-rack sprinklers shall be provided in accordance with 17.1.5, and ceiling sprinkler protection shall be provided in accordance with Chapter 13. 17.2.1.2 Ceiling Sprinkler Water Demand. See Section C.22. 17.2.1.2.1 For Group A plastic commodities in cartons, en- capsulated or nonencapsulated in single-, double-, and multiple-row racks and with a clearance to ceiling up to and including 10 ft. (3.1 m), ceiling sprinkler water demand in (2) terms of density [gpm/ft2 (mm/mm)] and area of operation [ft2 (m2)] shall be selected from Figure 17.2.1.2.1(a) through Figure 17.2.1.2.1(f). 17.2.1.2.2 Linear interpolation of design densities and areas of application shall be permitted between storage heights with (3) the same clearance to ceiling. 17.2.1.2.3 No interpolation between clearance to ceiling shall be permitted. 17.2.1.2.4* An option shall be selected from the appropriate Figure 17.2.1.2.1(a) through Figure 17.2.1.2.1(f) given the (4) storage height and clearance being protected. The density/ area criteria at the top of each option shall be applied to the ceiling sprinklers and the in-rack sprinklers shown in the op- tion (if any) shall be provided. Options that do not show multiple-row racks in the figures shall not be permitted to pro- tect multiple-row rack storage. Notes in each figure shall be permitted to clarify options or to present additional options not shown in the figures. 17.2.1.3 For storage of Group A plastics between 5 ft and 12 ft (1.5 m and 3.7 m) in height, the installation requirements for (6) extra hazard systems shall apply. (6.1 m) high building with ceiling sprinklers designed for a minimum 0.8 gpm/ft2 (32.6 mm/mm) density over 2500 ft2 (232 m2) and no in-rack sprinklers required as shown in Figure 17.2.1.4(a) Maximum 10 ft (3.0 m) storage in a maximum 20 ft (6.1 m) high building with ceiling sprinklers designed for a mini- mum 0.45 gpm/ft2 (18.3 mm/mm) density over 2000 ft2 (186 m2) and one level of in-rack sprinklers required at alternate transverse flues as shown in Figure 17.2.1.4(b) Maximum 10 ft (3.0 m) storage in a maximum 20 ft (6.1 m) high building with ceiling sprinklers designed for a minimum 0.3 pm/ft2 (12.2 mm/mm) density over 2000 ft2 (186 m ) and one level of in-rack sprinklers re- quired in every transverse flue as shown in Figure 17.2.1.4(c) Maximum 15 ft (4.6 m) storage in a maximum 25 ft (7.6 m) high building with ceiling sprinklers designed for a minimum 0.45 gpm/ft2 (18.3 mm/mm) density over 2000 ft2 (186 m2) and one level of in-rack sprinklers re- quired at alternate transverse flues as shown in Figure 17.2.1.4(d) / Maximum 15 ft (4.6 m) storage in a maximum 25 ft (7.6 m) high building with ceiling sprinklers designed for a mini- mum 0.3 gpm/ft2 (12.2 mm/mm) density over 2000 ft2 (186 m2) and one level of in-rack sprinklers required in every transverse flue as shown in Figure 17.2.1.4(e) Maximum 20 ft (6.1 m) storage in a maximum 25 ft (7.6 m) high building with ceiling sprinklers designed for a 17.2.1.4" Exposed unexpanded Group A plastics protected with control mode density/area sprinklers shall be protected in-accordance with one oLeJolkwing: (1) Maximum 10 ft (3.0 m) storage in a maximum 20 ft Single-, double-, and multiple-row racks 0.30 gpm/ft2 per 2000 ft2 (12.2 mm/min per 186 m2) Single-, double-, and multiple-row racks 0.45 gpm/ft2 per 2000 ft2 (18.3 mm/min per 186 m2) <5 ft (1.5 m) clearance to ceiling 5 ft to 10 ft (1.5 m to 3.0 m) clearance to ceiling L1L1IIIHIIILL1E1L1IIIIHIII EIEILIIIIIIIIIII L1L1LIiliiIIIii A El El AI I I IAI I I I IEl AAI I I IAI I I I I El S El El SL I I I I s I I I I I I II I I I I E oo EI I I Ii I I I I EEI I I IEI I I I .IIIJ1II :I :I :I 1 :1 :1 :1 :1 11111 Plan View Plan View ThI I I II I I I I ThI I I II I I I I II I I I I I I II I I I I Elevation View Elevation View Note: Each square represents a storage cube measuring 4 ft to 5 ft (1.2 m to 1.5 m) on a side. Actual load heights can vary from approximately 18 in. (450 mm) up to 10 ft (3.0 m). Therefore, there could be as few as one load or as many as six or seven loads between in-rack sprinklers that are spaced 10 ft (3.0 m) apart vertically. FIGURE 17.2.1.2.1(a) Storage 5 ft to 10 ft (1.5 m to 3.0 m) in Height with Up to 10 ft (3.0 m) Clearance to Ceiling. 2016 Edition KLAUSaULIcNhK. NO otner reproauction or transmission in any torrn perrnittea wiThout written permission ot Nbi-A. i-or inquires or to report unautrionzeo use, contact iicensing(qntpa.org. PROTECTION OF RACK STORAGE OF PLASTIC AND RUBBER COMMODITIES 13-205 Single-, double-, and multiple-row racks Single-, double-, and multiple-row racks 0.60 gpm/ft2 per 2000 ft2 0.30 gpm/ft2 per 2000 ft2 (24.4 mm/min per 186 m2) (12.2 mm/min per 186 m2) Uptoloft(3.om) Uptol0ft(3.om) clearance to ceiling clearance to ceiling See Note 2 See Note 1 8 ft (2.4 m) maximum between sprinklers __ ___ 111111111 HI-10911111 I I Ii I I I I AAR LI I I I El i ii i 0 si sL' F-1 El I U i I UI IllI E llIll EE llll E IllIl tIt1t1 1 :1 :1 :1 1 :1 :1 :1 :1 JIJII:I I I t I Plan View Plan View Plan View I I I IJ I I I I AoAQ:T=1 AH E] I I I II I I I I E SL Eii I I I I I I I I I I E I I lEt I I I I Elevation View Elevation View Elevation View Notes: Single level of in-rack sprinklers (K-5.6 (80) or K-8.0 (115) operating at 15 psi (1.0 bar) minimum] installed as indicated in the transverse flue spaces. Where sprinklers listed for storage use are installed at the ceiling only and the ceiling height in the protected area does not exceed 22 ft (6.7 m) and a minimum clearance of 5 ft (1.5 m) and the storage height does not exceed 15 ft (4.6 m), the ceiling sprinkler discharge criteria shall be permitted to be reduced to 0.45 gpm/ft2 per 2000 ft2 (18.3 mm/min per 186 m2). Each square represents a storage cube measuring 4 ft to 5 ft (1.2 m to 1.5 m) on a side. Actual load heights can vary from approximately 18 in. (450 mm) up to 10 ft (3.0 rn) Therefore, there could be as few as one load or as many as six or seven loads between in-rack sprinklers that are spaced 10 ft(3.0 m)apart vertically. INFPA 13 CRITERIA I FIGURE 17.2.1.2.1(b) Storage 15 ft (4.6 m) in Height with Up to 10 ft (3.0 m) Clearance to Ceiling. (7) minimum 0.6 gpm/ft2 (24.4 mm/mm) density over 2000 ft2 (186 m) and one level of in-rack sprinklers re- quired at alternate transverse flues as shown in Figure 17.2.1.4(f) Maximum 20 ft (6.1 m) storage in a maximum 25 ft (7.6 m) high building with ceiling sprinklers designed for a mini- mum 0.45 gpm/ft2 (18.3 mm/mm) density over 2000 ft2 (186 m2) and one level of in-rack sprinklers required in every transverse flue as shown in Figure 17.2.1.4(g) Maximum 20 ft (6.1 m) storage in a maximum 30 ft (9.1 m) high building with ceiling sprinklers designed for a mini- mum 0.8 gpm/ft2 (32.6 mm/mm) density over 1500 ft2 (1 39 m 2 ) and one level of in-rack sprinklers required at alternate transverse flues as shown in Figure 17.2.1.4(h) Maximum 20 ft (6.1 m) storage in a maximum 30 ft (9.1 m) high building with ceiling sprinklers designed for a mini- mum 0.6 gpm/ft2 (24.4 mm/mm) density over 1500 ft2 (139 m2) and one level of in-rack sprinklers required in every transverse flue as shown in Figure 17.2.1.4(i) Maximum 20 ft (6.1 m) storage in a maximum 30 ft (9.1 m) high building with ceiling sprinklers designed for a mini- mum 0.3 gpm/ft2 (12.2 mm/mm) density over 2000 ft2 (186 m2) and two levels of in-rack sprinklers required in every transverse flue as shown in Figure 17.2.1.40) Maximum 25 ft (7.6 m) storage in a maximum 35 ft (11 m) high building with ceiling sprinklers designed for a mini- mum 0.8 gpm/ft2 (32.6 mm/mm) density over 1500 ft2 (139 m2) and one level of in-rack sprinklers required in every transverse flue as shown in Figure 17.2.1.4(j) (12) Maximum 25ft (7.6m) storage in a maximum 35 ft (11 m) high building with ceding sprinklers designed for a mini- mum 0.3 gpm/ft2 (122 mm/mm) density over 2000 ft2 (186 m2) and two levels of in-rack sprinklers required in every transverse flue as shown in jgure 17.2.1.4(1) 17.2.1.5 In-Rack Sprinkler Requirements Where Control Mode Density/Area Sprinklers Are Being Used at Ceiling. 17.2.1.5.1 In-Rack Sprinkler Clearance. The minimum of 6 in. (150 mm) vertical clear space shall be maintained be- tween the sprinkler deflectors and the top of a tier of storage. (A) Sprinkler discharge shall not be obstructed by horizontal rack members. 17.2.1.5.2 The spacing of in-rack sprinklers shall be in accor- dance with Figure 17.2.1.2.1 (a) through Figure 17.2.1.2.1(f). 17.2.1.5.3* In-rack sprinklers shall be located at an intersec- tion of transverse and longitudinal flues while not exceeding the maximum spacing rules. 17.2.1.5.4 Where distances between transverse flues exceed the maximum allowable distances, sprinklers shall be installed at the intersection of the transverse and longitudinal flues, and additional sprinklers shall be installed between transverse flues to meet the maximum distance rules. 2016 Edition Kui<utKNK. NO otrier reproduction or transmission in any torn, permitted witnout written permission at NH-A. i-or inquires or to report unautnonzed use, contact iicensing(gntpa.org. 13-212 INSTALLATION OF SPRINKLER SYSTEMS NFPA 13 CRITERIA Single-, double-, and multiple-row racks 0.80 gpm/ft2 over 1500 ft2 (32.6 mm/min over 139 m2) Single-, double-, and multiple-row racks 0.30 gpm/ft2 over 2000 ft2 (12.2 mm/min over 186 m2) 25 ft (7.6rn)11fl I El F I I I 1 I I I I 20 ft (6.1 m)j J 15 ft- (4.6 rn 171 El { 1 HI lOft (3.0rn)11fl El FIE]I I 11111 I I 5 f -ii (1.5m)ll 1:10 I I I I I I I I I Floor SRR SRR DRR MRR MRR Elevation View Note: Each square represents a storage cube measuring 4 ft to 5 ft (1.2 m to 1.5 m) on a side. Actual load heights can vary from approximately 18 in. to 10 ft (450 mm to 3.0 m). Therefore, there could be as few as one load or as many as six or seven loads between in-rack sprinklers that are spaced 10 ft (3.0 m) apart vertically. FIGURE 17.2.1.4(k) Exposed Nonexpanded Group A Plas- tics Up to 25 ft (7.6 m) in Height in Up to a 35 ft (10.7 m) High Building with One Level of Closely Spaced In-Rack Sprin- klers. 17.2.1.5.5 Where no transverse flues exist, in-rack sprinklers shall not exceed the maximum spacing rules. 17.2.15.6 In-Rk Spriii eiW rDemandThe water de- mand for sprinklers installed in racks shall be based on simul- taneous operation of the most hydraulically remote sprinklers as follows: Eight sprinklers where only one level is installed in racks Fourteen sprinklers (seven on each top two levels) where more than one level is installed in racks 17.2.1.5.7 In-Rack Sprinkler Discharge Pressure. Sprinklers in racks shall discharge at not less than 15 psi (1.0 bar) for all classes of commodities. (See Section C. 19.) - - 17.2.2 CMSA Sprinklers for Rack Storage of Group A Plastic Commodities Stored Up to and Including 25 ft (7.6 m) in Height. 17.2.2.1 Protection of single-, double-, and multiple-row rack storage for unexpanded Group A plastic commodities shall be in accordance with Table 17.2.2.1. 17.2.2.1.1 CMSA sprinklers shall not be permitted to protect storage on solid shelf racks unless the solid shelf racks are protected with in-rack sprinklers in accordance with 17.1.5. II.IuIu._ui...I i .I-.Iu NONE u ,.i.iu .i.i. ••! gi .i.iu uu...I...i .. Note: Each square represents a storage cube measuring 4 ft to 5 ft (1.2 m to 1.5 m) on a side. Actual load heights can vary from approximately 18 in. to 10 ft (450 mm to 3.0 m). Therefore, there could be as few as one load or as many as six or seven loads between in-rack sprinklers that are spaced 10 ft (3.0 m) apart vertically. FIGURE 17.2.1.4(1) Exposed Nonexpanded Group APlastics Up to 25 ft (7.6 m) in Height in Up to a 35 ft (10.7 m) High Building with Two Levels of Closely Spaced In-Rack Sprin- klers. 17.2.2.1.1.1 Where solid shelves are used, in-rack sprinklers shall be installed in every level below the highest solid shelf. 17.2.2.2 Protection shall be provided as specified in Table 17.2.2.1 or appropriate NFPA standards in terms of minimum operating pressure and the number of sprinklers to be in- cluded in the design area. 17.2.2.3 Open Wood Joist Construction. 17.2.2.3.1 Where CMSA sprinklers are installed under open wood joist construction, firestopping in accordance with 17.2.2.3.2 shall be provided or the minimum operating pres- sure of the sprinklers shall be 50 psi (3.4 bar) for a K-11.2 (160) sprinkler or 22 psi (1.5 bar) for aK-16.8 (240) sprinkler. 17.2.2.3.2 Where each joist channel of open wood joist con- struction is fully firestopped to its full depth at intervals not exceeding 20 ft (6.1 m), the lower pressures specified in Table 17.2.2.1 shall be permitted to be used. 17.2.2.4 Preaction Systems. For the purpose of using Table 17.2.2.1, preaction systems shall be classified as dry pipe systems. 17.2.2.5 Building steel shall not require special protection where Table 17.2.2.1 is applied as appropriate for the storage configuration. 2016 Edition I FM CRITERIA - WAREHOUSE I F Table 8, Ceiling-Level Protection Guidelines for Class 4 and Cartoned Unexoanded Plastic Commodities in Onen-Frame Rack Storane Arranaements 1 Protection of Class 4 and Cartoned Unexpanded Plastic Commodities in Open-Frame Storage Racks; No. of AS @ psi (bar) Max. Wet System, 160°F (70°C) Nominally Rated, Pendent Sprinklers Wet System, (701C) Nominally Rated, Upright Dry System, 280°F Ceiling Sprinklers (140°C) Nominally Height, Rated, Upright ft (m) Sprinklers Quick Response Standard Response Quick Response Standard Response Standard ponse _Res K11.2 K14.0 K16.8 K22.4 K25.2 K25.2EC K11.2 K14.0 K19.6 K25.2 K11.2 1<14.0 K16.8 K25.2EC K11.2 1<16.8 K25.2 K11.2 K16.8 K25.2 (K160) (K200) (1<240) (K320) (K360) (K360EC) (K160) (1<200) (1<280) (K360) (1<160) (K200) (K240) (K360EC) (K160) (1<240) (K360) (1<160) (K240) (K360) 10(3.0) 1.'2@ 9 A 97 9' i2C TOs 1i•, . Y . . 16@7 16@7 16@7 ' S a 2 2. 1 12 1 1. a 1 1 a 1 1 (05) (05) (05) 15(4.5) 15 1 1 111 1 . 1 120@16 20@7 20@7 2 1 2 11 41 a 1 2 4 12 12 S S 1 5 1 ,' 11 12 11 1. 1 I' 4 a 22 1 a ) s 5 (1.1) (0.5) (0.5) 20(6.0) 12-a 3 1 '2 3 I a 1 12 'a 20 @30 20 @13 20 @7 25(7.5) 15@65 )aj 1 '- -1 15@6 15@1 5 . 21j, (21) (09) (05) I@65 15@41 5@6 20@65 20@29 20@13 (45) (4W 3 12 f5 H2 (45) (29) 1 1 '11 " (45) 41 5a (45Y / (20) 4 '2a2 (45) (20) (09) 30@20 30(9.0) 12 12J 7Hl2212R'2 L ii 4 1 4 1i1 ,2 1 L 11 I (21) 4 (1.4) 35(10.5) 15@25(,' 8@40 1411 1Sj, J'' (1.7) 40(120) 79 1-5 An acceptable alternative design is 8 @ 40 (2.8) when a 12 ft (3.6 m) maximum linear spacing is used Ceiling level sprinklers (plus 2 levels of in-rack sprinklers) NOTE: See Table 13 below for overhead design justification. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 23 FM CRITERIA I 2.2.3.3 Portable Racks 2.2.3.3.1 Portable racks with bottoms at least 70% open: Treat as open-frame rack storage as long as the storage within the portable rack (1) allows heat from a fire to vent vertically up through the portable rack, and (2) allows water to penetrate down through the portable rack, and (3) does not absorb water. Otherwise, treat the portable rack as having a solid bottom. 2.2.3.3.2 Portable racks with solid bottoms or bottoms less than 70% open: Limit the footprint size of a portable rack to a maximum of 20 ft2 (2.0 m2) and provide minimum 3 in. (75 mm) wide flue spaces around all sides of the portable rack. Protect such a portable rack arrangement in accordance with the guidelines for open-frame rack storage as outlined in Section 2.3.3.7. As an alternative, limit the footprint size of a portable rack to a maximum of 40 ft2 (4.0 m2) and equip the portable rack with three full-height, fixed-in-place, solid wooden or noncombustible sides that will inhibit horizontal fire spread. Protect such a portable rack arrangement in accordance with the guidelines for solid-piled storage as outlined in Section 2.3.3.7. 2.2.3.3.3 Treat portable racks that do not meet the guidelines in Sections 2.2.3.3.1 or 2.2.3.3.2 as rack storage having solid shelves. Size the shelf area using the guidelines for rack storage. 2.2.3.3.4 If ceiling-only protection options are not available from the applicable protection table, then limit the storage area of the portable racks to a maximum of 100 ft2 (9.3 m2), as defined by a minimum 8 ft (2.4 m) wide clear space on all sides of the storage area, and limit the storage height to a maximum of 10 ft (3.0 m) for cartoned commodities or 5 ft (1.5 m) if the commodity hazard is uncartoned plastics. Base the automatic sprinkler system design requirements on the occupancy surrounding the portable storage instead of the portable storage itself. 2.2.3.4 Movable Racks Protect rack storage in movable racks as multi1 Protection not required to be treated as I via flexible in-rack sprinkler system connection in-rack sprinklers. _ solid shelving if in the first tier (4-5 ft) I ___ 2.2.4 Open-Top Containers Maintained in Storage Racks 2.2.4.1 Eliminating the Hazard Associated with Open-Top Noncombustible Containers Maintained in Storage Racks 2.2.4.1.1 Open-top noncombustible containers stored in racks can be treated as closed-top noncombustible containers when: All of the storage located below the open-top noncombustible containers is either noncombustible or in noncombustible containers, or All of the open-top noncombustible containers are located on the bottom tier of the storage rack. 2.2.4.1.2 When none of the guidelines in Section 2.2.4.1.1 are satisfied, protect the open-top noncombustible containers in accordance with Section 2.2.4.3. 2.2.4.2 Eliminating the Hazard Associated with Open-Top Combustible Containers Maintained in Storage Racks 2.2.4.2.1 Open-top combustible containers stored in racks can be treated as closed-top combustible containers when all open-top combustible containers are located on the bottom tier of the storage rack. Note, if the open-top containers are a higher commodity hazard than the storage located in the tier levels above them, this option is only applicable if the sprinkler protection is capable of adequately protecting these containers as if they were closed-top and stored throughout the entire height of the rack. 2.2.4.2.2 When the guidelines in Section 2.2.4.2.1 are not satisfied, protect the open-top combustible containers in accordance with Section 2.2.4.3. 2.2.4.3 Protection for Open-Top Containers Maintained in Storage Racks 2.2.4.3.1 Open-Frame Racks or Racks with Solid Shelves up to 64 ft2 (6.0 m2) in Area ©2010-2021 Factory Mutual Insurance company. All rights reserved. I FM CRITERIA I Will open-top containers Yes Are n-rack sprinklers Yes In-rack sprinklers be stored within recommended in will be needed. the racks? Section 2.2.4? No No Will the Will the rack storage Will rack storage No arrangement qualify as arrangement qualify a No racks with solid shelves the maximum Yes In-rack sprinklers open-frame per greater than 64 ceilina heqht be over will be needed. Section 2.2.3.2? (6.0 m) per 3 ft ( .0 m)? Section 2.2.3.2? Yes Yes No Yes Are there any coiling- Will the commodity Will the only protection options from No /lsprink'\ era hazard be Class 1 4 No storage height No the applicable protection tables (Tables 7 Through 11, llbneeded. or cartoned be greater than 10 It 14a, 14b, plastics? (3.0 m)? or 17b)? Yes Yes Will the available water Will supply be able to meet No the flow and pressure In-rack sprinklers the storage be maintained Yes demand of a ceiling- will be needed, in open-top only protection containers? option No Yes Yes Will the Will the available water In-rack sprinklers In-rack sprinklers Yes storage height No supply be able to meet No the flow and pressure are not needed, will be needed, be greater than 15 ft (4.5 m)' demand of a ceiling- only protection option? In-rack sprinklers will be needed. No Will the available water supply be able to mae the flow and pressure demand of a ceiling- Nonly protection oP5on?on? In-rack sprinklers are not needed. In-rack sprinklers will be needed. Fig. 3. Flowchart for evaluating the need for in-rack sprinklers 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 48 FM Global Property Loss Prevention Data Sheets IFM CRITERIA IlCEILING HEIGHT> 30 FTI Will the depth of single-row racks be j-i See Figure than 3 It (0.9 on) I See Section 2.2,410 • — cofltainebest%red Yes rnconde a of eh r?onlal Only in first tier (4-5 ft) within the( r-oack sprinkler 2>m—S Section 2.2.4.1.1 Will the verflcal clearance etween the top of storage y The in.rack sprinkler arrangement Shown ie and the in-rack sprinkler Figure lie will be detlectors bee bin, (150 mm)? needed. No Will theracks be a tapped m Yes Will Ile gh lty Yes hi are The crreck spookier in in a storage Italia e hazard be on ananed barne it 7. m)? cc.poette No g.r are No No The in-tuck spnnkler The in-rack pn'nkl sh.ner Figures08. it, 2j end 110 FigurJ8, ii. 2j andlie are acceptable. are Will the each storage arrangement Yes Will solid shelvol es as Will the maximum es Will I Yes highest commodity The in -rack spnnitler Ity k with m 4 h(6 Onrl of bnr) h d b anangnments shown in Figures are ft 2j ii pm Section "s. 2.2.3.2? be 2 It)? nca on plastics. No The in-rack spunkIer \ I The in-rack spunkIer arrangement shown in I I arrangement shown in Figures 811, 2j and ha j Figures 8.11. 2j and lie are acceptable. / 5 are acceptable. Will the rack storage arrangement quahfy as racks with solid Yes Will the mavimum Will the Yes highest commodity Yes Th 'tr- k kl shelves> 20 i t(' (2.0 m5 storage hni9ht be >2 5(1. m)? haeard be uncartoned arnan emert 5rown in Ft ure ilk will and ct.64 ty (6.om5 per So two plastics? 6e needed. 2,2.3.2? No No No The in-rack sprinkler Them -reck sprinkler anangement shown in 8,11. 2j and ha arrangement shown mFigures Figures 8.11, 2j and ita are ecceptoble. are acceptable. Yes Viiiii Yes Will the Will Yes maoirttra e the highest highest commodity the the maxi in The in-rack sgnonwkler hmght be> 25t commod7haeerd O hn Figutes 8, ii. 2j end 110 ¶:31 asc am acceptable. No - No The in-rack sprinkler arrangement shown in Figures 8,11. 2j and lie are acceptable. The in-rack spenkim arrongements shown In Figures 11 and ha are accnptabte. Will the Yes The in-tack spnnkler .Will commodity arrangemnnl shosse in hazard be Frgorn ha will Ueca000ed be needed (TTigahu teowsj c l:i:T::d::nlbo . rwn:l:rrinn). Fig. 5a, Recommended horizontal in-rack sprinkler arrangements for single-row racks over 3 ft (0.9 in) deep ©2010-2021 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 53 Max. 10 ft (3.O m) X x Ix x I Pallet Max. 10 ft Load (3.O m) hlSm) X rr x X x X x x Max.181n. (450 mm) Face Sprinkler Loading Aisle Fig. 10. Plan view of IRAS(EO) horizontal in-rack sprinkler arrangement for multiple-row racks Max. 8 ft (2.4 m) In-Rack Sprinkler )x x I Pallet Load X_X_xL2 Mm. 2 ft (0.6 M) Fig. 11. Plan view of IRAS(E) horizontal in-rack sprinkler arrangement for single-row racks ©2010-2021 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 50 FM Global Property Loss Prevention Data Sheets IFM CRITERIA IlCEILING HEIGHT> 30 FTI containers sore Ingm. tied horizontal recom ended horizontal ~k sprinkle, Only in first tier (4-5 ft) with in dhe racks? Ji in-rack sprinkler See Section 2.2.4.1.1 Will the vertical clearance The in-rack sprinkler between the rope! Yes arrangement shown in and the in-rack sprinkler F. re 13 will be deflectors be <6 fl. (150 mm)? needed. No Will the racks bee ui ed Yes Will Yes the max imom Will the - high est commodtty Yes The in.rack sprinkler with horionl storage height be c 2Y It (7.5 nn)? hazard be arrangements shown in Figarns 2k and 13 ore barriers? oecartond acceptable plastics. No No No The in-rack sprinkler The in-rack sprinkler arrangement shown in arrangement shown tn Fi ares 9a.1 2a, 2k, Figures 9a,12a. 2k, an 13 are acceptable. and 13 are acceptable. Will the rack storage arroegenlent Yes Will sold shelves Yes WI We maximam y Will We Yes The in-rack sprinkler 0 highest commodity qualify as racks aeW sabd shelves <64 fti (6.0 mx) r 64 ftt (6.0 mx) be tnstalled? storage height be arrangements Shown in hazard be Figures 2k and 13 are per Section a 25 ft (7.5w)? oecartoned acceptable 2.2.3.2? plastics? No No No No The in-rack sprinkler The in-rack sprinkler and013 are acceptable. antf 13 are acceptable. ill the rack arrangementS as racks with soltd <i~~ge <20 ft (2.0 mx) Ye Wit! thn maotmurnYes storage hetht be arrangement shown ins The in-tack sprinkler ll 5.0mx)>2 5(7. m)? Figure13will&64 Section beneededer The in-rack sprinkler arrangement shown in Figures 9a.1 2a. 2k. and 13 are acceptable. he mme ity Yes hazard be "I U Yes ceilingfthei m: )-\-( The in-mck rr.ne.e )Th.i No No N o in kl,! tire 13 il I g no. a ji~e in rac k, Willm In i'-"c k an 13 are acceptable. The in-rack sprinkler arrangement shown in Figures 12a and 13 are acceptable. Fig. 6a Recommended horizontal in-rack sprinkler arrangements for double-row racks over Oft (2.7 m) deep ©2010-2021 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 55 IFM CRITERIA 7] Max. 8ft Mm. 2 I (2.4m) (0.6 m) Ix' lxi H H X Load x x x x x X x x x x x x Pallet I I I L/,) I In-Rack Sprinkler I Fig. 13. Plan view of IRAS(E) horizontal in-rack sprinkler arrangement for double-row racks (face and flue) I Max. 8 ft (2.4m) X x x x X x x x Pallet Max. 5ft rx x x Load x (1.5m) X x x x X x x X x x X x x X X X Max.l8in. \ (450 mm) Face Sprinkler Loading Aisle Fig. 14. Plan view of IRAS(E) horizontal in-rack sprinkler arrangement for multiple-row racks in-rack sprinklers in every transverse flue space and between every transverse flue space so that the maximum allowable horizontal distance between in-rack sprinklers does not exceed 8 ft (2.4 m). 2.3.4.6.7 When the applicable flowchart indicates that an IRAS(E) horizontal in-rack sprinkler arrangement is acceptable, but the horizontal distance between every transverse flue space would be less than 2 ft (0.6 m), install in-rack sprinklers within the transverse flue spaces so that there is not more than 1 transverse flue space between in-rack sprinklers. 2.3.4.6.8 When solid shelves are present and in-rack sprinklers are recommended, position the in-rack sprinklers as close to the shelf openings as possible. 2.3.4.6.9 See Section 2.3.4.9 regarding in-rack sprinkler installation guidelines for Scheme 8-9A. 2.3.4.6.10 Horizontal In-Rack Sprinkler Arrangements in the Presence of Horizontal Barriers 2.3.4.6.10.1 When installed in combination with a horizontal barrier, in-rack sprinklers do not have to be positioned relative to the proximity of the transverse flue spaces unless: ©2010-2021 Factory Mutual Insurance company. All rights reserved. Storage of Class 1, 2, 3,4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets IFM CRITERIA I be stored within determine the recommended Will open-top container). See Section 2.2.4 to the racks? vertical in-rack sprinkler arrangement. i ,' Will the rack ll in-rack sprinklers m Insta s racks with solid nt storage arrangee Yes below all tier levels with solid ielves> 64 ft' (6.0 m2 64 ft2 (60 m2) alify a per Section in area. 2.2.3.2? Page 57 Only in first tier (4-5 ft) See Section 2.2.4.1.1 The maximum storage height above the top in-rack sprinkler level is 10 ft (3.0 m) Yes ( Install in-rack sprinklers I on vertical increments not exceeding 15 ft (4.5 m). Will the rack storage arrangement qualify as racks with solid shelves > 20 ft2 (2.0 m2) per Section 2.2.3.2? Will the lest commc hazard be <cartoned plastics? ~( Install in-rack sprinklers on vertical increments not exceeding 10 It (3.0 m). / Will . - the highest Yes I Install in-rack sprinklers Comm( hazard I on vertical increments s beClass 3? not exceeding 25 ft (7.5 m). Will the (not .ghest commodity Yes Install in-rack sprinklers zard be cartoned on vertical increments unexoanded exceeding 20 ft (6.0 m). Will the I St commodity Yes ( Install in-rack sprinklers I be < cartoned I on vertical increments xpanded knot exceeding 15 ft (4.5 m). Install in-rack sprinklers on vertical increments not exceeding 10 ft (3.0 m). I Fig. 15. Recommended vertical in-rack sprinkler increments I ©2010-2021 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 59 IFM CRITERIA Commodity Hazard IRAS Arrangement Maximum Storage Height Above Top IRAS Level, It (m) Maximum Clearance Between Top of Storage and Ceiling, ft (m) * Applicable Ceiling-Level Sprinkler Protection Table Ceiling Height in Applicable Protection Table, ft (m) Class 1, 2 and 3 IRAS(EO) 5(1.5) 5(1.5) 7 10(3.0) 20(6.0) 7 20(6.0) 10(3.0) 20(6.0) 7 20(6.0) IRAS(E) 5(1.5) 10(3.0) 7 10(3.0) 20(6.0) 7 20(6.0) 10(3.0) 20(6.0) 7 20(6.0) Class 4, Cartoned Unexpanded Plastics and Cartoned IRAS (EO) 5(1.5) 5(1.5) 8 10(3.0) 20(6.0) 8 15(4.5) 10(3.0) 15(4.5) 8 15(4.5) 20(6.0) 8 20(6.0) Expanded Plastics IRAS (E) 5(1.5) 10(3.0) 8 10(3.0) 20(6.0) 8 15(4.5) ____________ 10(3.0) 20(6.0) 8 15(4.5) Uncartoned Unexpanded Plastics and Uncartoned Expanded Plastics IRAS (EO) 5(1.5) ____________ 5(1.5) 8 10(3.0) COMPONEN1 ROOM 20(6.0) 8 15(4.5) 10(3.0) 5(1.5) 8 15(4.5) 15(4.5) 10 15(4.5) 20(6.0) 10 20(6.0) IRAS (E) 5(1.6)I 5 (1,5)_ 20(6.0) 8 8 10(3.0) 15(4.5) 10(3.0) 5(1.5) 8 15(4.5) 10(3.0) 8 20(6.0) 15(4.5) 10 15(4.5) 20(6.0) 10 20(6.0) * When this distance is greater than 20 ft (6.0 m), see Section 2.3.3.7.3 for guidance. 2.3.4.8.2.2 Use the ceiling height indicated for an IRAS(E) arrangement when in-rack sprinklers are used in combination with horizontal barriers or when in-rack sprinklers are installed under solid shelves. 2.3.4.8.2.3 Balance the ceiling-level sprinkler system water demand with the in-rack sprinkler system water demand at the point where the two systems are connected. 2.3.4.9 Design Guidelines for Fire Protection Scheme 8-9A See Appendix A, Fire Protection Scheme 8-9A, for a description of the intent of this protection arrangement as well as an example of its use. 2.3.4.9.1 Dedicated Storage Rack Establish a dedicated storage rack (or racks) where all of the high-challenge commodities will be maintained. If this storage rack will not be solely dedicated to the storage of high-challenge commodities then either (1) extend the Fire Protection Scheme 8-9A (i.e. Scheme 8-9A) protection horizontally one pallet load in all directions beyond the designated high-challenge commodities storage area, or (2) install a vertical barrier to segregate the high-challenge commodities from any adjacent commodities. Commodities that can be protected by the ceiling-level sprinkler system can be stored vertically above as well as horizontally adjacent to the portions of the storage rack equipped with Scheme 8-9A protection. 2.3.4.9.2 Horizontal Barriers Install horizontal barriers in accordance with Section 2.3.4.6.1.5. Horizontal barriers are needed at every tier level of the dedicated storage rack if the rack is equipped with solid shelves. If the dedicated storage rack is open-frame (see Section 2.2.3.2 for the guidelines that allow storage racks to be treated as open-frame rack storage) the maximum vertical distance between horizontal barriers is 12 ft (3.6 m). ©2010-2021 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 51 IFM CRITERIA I I-------------------------------------------Table 14. Hose Demand and Water Supply Duration Design Guidelines No. of Sprinklers in Ceiling Hose Demand, gpm Sprinkler Type by Spacing Design (U mm) Duration, mm Standard-coverage Up to 12 250 (950) 60 13 to 19 500 (1,900) 90 20 or more 500 (1,900) 120 Extended-coverage Up to 6 250 (950) , 60 37 to 9 500 (1,900) 90 10 or more 500 (1,900) 120 ° When the maximum linear spacing is 12 ft (3.7 m), the hose demand can be 250 gpm (950 L/min) and the duration can be 60 minutes, 2.3.5.2 Hose Connections Provide permanent small hose lines (1-1h in. [40 mm]) not exceeding 100 ft (30 m) in length, capable of reaching all storage areas to aid in potential initial-stage firefighting as well as for after-extinguishment mop-up operations. Supply small hose lines from any of the following: A separate piping system for small hose stations, or Valved hose connections on sprinkler risers where such connections are made upstream from all sprinkler control valves, or Adjacent sprinkler systems, or Ceiling sprinklers in the protected area when separately controlled in-rack sprinklers are provided It may be preferable from an operations standpoint to locate hose stations on the ends of racks or storage piles rather than in aisles. In freezers, or other areas subject to freezing, consider the number, location, and arrangement of hose stations. 2.3.6 Special Applications 2.3.6.1 Ceiling-Only Sprinkler Protection for Class 1, 2 and 3 Commodities Protected by Dry-Pipe and Similar Sprinkler Systems for Ceiling Heights Over 30 ft (9.0 m) In addition to the protection design guidelines in Tables 2 and 7 for the protection of Class 1, 2, and 3 commodities by ceiling-level sprinklers on dry-pipe and similar sprinkler systems in storage areas having a maximum ceiling height of 30 ft (9.0 m) in Table 2 and 7, ceiling-level protection without the need for in-rack sprinklers is also available for these commodities for ceiling heights over 30 ft (9.0 m) and up to 55 ft (16.5 m) high in accordance with this section. 2.3.6.1.1 Acceptable storage arrangements include solid-piled, palletized, shelf, bin-box, and open-framed racks. Note that push-back type flow-through racks do not qualify as open frame racks for this protection guidance. 2.3.6.1.2 Use FM Approved, upright, standard-response ceiling-level Storage sprinklers having a nominal temperature rating of 280°F (140°C) on a tree-type dry-pipe or similar sprinkler system. Dry-pipe, non- interlocked pre-action and single-interlock pre-action sprinkler systems are acceptable for ambient temperatures that will not drop below 16°F (-9°C). For ambient temperatures that can drop below 16°F (-9°C) install sprinklers only on a refrigerated area sprinkler system that is in accordance with both Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, and Data Sheet 8-29, Refrigerated Storage. 2.3.6.1.3 If sprinkler protection will be installed using non-interlocked pre-action, single-interlocked pre-action or refrigerated-area sprinkler'systems, follow the guidelines outlined in Data Sheet 5-48, Automatic Fire Detection, and Data Sheet 8-29, Refrigerated Storage, regarding the proper installation of the detection system that will be used for releasing the pre-action valve. 2.3.6.1.4 See Table 14a to determine the available ceiling-level sprinkler system design options for Class 1 and 2 commodities or Table 14b for Class 3 commodities. Rack HPS Room 9303 ©2010-2020 Factory Mutual Insurance Company. All rights reserved. i s : ''" •• - :: .. ULtCSYS1'EM - i&,røte.c1h it y 49 . yrui;caU Desigflè( -- - - • toic Sprinkler Ss WX !èr : • -- • - • - - .-. tItèdE::.: ATTACHMENT #6B AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS INCOMING & RECEIVING (RM 9304), SAMPLING ROOM (RM 9305) CEILING SPRINKLER SYSTEM (INSTALLED PER FM GLOBAL) A NON HIGH-PILED STORAGE KLAUS ULKNhK. NO otner reprocuction or transmission in any tomi permittea witnout written permission or NH-A. 1,-or inquires or to report unauttronzed use, contact iicensingmjntpa.org. IF00R STORAGE (MISCELLANEOUS STORAGE) I 13-153 Table 12.12.2.2.3 ESFR Sprinkler Protection for Indoor Storage of Idle Plastic Pallets INFPA 13 CRITERIA I Maximum Storage Maximum Minimum Operating Height Ceiling/Roof Height Pressure Type of Sprinkler Location of Nominal ft In ft m psi bar (Orientation) Storage K-Factor 140 25 7.6 30 9.1 50 3.4 (200) 25 7.6 32 10 60 4.1 On floor or rack 25 7.6 30 9.1 35 2.4 ESFR (pendent) without solid shelves 16.8 (240) 25 7.6 32 10 42 2.9 35 11 40 12 52 3.6 12.12.2.2.4.2 Where plastic pallets are stored without cutoffs from other storage, the following shall apply: Maximum storage height of 10 ft (3.0 m) Maximum ceiling height of 30 ft (9.1 m) Sprinkler density 0.6 gpm/ft2 over 2000 ft2 (24.4 mm/ min over 186 m2) Minimum sprinkler K-factor of 16.8 (240) 12.12.2.2.4.3 Plastic pallets shall have no impact on the re- quired sprinkler protection when stored as follows: Storage shall be piled no higher than 4 ft (1.2 m). Sprinkler protection shall employ high temperature- rated sprinklers. Each pallet pile of no more than two stacks shall be sepa- rated from other pallet piles by at least 8 ft (2.4 m) of clear space or 25 ft (7.6 m) of stored commodity. Minimum ceiling design of OH2 shall be used. 12.12.2.3 Idle plastic pallets shall be stored only in racks where protected in accordance with the requirements of Table 12.12.2.2.3. 12.12.2.3.1 When specific test data and a product listing are available, the data shall take precedence in determining the required protection of idle plastic pallets stored in racks. 12.12.3 Idle Pallets Stored on Racks, on Shelves, and Above Doors. 12.12.3.1 Idle pallets shall not be stored on racks or shelves, except where permitted in 12.12.1.3, 12.12.2.3, and 12.12.3.2. 12.12.3.2 Idle pallets shall be permitted to be stored on the lowest level of storage only where no storage or shelves are lo- cated above the stored pallets and the applicable protection cri- teria referenced for on-floor storage in Section 12.12 are applied. 12.12.3.3 Where idle pallet storage is above a door, the idle pallet storage height and ceiling height shall be calculated from the base of storage above the door using the applicable protection criteria referenced in Section 12.12. 12.12.4 High-Expansion Foam - Reduction in Ceiling Den- sity. A reduction in ceiling density to one-half that required for idle pallets shall be permitted without revising the design area, but the density shall be no less than 0.15 gpm/ft2 (6.1 mm/mm). Chapter 13 Protection of Miscellaneous and Low-Piled Storage 13 11 This chapter shall apply to any of the following situa- tions: Miscellaneous storage of Class I through Class IV com- modities up to 12 ft (3.7 m) in height Miscellaneous storage of Group A plastics up to 12 ft (3.7m) in height Miscellaneous storage of rubber tires up to 12 ft (3.7 m) in height Miscellaneous storage of rolled paper up to 12 ft (3.7 m) in height Storage of Class I through Class IV commodities up to 12 ft (3.7 m) in height as directed by 14.2.3.1 and 16.2.1.2.1 Storage of Group A plastics up to 5 ft (1.5 m) in height as directed by15.2.1 and 17211 13.1.2 Hose Connections. Hose connections shall not be re- quired for the protection of miscellaneous storage. 13.1.3 Solid Shelf Racks. 13.1.3.1 For storage of Class I through Class IV 12 ft (3.7 m) or less in height that does not meet the definition of Miscella- neous Storage that is on solid shelf racks, in-rack sprinklers shall be provided in accordance with 16.1.6, and ceiling sprinkler protection shall be provided in accordance with Chapter 13. 13.1.3.2 For storage of Group A Plastics 5 ft (1.5 m) or less in height that does not meet the definition of Miscellaneous Stor- age that is on solid shelf racks, in-rack sprinklers shall be pro- vided in accordance with 17.1.5, and ceiling sprinkler protec- tion shall be provided in accordance with Chapter 13. 13.2 Design Basis. 13.2.1 The protection criteria shall be selected from Table 13.2.1 and Figure 13.2.1. 13.2.2 Installation criteria as permitted by NFPA 13 and de- sign criteria and modifiers as permitted by the density/area method of Chapter 11 for ordinary hazard Group 1, ordinary hazard Group 2, extra hazard Group 1, and extra hazard Group 2 occupancies shall be applicable. 2016 Edition y-axis 3.0 m 6.1 m 9.1 m 40 10 ID C.) x-axis 10 20 30 Ceiling height (ft) Note: y=:lx-+ 55 for U.S. Customary Units IcLAusbI<UUISNuK. NO other reproduction or transmission in any torn, permitted without written permission or Ni-F'A. For inquires or to report unauthorized use, contact iicensingntpa.org. 13-144 INSTALLATION OF SPRINKLER SYSTEMS 11.2.3.2.3 Quick-Response Sprinklers. 11.2.3.2.3.1 Where listed quick-response sprinklers, includ- ing extended coverage quick-response sprinklers, are used throughout a system or portion of a system having the same hydraulic design basis, the system area of operation shall be permitted to be reduced without revising the density as indi- cated in Figure 11.2.3.2.3.1 when all of the following condi- tions are satisfied: Wet pipe system Light hazard or ordinary hazard occupancy 20 ft (6.1 m) maximum ceiling height No unprotected ceiling pockets as allowed by 8.6.7 and 8.8.7 exceeding 32 ft2 (3.0 m2) No unprotected areas above cloud ceilings as allowed by 8.15.24 Note: y = —4.8x + 54.6 for S.I. Units For ceiling height a10 ft and 1520 ft y = ZLx + 55 For ceiling height <10 ft, y = 40 For ceiling height >20, y = 0 For SI units, 1 ft = 0.31 m. FIGURE 11.2.3.2.3.1 Design Area Reduction for Quick- Response Sprinklers. 11.2.3.2.3.2 The number of sprinklers in the design area shall never be less than five. 11.2.3.2.3.3 Where quick-response sprinklers are used on a sloped ceiling or roof, the maximum ceiling or roof height shall be used for determining the percent reduction in design area. 11.2.3.2.4 Sloped Ceilings. The system area of operation shall be increased by 30 percent without revising the density when the following types of sprinklers are used on sloped ceilings with a pitch exceeding 1 in 6 (a rise of 2 units in a run of 12 units, a roof slope of 16.7 percent) in nonstorage applications: Spray sprinklers, including extended coverage sprinklers listed in accordance with 8.4.3(4), and quick-response sprinklers CMSA sprinklers 11.2.3.2.5* Dry Pipe and Double Interlock Preacfion Systems. For dry pipe systems and double interlock preaction systems, the area of sprinkler operation shall be increased by 30 per- cent without revising the density. 11.2.3.2.6 High-Temperature Sprinklers. Where high- temperature sprinklers are used for extra hazard occupan- cies, the area of sprinkler operation shall be permitted to be reduced by 25 percent without revising the density, but not to less than 2000 ft2 (186 m2). 11.2.3.2.7* Multiple Adjustments. 11.2.3.2.7.1 Where multiple adjustments to the area of opera- tion are required to be made in accordance with 11.2.3.2.3, 11.2.3.2.4, 11.2.3.2.5, or 11.2.3.2.6, these adjustments shall be compounded based on the area of operation originally se- lected from Figure 11.2.3.1.1. 11.2.3.2.7.2 If the building has unsprinklered combustible concealed spaces, the rules of 11.2.3.1.4 shall be applied after all other modifications have been made. 11.2.3.3 Room Design Method. 11.2.3.3.1* The water supply requirements for sprinklers only shall be based upon the room that creates the greatest de- mand. 11.2.3.3.2 The density selected shall be that from Figure 11.2.3.1.1 corresponding to the occupancy hazard classifica- tion and room size. 11.2.3.3.3 To utilize the room design method, all rooms shall be enclosed with walls having a fire-resistance rating equal to the water supply duration indicated in Table 11.2.3.1.2. 11.2.3.3.4 If the room is smaller than the area specified in Figure 11.2.3.1.1, the provisions of 11.2.3.1.4(1) and 11.2.3.1.4(2) shall apply. 11.2.3.3.5 Minimum protection of openings shall be as fol- lows: Light hazard - Nonrated automatic or self-closing doors. Light hazard with no opening protection —Where open- ings are not protected, calculations shall include the sprinklers in the room plus two sprinklers in the commu- nicating space nearest each such unprotected opening unless the communicating space has only one sprinkler, in which case calculations shall be extended to the opera- tion of that sprinkler. The selection of the room and com- municating space sprinklers to be calculated shall be that which produces the greatest hydraulic demand. For light hazard occupancies with unprotected openings in walls, a minimum lintel of depth of 8 in. (200 mm) is required for openings and the opening shall not exceed 8 ft (2.4 m) in width. It shall be permitted to have a single opening of 36 in. (900 mm) or less without a lintel, provided there are no other openings to adjoiningspaces. Ordinary and extra hazard - Automatic or self-closing doors with appropriate fire resistance ratings for the enclosure. 11.2.3.3.6 Where the room design method is used and the area under consideration is a corridor protected by a single row of sprinklers with protected openings in accordance with 11.2.3.3.5, the maximum number of sprinklers that needs to be calculated is five or, when extended coverage sprinklers are installed, all sprinklers contained within 75 linear feet (23 linear meters) of the corridor. 2016 Edition I eL.AUabt<UuIcNt-c. NO outer reproduction or transmission in any torn permitted without written permission or NI-F'A. For inquires or to report unauthorized use, contact iiCensiflg(9?ntpaorg. 13-154 INSTALLATION OF SPRINKLER SYSTEMS ITable 13.2.1 Discharge Criteria for Miscellaneous Storage Up to 12 ft (3.7 m) in Height INFPA 13 CRITERIA Total Combined Maximum Inside and Outside Storage Height Ceiling Height Design Curve Inside Hose Hose Duration Commodity 'i)'pe of Storage ft m ft m Figure 13.2.1 Note gpm I L/min gpm I L/min (minutes) Class I to Class W Class I 512 0.7 - - OHI 0,50, 0,190, 250 950 90 Solid-piled, 100 380 Class II 1510!93.0 - - OHI 0, 50, 0,190, 250 950 90 paticttzed bin box shelf, single 100 380 Class H >10 to >30 - - 0H2 0,50,0,190, 250 950 90 double-, 512 to 100 380 multiple-row rack, and back-to-back Class III iT 0H2 0,50, 0,190, 250 950 90 shelf storage 100 380 Class IV 510 53.0 - - 0H2 0,50, 0,190, 250 950 90 100 380 Class IV Palletized, bin box, >10 to >3.0 32 10 0H2 0,50, 0,190, 250 950 90 shelf, and 512 to 100 380 solid-piled 1 53.7 Single-, double-, >10 to >3.0 32 10 EHl 0,50, 0,190, 500 1900 120 multiple-row rack 1512 to 100 380 and back-to-back 0.7 shelf storage Group A Plastic Storage !95 51.5 - - 0H2 0,50, 0,190, 250 950 90 1 10 0 380 Solid-piled, palleUzed,binbox, shelf, single-, >5 to ~10 >1.5 to 53.0 15 4.6 EHI 0,50, 100 0,190, 380 500 1900 120 double-, multiple-row rack, and back-to-back >5 to 510 >1.5 to 53.0 20 6.1 EH2 0,50, 100 0,190, 380 500 1900 120 artonedUnexpanded and expanded shelf storage 1512 >3.0 to 53.7 17 5.2 EH2 0,50, 100 0,190, 380 500 1900 120 Solid-piled, >10 to >3.0 32 10 EH2 0,50, 0,190, 500 1900 120 palletized, bin box, !912 to 100 380 shelf, and 53.7 back-to-back shelf storage Single-, double-, >10 to >3.0 32 10 0H2 +1 0,50, 0,190, 250 950 90 multiple-row rack :512 to level 100 380 !93.7 of in-rack 2016 Edition LAUSUi<UtI<,NeK NO otner reproauction or transmission in any torm permittea without written permission ot Ni-FA. i-or inquires or to report unautnorizett use, contact iicensingipnrpa.org. PROTECTION OF MISCELLANEOUS AND LOW-PILED STORAGE 13-155 Table 13.2.1 Continued INFPA 13 CRITERIA I Total Combined Maximum Inside and Outside Storage Height Ceiling Height Design Curve Inside Hose Hose Dui-on Commodity Type of Storage ft I m ft I m Figure 13.2.1 Note gpm I L/min I gpm I L/min (minutes) Solid-piled, !95 151.5 - - 0H2 0, 50, 0,190, 250 950 90 palletized, bin box, 100 380 shelf, single-, double-, multiple-row rack, and back-to-back shelf storage Solid-piled, >5 to >1.5 28 8.5 Unexpanded palletized, bin box, !~8 to and expanded shelf, and 52.4 back-to-back shelf storage Solid-piled, >5 to >1.5 15 4.6 palletized, bin box, 1510 to shelf, single-, 53.0 double-, multiple-row rack, and back-to-back shelf storage Solid-piled, >5t0 >1.5 20 6.1 palletized, bin box, 4510 to Exposed shelf, single-, 53.0 Unexpanded double-, multiple-row rack, and back-to-back shelf storage Single-, double-, >5 to >1.5 20 6.1 Expanded multiple-row rack 1510 to <-3.0 Solid-piled, >10 to >3.0 17 5.2 palletized, bin box, 1512 to shelf, and 153.7 back-to-back shelf storage >10 to >3.0 17 5.2 Unexpanded and expanded 512 to 3.7 Single-, double-, >10 to >3.0 32 10 multiple-row rack !~12 to 53.7 EH2 0,50, 1 0,190,1 500 1 1900 1 120 100 380 El-I2 0,50, 1 0,190,1 500 1 1900 1 120 100 380 EH2 0,50, 1 0,190,1 500 1 1900 1 120 100 380 0H2 +1 0, 50, 0, 190, 250 950 90 level 100 380 of in-rack EH2 0, 50, 0,190, 500 1900 120 100 380 EH2 0, 50, 0,190, 500 1900 1 120 100 380 0H2 +1 0, 50, 0,190, 250 950 90 level 100 380 of in-rack Tire Storage On floor, on side >5 to >1.5 32 10 0,50, 0,190, 500 1900 120 512 to EH1 100 380 !93.7 On floor, on tread, 55 :51.5 - - 0H2 0,50, 0,190, 250 950 90 or on side 100 380 Single-, double-, or :55 51.5 - - 0,50, 0,190, 250 950 90 multiple-row racks 0H2 100 380 on tread or on side Tires Single-row rack, >5 to >1.5 32 10 0,50, 0,190, 500 1900 120 portable, on tread !912 to EH1 100 380 or on side :53.7 Single-row rack, >5 to >1.5 32 10 0,50, 0,190, 500 1900 120 fixed, on tread or :512 to EH1 100 380 on side :53.7 >5 to >1.5 32 10 +1 0, 50, 0,190, 250 950 90 !~12 to OH2 level 100 380 of in-rack Rolled Paper Storage Heavyweight and On end 1510 0.0 30 9.1 0H2 0, 50,0, 190, 250 950 90 mediumweight 100 380 Tissue and lightweight ' On end !C1O 0.0 30 91 EH1 0,50, 0,190, 250 950 120 100 380 2016 Edition cLAUsNi-OJt.IcNhK. NO otner reproduction or transmission in any rorni permitted witrrout written permission or NhFA. I-or inquires or to report unautnonzea use, contact Iicensing(pntpa.org. 13-156 INSTALLATION OF SPRINKLER SYSTEMS iu 4000 0 4) CL 0 3000 C 2500 co 2000 < 1500 0.05 0.10 0.15 0.20 0.25 0.30 0.35 Density (gpm/ft2) " rn )INARY HAZARD 21 372 0 4) CL 279 INFPA 13 CRITERIA I 232 a 186 139 < 0.40 FIGURE 13.2.1 Miscellaneous Storage Up to 12 ft (3.7 m) in Height - Design Curves (see Table 13.2.1). 13.2.3 Where K-11.2 (160) or larger sprinklers are used with EH or EH2 design curves from Figure 13.2.1, the design area shall be permitted to be reduced by 25 percent but not below 2000 ft2 (186 m2), regardless of temperature rating. 13.3 In-Rack Sprinklers. 13.3.1 General. In-rack sprinklers required by Table 13.2.1 shall meet the requirements of this section and the applicable storage protection and arrangement sections of this chapter. 13.3.2 Discharge Criteria. In-rack sprinklers shall have a K-factor of 5.6 (80) or larger and operate at a minimum of 15 psi (1 bar). 13.3.3 Water Demand. Where one level of in-rack sprinklers is installed for miscellaneous storage, water demand shall be based on simultaneous operation of the hydraulically most de- manding four adjacent sprinklers. 13.3.4 In-Rack Sprinkler Locations. 13.3.4.1 In-rack sprinklers for miscellaneous storage shall be located at the first tier level at or above one-half of the storage height. 13.3.4.2 Horizontal spacing of in-rack sprinklers shall not ex- ceed 8 ft (2.4 m). 13.3.4.3 In-rack sprinklers shall be located in the longitudi- nal flue at the intersection of the transverse flues while not exceeding the maximum spacing rules. 13.3.4.3.1 If no longitudinal flue is provided in single- and double-row racks, in-rack sprinklers shall be located within 12 in. (300 mm) of the center of the rack while not exceeding the maximum spacing. 13.3.4.4 Where distances between transverse flues exceed the maximum allowable distances, sprinklers shall be installed at the intersection of the transverse and longitudinal flues and additional sprinklers shall be installed between transverse flues to meet the maximum distance rules. 13.3.4.5 Where no transverse flues exist, in-rack sprinklers shall not exceed the maximum spacing rules. Chapter 14 Protection for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Class I through Class LV Commodities 14.1 General. 14.1.1 This chapter shall apply to palletized, solid-piled, bin box, shelf, or back-to-back shelf storage for a broad range of combustibles. 14.1.2 The requirements of Chapter 12 shall apply unless modified by this chapter. 14.1.3 Protection criteria for Group A plastics shall be permit- ted to be used for Class I, II, III, and 1V commodities with the same storage and height configuration. 14.2* Control Mode Density/Area Sprinkler Protection Crite- ria for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Class I Through Class 1V Commodities. 14.2.1 Protection for Class I through Class IV commodities in the following configurations shall be provided in accordance with this section: Nonencapsulated commodities that are solid-piled, pal- letized, or bin box storage up to 30 ft (9.1 m) in height Nonencapsulated commodities on shelf storage up to 15 ft (4.6 m) in height *Encapsulated commodities that are solid-piled, pallet- ized, bin box, or shelf storage up to 15 ft (4.6 m) in height Back-to-back shelf storage up to 15 ft (4.6 m) in height Encapsulated storage of solid-piled and palletized Class I through IV commodities permitted in accordance with 14.2.5 for storage heights over 15 ft (4.6 m) up to and including 20 ft (6.1 m) 14.2.2 The area and density for the hydraulically remote area and the water supply shall be determined as specified in 14.2.3 for storage up to and including 12 ft (3.7 m) and 14.2.4 for storage over 12 ft (3.7 m). 14.2.3 Protection Criteria for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Class I Through Class lv Commodities Stored Up to 12 ft (3.7 m) in Height. 14.2.3.1 The protection criteria for storage up to and includ- ing 12 ft (3.7 m) shall be the same as for miscellaneous storage selected from Chapter 13. 2016 Edition ATTACHMENT #6B AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS INCOMING & RECEIVING (RM 9304) CEILING SPRINKLER SYSTEM (INSTALLED PER FM GLOBAL) NON HIGH-PILED STORAGE 3-26 Fire Protection for Nonstorage Occupancies Page 10 FM Global -Property Loss Prevention Data Sheets Combustible occupancy: An occupancy that contains sufficient combustible materials to allow horizontal fire spread throughout a given area in the absence of sprinkler protection; or an occupancy that contains a sufficient concentration of combustibles to cause significant damage to a building. Commodity: A combination of material, external packaging (e.g., container), and material handling aids (e.g., pallets). The purpose of assigning a commodity classification is to determine the proper level of fire protection. A commodity classification is dependent on how the commodity bums and how the burning commodity responds to the application of sprinkler discharge. Refer to Data Sheet 8-1, Commodity Classification, for further information on specific commodities. Demand area: The expected area of sprinkler operation, based on the hazard being protected, used for hydraulic design purposes. In English units it is expressed in ft2; in metric units, m2 (1 ft2 = 0.093 m2). Dry-pipe sprinkler system: A sprinkler system that is located downstream of a dry-pipe valve. It is filled with a pressurized gaseous medium (typically air or an inert gas such as nitrogen) for the purpose of maintaining the dry-pipe valve closed. Upon sprinkler actuation, the pressure within the sprinkler system begins to drop until the pressure becomes too low to keep the dry-pipe valve closed. At this time the dry-pipe valve opens (trips) allowing water to fill the sprinkler system and discharge through any sprinklers that have been actuated. A dry-pipe sprinkler system is typically used in areas where the presence of water within the sprinkler system is not suitable. Density: The amount of water applied by sprinklers over a given area in a certain amount of time. In English units, it is expressed in gpm/ft2; in metric units, in mm/mm (1 gpm/ft2 = 40.74 mm/mm). Duration or system duration: Water supply system duration is a defined time period between when a fire initially activates a sprinkler system and when the fire is extinguished. Fire extinguishment usually is accomplished by the manual firefighting efforts of public fire service personnel, facility fire service personnel, or facility emergency response team personnel. Duration takes into consideration the commodity hazard's expected fire size in the presence of the system's specific sprinklers and bases the design, as well as manual extinguishment by either one or two applied hose streams. Extended-coverage sprinklers: The physical characteristics of extended-coverage (EC) sprinklers are similar to those of sprinklers for use with standard spacing. However, the deflector designs are enhanced to ensure proper uniformity and effectiveness of water distribution for the spacing and design pressures for which they are FM Approved. FM Approved: Products and services that meet the requirements for FM Approval. See the Approval Guide for a list of products and services that are FM Approved. Hose demand: The water flow required for hoses (common sizes are 2-1/2 in. and 1-1/2 in.). In English units it is expressed in gpm; in metric units, L/min. Incidental storage: Storage that is normal for an occupancy (e.g., small amounts of packaging, raw materials, or the products being made) This is likely to be at the start or end of a production line and should not exceed the height and area limitations detailed in Section 2.3.2.1 and 2.3.2.2. Library stack rooms: Rooms that house typical library bookshelves of approximately 8 ft (2.4 m) in height, containing books stored vertically on end, held in place in close association with each other, with aisles wider than 30 in. (762 mm). Low-piled storage: Storage that is in excess of the area limitations detailed in Section 2.3.2.1 and 2.3.2.2 so cannot be considered incidental storage but does not exceed the height limitations and therefore can be protected in accordance with Table 3 and does not need to be evaluated per Data Sheet 8-9. Nonstorage automatic sprinkler: A sprinkler that has been categorized by FM Global as acceptable for protecting nonstorage occupancies and/or any other low to moderate heat-release-rate fires as recommended in an applicable occupancy-specific data sheet. Nonstorage occupancy: An occupancy consisting of combustible or noncombustible materials that are not maintained in a storage arrangement. May contain incidental storage or low-piled storage. Quick-response (QR) sprinklers: QR sprinklers are similar to standard-response sprinklers, except they use a fast-response, heat-actuated element. Sprinkler demand: The amount of water flow required for sprinkler protection. In English units it is expressed in gpm; in metric units, L/min (1 gpm = 3.79 L/min). ©2019-2021 Factory Mutual insurance Company. All rights reserved. Fire Protection for Nonstorage Occupancies 3-26 FM Global Property Loss Prevention Data Sheets Page 5 IFM GLOBAL FIRE PROTECTION CRITERIA -RECEIVING ROOM (9304)1 . 60 seconds with the operation of the single most remote sprinkler . 40 seconds with the operation of the most remote four sprinklers (two sprinklers on two lines) 2.3.1.7 Treat single-interlocked preaction sprinkler systems as either wet-pipe or dry-pipe systems: Treat non-interlocked or double-interlocked preaction sprinkler systems as dry-pipe systems. See Data Sheet 5-48 for additional guidance on preaction systems, including detector spacing. 2.3.1.8 Treat anti-freeze sprinkler systems as wet-pipe systems. See Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, for additional guidance antifreeze solution sprinkler systems. 2.3.1.9 Use minimum sprinkler K-factors in accordance with FM Global Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers. 2.3.1.10 Design the sprinkler system in accordance with Table 2, based on the applicable hazard category. Table 2. Sprinkler Design Demands for Hazard Categories I Ceiling Height up to 30 ft Ceiling Height 30-45 ft Ceiling Height 45-60 ft Ceiling Height 60-100 ft (9m) (9-13.5m) 1 (13.5-18m) (18-30m) Hazard (gpm/ft2)/ft2_[(mm/min)/m2] Category Wet Dry Wet Dry Wet Dry Wet Dry HC-1 0.1/1500 (4/140) 0.1/1500 0.2/2500 0.2/3500 0.2/2500 0.2/3500 0.6/1200 Design N.11 (4/140) (8/230) (8/330) (8/230) (8/330) (24/110) guidance currently navailable. HC-2 0.2/2500 0.2/3500 6.2/2566 0.2/3500 0.2/2500 0.2/3500 0.6/1200 (8/230)101e 2 (8/330) (8/230) (8/330) (8/230) (8/330) (24/110) HC-3 0.3/2500 0.3/3500 0.3/3600 0.3/4600 0.5/3000 0.5/4000 0.6/1200 (12/230)N0te 2 (12/330) (12/340) (12/430) (20/280) (20/370) (24/110) Note 1. The demand area for dormitories, residential, and dwelling type areas may be based on the largest room area, but not less than four sprinklers provided fire compartmentation with a minimum one hour fire rating is present. Treat corridors as rooms in making this determination. Note 2. For HC-2 and HC-3 occupancies with ceiling heights not in excess of 30 ft (9.1 m) and protected by wet sprinkler systems, the designs for these occupancies can be reduced to the following when 160°F (70°C) K11.2EC (K160EC) upright or 160°F (70°C) K14.OEC (K200EC) upright sprinklers are being installed: K11.2EC: 0.30 gpm/ft2 over 1500 ft2 (12 mm/min over 140 m2). Ensure a minimum of 6 sprinklers in the design K14.OEC: 0.30 gpm/ft2 over 1000 ft2 (12 mm/min over 90 m2). Ensure a minimum of 4 sprinklers in the design 2.3.1.11 Regardless of the design demands in Table 2, provide a minimum design pressure at the most remote sprinkler per the sprinkler's FM Approval listing. g nij950L/min) föFFiC fãñ1 HC2 occupanci]and a hose stream allowance of 500 gpm (1900 L/min) for HC-3 occupancies. 2.3.1.13 Ensure a water supply capable of providing the design sprinkler discharge flow rate plus hose stream for 60 minutes for all hazard categories. 2.3.1.14 Manufacturing and assembly of large, contiguous components, such as large aircraft, boats, and wind turbine blades, create the potential for shielded fires. The presence of these operations represents an increased fire hazard beyond typical HC-2 or HC-3 occupancies. For ceilings below 60 ft (18 m) use Table 2. For ceilings above 60 ft (18 m) protect these areas with K25.2 (K360) sprinklers using a design of 12 sprinklers at 50 psi (2:5 bar). Incidental Storage 2.3.2.1 Treat storage of Class 1-3 commodities up to 10 ft (3 m) high and no more than 200 ft2 (20 m2) in areaas incidental to the occupancy. Provide protection using Table 2. 2.3.2.2 In HC-2 and HC-3 occupancies, treat storage of plastic commodities up to 6 ft (1.8 m) high and no more than 64 ft2 (6 m2) in area (approximately four pallets) as incidental to the occupancy. Provide protection [using Table 2. ©2019-2021 Factory Mutual Insurance Company. All rights reserved. 3-26 Fire Protection for Nonstorage Occupancies Page 6 FM Global Property Loss Prevention Data Sheets 2.3.2.3. Multiple areas of storage within the limits listed in Sections 2.3.2.1 and 2.3.2.2 may still be considered 2.3.2.4 Evaluate the storage/use of ignitable liquids in sprinklered HC-1 occupancies with noncombustible construction in accordance with the following and Table 2.3.2.4: Do not store any ignitable liquids in stairwells, aisles, or any area in which foot traffic is expected. Locate larger quantities or container sizes, regardless of bottle construction, outside the building in FM Approved ignitable liquid cabinets or safety cans. Table 2.3.2.4. Incidental Storage of Ignitable Liquids in HC-1 Occupancies in Containers of Any Construction Total Quantity of Ignitable Liquid Type Maximum Container Size Liquid Location Non-water-miscible 8 oz (240 ml) 8 oz (240 ml) Anywhere Any > 8 oz (240 ml) Outside building/FM Approved ignitable liquid cabinets or safety cans Group 1 water-miscible 1 gal (3.8 L) 1 gal (3.8 L) Anywhere 5 gal (19 L) - 5 gal (19 L) Storage rooms with noncombustible walls or regular metal cabinets Group 2-4 water-miscible 5 gal (19 L) 5 gal (19 L) Anywhere 5 gal (19 L) 20 gal (76 L) Storage rooms with noncombustible walls or regular metal cabinets 2.3.3 Low-Piled Storage 2.3.3.1 Where storage exceeds the area limitations in Section 2.3.2.1 and 2.3.2.2 but not the height limitations, treat it as low-piled storage and provide protection in accordance with Table 3. ©2019-2021 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #6B AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS SAMPLING ROOM (RM 9305) CEILING SPRINKLER SYSTEM (INSTALLED PER FM GLOBAL) NON HIGH-PILED STORAGE '-4 In-rack sprinklers will be needed. ~~12)'Ie uppty be able to meei he now and pressure demand of a ceiling- Nonly protection oPUon?on? IFM GLOBAL FIRE PROTECTION CRITERIA -SAMPLING ROOM (9305) if Will open-top containers Yes Are tn-rack sprinklers Yes In-rack sprinklers be stored within recommended in witt be needed. the racks? Section 2.2.4? No No Will the Wilt the rack storage Wilt rack storage No arrangement qualify as arrangement qualify a No racks with sotid shelves the maximum Yes In-rack sprinklers open-frame per greater than 64 tt heiaht be over ceili ft (.0 m)? 38 will be needed. Section 2,2.3.2? (6.0 m) per Section 2.2.3.2? Yes Yes No Yes Are there any ceiling- only protection options from No Will the commodity No hazard be Class"? - 4 Will the the alicable rotection tables In-rack sprinklers will be needed, or cartoned storage height be greater than 10 ft %abts7 hroughll, 14a, 14b, plastics? (3.0 rn)?,, or 17b)? Yes available water Will supply be able to meet No the flow and pressure In-rack sprinklers the storage be maintained Yes In-rack sprinklers demand of a ceiling- will be needed in open-top are not needed. rtectto only containers? option? CED ck No the available water (aarre not needed. In-rack sprinklers be Yes height Nosprinklers the flow and pressurewill greater Will the supply than 15 ft ll be able to meetstorage No In-rack sprinklers be needed, (4.5 m)? demand of a ceiling- will be needed. only protection option? Fig. 3. Flowchart for evaluating the need for in-rack sprinklers 0) CD C) Table 5. Ceiling-Level Protection Guidelines for Uncartoned Unexpanded Plastic Commodities in a Solid-Piled, Palletized, Shelf, or Bin-Box Storage Arrangement Protection of Uncartoned Unexpanded Plastic Commodities in Solid Piled Palletized Shelf, and Bin Box Arrangements No of AS @ psi (bar) - Max. F Wet System, 160°F (70°C) Nominally Rated, Pendent Sprinklers Wet System, 160°F (70°C) Nominally Rated, Upright Dry System, 280°F Ceiling Sprinklers (140°C) Nominally Rated, Height, Upright Sprinklers ft (m) Quick Response StJifResponse _____________________________ Quick Response Standard Response Standard Response K11.2 K14.0 K16.8 1<22.4 K25.2 K25.2EC 1<11.2 K14.0 1<19.6 1<25.2 K11.2 K14.0 K16.8 K25.2EC K11.2 K16.8 K25.2 rK112 K16.8 K25.2 (K160) (K200) (K240) (1<320) (K360) (K36OEC) 161]) (1<200) (1<280) (K360) (K160) (K200) (K240) (K36OEC) (K160) (K240) (K360) I (K160) (K240) (K360) [!LOJ 12010 1207 120.7 9@20 9020 T5 2@10 S11207 12@ 1 1207 12@10 1217 1207 6020 12010 1207 1207 16010 16@7 1607 (0.5( (1.4) (1 4 (14) (0.7) / (0.5) (1.1) (0.7) (0.5) (0.5) (1.4) (0.7) (0.5) (0.5) (0.7) (0.5) (0.5) 20(6.0) l24 122 '1'1° 920 9020 6030 ,12026 12016 1208 12040 12026 12018 6030 12040 12018 1208 16@40 16@18 1608 (2 I 1 (1.4) (1:4) (2.1) (2.8) (1.8) (1.1) (2.8) (1.8) (1.2) (2.1) (2.8) (12) (0.6) (2.8) (1.2) (0.6) 25(7.5) 12 (j_1 - - '.5 20 9020 6038 12050 2@32 12016 12@1 12050 12032 12022 6038 12050 12022 12010 20@50 20@22 20010 (3.5 iS) 4 1 5' (1.4) (2.6) (3.5) (22) (1.1) (0,7) (3,5) (2,2) (1.5) (2.6) (5) (1.5) (0.7) (3.5) (1.5) (0.7) 30(9.0) 25050 , 100 9):sTO,9(, 9040 12038 25050 2 @32 25016 25010 25050 25@32 25022 12038 25050 25@22 25010 30@50 30022 30010 (3.5) (6.9) (4.8) 35): (2.8) (2.6) (3.5) .2) (1.1) (0.7) (3.5) (2.2) (1.5) (2.6) (3.5) (1.5) (0.7) (3.5) (1.5) (0.7) 35(10.5) '1 'R7, 12.050 40(12.0) 12075 12060 - (5.2) (4.1) Table 6. Ceiling-Level Protection Guidelines for Uncartoned Exp ded Plastic Commodities in a Solid-Piled, Palletized, Shelf or Bin-Box Storage Arrangement Protection of Uncartoned Expanded Plastic Commoditie in Solid-Piled, Palletized, Shelf and Bin-Box Arrangements; No. of AS @ psi (bar) Max. Wet System, 160°F (70°C) Nominally Rated, Pendent Spriklers Wet System, 160°F (70°C) Nominally Rated, Upright Dry System, 280°F Ceiling Sprinklers (140°C) Nominally Rated, Height, Upright Sprinklers ft (m) Quick Response Standard R4ponse Quick Response Standard Response Standard Response K11.2 K14.0 K16.8 1<22.4 1<25.2 K25.2EC K11.2 K14.0 I9.6 1<25.2 K11.2 K14.0 K16.8 K25.2EC K11.2 K16.8 K25.2 K11.2 K16.8 1<25.2 (K160) (1<200) (K240) (K320) (K360) (K360EC) (K160) (1<200) (K80) (K360) (1<160) (1Q00) (1<240) (K360EC) (K160) (1<240) (K360) (1<160) (1<240) (K360) 10(3.0) 112010 1207 1207 9020 9620 6020 12010 127 1207 12010 1207 1207 6020 12010 1207 1207 20010 2007 20@7 (0' ' 3.5) (1.4) (14) (1.4) (0.7) (0.5) (1. (0.5) (0.7) (0.5) (0.5) (1.4) (0.7) (0.5) (0.5) (0.7) (0.5) 20(6.0) 12(: '1 '2 2 1...'18 9020 9@20 6030 12040 12026 120 6 1208 12040 12026 12018 6030 12040 12018 1208 20040 20018 20@8 (2 (1.4) (14) ' '(2.1) (28) (1.8) (1.1) (0.6) (2.8) (1.8) (1.2) (2.1) (2.8) (12) (0.6) (2.8) (1.2) (0.6) 25(7.5) 12050 9"5 ' .9032 .9@25 6038 12050 12@32 1201 12010 12050 12032 12@22 6038 12050 12022 12010 20050 20022 20010 (5. ,0.5) . (2.2) 11.7) (2.6) (3.5) (2,2) (1.1) (0.7) (3.5) (2.2) (2. 1.5J (0.7) (3.5) (1.5) (0.7) 30(9.0) 90 100 90 70 9050 9@40 (6.9) (4.8) (3.5) (2.8) 40(12.0) 20@75 (5.2) IFM CRITERIA - SAMPLING ROOM (RM 9305) 1 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 64 FM Global Property Loss Prevention Data Sheets IFM CRITERIA I - -- Table 14. Hose Demand and Water Supply Duration Design Guidelines Sprinkler Type by Spacing No. of Sprinklers in Ceiling Design Hose Demand, gpm (U mm) Duration, mm Standard UWi2 250195T0) 60 13to19 500 (1,900) 90 20 or more 500 (1,900) 120 Extended-coverage Up to 6 250 (950) 60 7 to 9 500 (1,900) 90 10 or more 500 (1,900) 120 ° When the maximum linear spacing is 12 ft (3.7 m), the hose demand can be 250 gpm (950 Llmin) and the duration can be 60 minutes. 2.3.5.2 Hose Connections Provide permanent small hose lines (1-1/2 in. [40 mm]) not exceeding 100 ft (30 m) in length, capable of reaching all storage areas to aid in potential initial-stage firefighting as well as for after-extinguishment mop-up operations. Supply small hose lines from any of the following: A separate piping system for small hose stations, or Valved hose connections on sprinkler risers where such connections are made upstream from all sprinkler control valves, or Adjacent sprinkler systems, or Ceiling sprinklers in the protected area when separately controlled in-rack sprinklers are provided It may be preferable from an operations standpoint to locate hose stations on the ends of racks or storage piles rather than in aisles. In freezers, or other areas subject to freezing, consider the number, location, and arrangement of hose stations. 2.3.6 Special Applications 2.3.6.1 Ceiling-Only Sprinkler Protection for Class 1, 2 and 3 Commodities Protected by Dry-Pipe and Similar Sprinkler Systems for Ceiling Heights Over 30 ft (9.0 m) In addition to the protection design guidelines in Tables 2 and 7 for the protection of Class 1, 2, and 3 commodities by ceiling-level sprinklers on dry-pipe and similar sprinkler systems in storage areas having a maximum ceiling height of 30 ft (9.0 m) in Table 2 and 7, ceiling-level protection without the need for in-rack sprinklers is also available for these commodities for ceiling heights over 30 ft (9.0 m) and up to 55 ft (16.5 m) high in accordance with this section. 2.3.6.1.1 Acceptable storage arrangements include solid-piled, palletized, shelf, bin-box, and open-framed racks. Note that push-back type flow-through racks do not qualify as open frame racks for this protection guidance. 2.3.6.1.2 Use FM Approved, upright, standard-response ceiling-level Storage sprinklers having a nominal temperature rating of 280°F (140°C) on a tree-type dry-pipe or similar sprinkler system. Dry-pipe, non- interlocked pre-action and single-interlock pre-action sprinkler systems are acceptable for ambient temperatures that will not drop below 16°F (-9°C). For ambient temperatures that can drop below 16°F (-9°C) install sprinklers only on a refrigerated area sprinkler system that is in accordance with both Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers, and Data Sheet 8-29, Refrigerated Storage. 2.3.6.1.3 If sprinkler protection will be installed using non-interlocked pre-action, single-interlocked pre-action or refrigerated-area sprinkler systems, follow the guidelines outlined in Data Sheet 5-48, Automatic Fire Detection, and Data Sheet 8-29, Refrigerated Storage, regarding the proper installation of the detection system that will be used for releasing the pre-action valve. 2.3.6.1.4 See Table 14a to determine the available ceiling-level sprinkler system design options for Class 1 and 2 commodities or Table 14b for Class 3 commodities. IRM 9305 I 02010-2021 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #7 ADDITIONAL PROTECTION REQUIREMENTS HIGH-PILED COMBUSTIBLE STORAGE 3203.10.1 Unreinforced plastic pallets. For Class I through IV commodities, where unreinforced polypropyl- ene or unreinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered unreinforced plastic pallets, the pallets shall be marked with a permanent sym- bol indicating the pallet is unreinforced. 3203.10.2 Reinforced plastic pallets. For Class I through IV commodities, where reinforced polypropylene or rein- forced high-density polyethylene plastic pallets are used, the commodity classification shall be increased two classes except for Class IV commodities, which shall be increased to a high-hazard (Group A plastic, cartoned, unexpanded) commodity. 3203.10.3 Other pallets. For Class I through IV commod- ities stored on plastic pallets other than polypropylene or high-density polyethylene plastic pallets, the commodity classification shall be increased two classes unless specific testing is conducted by a testing laboratory. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high-hazard commodities. The designation of a high-piled storage area, or portion thereof intended for stor- age of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high-piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored where a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engineering analysis shall consider the ability of the sprin- kler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (I 11 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (6 10 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.10. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section• 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections izuo.z tnrougn izuo.ii. 3206.2 Type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and auto- matic sprinkler design densities shall be provided to protect the high-piled storage area 3206.2.1 Extent of protection. The fire safety features required in Table 3206.2 shall extend to the lesser of 15 feet (4572 mm) beyond the high-piled storage area or a full height wall. Where portions of high-piled storage areas have different fire protection requirements because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. IFIRE: COD-E] ~ EXTENT OF PROTECTION 2019 CALIFORNIA FIRE CODE 449 I I• I Copyright © 2010 ICC. ALL RIGHTS RESERVED. Aooroord by Ellie Kleoobroukoer (ek@klouobmckoe000m). (.) Order Number 0100004710 on Duo to, 0010 00:00 PM (PST) pormunt to Linonso Agreement with WC. Nn thrrrrnrnd:n5inn. no hn5hr rrnrod,o-tjono hn onr third noOn. nrdiottihtinn u:sthoniosol Sinoleosononlo, onnino owl nntwnnkinonrohihitrd. ANY UNAUTHORIZED PJ°P0001I(7I0N (-OR I.LAUsbNUt.lcNLK. NO otner reproduction or transmission in any torm permitted witnout written permission ot Nt-IA. t-or inquires or to report unauthorized use, contact iicensingcgmtpaorg. J NFPA 13 CRITERIA GENERAL REQUIREMENTS FOR STORAGE 13-147 of supplemental, quick-response in-rack sprinklers located di- rectly below the top tier of storage and at every flue space intersection. 12.1.3.4.7 When applying the supplemental in-rack sprinkler option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to ceiling. 12.1.3.4.8 If in-rack sprinklers are required for the actual storage height with an acceptable clearance to ceiling, in-rack sprinklers shall be installed as indicated by that criteria. 12.1.4 High Volume Low Speed (HVLS) Fans. 12.1.4.1* The installation of HVLS fans in buildings equipped with sprinklers, including ESFR sprinklers, shall comply with the following: The maximum fan diameter shall be 24 ft (7.3 m). The HVLS fan shall be centered approximately between four adjacent sprinklers. The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of 3 ft (900 mm). All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterfiow signal from the alarm system in accordance with the requirements of NEPA 72. 12.2* Hose Connections. 12.2.1 Small hose connections [11/2 in. (38 mm)] shall be provided where required by the authority having jurisdiction in accordance with 8.17.5 for first-aid fire-fighting and over- ired for EXTENT OF PROTECTION tored 12 ft 12.3* Adjacent Hazards or Design Methods. For buildings with two or more adjacent hazards or design methods, the following shall apply: Where areas are not physically separated by a barrier or partition capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area, the required sprinkler protection for the more demanding design basis shall extend 15 ft (4.6 m) beyond its perimeter. The requirements of 12.3(1) shall not apply where the areas are separated by a draft curtain or barrier located above an aisle, horizontally a minimum of 2 ft (600 mm) from the adjacent hazard on each side, or a partition that is capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area. The requirements of 12.3(1) shall not apply to the exten- sion of more demanding criteria from an upper ceiling level to beneath a lower ceiling level where the difference in height between the ceiling levels is at least 2 ft (600 mm), located above an aisle, horizontally a mini- mum 2 ft (600 mm) from the adjacent hazard on each side. 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2* In areas that are subject to freezing or where special conditions exist, dry pipe systems and preaction systems shall be permitted to protect storage occupancies. 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.2 gpm/ft2 (8.1 mm/mm) or less, standard-response sprinklers with a K-factor of K-5.6 (80) or larger shall be permitted. 12.6.2 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.2 gpm/ft2 to 0.34 gpm/ft2 (8.1 mm/min to 13.9 mm/mm), standard-response sprinklers with a nominal K-factor of K-8.0 (115) or larger shall be used. 12.6.3 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities greater than 0.34 gpm/ft2 (13.9 mm/mm), standard-response spray sprinklers with a K-factor of K-11.2 (161) or larger that are listed for storage applications shall be used. 12.6.4* Unless the requirements of 12.6.5 are met, the re- quirements of 12.6.2 and 12.6.3 shall not apply to modifica- tions to existing storage application systems, using sprinklers with K-factors of K-8.0 (115) or less. 12.6.5 Where applying the requirements of Figure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design criteria of 0.6 gpm/ft2 per 2000 ft2 (24.4 mm/min per 186 m2) to existing storage applications, the requirements of 12.6.3 shall apply. 12.6.6 The use of quick-response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- tect storage of Class I through Class 1V commodities, Group A plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards. 12.6.7.1 ESFR sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permit- ted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, OH2, EH1, and EH2 design criteria 12.6.7.2 Quick-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permitted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.7.3 Standard-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chap- ter 20 shall be permitted to protect any of the following: Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.5 Dry Pipe and Preaction Systems. For dry pipe systems 12.6.8 The design figures indicate water demands for ordinary- and preaction systems, the area of sprinkler operation shall be temperature-rated and nominal high-temperature-rated 5pm- increased by 30 percent without revising the density. klers at the ceiling. INFPA13 I 2016 Edition HIGH-PILED COMBUSTIBLE STORAGE SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the California Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 3208.3 Flue spaces. Rack storage areas protected with an automatic sprinkler system shall be provided with flue spaces in accordance with Table 3208.3. Required flue spaces shall be maintained. 3208.3.1 Flue space protection. Flue spaces required by Table 3208.3 above the first tier of storage in single-, dou- r e llations shall, where be equipped with COLUMN PROTECTION vices shall not be 3208.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 3208.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing extra- high-rack combustible storage. 3208.5.1 Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra-high-rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE RACK CONFIGURATION FLUE DESIGN AUTOMATIC SPRINKLER PROTECTION Sprinklers at the ceiling with or without minimum in-rack sprinklers In-rack sprinklers at every tier Storage height < 25 feet Storage height> 25 feet Any height Single-row rack Transverse flue space size 3 inches 3 inches Not required Vertically aligned Not required Yes Not required Longitudinal flue space Not required Not required Not required Double-row rack (Option 1) Transverse flue space Sizeb 6 inchesa 3 inches Not required Vertically aligned Not required Yes Not required Longitudinal flue space Not required 6 inches Not required - Double-row rack Transverse flue space Size' 3 inches 6 inches Not required Vertically aligned (Option 2) Not required Yes Not required Longitudinal flue space 6 inches Not required Not required Multiple-row rack Transverse flue space Size 6 inches 6 inches Not required Vertically aligned Not required Yes Not required Longitudinal flue space Not required Not required Not required For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. Three-inch transverse flue spaces shall be provided not less than every 10 feet where ESFR sprinkler protection is provided. Random variations are allowed, provided that the configuration does not obstruct water penetration. IFIRE CODE I 2019 CALIFORNIA FIRE CODE 453 Copyright © 2019 ICC. ALL RIGHTS RESERVED. Accessed by Ellie I(laosbtockoer (ek@lduusbruckoer.com), (-) Ordrr Numbrr or0000u7to on Dec tO. own 0309 PM (PSI) pursuant to Liceote Agreement with II i A A I I I k C.C.I Hnfitrthrr 1—linItill.nnfithrrrrnrcl,o-tionshvonvthird noun. urIinteih,,einn onthnrinoS Sinnle,,arrnnlo.-nnvinrond n,twnrkjnonrnhjhjtrrl ANYIINAIITHORI7FD RFPRODIIyrFIONOR eAUsb<ueicNhH. NO otner reproduction or transmission in any torm permitted without written permission or NI-FA. i-or inquires or to report unautriorized use, contact Hcensingntpa.org. PROTECTION OF RACK STORAGE OF PLASTIC AND RUBBER COMMODITIES 13-201 Extend the protection prescribed by 17.1.2.9 horizontally one pallet load in all directions beyond the commodity storage area requiring the higher level of protection. Install a vertical barrier to segregate the commodities re- quiring the higher level of protection from any adjacent commodities. 17.1.2.9.2 Commodities that can be protected by the ceiling- level sprinkler system shall be permitted to be stored vertically above and horizontally adjacent to the portions of the storage rack equipped as prescribed by 17.1.2.9. 17.1.2.9.3 Horizontal Barriers. Horizontal barriers shall be installed at every tier level of the dedicated storage rack where the rack is equipped with solid shelves. 17.1.2.9.3.1 Where the dedicated storage rack is open-frame, horizontal barriers shall be installed at vertical increments not exceeding 12 ft (3.6 m). 17.1.2.9.3.2 The barriers shall span horizontally so that all flue spaces within the rack bay are covered. 17.1.2.9.3.3 A maximum 3 in. (75 mm) wide gap shall be permitted at rack uprights. 17.1.2.9.3.4 The solid barrier shall be installed on a horizon- tal plane within a rack, beneath which in-rack sprinklers shall be installed, as follows: The barrier shall be constructed of minimum 22 gauge (0.7 mm) sheet metal or of minimum % in. (10 mm) plywood. The barrier shall extend to both ends and both aisle faces of the racks covering up both the longitudinal and transverse flue spaces of the rack bays in which they are installed. The barrier shall be fitted to within 3 in. (75 mm) of any vertical rack member or other equipment that would create an opening, such as vertical in-rack sprinkler pipe drops. 17.1.2.9.4 In-Rack Sprinklers. Minimum K-8.0 (K-us) quick- response sprinklers (ceiling-level or in-rack) shall be installed beneath each horizontal barrier. The deflector of the sprin- kler shall be located as close to the underside of the horizontal barrier as possible. 17.1.2.9.4.1 Single-Row Racks. For single-row racks, sprinklers shall be installed at each rack upright and at each rack mid-bay as shown in Figure 17.1.2.9.4.1(A). The maximum linear spacing between sprinklers shall not exceed 5 ft (1.5 m). 17.1.2.9.4.2 Double-Row Racks. For double-row racks, sprinklers shall be installed at each rack upright within the longitudinal flue space and at the face of the rack and at the mid-bay face of each rack bay as shown in Figure 17.1.2.9.4.2 (A). The maximum linear spacing between sprinklers shall not exceed 5 ft (1.5 m) at the rack face and 10ft(3.0m) within the longitudinal flue space. 17.1.2.9.4.3 Multiple-Row Racks. (A) For multiple-row racks, an alternating sprinkler arrange- ment shall be installed within adjacent transverse flue spaces, as shown in Figure 17.1.2.9.4.3 (A), with sprinklers at the face of each flue space. INFPA13 I 5 ft (1.5 m) max 1—HorizontaI barrier H H H H Plan View 3 in. (75 mm) max gap at rack upright x x x x xT 12 ft (3.7 m) -1 F-1 x x x 11 1 2 ft 113., max L Elevation View FIGURE 17.1.2.9.4.1(A) Alternative Protection Single-Row Racks. (B) The maximum linear spacing between sprinklers at the face and each alternating bay shall not exceed 5 ft (1.5 m) and shall not exceed 10 ft (3.0 m) between sprinklers at every other bay. 17.1.2.9.5 The design of an in-rack sprinkler system shall be based on a minimum flow of 60 gpm (230 L/min) from the most remote six sprinklers for single-row racks or the most remote eight sprinklers for both double-row and multiple-row racks. 17.1.2.9.6 The in-rack sprinkler demand shall not be re- quired to be hydraulically balanced with the ceiling-level sprinkler system. 17.1.2.9.7 Ceiling Sprinkler System. The ceiling-level sprin- kler system shall be designed based on the highest commodity hazard not protected by the criteria prescribed by 17.1.2.9. 17.1.3 Movable Racks. Rack storage in movable racks shall be Drotected in the same manner as multiDle-row racks. 17.1.4 Fire Protection of Steel Columns - Columns Within Storage Racks. See Section C.10. 17.1.4.1* Where fireproofing of building columns is not pro vided and storage heights are in excess of 15 ft (4.6 m), pro- tection of building columns located wholly or partially within the rack footprint inclusive of flue space or within 12 in. (305 mm) of the footprint shall be protected in accordance with one of the following: COLUMN PROTECTION -K 1 2016 Edition s.L.AUabI<UucNbK. No otner repronuction or transmission in any torrn permitten wittiout written permission ot NI-FA. i-or Inquires or to report unautnonzecj use, contact IIcensingntpa.org. 13-202 INSTALLATION OF SPRINKLER SYSTEMS 5ft(l 5m) Plan View 3 in. (75 mm) max gap at rack upright 00_01 12 ft (3.7 m) max _ 0_ö_0 l2ft(3.7 m) max L] L [j) In-rack sprinklers Sidewall sprinklers at the 15 ft (4.6 m) elevation, pointed toward one side of the steel column Provision of ceiling sprinkler density for a minimum of 2000 ft2 (186 m2) with ordinary temperature— or high temperature—rated sprinklers as shown in Table 17.1.4.1 for storage heights above 15 ft (4.6 m) up to and includ- ing 20 ft (6.1 m) Provision of CMSA or ESFR ceiling sprinkler protection 17.1.4.2 Where storage heights are in excess of 15 ft (4.6 m) and vertical rack members support the building structure, the vertical rack members shall be protected in accordance with one of the options in 17.1.4.1. 17.1.4.3 The flow from a column sprinkler(s) shall be permit- ted to be omitted from the sprinkler system hydraulic calcula- tions. 17.1.5 Solid Shelving. 17.1.5.1 Where solid shelving in single-, double-, and multiple- row racks exceeds 20 ft2 (1.9 m2) but does not exceed 64 ft2 (5.9 m2) in area, sprinklers shall not be required below every shelf, but shall be installed at the ceiling and below shelves at intermediate levels not more than 6 ft (1.8 m) apart vertically. (See Section C.11.) Plan View 3 in. (75 mm) max gap at rack upright 0 0 0 0 OT 12 ft (3.7 m) F-1 [_1 max _U U_ U_ - 12 ft (3.7 m) L max 11! L i7////////I '//// i,. . Elevation View FIGURE 17.1.2.9.4.3(A) Alternative Protection Multiple-Row Racks. Table 17.1.4.1 Ceiling Sprinkler Densities for Protection of Steel Building Columns Aisle Width 4ft(1.2in) 8ft(2.4in) Commodity Classification gpm/ft2 (L/min)/m2 gpm/ft2 I (L/min)/m2 Group A 0.68 27.7 0.57 23.2 plastics 2016 Edition INFPA13I KLAUS <uuIcNEI(. NO otner reproduction or transmission in any torm permitted wiThout written permission ot NFF'A. i-or inquires or to report unautnonzea use, contact iicensing(gntpa.org. 13-54 INSTALLATION OF SPRINKLER SYSTEMS 8.5.4.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the deflec- tor distance shall be measured from the bottom of the insula- tion and shall be in accordance with 8.5.4.1.3.1 or 8.5.4.1.3.2. 8.5.4.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation. 8.5.4.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the deflector distance shall be measured to the high point of the insulation. The deflector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heat collectors shall not be used as a means to assist the activation of a sprinkler. 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel to ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1* Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8.5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage of the hazard. (See Figure A. 8.5.5. 1.) 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal to 18 in. (450 mm) below the sprinkler deflector that prevent the pattern from fully developing shall comply with 8.5.5.2. 8.5.5.2.2 Sprinklers shall be positioned in accordance with the minimum distances and special requirements of Sec- tion 8.6 through Section 8.12 so that they are located suffi- ciently away from obstructions such as truss webs and chords, pipes, columns, and fixtures. 8.5.5.3* Obstructions that Prevent Sprinkler Discharge from Reaching Hazard. Continuous or noncontinuous obstructions plane more FIXED OBSTRUCTIONS rotected haz- 3.1* Sprinklers shall be installed under fixed obstruc- over 4 ft (1.2 m) in width. 8.5.5.3.1.1 Sprinklers shall be located below the obstruction and not more than Sin. (75 mm) from the outside edge of the obstruction. 8.5.5.3.1.2 Where sprinklers are located adjacent to the ob- struction, they shall be of the intermediate level rack type. 8.5.5.3.1.3 The deflector of automatic sprinklers installed un- der fixed obstructions shall be positioned no more than 12 in. (300 mm) below the bottom of the obstruction. 8.5.5.3.1.4 Sprinklers shall not be required under noncom- bustible obstructions over 4 ft (1.2 m) wide where the bottom of the obstruction is 24 in. (600 mm) or less above the floor or deck. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place, such as conference tables. 8.5.5.3.3 Sprinklers installed under obstructions shall be of the same type (spray, CMSA, ESFR, residential) as installed at the ceiling except as permitted by 8.5.5.3.3.1. 8.5.5.3.3.1 Spray sprinklers shall be permitted to be utilized under overhead doors. 8.5.5.3.4* Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartments, including those closets housing mechanical equipment, that are not larger than 400 ft3 (11.3 m3) in size, a single sprinkler at the highest ceiling level shall be sufficient without regard to ob- structions or minimum distance to the wall. 8.5.6 Clearance from Deflector to Storage. 8.5.6.1* Unless the requirements of 8.5.6.2, 8.5.6.3, 8.5.6.4, or 8.5.6.5 are met, the clearance between the deflector and the top of storage or contents of the room shall be 18 in. (450 mm) or greater. 8.5.6.2 Where other standards specify greater clearance to storage minimums, they shall be followed. 8.5.6.3 A minimum clearance to storage of 36 in. (900 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to storage of less than 18 in. (450 mm) between the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- scale fire tests for the particular hazard. 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (900 mm) where rubber tires are stored. 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights not exceeding 32 ft2 (3.0 m2) in area, regardless of haz- ard classification, that are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- tected ceiling pocket. 8.5.7.1.1 When a sprinkler is installed directly beneath a sky- light not exceeding 32 ft2 (3.0 m2), the distance to the ceiling shall be measured to the plane of the ceiling as if the skylight was not present. 8.5.7.2 Skylights not exceeding 32 ft2 (3.0 m2) shall be per- mitted to have a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. 8.6.1 General. All requirements of Section 8.5 shall apply to standard pendent and upright spray sprinklers except as modified in Section 8.6. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage pert sprinkler (As) shall be determined in accordance with 8.5.2.1. 2016 Edition INFPA13 I KLAUSbF(UUINU<. NO otner reproauctlon or transmission in any tomi permitten witnout written permission or NI-i-'A. i-or inquires or to report unautnonzed use, contact iicensing(Qntpa.org. 13-146 INSTALLATION OF SPRINKLER SYSTEMS Chapter 12 General Requirements for Storage 12.1 General. The requirements of Section 12.1 shall apply to all storage arrangements and commodities other than miscel- laneous storage (see Chapter 13) and as modified by specific sections in Chapter 14 through Chapter 20. 12.1.1 Roof Vents and Draft Curtains. See Section C.6. 12.1.1.1* Manually operated roof vents or automatic roof vents with operating elements that have a higher temperature classification than the automatic sprinklers shall be permitted. 12.1.1.2 Early suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke vents unless the vents use a high-temperature rated, standard- response operating mechanism. 12.1.1.3* Draft curtains shall not be used within ESFR sprin- kler systems. ng ESFR sprinklers at system CEILING SLOPE nklers or between hazards 12.1.2 Ceiling Slope. The sprinkler system criteria specified in Chapter 12 and Chapters 14 through 20 are intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent) unless modified by a specific section in Chap- ter 12 and Chapters 14 through 20. 12.1.3* Building and Storage Height. 12.1.3.1 The maximum building height shall be measured to the underside of the roof deck or ceiling or in accordance with 12.1.3.1.1 through 12.1.3.1.3. 12.1.3.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the maximum roof height shall be mea- sured from floor to the bottom of the deck. 12.1.3.1.2 For decks deeper than 3 in. (75 mm), the maxi- mum roof height.shall be measured to the highest point on the deck. 12.1.3.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the maxi- mum roof height shall be measured to the bottom of insula- tion and shall be in accordance with 12.1.3.1.3.1 or 12.1.3.1.3.2. 12.1.3.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the maximum roof height shall be measured to the underside of the insulation. 12.1.3.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the maximum roof height shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insu- lation exceeds 6 in. (150 mm), the maximum roof height shall be measured to the high point of the insulation. 12.1.3.1.4* Where the building height changes within a com- partment, the sprinklers directly over the storage shall be ca- pable of protecting storage directly beneath. 12.1.3.1.4.1 Where a barrier to heat and smoke in accor- dance with 12.3(2) or 12.3(3) is not present, the sprinkler criteria 15 ft (4.6 m) into the perimeter of the lower ceiling area shall be the same as the sprinkler protection for the high ceiling area. 12.1.3.2 ESFR sprinklers shall be used only in buildings equal to, or less than, the height of the building for which they have been listed. 12.1.3.3 The sprinkler system design shall be based on the storage height and clearance to ceiling that routinely or peri- odically exist in the building and create the greatest water demand. Where storage is placed above doors, the storage height shall be calculated from the base of storage above the door. 12.1.3.4 Clearance to Ceiling. 12.1.3.4.1* The clearance to ceiling shall be measured in ac- cordance with 12.1.3.4.1.1 through 12.1.3.4.1.3. 12.1.3.4.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the clearance to ceiling shall be measured from the top of storage to the bottom of the deck. 12.1.3.4.1.2 For corrugated metal deck roofs deeper than 3 in. (75 mm), the clearance to ceiling shall be measured to the highest point on the deck. 12.1.3.4.1.3 For ceilings that have insulation attached di- rectly to underside of the ceiling or roof structure, the clear- ance to ceiling shall be measured from the top of storage to the bottom of the insulation and shall be in accordance with 12.1.3.4.1.3(A) or 12.1.3.4.1.3(B). For insulation that is attached directly to the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to the underside of the insulation. For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to a point half of the distance of the deflection from the insu- lation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the clearance to ceiling shall be measured from the top of storage to the high point of the insulation. 12.1.3.4.2 For spray sprinkler criteria where the clearance to ceiling exceeds those identified in this section, the require- ments of 12.1.3.4.3 through 12.1.3.4.8 shall apply. 12.1.3.4.3 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Chapters 14 and 15, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m). 12.1.3.4.4 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Section 16.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m) or providing one level of supplemental, quick- response in-rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.5 Where the clearance to ceiling exceeds 10 ft (3.0 m) for Section 16.3 or Section 17.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 10 ft (3.0 m) or providing one level of supplemen- tal, quick-response in-rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.6 Where the clearance exceeds 10 ft (3.0 m) for Sec- tion 17.3, protection shall be based upon providing one level 2016 Edition INFPA13 I kLAUSNF(UUINEI. NO other reproduction or transmission in any torm permitted witrtout written permission or Ni-F'A. For Inquires or to report unautnorized use, contact iicensing(gntpa.org. PROTECTION OF MISCELLANEOUS AND LOW-PILED STORAGE 13-153 Table 12.12.2.2.3 ESFR Sprinkler Protection for Indoor Storage of Idle Plastic Pallets Maximum Storage Maximum Minimum Operating Height Ceiling/Roof Height Pressure Type of Sprinkler Location of Nominal ft In ft In psi bar (Orientation) Storage K-Factor 14.0 25 7.6 30 9.1 50 3.4 (200) 25 7.6 32 10 60 4.1 On floor or rack 25 7.6 30 9.1 35 2.4 ESFR (pendent) without solid shelves 16.8 (240) 25 7.6 32 10 42 2.9 35 11 40 12 52 3.6 12.12.2.2.4.2 Where plastic pallets are stored without cutoffs from other storage, the following shall apply: Maximum storage height of 10 ft (3.0 m) Maximum ceiling height of 30 ft (9.1 m) Sprinkler density 0.6 gpm/ft2 over 2000 ft2 (24.4 mm/ min over186 m2) Minimum sprinkler K-factor of 16.8 (240) 12.12.2.2.4.3 Plastic pallets shall have no impact on the re- quired sprinkler protection when stored as follows: Storage shall be piled no higher than 4 ft (1.2 m). Sprinkler protection shall employ high temperature- rated sprinklers. Each pallet pile of no more than two stacks shall be sepa- rated from other pallet piles by at least 8 ft (2.4 m) of clear space or 25 ft (7.6 m) of stored commodity. Minimum ceiling design of 0H2 shall be used. 12.12.2.3 Idle plastic pallets shall be stored only in racks where protected in accordance with the requirements of Table 12.12.2.2.3. 12.12.2.3.1 When specific test data and a product listing are available, the data shall take precedence in determining the required protection of idle plastic pallets stored in racks. 12.12.3 Idle Pallets Stored on Racks, on Shelves, and Above Doors. 12.12.3.1 Idle pallets shall not be stored on racks or shelves, except where permitted in 12.12.1.3, 12.12.2.3, and 12.12.3.2. 12.12.3.2 Idle pallets shall be permitted to be stored on the lowest level of storage only where no storage or shelves are lo- cated above the stored pallets and the applicable protection cri- teria referenced for on-floor storage in Section 12.12 are applied. 12.123.3 Where idle pallet storage is above a door, the idle pallet storage height and ceiling height shall be calculated from the base of storage above the door using the applicable protection criteria referenced in Section 12.12. 12.12.4 High-Expansion Foam - Reduction in Ceiling Den- sity. A reduction in ceiling density to one-half that required for idle pallets shall be permitted without revising the design area, but the density shall be no less than 0.15 gpm/ft2 (6.1 mm/mm). Chapter 13 Protection of Miscellaneous and Low-Piled Storage 13.1 General. 13.1.1 This chapter shall apply to any of the following situa- tions: Miscellaneous storage of Class I through Class 1V com- modities up to 12 ft (3.7 m) in height Miscellaneous storage of Group A plastics up to 12 ft (3.7 m) in height Miscellaneous storage of rubber tires up to 12 ft (3.7 m) in height Miscellaneous storage of rolled paper up to 12 ft (3.7 m) in height Storage of Class I through Class IV commodities up to 12 ft (3.7 m) in height as directed by 14.2.3.1 and 16.2.1.2.1 Storage of Group plastics up to 5 ft (1.5 m) in height as directed by 15.2.1 and 13.1.2 Hose Connections. Hose c.. Solid Shelving quired for the protection of misce Low-Piled Storage 13.1.3 Solid Shelf Racks. ( 13.1.3.1 For storage of Class! through Class IV 12 ft (3.7 m) or less in height that does not meet the definition of Miscella- neous Storage that is on solid shelf racks, in-rack sprinklers shall be provided in accordance with 16.1.6, and ceiling sprinkler protection shall be provided in accordance with Chapter 13. 13.1.3.2 For storage of Group A Plastics 5 ft (1.5 m) or less in height that does not meet the definition of Miscellaneous Stor- age that is on solid shelf racks, in-rack sprinklers shall be pro- vided in accordance with 17.1.5, and ceiling sprinkler protec- tion shall be provided in accordance with Chapter 13. 13.2.1 The protection criteria shall be selected from Table 13.2.1 and Figure 13.2.1. 13.2.2 Installation criteria as permitted by NFPA 13 and de- sign criteria and modifiers as permitted by the density/area method of Chapter 11 for ordinary hazard Group 1, ordinary hazard Group 2, extra hazard Group 1, and extra hazard Group 2 occupancies shall be applicable. INfpA13 I 2016 Edition IcLAUsuI<ut.lcNLK. No otner reprosuction or transmission in any torm permittea witnout written permission ot NI-I-'A. I-or inquires or to report unaumonzea use, contact IIcensIngcgnrpaorg. PROTECTION OF RACK STORAGE OF PLASTIC AND RUBBER COMMODITIES 13-203 17.1.5.2 Where solid shelving in single-, double-, and multiple- row racks exceeds 64 ft2 (5.9 m2) in area or where the levels of storage exceed 6 ft (1.8 m), sprinklers shall be installed at the ceiling and below each level of shelving. 17.1.5.3 Where multiple-row racks of any height have no lon- gitudinal flue or where double-row racks with storage up 25 ft (7.6 m) in height have no longitudinal flue, the situation shall not be considered solid shelves where transverse flues exist at maximum 5 ft (1.5 m) intervals and additional in-rack sprin- klers shall not be required in accordance with 17.1.5.1 and 17.1.5.2. 17.1.5.4 The maximum horizontal spacing between in-rack sprinklers shall be 5 ft (1.5 m). 17.1.5.5 Ceiling design criteria for CMDA, CMSA, and ESFR sprinklers shall be an applicable option for open racks com- bined with in-rack sprinklers installed in accordance with the criteria for solid shelving. 17.1.5.6 Where the criteria in 17.1.5.7 are not met, the water demand for the in-rack sprinklers shall be based on a mini- mum flow of 30 gpm (115 L/min) discharging from the fol- lowing number of sprinklers balanced to the ceiling sprinkler demand in accordance with Section 23.8: Eight sprinklers where only one level of in-rack sprinklers is installed Fourteen sprinklers (seven on each of the top two levels) when more than one level of in-rack sprinklers is installed 17.1.5.7 The water demand for in-rack sprinklers shall not be required to be balanced to the ceiling sprinkler demand where additional face sprinklers are installed under each solid shelf at rack uprights and the in-rack sprinklers are calculated to discharge at least 60 gpm (230 L/min) from eight sprin- klers. 17.1.5.8 Where solid shelves obstruct only a portion of the rack, in-rack sprinklers shall be installed horizontally, within the flue a minimum of 4 ft (1.2 m) beyond the end of the solid shelf, and vertically as follows: 17.1.5.2 for CMDAsprin- Open Top Containers highest solid shelf for CMSA 17.1.6 Open-Top Containers. The protection of open-top containers is outside the scope of Chapter 17. (See Sec- lion C.12.) 17.1.7 In-Rack Sprinklers. 17.1.7.1 The number of sprinklers and the pipe sizing on a line of sprinklers in racks shall be restricted only by hydraulic calculations and not by any piping schedule. 17.1.7.2 When in-rack sprinklers are necessary to protect a higher hazard commodity that occupies only a portion of the length of a rack, in-rack sprinklers shall be extended a mini- mum of 8 ft (2.4 m) or one bay, whichever is greater, in each direction along the rack on either side of the higher hazard. 17.1.7.2.1 The in-rack sprinklers protecting the higher haz- ard shall not be required to be extended across the aisle. 17.1.7.3 Where a storage rack, due to its length, requires less than the number of in-rack sprinklers specified, only those in-rack sprinklers in a single rack need to be included in the calculation. 17.1.7.4* Where in-rack sprinklers are installed in longitudi- nal flues, they shall be located at an intersection of transverse and longitudinal flues while not exceeding the maximum spacing rules. 17.1.7.4.1 Where distances between transverse flues exceed the maximum allowable distances, sprinklers shall be installed at the intersection of the transverse and longitudinal flues, and additional sprinklers shall be installed between transverse flues to meet the maximum distance rules. 17.1.7.4.2 Where no transverse flues exist, in-rack sprinklers shall not exceed the maximum spacing rules. 17.1.7.4.3 For storage over 25 ft in height, in-rack sprinklers in longitudinal flues shall be installed with the deflector lo- cated at or below the bottom of horizontal load beams or above or below other adjacent horizontal rack members, and' such in-rack sprinklers shall be a minimum of 3 in. (76 mm) radially from the side of the rack uprights. 17.1.8* Horizontal Barriers and In-Rack Sprinklers. 17.1.8J Horizontal barriers used in conjunction with in-rack sprinklers to impede vertical fire develèpment shall be con- structed of sheet metal, wood, or similar material and shall extend the full length and depth of the rack. 17.1.8.2 Barriers shall be fitted within 2 in. (50 mm) horizon- tally around rack uprights. 17.1.9 Flue Space Requirements for Storage Up to and In- cluding 25 ft (7.6 m). See Section C.13. 17.1.9.1 In double- and multiple-row open racks, a longitudi- nal (back-to-back clearance between loads) flue space shall not be required. 17.1.9.2 Nominal 6 in. (150 mm) transverse flue spaces be- tween loads and at rack uprights shall be maintained in single-, double-, and multiple-row racks. 17.1.9.3 Random variations in the width of flue spaces or in their vertical alignment shall be permitted. 17.1.10 Flue Space Requirements for Storage Over 25 ft (7.6 m). 17.1.10.1 Nominal 6 in. (150 mm) longitudinal flue spaces shall be provided in double-row racks. 17.1.10.1.1 Nominal 6 in. (150 mm) transverse flue spaces between loads and at rack uprights shall be maintained in single-, double-, and multiple-row racks. 17.1.10.1.2 Random variations in the width of the flue spaces or in their vertical alignment shall be permitted. 17.2 Protection Criteria for Rack Storage of Group A Plastic Commodities Stored Up to and Including 25 ft (7.6 m) in Height. 17.2.1 Control Mode Density/Area Sprinkler Protection Cri- teria for Single-, Double-, and Multiple-Row Racks for Group A Plastic Commodities Stored Up to and Including 25 ft (7.6 m) in Height. 17.2.1.1* Storage 5 ft (1.5 m) or Less in Height. For the stor- age of Group A plastics stored 5 ft (1.5 m) or less in height, the sprinkler design criteria for miscellaneous storage specified in Chapter 13 shall be used. 17.2.1.1.1 For storage 5 ft (1.5 m) or less in height that does not meet the definition of Miscellaneous Storage that is on solid INFPA13 1 2016 Edition tcl.AUsbKt.n.ISNEI<. NO other reproduction or transmission in any torm permitted without written permission ot Nt-I-'A. i-or Inquires or to report unauthorized use, contact iicensingntpaorg. ANNEX C 13-449 Table C.9 Summary of Relationship Between Sprinkler Discharge Density and the Extent of Fire Damage and Sprinkler Operation Fire Damage in Test Array Density [gpm/ft2 (Lpm/m2)] % ft 2(M2) Sprinkler Operation [165°F (74°C)] Area [ft' (m2)] 0.30 (12.2) (ceiling only) 22 395 (37) 4500-4800 (418-446) 0.375 (15.2) (ceiling only) 17 306(24)- 1800 (167) 0.45 (18.3) (ceiling only) 9 162 (15) 700 (65) 0.20 (8.1) (ceiling only) 28-36 504-648 (46-60) 13,100-14,000 (1217-1300) 0.20 (8.1) (sprinklers at ceiling and in racks) 8 144 (13) 4100 (380) 0.30 (12.2) (sprinklers at ceiling and in racks) 7 126 (12) 700 (65) For SI units, 1 ft = 0.3048 m; °C = %(°F -32); 1 gpm/ft2 = 40.746 mm/mm. indicate little effect of point of ignition in the particular con- figuration tested. Test 125, when compared with Test 133, indicates no sig- nificant difference in result between approved low-profile sprinklers and standard sprinklers in the racks. C.10 [16.1.4 and 17.1.41 Temperatures in the test column were maintained below 1000°F (538°C) with densities, of roof ceiling sprinklers only, of 0.375 gpm/ft2 (15.3 mm/mm) with 8 ft (2.4 m) aisles and 0.45 gpm/ft2 (18.3 mm/mm) with 4 ft (1.2 m) aisles using the standard commodity. C.11 [16.1.6.1 and 17.1.5.1] Test 98 with solid shelves 24 ft (7.3 m) long and 71/2 ft (2.3 m) deep at each level produced total destruction of the commodity in the main rack and jumped the aisle. Density was 0.3 gpm/ft2 (12.2 mm/mm) from the ceiling sprinklers only. Test 108 with shelves 24 ft (7.3 m) long and 31/2 ft (1.0 m) deep and with a 6 in. (150 mm) longitudinal flue space and one level of sprinklers in the rack resulted in damage to most of the commodity in the main rack but did notjump the aisle. Density from ceiling sprinklers was 0.375 gpm/ft2 (15.3 mm/mm), and rack sprinklers dis- charged at 15 psi (1.0 bar). These tests did not yield sufficient information to develop a comprehensive protection standard for solid shelf racks. Items such as increased ceiling density, use of bulkheads, other con- figurations of sprinklers in racks, and limitation of shelf length and depth should be considered. Where such rack installations exist or are contemplated, the damage potential should be considered, and sound engi- neeringjudgment should be used in designing the protection system. Test 98, with solid shelving obstructing both the longitudi- nal and transverse flue space, produced unsatisfactory results and indicates a need for sprinklers at each level in such a rack structure. Test 147 was conducted with ceiling sprinklers only. Density was 0.45 gpm/ft2 (18.3 mm/mm) with a sprinkler spacing of 100 ft2 (9.3 m2). A total of 47 sprinklers opened, and 83 per- cent of the commodity was consumed. The fire jumped both aisles and spread to both ends of the main and target racks. The test was considered unsuccessful. Test 148 was conducted with ceiling sprinklers and in-rack sprinklers. In-rack sprinklers were provided at each level (top of first, second, and third tiers) and were located in the longi- tudinal flue. They were directly above each other and 24 ft (7.3 m) on center or 22 ft (6.7 m) on each side of the ignition flue. Ceiling sprinkler discharge density was 0.375 gpm/ft2 (15.3 mm/mm). In-rack sprinkler discharge pressure was 30 psi (2.1 bar). A total of 46 ceiling sprinklers and three in- ercent of the commodity was Ist of the mate between Open ~Top ~Conta=iner both aisles. C.12 [16.1.7 and 17.1.61 Fire tests with open-top containers in the upper tier of storage and a portion of the third tier of storage produced an increase in sprinkler operation from 36 to 41 sprinklers and a more pronounced aisle jump and in- crease in firespread in the main array. The smooth underside of the containers closely approximates fire behavior of slave C.13 [16.1.10 and 17.1.9] Test 80 was conducted to determine the effect of closing back-to-back longitudinal 6 in. (150 mm) flue spaces in conventional pallet racks. Test results indicated fewer sprinklers operating than with the flue space open, and, as such, no minimum back-to-back clearance is necessary if the transverse flue space is kept open. Tests 145 and 146 were conducted to investigate the influ- ence of longitudinal and transverse flue dimensions in double-row racks without solid shelves. Results were compared with Tests 65 and 66. Flue dimensions in Tests 65, 66, 145, and 146 were 6 in. (150 mm), 6 in. (150 mm), 3 in. (75 mm), and 12 in. (300 mm), respectively. All other conditions were the same. In Tests 65 and 66, 45, and 48, sprinklers operated com- pared with 59 and 58 for Tests 145 and 146, respectively. Fire damage in Tests 145 and 146 was somewhat less than in Tests 65 and 66; 2100 ft3 (59 m3) and 1800 ft3 (51 m3) in Tests 145 and 146, respectively, versus 2300 ft3 (65 m3) and 2300 ft3 (65 m) in Tests 65 and 66, respectively, of combustible mate- rial were consumed. Test results indicate narrow flue spaces of about 3 in. (75 mm) allow reasonable passage of sprinkler water down through the racks. Tests 96 and 107, on multiple-row racks, used 6 in. (150 mm) transverse flue spaces. The water demand recom- mended in the standard is limited to those cases with nominal 6 in. (150 mm) transverse flues in vertical alignment. C.14 [16.2.1.3.1] Tests 65 and 66, compared with Test 69, and Test 93, compared with Test 94, indicated a reduction in areas of application of 44.5 percent and 45.5 percent, respectively, with high temperature-rated sprinklers as compared with or- dinary temperature-rated sprinklers. Other extensive Factory Mutual tests produced an average reduction of 40 percent. INFPA13 I 2016 Edition ATTACHMENT #8 ALARM/MONITORING FIRE PROTECTION AND LIFE SAFETY SYSTEMS 903.3.6 Hose threads. Fire hose threads and fittings used in connection with automatic sprinkler systems shall be as prescribed by the fire code official. 903.3.7 Fire department connections. Fire department connections for automatic sprinkler systems shall be installed in accordance with Section 912. 903.3.8 Limited area sprinkler systems. Limited area sprinkler systems shall be in accordance with the standards listed in Section 903.3.1 except as provided in Sections 903.3.8.1 through 903.3.8.5. 903.3.8.1 Number of sprinklers. Limited area sprin- kler systems shall not exceed six sprinklers in any sin- gle fire area. 903.3.8.2 Occupancy hazard classification. Only areas classified by NFPA 13 as Light Hazard or Ordi- nary Hazard Group 1 shall be permitted to be protected by limited area sprinkler systems. 903.3.8.3 Piping arrangement. Where a limited area sprinkler system is installed in a building with an auto- matic wet standpipe system, sprinklers shall be sup- plied by the standpipe system. Where a limited area sprinkler system is installed in a building without an automatic wet standpipe system, water shall be permit- ted to be supplied by the plumbing system provided that the plumbing system is capable of simultaneously supplying domestic and sprinkler demands. 903.3.8.4 Supervision. Control valves shall not be installed between the water supply and sprinklers unless the valves are of an approved indicating type that are supervised or secured in the open position. 903.3.8.5 Calculations. Hydraulic calculations in accordance with NFPA 13 shall be provided to demon- strate that the available water flow and pressure are adequate to supply all sprinklers installed in any single fire area with discharge densities corresponding to the hazard classification. 903.3.9 Floor control valves. Floor control valves and waterfiow detection. assemblies shall be installed at each floor where any of the following occur: Buildings where the floor level of the highest story is located more than 30 feet above the lowest level of fire department vehicle access. Buildings that are four or more stories in height. Buildings that are two or more stories below the highest level offire department vehicle access. Exception: Group R-3 and R-3. I occupancies floor control valves and waterfiow detection assemblies shall not be required. 903.4 Sprinkler system supervision and alarms. Valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pres- sures and waterfiow switches on all sprinkler systems shall be electrically supervised by a listed fire alarm control unit. Exceptions: 1. Automatic sprinkler systems protecting one- and two-family dwellings. Limited area sprinkler systems in accordance with Section 903.3.8. Automatic sprinkler systems installed in accordance with NFPA 13R where a common supply main is used to supply both domestic water and the auto- matic sprinkler system, and a separate shutoff valve for the automatic sprinkler system is not provided. Jockey pump control valves that are sealed or locked in the open position. Control valves to commercial kitchen hoods, paint spray booths or dip tanks that are sealed or locked in the open position. Valves controlling the fuel supply to fire pump engines that are I sealed or locked in the open posi- tion. Trim valves to pressure switches in dry, preaction and deluge sprinkler systems that are sealed or locked in the open position. 903.4.1 Monitoring. Alarm, supervisory and trouble sig- nals shall be distinctly different and shall be automatically transmitted to an approved supervising station or, where approved by the fire code official, shall sound an audible signal at a constantly attended location. Exceptions: Underground key or hub valves in roadway boxes provided by the municipality or public utility are not required to be monitored. Backflow prevention device test valves located in limited area sprinkler system supply piping shall be locked in the open position. In occupancies required to be equipped with a fire alarm system, the backflow preventer valves shall be electri- cally supervised by a tamper switch installed in accordance with NFPA 72 and separately annun- ciated. 903 4.2 Alarms. One exterior approved audible device, located on the exterior of the building in an approved loca- tion, shall be connected to each automatic sprinkler sys- tem. Such sprinkler waterfiow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the sys- tem. Where a fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Visible alarm notification appliances shall not be required except when required by Section 907. 903.4.3 Floor control valves. Approved supervised indi- cating control valves shall be provided at the point of con- nection to the riser on each floor in high-rise buildings and Group 1-2 occupancies having occupied floors located more than 75 feet above the lowest level offire department vehicle access. 903.5 Testing and maintenance. Sprinkler systems shall be tested and maintained in accordance with Section 901. 903.6 Where required in existing buildings and structures. An automatic sprinkler system shall be provided in existing buildings and structures where required in Chapter 11. 2019 CALIFORNIA FIRE CODE 171 I I ' o Copyrig),t © 2019 ICC. ALL RIGHTS RESERVED. Accessed by Me Klousbr,xk.w, (,klllldaosbr,okow.,orn), (-) Order Number #1008"710 on Dec 6,201903:09 PM (PST) p0rs009t to Lirosr Agreement mill A A ICC. Mn 6n9h r..nnnl,ot1nn. no bother mnnoloetinnm ho cnn third ,,e,1n OC d,nteihotinn oothnrired. Sinol, one, nob, ronvine owl ne.twn,kino nenhihited. ANY I INAITTHORTZED ItEP000I SYION OR ATTACHMENT #9 BUILDING ACCESS - DOORS & ROADS HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS SIZE OF HIGH-PILED ALL STORAGE AREAS (See Sections 3206, 3207 and 3208)b SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see TORAGEAREA Section 3207.3) COMMODITY CLASS (square feet) (see Sections 3206.2 and Automatic fire- extinguishing Fire detection Fire department Smoke and Maximum pile Maximum permissible Maximum 3206.3) system Section system (see Section access doors Section heat removal (see Section dimension' storage height' pile volume (see 3206.5) (see 3206. 8) (feet) feet) (cubic 3206.4) 3206.7) (feet) 0-500 Not Not Not Not Not Not Not Required' Required Reqt red Required Required Required Required 501-2,500 Not Required' Yes5 Not Reqt ired Not I Required 120 40 100,000 2,501-12,000 Yes Not Not Not 120 40 400,000 Open to the public Required ReqL ired Required 2,501-12,000 Not N Not Not open to the public Yes Required Requ red' Required 120 40 400,000 (Option_1) 2,501-12,000 Not Not open to the public Required' Yes Yes Yesl 200,000 120 30' (Option 2) 12,001-500,000 Yes Not Y s Yesh, i Required 120 40 400,000 Greater than Yes Not Y s YesI, i 120 40 400,000 500,000 Required 0-500 Not Not Not Not 60 Not Not Required' Required Requ red' Required Required Required 501-2,500 Yes Not NV Not 60 30 75,000 Open to the public Required Requ red' Required 501-2,500 Not Nt Not Not open to the public Yes Required Requ red' Required 60 30 75,000 High (Option 1) hazard 501-2,500 Not Not open to the public Required' Yesg Yes Yes1" 50,000 60 20 (Option 2) 2,501-300,000 Yc@ ____________ Not Require - Yes YesI 60 30 75,000 Greater than 300,000'Yes Not Required Yes YesI, 60 30 75,000 For SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m3, 1 square foot = 0.0929 m2. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. For aisles, see Section 3206.10. Piles shall be separated by aisles complying with Section 3206.10. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note f where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. For storage exceeding 30 feet in height, Option 1 shall be used. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided where required by the fire code official. Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. Not required where storage areas with an exit access travel distance of 250 feet (76 200 mm) or less are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m s)'° or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.1. Not required in frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. 450 2019 CALIFORNIA FIRE CODE I I ' Copyright © uu,9 ICC. ALL RIGHTS RESERVED. A,,,,u,d by Eli, IGrouburoko,, (,k@kluuubruckum.00m), 1) Order Numb,, -0904710 on Dec Lu. 0019 000, PM (PST) purtuuot to License Agreement witl .1j A h fil 5 1( 111111111 1' ICC. triO ,,heee,wi,,,io,, ,o A,rlh ,I,,,-Iio,, hr,u.Lhi,d ,rIV. nrdiotrihntion thnri,,rI.Sinel,,oernnlv. rnnuioe ond ,setwrrkjnn nruhjhjt,d. ANYLJNAIJTHORIZFI) RF.PROflIJCTtON 00 Part Ill—Building and Equipment Design Features CHAPTER 5 FIRE SERVICE FEATURES User note: About this chapter: Chapter 5 provides requirements that apply to all buildings and occupancies and pertain to access roads, access to building openings and roofs, premises identification, key boxes, fire protection water supplies, fire command centers, fire department access to equipment and emergency responder radio coverage in buildings. Although many safety features are part of the building design, features such as proper fire department access roads and radio coverage are necessary in case of emergency and are important tools for emergency responders for public safety and their own safety. SECTION 501 GENERAL 501.1 Scope. Fire service features for buildings, structures and premises shall comply with this chapter. 501.2 Permits. A permit shall be required as set forth in Sec- tions 105.6 and 105.7. 501.3 Construction documents. Construction documents for proposed fire apparatus access, location of fire lanes, security gates across fire apparatus access roads and construction doc- uments and hydraulic calculations for fire hydrant systems shall be submitted to the fire department for review and approval prior to construction. 501.4 Timing of installation. Where fire apparatus access roads or a water supply for fire protection are required to be installed, such protection shall be installed and made service- able prior to and during the time of construction except where approved alternative methods of protection are provided. Temporary street signs shall be installed at each street inter- section where construction of new roadways allows passage by vehicles in accordance with Section 505.2. SECTION 502 DEFINITIONS 502.1 Definitions. The following terms are defined in Chap- ter 2: AGENCY. FIRE APPARATUS ACCESS ROAD. FIRE COMMAND CENTER. FIRE DEPARTMENT MASTER KEY. FIRE LANE. KEY BOX. TRAFFIC CALMING DEVICES. SECTION 503 FIRE APPARATUS ACCESS ROADS 503.1 Where required. Fire apparatus access roads shall be provided and maintained in accordance with Sections 503. 1.1 through 503.1.3. 503.1.1 Buildings and facilities. Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet (45 720 mm) of all por- tions 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. Exceptions: The fire code official is authorized to increase the dimension of 150 feet (45 720 mm) where any of the following conditions occur: I.I. The building is equipped throughout with an approved automatic sprinider system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. 1.2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protec- tion is provided. 1.3. There are not more than two Group R-3 or Group U occupancies. Where approved by the fire code official, fire apparatus access roads shall be permitted to be exempted or modified for solar photovoltaic power generation facilities. 2019 CALIFORNIA FIRE CODE 107 Copyright © ootn ICC. ALL RIGHTS RESERVED. Aoorstrd by Eli, Kltuobmokoer (ekilkluutb,-ucko,r.00m), (-)Order Numbertooso,i000 Den 6, 20t9 O3On PM (PST) pueeuaot to Lineote Agreement with i A 4 I I IM, rim ICC. Mn fn,-ehr,reewwtn,-tinn en keeh,rr,errolortion, hvunvthird ,,,,-to ne ,lint,ihntinn nnthn,i,,d, Sineleonee onto, -onoine e,I newnrkine nrnhihited. ANY ITNAITI'HORI7.P.O RF.PR(IOITCTSSN OR FIRE SERVICE FEATURES 503.1.2 Additional access. The fire code official is autho- rized to require more than one fire apparatus access road based on the potential for impairment of a single road by vehicle congestion, condition of terrain, climatic condi- tions or other factors that could limit access. 503.1.3 High-piled storage. Fire department vehicle access to buildings used for high-piled combustible stor- age shall comply with the applicable provisions of Chapter 32. 503.2 Specifications. Fire apparatus access roads shall be installed and arranged in accordance with Sections 503.2.1 through 503.2.8. [California Code of Regulations, Title 19, Division 1, §3.05(a)] Fire Department Access and Egress. (Roads) (a) Roads. Required access roads from every building to a public street shall be all-weather hard-surfaced (suitable for use by fire apparatus) right-of-way not less than 20 feet in width. Such right-of-way shall be unobstructed and maintained only as access to the public street. Exception: The enforcing agency may waive or modify this requirement if in his opinion such all-weather hard-surfaced condition is not necessary in the interest and 503.2.1 Dimensions. Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unob- structed vertical clearance of not less than 13 feet 6 inches (4115 mm). 503.2.2 Authority. The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire or rescue operations or where necessary to meet the public safety objectives of the jurisdiction. 503.23 Surface. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all- weather driving capabilities. 503.2.4 Turning radius. The required turning radius of a fire apparatus access road shall be determined by the fire code official. 503.2.5 Dead ends. Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) in length shall be pro- vided with an approved area for turning around fire appa- ratus. 503.2.6 Bridges and elevated surfaces. Where a bridge or an elevated surface is part of a fire apparatus access road, the bridge shall be constructed and maintained in accordance with AASHTO 1{B-17. Bridges and elevated surfaces shall be designed for a live load sufficient to carry the imposed loads of fire apparatus. Vehicle load limits shall be posted at both entrances to bridges where required by the fire code official. Where elevated surfaces designed for emergency vehicle use are adjacent to surfaces that are not designed for such use, approved barriers, approved signs or both shall be installed and maintained where required by the fire code official. 503.2.7 Grade. The grade of the fire apparatus access road shall be within the limits established by the fire code offi- cial based on the fire department's apparatus. 503.2.8 Angles of approach and departure. The angles of approach and departure for fire apparatus access roads shall be within the limits established by the fire code offi- cial based on the fire department's apparatus. 33 Marking. Where required by the fire code official, roved signs or other approved notices or markings that Jude the words NO PARKING—FIRE LANE shall be )vlded for fire apparatus access roads to identify such roads prohibit the obstruction thereof. The means by which fire Les are designated shall be maintained in a clean and legible idition at all times and be replaced or repaired when neces- yto provide adequate visibility. 3.4 Obstruction of fire apparatus access roads. Fire aratus access roads shall not be obstructed in any manner, luding the parking of vehicles. The minimum widths and arances established in Sections 503.2.1 and 503.2.2 shall maintained at all times. 503.4.1 Traffic calming devices. Traffic calming devices shall be prohibited unless approved by the fire code offi- cial. 3.5 Required gates or barricades. The fire code official is honzed to require the installation and maintenance of :es or other approved barricades across fire apparatus :ess roads, trails or other accessways, not including public ets, alleys or highways. Electric gate operators, where wided, shall be listed in accordance with UL 325. Gates ended for automatic operation shall be designed, con- icted and installed to comply with the requirements of TM F2200. 503.5.1 Secured gates and barricades. Where required, gates and barricades shall be secured in an approved man- ner. Roads, trails and other accessways that have been closed and obstructed in the manner prescribed by Section 503.5 shall not be trespassed on or used unless authorized by the owner and the fire code official. Exception: The restriction on use shall not apply to public officers acting within the scope of duty. 503.5.2 Fences and Gates. School grounds may be fenced and gates therein may be equipped with locks, provided that safe dispersal areas based on 3 square feet (0.28 m2) per occupant are located between the school and the fence. Such required safe dispersal areas shall not be located less than 50 feet (15 240 mm) from school build- ings. Every public and private school shall conform with Sec- tion 32020 of the Education Code which states: The governing board of every public school dis- trict, and the governing authority of every private school, which maintains any building used for the instruction or housing of school pupils on land entirely enclosed (except; for building walls) by fences of walls, shall, through cooperation with the local law enforcement and fire-protection agencies having jurisdiction of the area, make 108 2019 CALIFORNIA FIRE CODE I I • CopywghtO 00t9 ICC. ALL RIGHTS RESERVED. Arwooed by Liii, KI,uubnwkow (,ktiitkl,00bmuko,r.uom). (-)Order Numb,, tOo6OA7tD on Dec 6, 2019 OYOn PM (PST) pursuAnt to License Agreement with A k A I I I b TIC NofirI,w,wmI,,.-6w,. nofiwthrr wnw,bu'rinnuhnwwthj,d O,,-tO. 0 Ii,t,uhti, s,,thnsiwd. Sjn,Ir ,wrn,lo.o,,v,n, und nrtwnnkin., nrnhihitwi. ANY IlNATITHORIZED REPRODITOITON OR FIRE SERVICE FEATURES provision for the erection of gates in such fences or walls. The gates shall be of sufficient size to permit the entrance of the ambulances, police equipment and fire-fighting apparatus used by the law enforcement and fire-protection agencies. There shall be no less than one such access gate and there shall be as many such gates as needed to assure access to all major buildings and ground areas. If such gates are to be equipped with locks, the locking devices shall be designed to permit ready entrance by the use of the chain or bolt-cut- ting devices with which the local law enforcement and fire-protection agencies may be equipped. 503.6 Security gates. The installation of security gates across a fire apparatus access road shall be approved by the fire code official. Where security gates are installed, they shall have an approved means of emergency operation. The security gates and the emergency operation shall be maintained operational at all times Electric gate operators, where provided, shall be listed in accordance with UL 325 Gates intended for auto- matic operation shall be designed, constructed and installed to comply with the requirements of ASTM F2200. SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS 504.1 Required access. Exterior doors and openings required by this code or the California Building Code shall be main- tained readily accessible for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings shall be provided where required by the fire code official. [California Code of Regulations, Title 19, Division 1, §3.05(b)] Fire Department Access and Egress. (Roofs) (b) Roofs. No person shall install or maintain any security barrier such as barbed wire fencing, razor wire fencing, chain link fencing, or any other fencing material, cable, aerial, antenna, or other obstruction on the roof of any com- mercial establishment in such a manner as to obstruct or ren- der egress or access hazardous in the event offire or other emergency. Exception: Guy wire, rods and aerial antenna masts may be attached to a roof structure having a slope of less than 30 degrees provided there is full clearance of seven feet or more between the roof and said obstruction. Guy wire or rods required to support aerial or antenna masts may be attached to a roof structure a lateral distance from the mast not in excess of one-sixth the height of the mast. 504.2 Maintenance of exterior doors and openings. Exte- rior doors and their function shall not be eliminated without prior approval. Exterior doors that have been rendered non- functional and that retain a functional door exterior appear- ance shall have a sign affixed to the exterior side of the door with the words THIS DOOR BLOCKED. The sign shall con- sist of letters having a principal stroke of not less than 3/4 inch (19.1 mm) wide and not less than 6 inches (152 mm) high on a contrasting background. Required fire department access doors shall not be obstructed or eliminated. Exit and exit access doors shall comply with Chapter 10. Access doors for high-piled combustible storage shall comply with Section 3206.7. 504.3 Stairway access to roof. New buildings four or more stories above grade plane, except those with a roof slope greater than four units vertical in 12 units horizontal (33.3- percent slope), shall be provided with a stairway to the roof. Stairway access to the roof shall be in accordance with Sec- tion 1011.12. Such stairway shall be marked at street and floor levels with a sign indicating that the stairway continues to the roof. Where roofs are used for roof gardens or for other purposes, stairways shall be provided as required for such occupancy classification. 504.4 Roof access. No person shall install or maintain any security barrier such as barbed wire fencing, razor wire fenc- ing, chain link fencing, or any other fencing material, cable, aerial, antenna, or other obstruction on the roof of any com- mercial establishment in such a manner as to obstruct or ren- der egress or access hazardous in the event offire or other emergency. Exception: Guy wire, rods and aerial antenna masts may be attached to a roof structure having a slope of less than 30 degrees provided there is full clearance of 7 feet or more between the roof and said obstruction. Guy wire or rods required to support aerial or antenna masts may be attached to a roof structure a lateral distance from the mast not in excess of one-sixth the height of the mast. SECTION 505 PREMISES IDENTIFICATION 505.1 Address identification. New and existing buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) high with a minimum stroke width of "2 inch (12.7 mm). Where required by the fire code official, address identification shall be pro- vided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the struc- ture. Address identification shall be maintained. 505.2 Street or road signs. Streets and roads shall be identi- fied with approved signs. Temporary signs shall be installed at each Street intersection when construction of new road- ways allows passage by vehicles. Signs shall be of an approved size, weather resistant and be maintained until replaced by permanent signs. SECTION 506 KEY BOXES 506.1 Where required. Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting 2019 CALIFORNIA FIRE CODE 1 109 U113 Copyright ooto ICC. ALL RIGHTS RESERVED. Atotod by ER, Kiruobroohoer (,k@klausbruckoer.00m), (-) Order Number ut006uu7tu on Dec 16, 21319 0000 PM (PST) puoeuaot to Licont, Agreement with ICC No 6the,o10-tio, no 6,rth onniortinne ho onv third 00,-tO, or dioteihntioo ootho6t,ot tiioolene,r onto. ,-nnniro nod rrto,o,kjoo n,-nhjhjted ANY I INAtlTt4ORl7.Ef) RP.PROlttr1flON OR HIGH-PILED COMBUSTIBLE STORAGE no 3206.3 High-piled storage areas. For the application of Table 3206.2, the size of the high-piled storage areas shall be determined in accordance with Sections 3206.3.1 through 3206.3.2.1. 3206.3.1 Size of high-piled storage area. The size of each high-piled storage area shall include the footprint of the actual high-piled storage racks, shelves or piles and the following aisles: Interior aisles within the footprint of the storage area. An aisle around the perimeter of the footprint with a minimum width as required in Section 3206.10.1 or the dimension to a wall or full height wall, which- ever is less. 3206.3.2 Multiple high-piled storage areas. Where a building contains multiple high-piled storage areas, the aggregate of all high-piled storage areas shall be used for the application of Table 3206.2 unless the high-piled stor- age areas are separated in accordance with one of the fol- lowing: High-piled storage areas separated by fire barriers with a minimum fire-resistance-rating of 1 hour con- structed in accordance with Section 707 of the Cali- fornia Building Code. In buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, high-piled storage areas separated by 100 feet (30 480 mm) or more. The area providing the separation shall not contain high-piled combustible storage. 3206.3.2.1 Multiple class high-piled storage areas. High-piled storage areas classified as Class I through IV not separated from high-piled storage areas classi- fied as high hazard shall utilize the aggregate of all high-piled storage areas as high hazard for the purposes of the application of Table 3206.2. Multiple class high- piled storage areas meeting the separation requirements in Section 3206.3.2shall be considered as separated. The fire safety features in Table 3206.2 shall be extended beyond the higher-hazard storage area in accordance with Section 3206.2.1. Exception: Multiple class high-piled storage areas do not need to be separated where in accordance with Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 3206.4.1 Pallets. Automatic sprinkler system require- ments based on the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with FM 4996 or UL 2335 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high-piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Fire apparatus access roads in accor- dance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high-piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.7 Fire department access doors. Where fire depart- ment access doors are required by Table 3206.2, fire depart- ment access doors shall be provided in accordance Sections 3206.7.1 through 3206.7.8. 3206.7.1 Exterior walls without fire department access doors. Fire department access doors are not required in an exterior wall that does not face a fire apparatus access road provided that all of the following conditions occur: The opposite exterior wall faces a fire apparatus access road. The opposite exterior wall is provided with fire department access doors. The entire interior surface of the exterior wall is less than 150 feet (45 720 mm) away from a fire depart- ment access door. The building is equipped throughout with an auto- matic sprinkler system in accordance with Section 903.3.1.1. 3206.7.2 Where located. Where exterior walls surround- ing high-piled storage areas face fire apparatus access roads, such walls shall be provided with fire department access doors. 3206.7.3 Access to doors. Fire department access doors shall be able to be accessed without the use of a ladder. 3206.7.4 Marking on fire department access doors. Fire department access doors shall be labeled on the exterior side with the following sign or other approved sign: FIRE DEPARTMENT ACCESS DOOR DO NOT BLOCK The lettering shall be in a contrasting color to the back- ground. Letters shall have a minimum height of 2 inches (51 mm) with a minimum stroke of '8 inch (10 mm). 3206.7.5 Number of doors required. The required fire department access doors shall be distributed such that the lineal distance between adjacent fire department access doors does not exceed 125 feet (38 100 mm) measured center to center. Exception: The linear distance between adjacent access doors shall not exceed 200 feet (60 960 mm) in existing buildings where change in occupancy is not proposed. 2019 CALIFORNIA FIRE CODE 451 I I •Copy right © zoto ICC. ALL RIGHTS RESERVED. Accessed by RUle Klauabruoknro (tk@ldousbruckstrr.com), (-) Order Nutobn, 0500004750 on Dec 16, 2019 03:09 PM (PST) pursuant to Linens, Agreemont with A A I I I ICC Nob,nhe,renn otinono rOb rrs,wlsn-tiorshnsonthirdonrtv nrdintrihntinn snthn,ired nrtwnrkinrnrnlohitwi ANYIINAIflI400IZRDRF.P0000SCFOONOR HIGH-PILED COMBUSTIBLE STORAGE 3206.7.6 Door size and type. Fire department, access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be considered fire department access doors unless approved. 3206.7.7 Locking devices. Locking devices on fire department access doors shall be approved. 3206.7.8 Key box. Where fire department access doors are required, a key box shall be installed in accordance with Section 506.1. The key box shall contain keys or devices to allow for entry through the fire department access doors. 3206.8 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.9 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.10 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206. 10.1 through 3206.10.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed where approved. 3206.10.1 Width. Aisle width shall be in accordance with Sections 3206.10.1.1 and 3206.10.1.2. Exceptions: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (6 10 mm) wide. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.10.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. Aisles shall be not less than 96 inches (2438 mm) wide in areas open to the public where mechanical stocking methods are used. Exceptions: 1. Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are open to the public and designated to contain high-hazard commodities, and that are pro- tected by a sprinkler system designed for mul- tiple-row racks of high-hazard commodities, shall be not less than 44 inches (1118 mm) wide. 2. Aisles that are in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, not open to the public and protected by a sprinkler system designed for multiple-row racks, shall be not less than 24 inches (610 mm) wide. 3206.10.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.10.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.10.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.11 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Section 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Arrays. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. 452 2019 CALIFORNIA FIRE CODE i Cop ytight R ooto ICC. ALL RIGHTS RESERVED. Annoond by EffieKloosbrucko,r (,k@klousbruoko,r,coot), (-)Order Number o100000010 on Don 16, 2019 0309 PM (PST) purttrnnt to Lionoto Agreement tooth i k A A I 11I No booth ronroolotoolno. no b,th nnnoIo-non,hn.nnthioI forty. nrolionihnttnn tuthnriool SinoIno.r onh,. -00000000d ntoorhinn nrohjhitoI. ANY !INAIJTHORI7.Er) RF.PRCSTY IrT'IISN tIE L() Lrfr\LL.uorrcLv,Lx r C'J Lo 5 LEVELS PER RACKco (-8 POSITIONS FOR EQUIPMENT) = 312 PALLET POSITIONS 111 liv liii V 3 '24-OO1O1 bo bo 9303 -_- GRADE D AIRLOCK L9302 I EXIT AIRLOCK 191011 CR ATTACHMENT #10 SMOKE & HEAT REMOVAL HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS I ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF SIZE OF HIGH-PILED STORAGE-AREAf (square feet) (See Sections 3206, 3207 and 3208)b -------- ________ ------ -.----- Automatic fire- Fire detection Fire Smoke and STORAGE AND PALLETIZED STORAGE (see Section 3207.3) - ________ ________ Maximum CLASS (see Sections 3206.2 and extinguishing system department heat removal Maximum pile permissible Maximum 3206.3) system (se; access doors (see Section Sect (see Section (see Section 2 3206.8) dimension' storage pile volume (feet) heightd (cubic feet) 3206.4) 3206.7) (feet) 0-500 Not Not Not N t Not Not Not Required' Required Required Required Required Required Required 501-2,500 Not Required' ys Not Required N Reqi iired 120 40 100,000 2,501-12,000 Yes Not Not N 120 40 400,000 Open to the public Required Required Req ired 2,501-12,000 Not Not NDt Not open to the public Yes Required Requirede Req lired 120 40 400,000 (Option 1) 2,501-12,000 Not Not open to the public Required' Yes Yes yC Sh,i 120 30C 200,000 (Option 2) 12,001-500,000 Yes Not Yes yC Sh, Required 120 40 400,000 Greater than Yes Not Yes Y 120 40 400,000 500,000 Required 0-500 Not Not Not CA 60 Not Not Required' Required Requirede Req fired Required Required 501-2,500 Yes Not Not 60 30 75,000 Open to the public Required Required' Req jired 501-2,500 Not Not Is ot Not open to the public Yes Required Required' Req jired 60 30 75, 000 High (Option 1) hazard 501-2,500 Not Not open to the public Required' ys Yes Y s" 50,000 60 20 (Option 2) 2,501-300,000 ________ Not Yes ' 60 30 75,000 Yes Required — Yer— Greater than 300,000 Yes Not Required Yes Yes 1 60 30 75,000 For S 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m3, 1 square foot = 0.092 m2. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. For aisles, see Section 3206.10. Piles shall be separated by aisles complying with Section 3206.10. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note f where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. For storage exceeding 30 feet in height, Option 1 shall be used. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided where required by the fire code official. Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. Not required where storage areas with an exit access travel distance of 250 feet (76 200 mm) or less are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m. s)112 or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.1. Not required in frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. 450 - 2019 CALIFORNIA FIRE CODE I II • Copyright C rot ICC. ALL RIGHTS RESERVED. Arr,ord by Effie KIobrchorr (,k1Ek1,osbr,trho,r.om), (-) Order Number ,100004710 on Der to, rot, 0—PM (PSfl pur,000t to Lire—Agreement sniti I i•. Nob 5e eenl,, in, ,Ohee,m1,,jre,ho,rthjeA otn. o,AI,fflhntioo n,sbnei,M. Sinrleos,ronlv. rnnoinrond ,,rru,nrkmn n,ol,ihite,[ ANY IINAIITHORT7.P.I) RF.PRODIIrFIOMOR FIRE PROTECTION AND LIFE SAFETY SYSTEMS Exception: Group F-i aircraft manufacturing build- 910.2.2 High-piled combustible storage. Smoke and heat removal required by Table 3206.2 for buildings and por- tions thereof containing high-piled combustible storage shall be installed in accordance with Section 910.3 in unsprinldered buildings. In buildings and portions thereof containing high-piled combustible storage equipped throughout with an automatic sprinkler system in accor- dance with Section 903.3.1.1, a smoke and heat removal system shall be installed in accordance with Section 910.3 or 910.4. In occupied portions of a building equipped throughout with an automatic sprinkler system in accor- dance with Section 903.3.1.1 where the upper surface of the story is not a roof assembly, a mechanical smoke removal system in accordance with Section 910.4 shall be installed. 9103 Smoke and heat vents. The design and installation of smoke and heat vents shall be in accordance with Sections 910.3.1 through 910.3.3. 910.3.1 Listing and labeling. Smoke and heat vents shall be listed and labeled to indicate compliance with UL 793 or FM 4430 or ICC ES AC 331. 910.3 .2 Smoke and heat vent locations Smoke and heat vents shall be located 20 feet (6096 mm) or more from adjacent lot lines and fire walls and 10 feet (3048 mm) or more from fire barriers. Vents shall be uniformly located within the roof in the areas of the building where the vents are required to be installed by Section 910 2, with consid- eration given to roof pitch, sprinkler location and struc- tural members. 910.3.3 Smoke and heat vents area The required aggre- gate area of smoke and heat vents shall be calculated as follows: For buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1: A = V/9000 (Equation 9-3) where: AVR = The required aggregate vent area (ft). V = Volume (ft3) of the area that requires smoke removal. For unsprinklered buildings: A PW = AFA/SO (Equation 94) where A = The required aggregate vent area (ft2). AFA = The area of the floor in the area that requires 910.4 Mechanical smoke removal systems. Mechanical smoke removal systems shall be designed and installed in accordance with Sections 910.4.1 through 910.4.7. 910.4.1 Automatic sprinklers required. The building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 910.4.2 Exhaust fan construction. Exhaust fans that are part of a mechanical smoke removal system shall be rated for operation at 221°F (105°C). Exhaust fan motors shall be located outside of the exhaust fan air stream. 910.4.3 System design criteria. The mechanical smoke removal system shall be sized to exhaust the building at a minimum rate of two air changes per hour based on the volume of the building or portion thereof without contents. The capacity of each exhaust fan shall not exceed 30,000 cubic feet per minute (14.2 m3/s). 910.4.3.1 Makeup air. Makeup air openings shall be provided within 6 feet (1829 mm) of the floor level. Operation of makeup air openings shall be manual or automatic. The minimum gross area of makeup air inlets shall be 8 square feet per 1,000 cubic feet per minute (0.74 m2 per 0.4719 m3/s) of smoke exhaust. 910.4.4 Activation. The mechanical smoke removal sys- tem shall be activated by manual controls only. 910.4.5 Manual control location. Manual controls shall be located where they are able to be accessed by the fire service from an exterior door of the building and separated from the remainder of the building by not less than 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code or horizontal assemblies constructed in accordance with Section 711 of the Califor- nia Building Code, or both. 910.4.6 Control wiring. Wiring for operation and control of mechanical smoke removal systems shall be connected ahead of the main disconnect in accordance with Section 701.12E of the California Electrical Code and be pro- tected against interior fire exposure to temperatures in excess of 1,000°F (538°C) for a period of not less than 15 minutes. 910.4.7 Controls. Where building air-handling and mechanical smoke removal systems are combined or where independent building air-handling systems are pro- vided, fans shall automatically shut down in accordance with the California Mechanical Code. The manual con- trols provided for the smoke removal system shall have the capability to override the automatic shutdown of fans that are part of the smoke removal system. smoke and heat vents and mechanical smoke removal sys- tems shall be in accordance with Sections 910.5.1 and 910.5.2. A written record of inspection, testing and mainte- nance that includes the date identification of personnel involved, any unsatisfactory result corrective action taken and replaced parts shall be maintained on the premises. 910.5.1 Smoke and heat vents. Smoke and heat vents shall be maintained in an operative condition. Inspection, testing and maintenance shall be in accordance with NFPA 204 except as follows: 1 Mechanically operated smoke and heat vents shall be inspected annually and operationally tested not less than every 5 years 2 Gravity dropout smoke and heat vents shall be inspected annually. 2019 CALIFORNIA FIRE CODE 211 Copyogt R 2019 ICC. ALL RIGHTS RESERVED. Accessed by EEl, Kloosbrook,wr (ok@ktousboockow.00m), (-) Order Number ot00000rto on Dee to. 2010 09:00 PM (PET) p000000t to License Agrrnmont with II IN A I U ILI rN WITITHIM W.C. Mn S,,rh, nrnnnln,-0nn. no fi,rth,rrnnr,ol tinnohvnnothj,d nnn. o,dint.ihntion nthoñnwi Sinolnn,onnnlv. nnoino nod nn,nwn,kino n,nhjhjt,0t ANY OE.JAtrrE000T7.Ffl nFPRoD11(7IoNoR FIRE PROTECTION AND LIFE SAFETY SYSTEMS 3. Fused, damaged or painted fusible links shall be replaced. 910.5.2 Mechanical smoke removal systems. Mechani- cal smoke removal systems shall be maintained in accor- dance with NFPA 204 and the equipment manufacturer's instructions except as follows: Systems shall be inspected and operationally tested annually. Testing shall include the operation of all system components, controls and ancillary equipment, such as makeup air openings. A written schedule for routine maintenance and operational testing shall be established and testing shall be conducted in accordance with the schedule. SECTION 911 EXPLOSION CONTROL 911.1 General. Explosion control shall be provided in the following locations: Where a structure, room or space is occupied for pur- poses involving explosion hazards as identified in Table 911.1. Where quantities of hazardous materials specified in Table 911.1 exceed the maximum allowable quantities in Table 5003.1.1(1). Such areas shall be provided with explosion (deflagration) venting, explosion (deflagration) prevention systems or barri- cades in accordance with this section and NFPA 69, or NFPA 495 as applicable. Deflagration venting shall not be utilized as a means to protect buildings from detonation hazards. TABLE 911.1 EXPLOSION CONTROL REQUIREMENTS EXPLOSION CONTROL METHODS MATERIAL CLASS Barricade construction I Explosion (deflagration) venting or explosion (deflagration) prevention systems Hazard Category Combustible dustsa - Not required Required Cryogenic fluids Flammable Not required Required Division 1.1 Required Not required Division 1.2 Required Not required Explosives Division 1.3 Not required Required - Division 1.4 Not required Required Division 1.5 Required Not required Division 1.6 Required Not required Flammable gas Gaseous Not required Required Liquefied Not required Required Flammable liquids IA Not required Required IBC Not required Required Organic peroxides Unclassified detonable Required Not permitted I Required Not permitted Oxidizer liquids and solids 4 Required Not permitted Pyrophoric Gases Not required Required 4 Required Not permitted Unstable (reactive) 3 detonable Required Not permitted 3 nondetonable Not required Required Water-reactive liquids and solids 3 Not required Required 2° Not required Required Special Uses Acetylene generator rooms - Not required Required Grain processing - Not required Required Liquefied petroleum gas distribution facilities - Not required Required Where explosion hazards exist' Detonation Required Not permitted Deflagration Not required Required Combustible dusts that are generated during manufacturing or processing. See defmition of "Combustible dust" in Chapter 2. Storage or use. In open use or dispensing. Rooms containing dispensing and use of hazardous materials where an explosive environment can occur because of the characteristics or nature of the hazardous materials or as a result of the dispensing or use process. A method of explosion control shall be provided where Class 2 water-reactive materials can form potentially explosive mixtures. Explosion venting is not required for Group H-5 Fabrication Areas complying with Chapter 27 and the California Building Code. 212 2019 CALIFORNIA FIRE CODE I II Copyright © 2.11 C. ALL RIGHTS RESERVED. Accented by Ellie K1aosbrcckoen (ek@kloutbruckoerrotte). (.) Order Number otOO8OVtO on Dec 6, 20t0 O3On PM (PST) purtuoot to License Agreement tuntl 19.110 A A I I I ICC, No bothe,r ,r,olo,-tion. no 6,,th rrenrod,ctionrhvsnv third noon. nrdictriln,tion sntho#o.cl Sinoleflmronln, rocino end nrtn,orkinnnrnhihiterl. ANY ItNAIITHORI7FD RF.PR( DItCTION OR ATTACHMENT #11 PORTABLE FIRE EXTINGUISHERS HIGH-PILED COMBUSTIBLE STORAGE 3206.7.6 Door size and type. Fire department access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 nun) in height. Roll-up doors shall not be considered fire department access doors unless approved. I 3206.7.7 Locking devices. Locking devices on fire department access doors shall be approved. 3206.7.8 Key box. Where fire department access doors are required, a key box shall be installed in accordance with Section 506.1. The key box shall contain keys or devices to allow for entry through the fire department access doors. 3206.8 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.9 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.10 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.10.1 through 3206.10.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed where approved. 3206.10.1 Width. Aisle width shall be in accordance with Sections 3206.10.1.1 and 3206.10.1.2. Exceptions: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (6 10 mm) wide. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.10.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (1118 nun) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. Aisles shall be not less than 96 inches (2438 mm) wide in areas open to the public where mechanical stocking methods are used. Exceptions: 1. Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are open to the public and designated to contain high-hazard commodities, and that are pro- tected by a sprinkler system designed for mul- tiple-row racks of high-hazard commodities, shall be not less than 44 inches (1118 mm) wide. 2. Aisles that are in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, not open to the public and protected by a sprinkler system designed for multiple-row racks, shall be not less than 24 inches (610 mm) wide. 3206.10.1.2 Nonsprinklered buildings. Aisles in non- sprinidered buildings shall be not less than 96 inches (2438 mm) wide. 3206.10.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.10.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.11 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Section 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Arrays. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. 452 2019 CALIFORNIA FIRE CODE I I • -[Oki -911111] Copyoigtt @ 2019 ICC. ALL RIGHTS RESERVED. At000s,d by EEl, Klausbruoko,r (,k@klousbrookner.00m). (-) Ordor Nombor o,00000i,o on Dec 16, 0010 oon PM (PIT) purounot to Littoor Agreement with 11 ICC Nn ll.rthrrr,r.ul.tin. further r rfu tin,.. hn third ,,u.-tn. or rho ihotin,. .thnr,,d. Sirete ,,er trio. urnirr, urn1 urkirr orohihited. ANY IJNAI]THORI7.P.D RF.PROflI IrrION OR FIRE PROTECTION AND LIFE SAFETY SYSTEMS 905.6.1 Protection. Risers and laterals of Class III stand- pipe systems shall be protected as required for Class I sys- tems in accordance with Section 905.4.1. 905.6.2 Interconnection. In buildings where more than one Class III standpipe is provided, the standpipes shall be interconnected in accordance with NFPA 14. 905.7 Cabinets. Cabinets containing fire-fighting equipment, such as standpipes, fire hose, fire extinguishers or fire depart- ment valves, shall not be blocked from use or obscured from view. 905.7.1 Cabinet equipment identification. Cabinets shall be identified in an approved manner by a permanently attached sign with letters not less than 2 inches (51 mm) high in a color that contrasts with the background color, indicating the equipment contained therein. Exceptions: Doors not large enough to accommodate a writ- ten sign shall be marked with a permanently attached pictogram of the equipment contained therein. Doors that have either an approved visual identi- fication clear glass panel or a complete glass door panel are not required to be marked. 905.7.2 Locking cabinet doors. Cabinets shall be unlocked. Exceptions: Visual identification panels of glass or other approved transparent frangible material that is easily broken and allows access. Approved locking arrangements. Group 1-3 occupancies 'and in mental health areas of Group 1-2 occupancies. 905.8 Dry standpipes. Dry standpipes shall not be installed. Exception: Where subject to freezing and in accordance with NFPA 14. 905.9 Valve supervision. Valves controlling water supplies shall be supervised in the open position so that a change in the normal position of the valve will generate a supervisory signal at the supervising station required by Section 903.4. Where a fire alarm system is provided, a signal shall be trans- mitted to the control unit. Exceptions: Valves to underground key or hub valves in road- way boxes provided by the municipality or public utility do not require supervision. Valves locked in the normal position and inspected as provided in this code in buildings not equipped with a fire alarm system. 905.10 During construction. Standpipe systems required during construction and demolition operations shall be pro- vided in accordance with Section 3313. 905.11 Locking standpipe outlet caps. The fire code official is authorized to require locking caps on the outlets on dry standpipes where the responding fire department carries key wrenches for the removal that are compatible with locking FDC connection caps. 905.12 Existing buildings. Where required in Chapter 11, existing structures shall be equipped with standpipes installed in accordance with Section 905. SECTION 906 PORTABLE FIRE EXTINGUISHERS 906.1 Where required Portable fire extinguishers shall be installed in all of the following locations In new and existing Group A, B, B, F, H, I, L, M, R-1, R-2, R-2. 1, R-2.2, R-3. 1, R-4 and S occupancies. Exception: In Group R-2 occupancies, portable fire extinguishers shall be required only in locations specified in Items 2 through 6 where each dwelling unit is provided with a portable fire extinguisher having a minimum rating of 1-A 10-13:C. Within 30 feet (9144 mm) of commercial cooking equipment. In areas where flammable or combustible liquids are stored, used or dispensed. 4 On each floor of structures under construction, except Group R-3 occupancies, in accordance with Section 3315.1. Where required by the sections indicated in Table 906.1. Special-hazard areas, including but not limited to labo- ratories, computer rooms and generator rooms, where required by the fire code official. 7 Large and small family day-care homes shall be equipped with a portable fire extinguisher having a minimum 2-A:10-B:C rating. Where required by California Code of Regulations, Title 19, Division 1. Within 30 feet (9144 mm) of domestic cooking equip- ment located in a Group 1-2 [California Code of Regulations, Title 19, Division 1, §3.29(a) through (d)] Portable Fire Extinguishing Equip- ment. General. Portable fire extinguishers conforming to the requirements of California Code of Regulations, Title 19, Division 1, Chapter 3, shall be installed and maintained in accordance with guides established therein. Special Coverage. Additional Class A, B and C units of adequate extinguishing potential shall be provided for any other hazard, as determined by the enforcing agency. Group A Occupancies. (1) One additional Class 2-A unit shall be provided in Group A Occupancies as follows: On each side of the stage or platform. Exception: Platforms 1,000 square feet or less in area need have only one such extinguishing unit. On each side of every fly gallery. In basements beneath the stage or platform. 178 2019 CALIFORNIA FIRE CODE iIIllII1iIl1l1 iA1UJl1 ii WO MM ri i u Copyrigbt 01.1111C. ALL RIGHTS RESERVED. Accessed by Eli, Klousbwckoer (ekliklambruclocor.coro), (-)Order Numbrr rr000007t0 on Dee 16. 2-03:09 owoo PM (PSI) por0000t to License Agreement with II •UII UUUUU I..I liii liii 11 ICC. No h,rthorroorrolw-r.00. no hoOhrr rrorr.Icrtinnohvnnvthird nw-to. or diotoihotion onrhorirod. binotrowrnnl, nnoin, owl nrt-wn,kino owhihit.ol. ANY IINAtITI4ORIZyI) REPRC)DIJCTIONOR FIRE PROTECTION AND LIFE SAFETY SYSTEMS In every hallway or passageway leading to a dressing room. In every property room, carpenter shop, or simi- lar workroom. (2) Not less than one 10-B. C unit (not less than 4-B.0 for existing extinguishers in existing occupancies) shall be provided: For each motor and fan room. Adjacent to each switchboard on the stage or platform. For each motion picture machine in projection rooms. Exception: One 20-B:C unit (not less than 8-B:C for existing extinguishers in existing occupancies) in each projection room may be accepted as pro- viding substantially equal protection. (3) The enforcing agency may allow modifications or deviations relative to the number and location ofporta- ble fire extinguishers as required by this section pro- vided such authority finds that the basic intent of this section and the ease of accessibility to extinguishers is otherwise achieved. (d) Group R-2. 1, R-3. I and R-4 Occupancies. In Group R- 2.1, R-3.1 and R-4 occupancies, a continuously attached garden hose, equipped with a water flow control nozzle, may be provided in lieu of one or more requiredfire extin- guishers when acceptable to the enforcing agency. The location and length of such hose shall be as designated or approved by the enforcing agency. NOTE: It is recommended that, wherever possible, porta- ble fire extinguishers be located adjacent to manual fire alarm sending stations. [California Code of Regulations, Title 19, Division 1, §565(a)] Selection of Fire Extinguishers. (a) The selection of extinguishers for a given situation shall be determined by the authority having jurisdiction in accordance with adopted codes or ordinances. The character of the fires anticipated, the construction and occupancy of the individual property, the vehicle or hazard to be protected, ambient-temperature condi- tions, and other factors shall be considered. The num- ber, size, placement, and limitations of use of extinguishers required shall be determined by using California Code of Regulations, Title 19, Division 1, Sections 567 through 573. 906.2 General requirements. Portable fire extinguishers shall be selected, installed and maintained in accordance with this section and California Code of Regulations, Title 19, Division 1, Chapter 3. Exceptions: 1. The distance of travel to reach an extinguisher shall not apply to the spectator seating portions of Group A-5 occupancies. > 2. Thirty-day inspections shall not be required for por- table fire extinguishers that are supervised by a TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS SECTION SUBJECT 303.5 Asphalt kettles 307.5 Open burning 308.1.3 Open flames-torches 309.4 Powered industrial trucks 2005.2 Aircraft towing vehicles 2005.3 Aircraft welding apparatus 2005.4 Aircraft fuel-servicing tank vehicles 2005.5 Aircraft hydrant fuel-servicing vehicles 2005.6 Aircraft fuel-dispensing stations 2007.7 Heliports and helistops 2108.4 Dry cleaning plants 2305.5 Motor fuel-dispensing facilities 2310.6.4 Marine motor fuel-dispensing facilities 2311.6 Repair garages 2404.4.1 Spray-finishing operations 2405.4.2 Dip-tank operations 2406.4.2 Powder-coating areas 2804.3 Lumberyards/woodworking facilities 2808.8 Recycling facilities 2809.5 Exterior lumber storage 2903.5 Organic-coating areas 3006.3 Industrial ovens 3104.12 Tents and membrane structures 3206.10 High-piled storage 3315.1 Buildings under construction or demolition 3317.3 Roofing operations 3408.2 Tire rebuilding/storage 3504.2.6 Welding and other hot work 3604.4 Marinas 3703.6 Combustible fibers 5703.2.1 Flammable and combustible liquids, general 5704.3.3.1 Indoor storage of flammable and combustible liquids 5704.3.7.5.2 Liquid storage rooms for flammable and combustible liquids 5705.4.9 Solvent distillation units 5706 2 7 Farms and construction sites-flammable and com- bustible liquids storage 5706.4.10.1 Bulk plants and terminals for flammable and com- bustible liquids 5706.5.4.5 Commercial, industrial, governmental or manufac- turing establishments-fuel dispensing 5 706.6.4 Tank vehicles for flammable and combustible liquids 5906.5.7 Flammable solids 6108.2 LP-gas I 2019 CALIFORNIA FIRE CODE 179 II1IllRIIllh1 ii .uiuk ,_VUI.I IAlJI1 ii Ji1II i u t_I UI I I 1111k I I - Copyright © ROt, ICC. ALL RIGHTS RESERVED. Acrewed by Elbe Klousbmckoe, (ek@ktourbruckoer.com), (-) Order Number o,000007,u on Dec 10, 2019 09:09 PM (PSI) pur1000t to Lic,n,o Agreement with Ill.. No ,therrerM,,,-tio. no rthe,re,,rwi,ut,000houoolhjM 0000. r,dl,trihrtioo ,,,thori,,d. Sio,Ieroortr.o,,oir, ood retu,nrkio, orrhibited. ANY 11N0!ITHORT7.F.r1RF.PROI)IIC1'ION (Ill FIRE PROTECTION AND LIFE SAFETY SYSTEMS Travel distances for portable extinguishers shall not exceed 50 feet (15.25 m) as shown in California Code of Regulations, Title 19, Division 1, Section 569, Table 3. Scattered or widely separated hazards shall be individ- ually protected. An extinguisher in the proximity of a haz- ard shall be carefully located to be accessible in the presence of afire without undue danger to the operator. [California Code of Regulations, Title 19, Division 1, §5 71 (a)] Fire Extinguisher Size and Placement for Class C Hazards (a) Fire extinguishers with Class C ratings shall be required where energized electrical equipment can be encountered which would require a nonconducting extin- guishing medium. This requirement includes situations where fire either directly involves or surrounds electrical equipment. Since the fire itself is a Class A or Class B haz- ard, the fire extinguishers shall be sized and located on the basis of the anticipated Class A or Class B hazard. Note: Electrical equipment should be de-energized as soon as possible to prevent reigniting. 906.3.1 Class A fire hazards. The minimum sizes and distribution of portable fire extinguishers for occupancies that involve primarily Class A fire hazards shall comply with Table 906.3(1). TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS LIGHT ORDINARY EXTRA (Low) (Moderate) (High) HAZARD HAZARD HAZARD OCCUPANCY OCCUPANCY OCCUPANCY Minimum-rated 2-Ac 2-A 4Aa single extinguisher Maximum floor area 3,000 1,500 1,000 per unit of A square feet square feet square feet Maximum floor area 11,250 11,250 11,250 for extinguisher1' square feet square feet square feet Maximum distance of 75 feet 75 feet 75 feet travel to extinguisher For SL 1 foot = 304.8 mm, 1 square foot = 0.0929 m2, 1 gallon = 3.785 L. Two 21/2-gallon water-type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. California Code of Regulations, Title 19, Division 1, Chapter 3 concerning application of the maximum floor area criteria. Two water-type extinguishers each with a 1-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) Hazard Occupancies. 906.3.2 Class B fire hazards. Portable fire extinguishers for occupancies involving flammable or combustible liq- uids with depths less than or equal to 0.25 inch (6.4 mm) shall be selected and placed in accordance with Table 906.3(2). Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25-inch (6.4 mm) shall be selected and placed in accordance with California Code of Regulations, Title 19, Division 1, Chapter 3. TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25 INCH BASIC MINIMUM MAXIMUM DISTANCE TYPE OF HAZARD EXTINGUISHER OF TRAVEL TO RATING EXTINGUISHERS (feet) Light (Low) 5-B 30 10-B 50 -- -- Ordinary (Moderate) 10-B 30 20-B 50 Extra (High) 40-B 30 80-B 50 For SI: 1 inch = 25.4 nun, 1 foot = 304.8 mm. a. For requirements on water-soluble flammable liquids and alternative sizing criteria, see California Code of Regulations, Title 19, Division 1, Chapter 3. 906.3.3 Class C fire hazards. Portable fire extinguishers for Class C fire hazards shall be selected and placed on the basis of the anticipated Class A or B hazard. 906.3.4 Class D fire hazards. Portable fire extinguishers for occupancies involving combustible metals shall be selected and placed in accordance with California Code of Regulations, Title 19, Division 1, Chapter 3. 906.4 Cooking equipment fires. Fire extinguishers provided for the protection of cooking equipment shall be of an approved type compatible with the automatic fire-extinguish- ing system agent. Cooking equipment involving solid fuels or vegetable or animal oils and fats shall be protected by a Class K-rated portable extinguisher in accordance with Sections 906.1, Item 2, 906.4.1 and 906.4.2 as applicable. [California Code of Regulations, Title 19, Division 1, §573(a) through (c)] Fire Extinguisher Size and Placement for Commercial Cooking Operations. Fire extinguishers with a Class K rating shall be pro- vided for hazards where there is a potential for fires involving combustible cooking media (vegetable or animal oils and fats). Maximum travel distance shall not exceed 30 feet (9.15 m) from the hazard to the extinguishers. Additional fire extinguishers, required for the control of other classes offires, shall be provided for commercial cooking areas as required by California Code of Regula- tions, Title 19, Division 1, Section 567. 906.4.1 Portable fire extinguishers for solid fuel cook- ing appliances. Solid fuel cooking appliances, whether or not under a hood, with fireboxes 5 cubic feet (0.14 m3) or less in volume shall have a minimum 2.5-gallon (9 L) or two 1.5-gallon (6 L) Class K wet-chemical portable fire extinguishers located in accordance with Section 906.1. 906.4.2 Class K portable fire extinguishers for deep fat fryers. Where hazard areas include deep fat fryers, listed Class K portable fire extinguishers shall be provided as follows: 1. For up to four fryers having a maximum cooking medium capacity of 80 pounds (36.3 kg) each: one 184 2019 CALIFORNIA FIRE CODE , Mn Cop yrigbt © zoto ICC. ALL RIGHTS RESERVED. Acototod by ER, Klaotbruokotr (ek@klaoobrookoer.rom). (-)Order Nombtr ,I008O 710 On Dec 16, 20t9 OTOO PM (PST) pursuant to License Agreement toOth ICC Nob,r,hn,tnt.l,,rtion.nothoh,rrntoIoctintohn,,nthinI n,Oto nt tjotih,,tion n,thn,inndSil,nnlv.ronvinncnd ttnothitttohihitttt FIRE PROTECTION AND LIFE SAFETY SYSTEMS Class K portable fire extinguisher of a minimum 1.5-gallon (6 L) capacity. For every additional group of four fryers having a maximum cooking medium capacity of 80 pounds (36.3 kg) each: one additional Class K portable fire extinguisher of a minimum 1.5-gallon (6 L) capacity shall be provided. For individual fryers exceeding 6 square feet (0.55 m2) in surface area: Class K portable fire extinguish- ers shall be installed in accordance with the extin- manutacturer' s recommendations. 906.5 Conspicuous location. Portable fire extinguishers shall be located in conspicuous locations where they will have ready access and be immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indi- cates the need for placement away from normal paths of travel. [California Code of Regulations, Title 19, Division 1, §567.51 Physical Damage Protection. Extinguishers installed under conditions where they are sub- ject to physical damage, (e.g., from impact, vibration, the environment) shall be adequately protected. 906.6 Unobstructed and unobscured. Portable fire extin- guishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be com- pletely avoided, means shall be provided to indicate the loca- tions of extinguishers. 906.7 Hangers and brackets. Hand-held portable fire extin- guishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with [California Code of Regulations, Title 19, Division 1, §56 7.3] Installation. Portable fire extinguishers other than wheeled types shall be securely installed on the hanger or in the bracket supplied or placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting sur- face in accordance with the manufacturer's instruc- tions. Wheeled-type fire extinguishers shall be located in a designated location. [California Code of Regulations, Title 19, Division 1, §567. 41 Brackets. Extinguishers installed under conditions where they are sub- ject to dislodgement shall be installed in brackets specifically designed to cope with this problem. [California Code of Regulations, Title 19, Division 1, §567.61 Mounting. Fire extinguishers having a gross weight not exceeding 40 pounds (18.14 kg) shall be installed so that the top of the fire extinguisher is not more than 5 feet (1.53 m) above the floor. Fire extinguishers having a gross weight greater than 40 pounds (18.14 kg) (except wheeled types) shall be so installed that the top of the fire extinguisher is not more than 3 '2 feet (1.07 m) above the floor. In no case shall the clearance between the bottom of the extinguisher and the floor be less than 4 inches (10.2 cm). 906.8 Cabinets. Cabinets used to house portable fire extin- guishers shall not be locked. Exceptions: Where portable fire extinguishers subject to mali- cious use or damage are provided with a means of ready access. In Group 1-3 occupancies and in mental health areas in Group 1-2 occupancies, access to portable fire extinguishers shall be permitted to be locked or to be located in staff locations provided that the staff has keys. [California Code of Regulations, Title 19, Division 1, §56 7.2] Cabinets. Cabinets housing extinguishers shall not be locked. Exception: Where extinguishers are subject to malicious use, locked cabinets may be used provided they include a means of emergency access and are approved by the authority having jurisdiction. [California Code of Regulations, Title 19, Division 1, §567.71 Sealed Cabinets. Where extinguishers are installed in closed cabinets that are exposed to elevated temperatures, the cabinets shall be pro- vided with screened openings and drains. 6.9 Extinguisher installation. The installation of portable extinguishers shall be in accordance with Sections 6.9.1 through 906.9.3. 906.9.1 Extinguishers weighing 40 pounds or less. Por- table fire extinguishers having a gross weight not exceed- ing 40 pounds (18 kg) shall be installed so that their tops are not more than 5 feet (1524 mm) above the floor. 906.9.2 Extinguishers weighing more than 40 pounds. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that their tops are not more than 3.5 feet (1067 mm) above the floor. 906.9.3 Floor clearance. The clearance between the floor and the bottom of installed hand-held portable fire extin- guishers shall be not less than 4 inches (102 mm). .10 Wheeled units. Wheeled fire extinguishers shall be ispicuously located in a designated location. SECTION 907 FIRE ALARM AND DETECTION SYSTEMS 907.1 General. This section covers the application, installa- tion, performance and maintenance of fire alarm systems and their components in new and existing buildings and struc- tures. The requirements of Section 907.2 are applicable to new buildings and structures. The requirements of Section 907.9 are applicable to existing buildings and structures. 2019 CALIFORNIA FIRE CODE I 185 I I • i Copyright © unto ICC. ALL RIGHTS RESERVED. Aoesood by ER, Kloosbrucknrr (rk@kl,osbrouknrr.uom). (-) Order Number ,toonou,to on Dec 16, 2019 0Y09 PM (PST) pursuant to License Agreement with 4UP 4 MET: iff U, rK 1 ICC. No Et,thr, rrnrod,wtinr. no ,Oh,,wsrOd,IItjorI, hv,ou third ,00u. o,dIrtihntjon oothn,Is,d. Smut, or,, onto. -0mb, ,od nrrnuorkis, orohihiwd. ANY ITNATITHORIZEr) RFPRODTTCFTION OR ATTACHMENT #12 AISLE WIDTHS HIGH-PILED COMBUSTIBLE STORAGE 3206.7.6 Door size and type. Fire department access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be considered fire department access doors unless approved. 3206.7.7 Locking devices. Locking devices on fire department access doors shall be approved. 3206.7.8 Key box. Where fire department access doors are required, a key box shall be installed in accordance with Section 506.1. The key box shall contain keys or devices to allow for entry through the fire department access doors. 3206.8 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.9 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.10 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.10.1 through 3206.10.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed where approved. 3206.10.1 Width. Aisle width shall be in accordance with Sections 3206.10.1.1 and 3206.10.1.2. Exceptions: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.10.1.1 Sprinklered buildings. Aisles in sprin- ldered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. Aisles shall be not less than 96 inches (2438 mm) wide in areas open to the public where mechanical stocking methods are used. Exceptions: 1. Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are open to the public and designated to contain high-hazard commodities, and that are pro- tected by a sprinkler system designed for mul- tiple-row racks of high-hazard commodities, shall be not less than 44 inches (1118 mm) wide. 2. Aisles that are in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, not open to the public and protected by a sprinkler system designed for multiple-row racks, shall be not less than 24 inches (610 mm) wide. 3206.10.1.2 Nonsprinklered buildings. Aisles in non- sprinidered buildings shall be not less than 96 inches (2438 mm) wide. 3206.10.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.10.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. - - 3206.11 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Section 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Arrays. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. 452 2019 CALIFORNIA FIRE CODE I I • Copyright © 2019 CC. ALL RIGHTS RESERVED. Accessed by Eli. Kluuubnwlmer (rk@kiaubrudowr.tom), (-)Order Number #100-710 on Dec 16 ,2019 0309 PM (PST) pornnnnt to Linens, Agreement with & Hill I 4 I I I ICC so Ssh,, renrmt,snioonhosnnthjrd curls,. crdjsirih,s5jro nsihcsinesl. SO,oi, c, uric, ossuio.uod o.9scorkinn nrohihjiwi. ANYIINAIJTI4ORIZP.I) RF.PRODUCTION ('30 ATTACHMENT # 13 HOUSEKEEPING & MAINTENANCE: SYSTEMS MAINTENANCE HIGH-PILED COMBUSTIBLE STORAGE 3203.10.1 Unreinforced plastic pallets. For Class I through IV commodities, where unreinforced polypropyl- ene or unreinforced high-density polyethylene plastic pal- lets are used, the commodity classification shall be increased one class. To be considered unreinforced plastic pallets, the pallets shall be marked with a permanent sym- bol indicating the pallet is unreinforced. 3203.10.2 Reinforced plastic pallets. For Class I through IV commodities, where reinforced polypropylene or rein- forced high-density polyethylene plastic pallets are used, the commodity classification shall be increased two classes except for Class IV commodities, which shall be increased to a high-hazard (Group A plastic, cartoned, unexpanded) commodity. 3203.10.3 Other pallets. For Class I through IV commod- ities stored on plastic pallets other than polypropylene or high-density polyethylene plastic pallets, the commodity classification shall be increased two classes unless specific testing is conducted by a testing laboratory. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class IV or high-hazard commodities. The designation of a high-piled storage area, or portion thereof intended for stor- age of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high-piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored where a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engineering analysis shall consider the ability of the sprin- kler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.10. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 3206.2 through 3206.11. 3206.2 Type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and auto- matic sprinkler design densities shall be provided to protect the high-piled storage area. 3206.2.1 Extent of protection. The fire safety features required in Table 3206.2 shall extend to the lesser of 15 feet (4572 mm) beyond the high-piled storage area or a full height wall. Where portions of high-piled storage areas have different fire protection requirements because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design requirements. 2019 CALIFORNIA FIRE CODE 449 I - I I I k - Copyright © 1011I11. ICC N lb ALL RIGHTS RESERVED. Accessed by Eli, IGausbrorkoer (,k@klausbroobo,r.rom) (-)Order Nurnb,r #t0080o710 on Dec 16, 2019 0Y09 PM (PIT) Pursuant to Limos, Agreement with ,l-tion. o R,rrhrr rrwl linhrorlhjrd 0090. Iisrrihorior n,,lhrinM sd nroorkinn ,ohihirI. ANY ITNAIIT510917.FD RFPRODIIlIIO90 (10 FIRE PROTECTION AND LIFE SAFETY SYSTEMS sprinkler system riser room, the door shall be permitted to be locked provided that the key is available at all times. 901.4.6.2 Marking on access doors. Access doors for automatic sprinkler system riser rooms and fire pump rooms shall be labeled with an approved sign. The let- tering shall be in contrasting color to the background. Letters shall have a minimum height of 2 inches (51 mm) with a minimum stroke of inch (10 mm). 901.4.6.3 Environment. Automatic sprinkler system riser rooms and fire pump rooms shall be maintained at a temperature of not less than 40°F (4°C). Heating units shall be permanently installed. 901.4.6.4 Lighting. Permanently installed artificial illumination shall be provided in the automatic sprin- kler system riser rooms and fire pump rooms. 901.5 Installation acceptance testing. Fire detection and alarm systems, emergency alarm systems, gas detection sys- tems, fire-extinguishing systems, fire hydrant systems, fire standpipe systems, fire pump systems, private fire service mains and all other fire protection systems and appurtenances thereto shall be subject to acceptance tests as contained in the installation standards and as approved by the fire code offi- cial. The fire code official shall be notified before any required acceptance testing. 901.5.1 Occupancy. It shall be unlawful to occupy any portion of a building or structure until the required fire detection, alarm and suppression systems have been tested ano 901.6 Inspection, testing and maintenance. Fire detection and alarm systems, emergency alarm systems, gas detection systems fire-extinguishing systems, mechanical smoke exhaust systems and smoke and heat vents shall be main- tained in an operative condition at all times, and shall be replaced or repaired where defective. Nonrequired fire pro- tection systems and equipment shall be inspected, tested and maintained or removed. All fire alarm systems, fire detection systems, automatic sprinkler or extinguishing systems, communication systems, and all other equipment, material or systems required by these regulations shall be maintained in an operable condi- tion at all times in accordance with this code and California Code of Regulations, Title 19, Division 1. Upon disruption or diminishment of the fire protective qualities of such equip- ment, material or systems, immediate action shall be insti- tuted to effect a reestablishment of such equipment, material or systems to their original normal and operational condi- tion. [California Code ofRegulations, Title 19, Division 1, §1.141 Maintenance. Every fire alarm system or device, sprinkler system, fire extinguisher, fire hose, fire-resistive assembly or any other fire safety assembly, device, material or equipment installed and retained in service in any building or structure subject to California Code of Regulations, Title 19, Division I regula- tions shall be maintained in an operable condition at all times in accordance with California Code of Regulations, Title 19, Division 1 regulations and with their intended use. [California Code of Regulations, Title 19, Division 1, §3.241 Maintenance of Equipment. All fire alarm systems, fire detection systems, automatic sprinkler or extinguishing systems, communication systems, and all other equipment, material or systems required by Cal- ifornia Code of Regulations, Title 19, Division I shall be maintained in an operable condition at all times. Upon dis- ruption or diminishment of the fire protective qualities of such equipment, material or systems, immediate action shall be instituted to effect a reestablishment of such equipment material or systems to their original normal and operational condition. [California Code of Regulations, Title 19, Division 1, §904(a)] Required Inspection, Testing and Maintenance Frequencies. All automatic fire extinguishing systems, including sys- tems installed as an alternate to other building require- ments, shall be inspected, tested and maintained in accordance with the following frequencies. Local authori- ties may require more frequent inspection, testing and maintenance and additional procedures. [California Code of Regulations, Title 19, Division 1, §904(a) (])]Required Inspection, Testing and Maintenance Frequencies. (1) Water-basedfire protection systems shall be inspected, tested and maintained in accordance with the frequencies required by NFPA 25 (2011 edition) including Annexes A, B, C, D, E, F and G as amended by the State of California. (Published as NFPA 25, 2013 California Edition) [California Code of Regulations, Title 19, Division 1, §904(b)] Required Inspection, Testing and Maintenance Frequencies. When proof of the installation date of standpipe sys- tems or automatic fire sprinkler systems cannot be fur- nished, such systems shall receive initial testing and maintenance by July 1, 1985. [California Code of Regulations, Title 19, Division 1, §904.2(a)] Testing and Maintenance Requirements. (a) All testing and maintenance on automatic fire extin- guishing systems in accordance with Health & Safety Code Section 13195 shall be performed by those licensed in accordance with Health and Safety Code Section 13196.5. Exceptions: The State Fire Marshal may waive, in writing, licensing offire departments which conduct fire sprin- kler and standpipe system testing and maintenance. Service on fire alarm systems and industrial sys- tems as specified in Health and Safety Code Sections 13196.5(b) and (c) may be conducted without a license. Testing and maintenance on automatic fire extin- guishing systems exempted in writing by the State Fire Marshal, when the building owner or occupant has the staff and equipment to conduct testing and maintenance. 158 2019 CALIFORNIA FIRE CODE I I I copy,ight © 2O9 ICC. ALL RIGHTS RESERVED. Aco,,,,d by Eli, IQao,brockoer (ebk o.b, koer.00m), (-)Order Numb,, OOO8O7r0 on Dec 16, 2019 0 09 PM (PST) purn000t to Lkeone Agreement with lb i - - ic.c.. Nnfi,rrh,rr,nrndrn-ri,n nofirh,,m.rrunIr,rinnnhv,nvrhi,d 0o,dj,r,jh,,tjo, ,orh,rri,,d. Sinol ,r,nnnIv.nnoino,nd nrn,kj, ,,nlih0.,t ANY IINAITFHORIZFDRFPRDDIIC'rIDNOR FIRE PROTECTION AND LIFE SAFETY SYSTEMS [California Code of Regulations, Title 19, Division 1, §904.2(b)] Testing and Maintenance Requirements. (b) Any testing and maintenance of automatic fire extin- guishing systems shall be performed in accordance with these requirements. Exceptions: The State Fire Marshal may waive, in writing, the requirement that testing and maintenance be performed in accordance with these requirements when a licensee can demonstrate that a system cannot functionally be tested and maintained in accordance with the California Code ofRegulations, Title 19, Division 1, Chapter 5. If at any time a licensee encounters a specialized or modified system which cannot be tested and maintained in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5, the licensee shall con- tact the State Fire Marshal and test and maintain the system as directed. (A) The intent of this section is to cover automatic fire extinguishing systems as originally designed, installed and approved by the Authority Having Jurisdiction. It is not, however, intended to require that such systems be upgraded to current adopted standards. [California Code of Regulations, Title 19, Division 1, §904.2(h)] Testing and Maintenance Requirements. At the time of testing and maintenance, building man- agement shall be consulted to avoid unnecessary distur- bance of normal building operation. [California Code of Regulations, Title 19, Division 1, §904.2(i)] Testing and Maintenance Requirements. The licensee shall contact the local fire authority hav- ing jurisdiction prior to testing and maintenance of a sys- tem when required by the local fire authority having jurisdiction to do so. 901.6.1 Standards. Fire protection systems shall be inspected, tested and maintained in accordance with the referenced standards listed in Table 901.6.1 and Califor- nia Code of Regulations, Title 19, Division 1, Chapters 3 and 5. [California Code of Regulations, Title 19, Division 1, §904.](a)] Inspection Requirements. (a) A license shall not be required to perform inspections. Inspections may be conducted by any person designated by the building owner or occupant who has developed competence through training and experience. [California Code of Regulations, Title 19, Division 1, §904.2(g)] Testing and Maintenance Requirements. (g) Prior to activating any fire alarm component of an automatic fire extinguishing system, the licensee shall insure that the licensee is capable of restoring the fire alarm system. TABLE 901 .6.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS SYSTEM STANDARD Portable fire extinguishers California Code of Regulations, Title 19, Division 1, Chapter 3 Carbon dioxide fire-extinguishing system NFPA 12 Halon 1301 fire-extinguishing systems NFPA 12A Dry-chemical extinguishing systems NFPA 17 Wet-chemical extinguishing systems NFPA 17A Water-based fire protection systems California Code of Regulations, Title 19, Division 1, Chapter 5 Fire alarm systems NFPA 72 Smoke and heat vents NFPA 204 Water-mist systems NFPA 750 Clean-agent extinguishing systems NFPA 2001 Aerosol fire-extinguishing systems NFPA 2010 901.6.2 Integrated testing. Where two or more fire pro- tection or life safety systems are interconnected, the intended response of subordinate fire protection and life safety systems shall be verified when required testing of the initiating system is conducted. In addition, integrated testing shall be performed in accordance with Sections 901.6.2.1 and 901.6.2.2. 901.6.2.1 High-rise buildings. For high-rise buildings, integrated testing shall comply with NFPA 4, with an integrated test performed prior to issuance of the certif- icate of occupancy and at intervals not exceeding 10 years, unless otherwise specified by an integrated sys- tem test plan prepared in accordance with NFPA 4. If an equipment failure is detected during integrated test- ing, a repeat of the integrated test shall not be required, except as necessary to verify operation of fire protec- tion or life safety functions that are initiated by equip- ment that was repaired or replaced. 901.6.2.2 Smoke control systems. Where a fire alarm system is integrated with a smoke control system as outlined in Section 909, integrated testing shall comply with NFPA 4, with an integrated test performed prior to issuance of the certificate of occupancy and at intervals not exceeding 10 years, unless otherwise specified by an integrated system test plan prepared in accordance with NFPA 4. If an equipment failure is detected during integrated testing, a repeat of the integrated test shall not be required, except as necessary to verify operation of fire protection or life safety functions that are initi- ated by equipment that was repaired or replaced. 901.6.3 Records. Records of all system inspections, tests and maintenance required by the referenced standards shall be maintained. [California Code of Regulations, Title 19, Division 1, §904.1(b)] Inspection Requirements. (b) Records of all inspections shall be retained on the premises by the building or system owner for a period of five years after the next required inspection. 2019 CALIFORNIA FIRE CODE 159 I I I — — I Copyrigtt © 20t9 ICC. ALL RIGHTS RESERVED. Aowtted by Elli, Klaosbnwktter (,k@klousbrtwko,r.00n,). (-) Order Number tt0000o,lo on Dec in. not, oon PM (P511 pur0000t to Lic,nn, Agreement wit ICC.. Nfl birth., rr,tu1r,-tion. nfitIet-tio,hv,nvthi,d mi-tv. vdi,v-ihtinn nnthndwd. Sivrlertc, only. i-n,ino ,yil tryAj,e ,yyhihjte.l. ANYIJNAITT'140517.F.O RF.PR(SDIJrFICIN (SR ATTACHMENT #14 FLUE SPACES I FIRE CODE I HIGH-PILED COMBUSTIBLE STORAGE SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the California Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 3208.3 Flue spaces. Rack storage areas protected with an automatic sprinkler system shall be provided with flue spaces in accordance with Table 3208.3. Required flue spaces shall be maintained. 3208.3.1 Flue space protection. Flue spaces required by Table 3208.3 above the first tier of storage in single-, dou- ble- or multiple-row rack storage installations shall, where required by the fire code official, be equipped with approved protection devices. Such devices shall not be removed or modified. 3208.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 3208.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing extra- high-rack combustible storage. 3208.5.1 Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra-high-rack combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE RACK CONFIGURATION FLUE DESIGN AUTOMATIC SPRINKLER PROTECTION vilith 6F without minimum In-rack sprinklers In-rack sprinklers at every tier Forage hi 25fi Storage height> 25 feet Any height Single-row rack Transverse flue space Size" 3 inches 3 inches Not required Vertically aligned Not required Yes Not required Longitudinal flue space Not required Not required Not required Double-row rack (Option 1) Transverse flue space Size" 6 inches' 3 inches Not required Vertically aligned Not required Yes Not required Longitudinal flue space Not required 6 inches Not required Double-row rack (Option 2) Transverse flue space 3 inc s inches Not required Vertically alignedj Not required Yes Not required Longitudinal flue space 6 inches " Not r uired Not required Multiple-row rack Transverse flue space Size' 6 inches 6 inch s Not required Vertically aligned Not required Yes N Not required Longitudinal flue space Not required required Not required For Si: 1 inch =25.4mm, 1 foot = 304.8 mm. \ \ Three-inch transverse flue spaces shall be provided not less than every 10 feet where ESFR sprinkler protection isrovided. Random variations are allowed, provided that the configuration does not obstruct water penetration: \ CARLSBAD FIRE: SOLID SI-IFI F A&RFA MI 1ST RE <7fl SF 2019 CALIFORNIA FIRE CODE I . 'S. 453 I I • ' ' Copytigtt © 2019 ICC. ALL RiGHTS RESERVED. Accessed by Sill, Klouobrucko,c (ek@klatobtwckotr.com), (.)Order Nomboroi000oloio on Dec 6.00190309 PM (PST) Pursuant to License Agreement wit KilI - - I I I ICf Mo ,thr,noltioo.no6,rtherr,rcol-tinnsbc,rcthinl n .o,di.tribtionn0hori,os1.S,,1oocoIo.-000ioo,od netwcrkioenrnhihitrd. ANY I TWA( lTI-iORI7.F.flRF.PROl)tIlV1ONOR IFIRE CODE I DEFINITIONS FLUE SPACES Longitudinal flue space The flue space between rows of storage perpendicular to the direction of loading. 4-The longitudinal flue space is a continuous open area between a double row- or multiple-row-type rack stor- age system The flue space is to be clear for a set dimension, as required in Table 3208.3, from the floor to the top of the highest commodity for the entire length of the rack system. The flue spaces are an important feature for automatic sprinkler systems to effectively suppress and potentially control the fire Reducing or eliminating such spaces will potentially reduce, if not eliminate, sprinkler effectiveness (see Commentary Figure 202-F5). Transverse flue space. The space between rows of stor- age parallel to the direction of loading 4t The transverse flue space is a continuous open area between commodities in single-row-, double-row- and multiple-row-type rack storage systems. The flue space is to be clear for a set dimension as required in Table 3208.3, from the floor to the top of the high- est commodity for the entire width of the rack system. The flue spaces are an important feature for auto- matic sprinkler systems to effectively suppress and potentially control the fire Reducing or eliminating such spaces will potentially reduce, if not eliminate, sprinkler effectiveness (see Commentary Figure 202- F5). LONGITUDINAL TRANSVERSE PLAN VIEW FLUE Figure 202-F5 SPACES FLUIDIZED BED. A container holding powder coating material that is aerated from below so as to form an air-sup- ported expanded cloud of such material through which the preheated object to be coated is immersed and transported. +A fluidized bed differs from an electrostatic fluidized bed in that the fluidized bed uses an air stream instead of electrostatic charge. The air stream behaves like a fluid as the object is passed through it. Additionally, the object is preheated. In an electro- static fluidized bed, the object is heated/cured in an oven after the coating process. FOAM-EXTINGUISHING SYSTEM. A special system discharging a foam made from concentrates, either mechani- cally or chemically, over the area to be protected. + Foam-extinguishing systems must be of an approved type and installed and tested to comply with NFPA 11, 1 1 and 16. All foams are intended to exclude oxygen from the fire, cool the area of the fire and insulate adjoining surfaces from heat caused by the fire. Foam systems are commonly used to extinguish flammable or combustible liquid fires (see commen- tary, Section 904.7). While water applied by an auto- matic sprinkler system can only act horizontally upon the surface that it reaches, foam-extinguishing agents have the ability to act vertically in addition to horizon- tally; and, unlike gaseous extinguishing agents, foam does not dissipate rapidly where there is no confined space. Thus, foam systems are also used where there is a need to fill a nonconfined space with extin- guishing material as in the case of certain industrial applications. [BE] FOLDING AND TELESCOPIC SEATING. Tiered seating having an overall shape and size that is capable of being reduced for purposes of moving or storing and is not a building element. •• Bleachers, folding and telescopic seating and grand- stands are essentially unique forms of tiered seating that are supported on a dedicated structural system. All types are addressed in ICC 300, the safety stan- dard for these types of seating arrangements. Folding and telescopic seating are commonly used in gymna- siums and sports arenas where the seating can be configured in a variety of ways for various types of events. "Building element" is a defined term in the IBC which is primarily used in conjunction with the structural elements regulated in Table 601 of the IBC. While telescopic seating may be attached to a wall, the system when pulled out or folded includes its main support system. Such seating is not considered a building element of the building or structure in which it is located (see Section 1029.1.1). [BG] FOSTER CARE FACILITIES. Facilities that provide care to more than five children, 21/2 years of age or less. + Foster care facilities are group homes where children live, not day care facilities. By being under 21/2 years of age, children are assumed not capable of self- preservation, thus there is a need for higher levels of active and passive protection in the building (see the F _n_ 1 1 UL 2015 INTERNATIONAL FIRE CODE COMMENTARY 2-49 Copyright 0 2015 ICC. ALL RIGHTS RESERVED. Accessedby Ellie Klausbruckner on Oct 12,2015 4:51:56 PM pursutuft to License Agreement with ICC. No further reproduction 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 12 FM Global Property Loss Prevention Data Sheets IFM CRITE ISINGLE ROW RACKSI Max. 4-1/2 ft (1.4m) I Pallet / Load LTJ Mm. Net 3 in. (75 mm) Plan View No Misaligned Flue Spaces Max. 4-1/2 ft Mm. Net Vertically Alined (1.4 m) 3 in. (75 mm) I El E) El l : 1J HElH_H H_H__ _ I I I I I I I I I 1! 1 1! H! H H Ill! 111 111 1 H! I 1 111 Ill H I I HH' Elevation View Fig. 2a. Acceptable transverse flue space arrangement for single-row racks, Option I ©2010-2021 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 13 IFM CRITERIA I SINGLE ROW RACKSI Max. 9ft (2.7 m) -Th Pallet / Load I I Mm. Net 6 in. (150 mm) Plan View No Misaligned Flue Spaces Max. 9 ft (2.7 m) Vertically Mm. Net Aligned 6 In. (150 mm) Load I It )H H H L) Elevation View Fig. 2b. Acceptable transverse flue space arrangement for single-row racks, ©2010-2021 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 14 FM Global Property Loss Prevention Data Sheets IFM CRITERIA I ISINGLE ROW RACKSI Max. 4-1/2 ft (1.4m) -Th Pallet _H2 Load LTJ Mm. Net Mm. Net 6 in. (150 mm) 6 in. (150 mm) Plan View Misaligned Flue Spaces Present Vertically Max. 4 1/2 ft Mm. Net Aligned (1.4 m) 6 in. (150 mm) II I II I4l _ I I fL li II l II l ) I' I I i ii I I I 'I Ii H! 111 Ill 1 11111111 11111111 1 11111111111 1 1 11111111 11 itt Elevation View 2c. Acceptable transverse flue for 3 ©2010-2021 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 15 IFM CRITERIA I 2.2.3.2.3 Double-Row Racks 2.2.3.2.3.1 See Section 2.2.3.2.1 if the double-row racks are provided with mesh, slatted, or solid shelving, as well as when rolled-type commodities are maintained within the double-row racks. 2.2.2.21Tüi áS for douhlöracks are considered adequate when: A Racks void of any misaligned flue spaces throughout the entire height of the rack have minimum 6 in (150 mm) wide longitudinal flue spaces and minimum 3 in (75 mm) net wide transverse flue spaces a maximum of every 4-1/2 ft (1.4 m), as indicated in Figure 2d, or Racks void of any misaligned flue spaces throughout the entire height of the rack have minimum 6 in (150 mm) wide longitudinal flue spaces and minimum 6 in (150 mm) net wide transverse flue spaces a maximum of every 9 ft (2.7 rn) as Indicated in Figure 2e or Racks void of any misaligned transverse flue spaces throughout the entire height of the rack, but with longitudinal flue spaces less than 6 in (150 mm) wide have minimum 6 in (150 mm) net wide vertically aligned transverse flue spaces a maximum of every 5 ft (1.5 m), as indicated in Figure 2f, or Racks with misaligned transverse flue spaces have minimum 6 in. (150 mm) wide longitudinal flue spaces and minimum 6 in (150 mm) net wide vertically aligned transverse flue spaces a maximum of every 4-1/2 ft (1.4 m) as indicated in Figure 2g 2.2.3.2.3.3 Double row racks can be treated as open frame racks when They qualify as open-frame racks per Section 22,3.2.1 (if applicable), and They have adequate flue spaces per Section 2.2.3.2.3.2 Otherwise, treat the double-row racks as racks with solid shelves. Determine the size of the solid shelf per Section 2.2.3.2.1.9. 2.2.3.2.3.4 When double-row racks are protected by in-rack sprinklers, transverse flue spaces are not required for the tier level located directly above the in-rack sprinklers. ©2010-2021 Factory Mutual insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 16 FM Global Property Loss Prevention Data Sheets IFM CRITERIA I IDOUBLE ROW RACKS I Max. 4-1/2 ft (1.4m) ) Pallet / Load Mm. Net 6 in. -_U ç (150 mm) Mm. Net 3 in. (75 mm) Plan View No Misaligned Flue Spaces Max. 4 1/2 ft Mm. Net Vertically (1.4m) 3 in. (75 mm) Aligned (L 4 El l E(- _El*'E _ _H_HE:1H_H __ H_ Elevation View Fig. 2d. Acceptable flue space arrangement for double-row racks, Option 1 ©2010-2021 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 17 IFM CRITERIA I DOUBLE ROW RACKS I Max. 9 ft (2.7 m) ) Pallet I Load Min. Net 6 in. (1150 mm) LTJ Mm. Net 6 in. (150 mm) Plan View No Misaligned Flue Spaces Max. 9 ft Vertically Mm. Net (2.7 m) Aligned 6 in. (150 mm) Pallet Load E(7 Elevation View Fig, 2e. Acceptable flue space arrangement for double -row racks, Option 2 ©2010-2021 Factory Mutual Insurance Company. All rights reserved. 8-9 Storage of Class 1, 2, 3, 4 and Plastic Commodities Page 18 FM Global Property Loss Prevention Data Sheets IFM CRITERIA I IDOUBLE ROW RACKS I Max. 5 ft (1.5 m) Pallet Load Less Than Net (\ 6 in. (150 mm) Mm. Net 6 in. (150 mm) Plan View No Misaligned Flue Spaces Max. 5 ft Mm. Net Vertically (1.5 m) 6 in. (150 mm) Aligned I_ Pallet I I I I I I L) ('•/ ___ ___ ___ ___ ___ Elevation View 2t Acceptable flue space arrangement for double row racks, Option 3 ©2010-2021 Factory Mutual Insurance Company. All rights reserved. Storage of Class 1, 2, 3, 4 and Plastic Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 19 IFM CRITERIA I IDOUBLE ROW RACKS I Max. 4-1/2 ft (1.4 m) -Th ) Pallet / Load Mm. Net 6 in. (150 mm) Pallet Load Mm. Net Mm. Net 6 in. (150 mm) 6 in. (150 mm) Plan View Misaligned Flue Spaces Present Vertically Max. 4-1/2 ft Mm. Net Aligned (1.4 m) 6 in. (150 mm) E L \ JIl 141 II 'I 1.41 Ill I Ill I Ii Ill ___ Ill I Iii Il II Ill Ji Ill II Iii II III II Ii II II III II ( E I I Elevation View Fig. 2g. Acceptable flue space arrangement for double-row racks, Option 4 ©2010-2021 Factory Mutual Insurance Company. All rights reserved. ATTACHMENT #15 HOSE CONNECTIONS HIGH-PILED COMBUSTIBLE STORAGE I NO HOSE CONNECTION REQUIRED 3206.7.6 Door size and type. Fire department access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be considered fire department access doors unless approved. 3206.7.7 Locking devices. Locking devices on fire department access doors shall be approved. 3206.7.8 Key box. Where fire department access doors are required, a key box shall be installed in accordance with Section 506.1. The key box shall contain keys or devices to allow for entry through the fire department access doors. 3206.8 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in 3206.9 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.10 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206. 10.1 through 3206.10.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed where approved. 3206.10.1 Width. Aisle width shall be in accordance with Sections 3206.10.1.1 and 3206.10.1.2. Exceptions: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (6 10 mm) wide. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.10.1.1 Sprinklered buildings. Aisles in sprin- kiered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. Aisles shall be not less than 96 inches (2438 mm) wide in areas open to the public where mechanical stocking methods are used. Exceptions: 1. Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are open to the public and designated to contain high-hazard commodities, and that are pro- tected by a sprinkler system designed for mul- tiple-row racks of high-hazard commodities, shall be not less than 44 inches (1118 mm) / wide. / 2. Aisles that are in high-piled storage areas / exceeding 2,500 square feet (232 m2) in area, not open to the public and protected by a sprinkler system designed for multiple-row racks, shall be not less than 24 inches (610 mm) wide. 3206.10.1.2 Nonsprinklered buildings. Aisles in non- sprinidered buildings shall be not less than 96 inches (2438 mm) wide. 3206.10.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.10.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.11 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Section 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation. of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Arrays. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. 452 2019 CALIFORNIA FIRE CODE COPY0l5bt © 0019 ICC. ALL RIGHTS RESERVED. Accessed by EffieKiruobrudmer (ek@kJauubruokorr.com), () Order Number 0100000,10 i 02019 0309 PM (PSI') purtuacor to License Agreement with I k A h A I I I I n ic.i NoR,rtherr rnolortinn rof Oh ,rodo-sioohosnv third nrv.nrdtrjh,,tj000,rloi,ef iinrl,,w,nnlv.-000ireod retworkireorohihited. ANY IINAOrrHORI7.F.nnPp000hIcTTnwnR ATTACHMENT #16 MEANS OF EGRESS MEANS OF EGRESS access or exit stairways where the entire path for means of egress from the seating to the exit dis- charge is open to the outdoors. 4. For Group H-i, H-2, H-3 and H-4 occupancies the total width of means of egress in inches (mm) shall not be less than the total occupant load served by the means of egress multiplied by 0.7 > incnes (1.01 1005.3.2 Other egress components. The capacity, in inches, of means of egress components other than stair- ways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant. Exceptions 1. For other than Group H and 1-2 occupancies, the capacity, in inches, of means of egress compo- nents other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch (3.8 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accorl0l.4.7dance with Sec- tion 903.3.1.1 or-903.3.1.2 and an emergency voice/alarm communication system in accor- dance with Section 907.5.2.2. 2. Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in Table 1029.6.2 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control system complying with Section 909. 3. Facilities with open-air assembly seating shall be permitted to the capacity factors in Section 1029.6.3 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors. 4 For Group H-i H-2 H-3 and H-4 occupancies the total width of means of egress in inches (mm) shall not be less than the total occupant load served by the means of egress multiplied by 0.4 > inches (5.08 mm) per occupant minimum width or required capacity of the means of egress required from any story of a building shall not be reduced along the path of egress travel until arrival at the public way. 1005.5 Distribution of minimum width and required capacity. Where more than one exit, or access to more than one exit, is required, the means of egress shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity or width to less than 50 per- cent of the required capacity or width. 1005.6 Egress convergence. Where the means of egress from stories above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall be not less than the largest minimum width or the sum of the required capacities for the stairways or ramps serving the two adjacent stories, whichever is larger. 1005.7 Encroachment. Encroachments into the required means of egress width shall be in accordance with the provi- sions of this section. 1005.7.1 Doors. Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 mm). Doors in any position shall not reduce the required width by more than one-half. Exceptions: In other than Group 1-2 occupancies, surface- mounted latch release hardware shall be exempt from inclusion in the 7-inch maximum (178 mm) encroachment where both of the following condi- tions exist: 1.1. The hardware is mounted to the side of the door facing away from the adjacent wall where the door is in the open position. 1.2. The hardware is mounted not less than 34 inches (865 mm) nor more than 48 inches (1219 mm) above the finished floor. The restrictions on door swing shall not apply to doors within individual dwelling units and sleep- ing units of Group R-2 occupancies and dwelling units of Group R-3 occupancies. 1005.7.2 Other projections. Handrail projections shall be in accordance with the provisions of Section 1014.8. Other nonstructural projections such as trim and similar decora- tive features shall be permitted to project into the required width not more than 11/2 inches (38 mm) on each side. Exception: Projections are permitted in corridors within Group 1-2 Condition 1 in accordance with Sec- tion 407.4.3. 1005.7.3 Protruding objects. Protruding objects shall comply with the applicable requirements of Section 1003.3. SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.1 General. The number of exits or exit access doorways required within the means of egress system shall comply with the provisions of Section 1006.2 for spaces, including mezza- nines, and Section 1006.3 for stories or occupied roofs. 1006.2 Egress from spaces. Rooms, areas or spaces, includ- ing mezzanines, within a story or basement shall be provided with the number of exits or access to exits in accordance with this section. 1006.2.1 Egress based on occupant load and common path of egress travel distance. Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values listed in Table 1006.2.1. The cumulative 2019 CALIFORNIA BUILDING CODE 377 Ill.If1llIliIlJil ii a1 ii i u Copyright 20t9 ICC. ALL RIGHTS RESERVED. Awrused by Effie KI,00broukoer (ektgklnoobrookonr.rom), (-) Order Number otoonuonto on Dm t6, 2O o,on PM (PST) purnonnt to Linens, Agreement with II •UuIIi. 1UIUU I_l liii liii ii - ICC No rrh,r,.nrnsl,wtion. no ,the,rrn It ionohvonvthird nsrnr. or diotrihotion orthrrined. Sjnrtroseroolo. rn,,,,. ,nd ornwnrkine nrnhihjttol ANY I1NAITTSESRI7FD RF.PROIStIrrTDN(SR MEANS OF EGRESS occupant load from adjacent rooms, areas or spaces shall be determined in accordance with Section 1004.2. The number of exits from foyers, lobbies, vestibules or similar spaces need not be based on cumulative occupant loads for areas discharging through such spaces, but the capacity of the exits from such spaces shall be based on applicable cumulative occupant loads. Rooms and care suites in Group 1-2 and 1-2.1 occu- pancies complying with Section 407.4. In detention and correctional facilities and holding cells, such as are found in courthouse buildings, when the occupant load is more than 20 see Section 408.3.11. 1006.2.1.1 Three or more exits or exit access door- ways. Three exits or exit access doorways shall be pro- vided from any space with an occupant load of 501 to 1,000. Four exits or exit access doorways shall be pro- vided from any space with an occupant load greater than 1,000. 1006.2.2 Egress based on use. The numbers of exits or access to exits shall be provided in the uses described in Sections 1006.2.2.1 through 1006.2.2.7. 1006.2.2.1 Boiler, incinerator and furnace rooms. Two exit access doorways are required in boiler, incin- erator and furnace rooms where the area is over 500 square feet (46 m2) and any fuel-fired equipment exceeds 400,000 British thermal units (Btu) (422 000 KJ) input capacity. Where two exit access doorways are required, one is permitted to be a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the length of the maximum overall diagonal dimension of the room. 1006.2.2.2 Refrigeration machinery rooms. Machin- ery rooms larger than 1,000 square feet (93 m2) shall have not less than two exits or exit access doorways. Where two exit access doorways are required, one such doorway is permitted to be served by a fixed ladder or an alternating tread device. Exit access doorways shall be separated by a horizontal distance equal to one-half the maximum horizontal dimension of the room. TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY -- MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (feet) Without Sprinkler System OCCUPANCY MAXIMUM OCCUPANT (feet) LOAD OF SPACE With Sprinkler System Occupant Load (feet) - OL!930 OL>30 A°EM 49 75 75 750 B 49 100 75 h I 000 F 49 — iO0" 7 7 H-1, H-2, H-3 3 NP NP 25b H-4, H-5 10 NP NP 75b 1-2d, 1-2.1, 14 10 NP NP 750 1-3 10 NP NP 100° R-1 10 NP NP 75" R-2 20 NP NP 1250 R-2.1 10 NP NP 750 R-2.2 20 NP NP 125" R-3°, R-3. le 20 NP NP 125 R4e 20 NP NP 125g Sf 29 — 100 15 U 49 100 75 750 L See Section 453.6.1 NP NP For SI: 1 foot = 304.8 mm. NP = Not Permitted. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5. For a room or space used for assembly purposes having fixed seating, see Section 1029.8. For the travel distance limitations and number of exit and exit access requirements for rooms and spaces in Group 1-2 or 1-2.1, see Section 407.4. The common path of egress travel distance shall only apply in a Group R-3 occupancy located in a mixed occupancy building. The length of common path of egress travel distance in a Group S-2 open parking garage shall be not more than 100 feet. For the travel distance limitations in Groups R-3 and R-4 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3, see Section 1006.2.2.6. For holding cells, see Section 408.3.11. 378 2019 CALIFORNIA BUILDING CODE 1011lI11blh1 I1J1 ii J1 II F I ui Copyngtt C 2019 ICC. ALL RIGHTS RESERVED. Arnn,d by Effir Klauobronboer (,ktpldousbrnrkoer.rom), (-) Order Number 0100800710 on Dec 56. 0050 anon PM (PST) pursuant to Lscrnor Agreement with &l IUUIUI t_I liii liii I I ICC N0 rrhrrnmIw-rin ,, 6,rthrrrrr,mt,,,-rinnnhn,ncthj,d rorm. or Ij,trjhrtjnn ,,,thnn,rd Sjnnlr,,,,r ,In. rnn, d nrrwrrkirr rrnhjhArA. ANY I7NAtITI400IZFDRVPRODIJCTWIN (Ott > MEANS OF EGRESS 2. Means of egress are not prohibited through stockrooms in Group M occupancies where all of the following are met: 2.1. The stock is of the same hazard classification as that found in the main retail area. 2.2. Not more than 50 percent of the exit access is through the stockroom. 2.3. The stockroom is not subject to locking from the egress side. 2.4. There is a demarcated, minimum 44- inch-wide (1118 mm) aisle defined by full- or partial-height fixed walls or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. 6. The means of egress shall not pass through any room subject to locking except in Group 1-3 occupancies classified as detention facilities and psychiatric treat- ment areas in Group 1-2 occupancies. 1016.2.1 Multiple tenants. Where more than one tenant occupies any one floor of a building or structure, each tenant space, dwelling unit and sleeping unit shall be pro- vided with access to the required exits without passing through adjacent tenant spaces, dwelling units and sleep ing units. Exception: The means of egress from a smaller tenant space shall not be prohibited from passing through a larger adjoining tenant space where such rooms or spaces of the smaller tenant occupy less than 10 percent of the area of the larger tenant space through which they pass; are the same or similar occupancy group; a discernible path of egress travel to an exit is provided; and the means of egress into the adjoining space is not subject to locking from the egress side. A required means of egress serving the larger tenant space shall not pass through the smaller tenant space or spaces. 1016.2.2 Basement exits in Group 1-2 occupancies. For additional requirements for occupancies in Group 1-2 or I- 2.1, see Section 407. SECTION 1017 EXIT ACCESS TRAVEL DISTANCE 1017.1 General. Travel distance within the exit access por- tion of the means of egress system shall be in accordance with this section. 1017.2 Limitations. Exit access travel distance shall not exceed the values given in Table 1017.2. 1017.2.1 Exterior egress balcony increase. Exit access travel distances specified in Table 1017.2 shall be increased up to an additional 100 feet (30 480 mm) pro- vided that the last portion of the exit access leading to the exit occurs on an exterior egress balcony constructed in accordance with Section 1021. The length of such balcony shall be not less than the amount of the increase taken. TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE8 OCCUPANCY WITHOUT SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM (feet) A, E, F-i, M, R, S-1 200e hL 250b Pr R-2.1 Not Permitted 250b B 200 . 3W F-2, S-2, U 300 - - 400' H-1 Not Permitted H-2 Not Permitted 100d H-3 Not Permitted 150d H-4 Not Permitted 175d H-5 Not Permitted 200' 1-2,1-2.1, 13f Not Permitted 200° 1-4 150 200C L Not Permitted 200° For SL 1 foot = 304.8 mm. See the following sections for modifications to exit access travel distance requirements: Section 402.8: For the distance limitation in mails. Section 404.9: For the distance limitation through an atrium space. Section 407.4: For the distance limitation in Group 1-2 or 1-2.1. Section 408.3.10: For increased limitation in Group 1-3 Sections 408.6.1 and 408.8.1: For the distance limitations in Group 1-3. Section 411.3: For the distance limitation in special amusement buildings. Section 412.6: For the distance limitations in aircraft manufacturing facilities. Section 1006.2.2.2: For the distance limitation in refrigeration machinery rooms. Section 1006.2.2.3: For the distance limitation in refrigerated rooms and spaces. Section 1006.3.3: For buildings with one exit. Section 1017.2.2: For increased distance limitation in Groups F-i and S-i. Section 1029.7: For increased limitation in assembly seating. Section 3103.4: For temporary structures. Section 3104.9: For pedestrian walkways. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5.1. Group R-3 and R-4 buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3. See Section 903.2.8 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.3. f Not perm itted in nonsprinklered Group 1-3 occupancies. 1017.2.2 Groups F-i and S-i increase. The maximum exit access travel distance shall be 400 feet (122 m) in Group F-i or S-i occupancies where all of the following conditions are met: The portion of the building classified as Group F-i or S-i is limited to one story in height. The minimum height from the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet (7315 mm). 2019 CALIFORNIA BUILDING CODE 405 IllIIllllil ,1iff i1i i dJ1I I ri i Copyright © 0010 ICC. ALL RIGHTS RESERVED. Actwst,d by ES, RIowbmckoer (rk@kloosbnwktwr.com), (.) Order Numb,, 0100,0600 on Dec 16, 0010 own, PM (PST) pur,000t to License Agreement with .... ••a,ik P..1UIUU liii 1111k i.i - ICC. No blrthrrrenr,oln,-Iion no A,,the,rmrrdorrinn,hv,00thjrd ,0O. ordjnl,-ih,,Ijoo orthorirwi. Sinoiroomorth.. -nonir,. .od ,reworki,,n nrnhihired ANYUNAITTHISRI7.ET) SPPSOOIICTTON OR MEANS OF EGRESS TABLE 1020.2 MINIMUM CORRIDOR WIDTH - OCCUPANCY MINIMUM WIDTH (inches) Any facility not listed in this table 44 Access to and utilization of mechanical, plumbing or electrical systems or equipment 24 With an occupant load of less than 50 36 Within a dwelling unit 36 In Group E with a corridor having an occupant load of 100 or more 72 In corridors and areas serving stretcher traffic in ambulatoty care facilities 72 Group 1-2 in areas where required for bed movement 96 Corridors in Group 1-2 and 1-3 occupancies serving any area caring for one or more nonambulatory persons. 96 For SL I inch =25.4mm, 1020.4 Dead ends. Where more than one exit or exit access doorway is required, the exit access shall be arranged such that dead-end corridors do not exceed 20 feet (6096 mm) in length. Exceptions: In in Group 1-3, Condition 2, 3 or 4, occupancies, the dead end in a corridor shall not exceed 50 feet I 24U In occupancies in Groups B, E, F, M, R- 1, R-2, R-2.1, R-2.2, S and U, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the length of the dead-end corridors shall not exceed 50 feet (15 240 A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corri- dor. 1020.5 Air movement in corridors. Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts. Exceptions: Use of a corridor as a source of makeup air for exhaust systems in rooms that open directly onto such corridors, including toilet rooms, bathrooms, dressing rooms, smoking lounges and janitor clos- ets, shall be permitted, provided that each such cor- ridor is directly supplied with outdoor air at a rate greater than the rate of makeup air taken from the corridor. Where located within a dwelling unit, the use of cor- ridors for conveying return air shall not be prohib- ited. Where located within tenant spaces of 1,000 square 'feet (93 m2) or less in area, utilization of corridors for conveying return air is permitted. Incidental air movement from pressurized rooms within health care facilities, provided that the corri- dor is not the primary source of supply or return to the room. For health care facilities under the jurisdiction of the Office of Statewide Health Planning and Devel- opment (OSHPD), see the California Mechanical Code. 1020.5.1 Corridor ceiling. Use of the space between the corridor ceiling and the floor or roof structure above as a return air plenum is permitted for one or more of the fol- lowing conditions: The corridor is not required to be of fire-resistance- rated construction. The corridor is separated from the plenum by fire- resistance-rated construction. The air-handling system serving the corridor is shut down upon activation of the air-handling unit smoke detectors required by the California Mechanical Code. The air-handling system serving the corridor is shut down upon detection of sprinkler water flow where the building is equipped throughout with an auto- matic sprinkler system. The space between the corridor ceiling and the floor or roof structure above the corridor is used as a com- ponent of an approved engineered smoke control system. 1020.6 Corridor continuity. Fire-resistance-rated corridors shall be continuous from the point of entry to an exit, and shall not be interrupted by intervening rooms. Where the path of egress travel within a fire-resistance-rated corridor to the exit includes travel along unenclosed exit access stairways or ramps, the fire-resistance rating shall be continuous for the length of the stairway or ramp and for the length of the con- necting corridor on the adjacent floor leading to the exit. Exceptions: Foyers, lobbies or reception rooms constructed as required for corridors shall not be construed as inter- vening rooms. Enclosed elevator lobbies as permitted by Item 1 of Section 1016.2 shall not be construed as intervening rooms. [SFMJ In fully sprinklerei office buildings, corri- dors may lead through enclosed elevator lobbies if all areas of the building have access to at least one required exit without passing through the elevator lobby. 408 2019 CALIFORNIA BUILDING CODE II'IlII1IlllIl 1A1 Wa1 ii Jii II i j Copyright © 2019 ICC. ALL RIGHTS RESERVED. Accessed by Ellie KI,uebru,ko,r (ek@ldaosbruck.tsr.com), (-) Order Number o10080 710 on Der to, uoto 0000 PM (PST) purru.ot to License Agreement wilL uk ..iiL ,..U.IUU L.l .uiui liii i I T(C. No A hrrrrnrnd,ut1on. noh,ohrr r,nr,ol,u-tjoo,ho,ovthird n,rtr. ordj,trjhtio, o,thu,irrd. SinoIe,,eronIv. nnv1nr end n.twnnkinonrnhihitrd ANY I1NALITHOI1I7.FD RFPRODIJ(1'TILN OR ATTACHMENT #17 OCCUPANCY SEPARATION GENERAL BUILDING HEIGHTS AND AREAS [Ill] cum aimr 1 :. S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. NS = Buildings not eqped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. No separation requirement. NP = Not Permitted. See Section 420. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but not to less than 1 hour. See Section 406.3.2. Separation is not required between occupancies of the same classification. See Section 422.2 for ambulatory care facilities. Occupancy separations that serve to define fire area limits established in Chapter 9 for requiring fire protection systems shall also comply with Section 707.3. 10 and Table 707.3. 10 in accordance with Section 901.7. [SFM] Group land Fl occupancies and Group R-2.1 and F-i occupancies shall have a 3 hour separation. (SFMJ Commercial kitchens not associated with cafeterias and similar dining facilities in Group 1-2 and Group R-2.I shall have a 2-hour separation and shall be protected by an automatic sprinkler system. 508.4.3 Allowable building height and number of sto- ries. Each separated occupancy shall comply with the building height limitations and story limitations based on the type of construction of the building in accordance with Section 503.1. Exception: Special provisions of Section 510 shall per- mit occupancies at building heights and number of sto- ries other than provided in Section 503.1. 508.4.4 Separation. Individual occupancies shall be sepa- rated from adjacent occupancies in accordance with Table 508.4. 508.4.4.1 Construction. Required separations shall be fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, so as to completely separate adjacent occupancies. SECTION 509 INCIDENTAL USES 509.1 General Incidental uses located within single occu- pancy or mixed occupancy buildings shall comply with the provisions of this section. Incidental uses are ancillary func- tions associated with a given occupancy that generally pose a greater level of risk to that occupancy and are limited to those uses listed in Table 509. Exception: Incidental uses within and serving a dwelling unit are not required to comply with this section. 509.2 Occupancy classification. Incidental uses shall not be individually classified in accordance with Section 302.1. Incidental uses shall be included in the building occupancies within which they are located. 509.3 Area limitations. The aggregate floor area ofinciden- tal uses shall not occupy more than 10 percent of the building area of the story in which they are located. 509.4 Separation and protection. The incidental uses listed in Table 509 shall be separated from the remainder of the building or equipped with an automatic sprinkler system, or both, in accordance with the provisions of that table. 509.4.1 Separation. Where Table 509 specifies a fire- resistance-rated separation, the incidental uses shall be separated from the remainder of the building by a fire bar- rier constructed in accordance with Section 707 or a hori- zontal assembly constructed in accordance with Section 711, or both. Construction supporting 1-hour fire barriers or horizontal assemblies used for incidental use separa- 2019 CALIFORNIA BUILDING CODE 193 II1IlI.11r'1lft1 I1NJi1 ii Ji1 MUM I J Copyrigbt © 2019 CC. ALL .1;.T1 RESERVED. Aoc,00,d by EffieK!ousbruokoer (ek@kl000bmokoeroom). (-)Order Number 010000.910 on Dec 10, 2010 0309 PM (PSI) pur1000t to boonso Agreement with ut ...iuk i_i•i•it !_I liii liii I - I ICC No htbr,r,nrnlnrt,on. ob Oh oloho.nrOhjrd n,o. or lo,,-ih.rIoo oorhorio,.l. SjooIOo.r oolrronoioo ,ol norworbior nrohihilol. ANY ION011T140RI7.FS) SF.PRODIICTION OR ATTACHMENT #18 SEPARATION OF HIGH-PILED STORAGE AREAS HIGH-PILED COMBUSTIBLE STORAGE 3206.3 High-piled storage areas. For the application of Table 3206.2, the size of the high-piled storage areas shall be determined in accordance with Sections 3206.3.1 through 3206.3.2.1. 3206.3.1 Size of high-piled storage area. The size of each high-piled storage area shall include the footprint of the actual high-piled storage racks, shelves or piles and the following aisles: Interior aisles within the footprint of the storage area. An aisle around the perimeter of the footprint with a minimum width as required in Section 3206. 10.1 or the dimension to a wall or full height wall, which- ever is less. 3206.3.2 Multiple high-piled storage areas. Where a building contains multiple high-piled storage areas, the aggregate of all high-piled storage areas shall be used for the application of Table 3206.2 unless the high-piled stor- age areas are separated in accordance with one of the fol- lowing: High-piled storage areas separated by fire barriers with a minimum fire-resistance-rating of 1 hour con- structed in accordance with Section 707 of the Cali- fornia Building Code. In buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, high-piled storage areas separated by 100 feet (30 480 mm) or more. The area providing the separation shall not contain high-piled combustible storage. 32063.2.1 Multiple class high-piled storage areas. High-piled storage areas classified as Class I through. S11 IV not separated from high-piled storage area s M fled as high hazard shall utilize the aggregatof high-piled storage areas as high hazard for the purposes of the application of Table 3206.2. Multiple class high- piled storage areas meeting the separation requirements in Section 3206.3.2 shall be considered as separated. The fire safety features in Table 3206.2 shall be extended beyond the higher-hazard storage area in accordance with Section 3206.2.1. Exception: Multiple class high-piled storage areas do not need to be separated where in accordance with Section 3204.2. shall be provided in accordance with Sections 3207, 3208 and 3209. 3206.4.1 Pallets. Automatic sprinkler system require- ments based on the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with FM 4996 or UL 2335 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high-piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Fire apparatus access roads in accor- dance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high-piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.7 Fire department access doors. Where fire depart- ment access doors are required by Table 3206.2, fire depart- ment access doors shall be provided in accordance Sections 3206.7.1 through 3206.7.8. 3206.7.1 Exterior walls without fire department access doors. Fire department access doors are not required in an exterior wall that does not face a fire apparatus access road provided that all of the following conditions occur: The opposite exterior wall faces a fire apparatus access road. The opposite exterior wall is provided with fire department access doors. The entire interior surface of the exterior wall is less than 150 feet (45 720 mm) away from a fire depart- ment access door. The building is equipped throughout with an auto- matic sprinkler system in accordance with Section 903.3.1.1. 3206.7.2 Where located. Where exterior walls surround- ing high-piled storage areas face fire apparatus access roads, such walls shall be provided with fire department access doors. 3206.7.3 Access to doors. Fire department access doors shall be able to be accessed without the use of a ladder. 3206.7.4 Marking on fire department access doors. Fire department access doors shall be labeled on the exterior side with the following sign or other approved sign: FIRE DEPARTMENT ACCESS DOOR DO NOT BLOCK The lettering shall be in a contrasting color to the back- ground. Letters shall have a minimum height of 2 inches (51 mm) with a minimum stroke of inch (10 mm). 3206.7.5 Number of doors required. The required fire department access doors shall be distributed such that the lineal distance between adjacent fire department access doors does not exceed 125 feet (38 100 mm) measured center to center. Exception: The linear distance between adjacent access doors shall not exceed 200 feet (60 960 mm) in existing buildings where change in occupancy is not proposed. 2019 CALIFORNIA FIRE CODE 451 I I •I @ Copyright © unto ICC. ALL RIGHTS RESERVED. Armored by Effie Klausbemoknee (ek@klaosbrumkner.com). (-) Order Number 6lOOSo7rO on Dec 16, 20t0 0ro9 PM (PST) purr000t to Licente Agreement with ICC No erheererwi-rion nn rth r,nrnloermnnn hnnthjrd error. nrdjnihnejnn w,ehneirwi Sirel..on.rnnlv. cermvinenrd netnrkine orohihiterl. ANY IINAIITHORI7.F.I) RF.PRODIICIION(SR Mmu = fi A- 1z fl±- LI LJ Li jit Eai IT Lmi Ll LE ___ =, __ __ __ HL LE LE 414 19 11 oi (E) CONTROL AREA 2 (E) F-I OCCUPANCY - ATTACHMENT #19 APPROVED STORAGE LAYOUT, APPROVED CONSTRUCTION DOCUMENT CHAPTER 32 HIGH-PILED COMBUSTIBLE STORAGE User note: About this chapter: Chapter 32 provides guidance for reasonable protection of life from hazards associated with the storage of combustible materials in closely packed piles or on pallets, in racks or on shelves where the top of storage is greater than 12 feet in height, or 6 feet for high-hazard commodities. It provides requirements for identifying various classes of commodities; and general fire and life safety features including storage arrangements, smoke and heat venting, fire department access and housekeeping and maintenance. This chapter attempts to define the potential fire severity and, in turn, determine fire and life safety protection measures needed to control and in some cases sup- press a potential fire. This chapter does not cover miscellaneous combustible material storage as regulated in Section 315. SECTION 3201 8. Location of commodities that are banded or encapsu- GENERAL lated. 3201.1 Scope. High-piled combustible storage shall be in accordance with this chapter. In addition to the requirements of this chapter, the following material-specific requirements shall apply: Aerosols shall be in accordance with Chapter 51. Flammable and combustible liquids shall be in accor- dance with Chapter 57. Hazardous materials shall be in accordance with Chap- ter 50. Storage of combustible paper records shall be in accor- dance with NFPA 13. Storage of combustible fibers shall be in accordance with Chapter 37. General storage of combustible material shall be in accordance with Chapter 3. 3201.2 Permits. A permit shall be required as set forth in I Sections 105.6 and 105.7. 3201.3 Construction documents. At the time of building permit application for new structures designed to accommo- date high-piled storage or for requesting a change of occu- pancy/use, and at the time of application for a storage permit, plans and specifications shall be submitted for review and approval. In addition to the information required by the Cali- fornia Building Code, the storage permit submittal shall include the information specified in this section. The con- struction documents shall include all of the following: Floor plan of the building showing locations and dimensions of high-piled storage areas. Usable storage height for each storage area. Number of tiers within each rack, if applicable. Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement. Aisle dimensions between each storage array. Maximum pile volume for each storage array. Location and classification of commodities in accor- dance with Section 3203. Location of required fire department access doors. Type of fire suppression and fire detection systems. Location of valves controlling the water supply of ceiling and in-rack sprinklers. Type, location and specifications of smoke removal and curtain board systems. Dimension and location of transverse and longitudinal flue spaces. Additional information regarding required design fea- tures, commodities, storage arrangement and fire pro- tection features within the high-piled storage area shall be provided at the time of permit, where required 3201.3.1 Approved construction documents. Following approval of the construction documents, a copy of the approved plans shall be maintained on the premises in an approved location 3201.3.2 Approved storage layout. A floor plan, of legi- ble size, shall be provided, mounted on a wall and pro- tected from damage. The floor plan shall be mounted in an approved location and show the following Locations, dimensions and rack layout of high-piled storage areas. Design storage height for each storage area. 3 Types of commodities 4 Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement. 5. Aisle dimensions between each storage array. 6 For palletized and solid-piled storage, the maximum pile volume for each storage array. 7 Location and classification of commodities in accor- dance with Section 3203. Location of required fire department access doors. Location of valves controlling the water supply of ceiling and in-rack sprinklers. 3201.4 Fire safety and evacuation plan. Where required by the Section 403, a fire safety and evacuation plan shall be sub- 2019 CALIFORNIA FIRE CODE 437 'Il l Copyright C 2019 ICC. ALL RIGHTS RESERVED. Arortord by ElSe K1oubrrntk,,,r (,k@kl000b000hoer.30m), () Order Number #10080,1710 on Dec to, 2019 0309 PM (PST) purt000t to Licento Agreement with I A A I I I w ICC iOn ,themeenrn,ltnntinn. no btrthe, ren ,,,-tjnn,hn,,,cthl,d ,,,,tv. or dint, hctinn ,,,tho,in.d Oinol,nee,nnlv. ,nnino ,nd ,ewoo,kjno o,ohihitenl. ANY IINAIITHORIZF.I) RFPRODI ICTIflN OR