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Home My WebLink About2810 WHIPTAIL LOOP; ; FPC2018-0328; Permit(àity of Carlsbad Print Date: 04/20/2022 Job Address: 2810 WHIPTAIL LOOP, CARLSBAD, CA 92010 Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2091202500 Track #: Valuation: $4,072,895.52 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPC2018-0328 Status: Closed - Finaled Fire Sprinklers Applied: 10/03/2018 Issued: 10/31/2018 DEV2016-0023 Fina led Close Out: 04/20/2022 Inspector: Final Inspection: Project Title: PACIFIC VISTA COMMERCE CENTER Description: PACIFIC VISTA: BLDG A -SPRINKLER TI (280 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 $654.00 Total Fees: $654.00 Total Payments To Date: $654.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov Hydraulic Calculations for Project Name: PACIFIC VISTA COMMERCE CENTER Location: 2790 WHIPTAIL LOOP W., CARLSBAD, CA 92008, BUILDING A Drawing Name: BLDG-A_PVCC-FP3-5-PIPING 8 INCH UNDERGROUND Flat Calculation Date: 9/26/2018 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: In-rack Demand: Hose Streams: AREA #2 SYSTEM #1 Ordinary Group II SPEC SHELL 0.200gpm/ft2 2500.00ft2 (Actual 2588.01ft2) 111. 46ft Upright 24 N/A gpm at Node: N/A 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 823.07 @76.258 Type of System: WET Volume of Dry or PreAction System: N/A Water Supply Information: for Node: 1000 Date: 03.01.17 Location: WHIPTAIL LOOP BETWEEN CAZELLE & CARIBOU Source: CARLSBAD FIRE DEPARTMENT Name of Contractor: WESTERN FIRE PROTECTION, INC. Address: 13630 DANIELSON ST., POWAY, CA. 92064 Phone Number: 858.5153.4949 Name of designer: R. HOEKSTRA Authority Having Jurisdiction: CARLSBAD FIRE DISTRICT Notes: Automatic peaking results Left: 74.941 Right: N/A FPC20I8-0328 2810 WHIPTAIL LOOP PACIFIC VISTA: BLDG A - SPRINKLER TI (280 HEADS) DEV20 16-0023 2091202500 10/312018 FPC20I8-0328 M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.2.9.0 AREA #2 9/26/2018 9:40:40AM Page 1 Hydraulic Summary Job Number: 17-0902PVCC - BLDG-A Reoort Descriotion: Ordinary Grouo II (AREA #2 Job Job Number 17-0902 ClINcH Description R. HOEKSTRA Job Name: PACIFIC VISTA COMMERCE CENTER State CertitcaliortiUvense Number C-16 588039 Address I 2790 WHIPTAIL LOOP W. AHJ CARLSBAD FIRE DISTRICT Address 2 CARLSBAD, CA 92008 Part Description BUILDING A Address 3 BUILDING A Orowinry Name BLDG-A_PVCC-FP3-5-PIPING 8 INCH UNDERGROUND Flat System Remote Area(s) Moot Demanding Sprinkler Data 8 K-Factor 22.29 at 7.764 Occupancy Ordinary Group II Job Suits PVCC - BLDG-A Hose Aflowooca At Decree 250.00 Density 0.200gpm/ft° Puma otAppilcatlon 2500.00ft2 (Actual 2588.01 ft2) yddtional H050 Supplies Part Number Flow(qpm) Number Of Sprinitors Calculated 24 Cootrage Per SprinRer 111.46ft2 AutoPeak Results : Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 74.941 Told Hose Streams 250.00 System Flow Demand 573.07 Told Hotter Required (lnoludirg Hose Alluwarwe) 823.07 Maximum Ponoolee Unbalance In Loops 0.000 Maximum Velocity Above Ground 21.29 between nodes 31 and 32 Maxim, Velocity teAt Cr Ground 3.68 between nodes 5 and 16 Vollerne capacity Of PAt Pipes 21176.36ga1 Volume capacity of Dry Pipes Supplies art Numbe Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1000 I Water Supply 250.00 141.000 108.000 8000.00 140.509 823.07 76.258 64.251 Contractor Contractor Number WFP INC. Contact Name Contact Tile DESIGN MANAGER NameotContractcr WESTERN FIRE PROTECTION, INC. Phony 858.51 53.4949 Cotension Address t 13630 DANIELSON ST. FAX 858.513.1322 Address 2 POWAYr CA. 92064 E.rrrail Address 3 Mb-Site f, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 9/26/2018 9:41:03AM Page 1 Summary Of Outfiowing Devices I Job Number: 17-0902PVCC - BLDG-A Reoort Descriotiori: Ordinary Grouo II (AREA #2' Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 3001 22.39 22.29 8 7.831 Sprinkler 3002 22.30 22.29 8 7.770 c> Sprinkler 3003 22.29 22.29 8 7.764 Sprinkler 3004 22.38 22.29 8 7.828 Sprinkler 3005 22.79 22.29 8 8.116 Sprinkler 3006 23.69 22.29 8 8.771 Sprinkler 3007 25.24 22.29 8 9.957 Sprinkler 3008 22.65 22.29 8 8.015 Sprinkler 3009 22.53 22.29 8 7.934 Sprinkler 3010 22.52 22.29 8 7.926 Sprinkler 3011 22.60 22.29 8 7.984 Sprinkler 3012 23.00 22.29 8 8.263 Sprinkler 3013 23.88 22.29 8 8.909 Sprinkler 3014 25.41 22.29 8 10.088 Sprinkler 3015 23.60 22.29 8 8.700 Sprinkler 3016 23.38 22.29 8 8.538 Sprinkler 3017 23.35 22.29 8 8.517 Sprinkler 3018 23.40 22.29 8 8.555 Sprinkler 3019 23.74 22.29 8 8.803 Sprinkler 3020 24.55 22.29 8 9.416 Sprinkler 3021 26.01 22.29 8 10.567 Sprinkler 3022 26.46 22.29 8 10.942 Sprinkler 3023 26.94 22.29 8 11.336 Sprinkler 3024 27.99 22.29 8 12.239 c> Most Demanding Sprinkler Data ,© M.E.P.CAD, Inc. jAutoSPRINK 2018 v14.2.9.0 9/26/2018 9:42:58AM Page 1 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Supply Analysis art Numb Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 1000 Water Supply 141.000 108.000 1 000.00 140.509 823.07 76.258 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1000 2-0 Supply 76.258 573.07 3001 13-6 Sprinkler 7.831 22.39 3002 13-6 Sprinkler 7.770 22.30 3003 13-6 Sprinkler 7.764 22.29 3004 13-6 Sprinkler 7.828 22.38 3005 13-6 Sprinkler 8.116 22.79 3006 13-6 Sprinkler 8.771 23.69 3007 13-6 Sprinkler 9.957 25.24 3008 13-6 Sprinkler 8.015 22.65 3009 13-6 Sprinkler 7.934 22.53 3010 13-6 Sprinkler 7.926 22.52 3011 13-6 Sprinkler 7.984 22.60 3012 13-6 Sprinkler 8.263 23.00 3013 13-6 Sprinkler 8.909 23.88 3014 13-6 Sprinkler 10.088 25.41 3015 13-6 Sprinkler 8.700 23.60 3016 13-6 Sprinkler 8.538 23.38 3017 13-6 Sprinkler 8.517 23.35 3018 13-6 Sprinkler 8.555 23.40 'M,© M.E.P.CAD, Inc. J AutoSPRINK 2018 04.2.9.0 9/26/2018 9:40:45AM Page 4 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 3019 13-6 Sprinkler 8.803 23.74 3020 13-6 Sprinkler 9.416 24.55 3021 13-6 Sprinkler 10.567 26.01 3022 13-6 Sprinkler 10.942 26.46 3023 13-6 Sprinkler 11.336 26.94 3024 13-6 Sprinkler 12.239 27.99 2 -3-0 78.422 3 4-0 78.421 4 4-0 68.249 5 4-0 68.226 6 4-0 70.242 7 4-0 78.299 8 4-0 78.354 9 1-11V 65.570 13 4-0 68.338 16 0-9 66.152 30 3411/2 51.070 31 35-3 40.107 32 13-0% 24.728 33 13-0% 22.501 34 13-0% 20.738 35 1301/2 19.641 36 13-0% 19.121 (,© M.E.P.CAD, Inc. —ull AutoSPRINK 2018 04.2.9.0 9/26/2018 9:40:45AM Pafle 5 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 37 13'-01/2 18.976 42 13-01/2 14.895 43 13-01/2 14.460 44 13-01/2 13.008 45 13-0% 11.072 46 13-01/2 10.228 47 13-0% 10.001 58 4-0 78.423 100 34-2 50.919 101 34-4 50.829 102 34-6 50.745 103 34-8 50.655 104 3491/2 50.577 105 34-11% 50.490 106 35-2 50.398 107 354h/2 50.308 108 3561/2 50.219 109 35-9 50.132 140 35-9 50.122 141 35-7 50.185 142 35-51/2 50.249 143 35-3% 50.313 144 35-1% 50.378 ,© M.E.P.CAD, Inc. k!1 AutoSPRINK 2018 v14.2.9.0 9/26/2018 9:40:45AM Paqe 6 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 145 35-0 50.443 146 34-10 50.508 147 34-8 50.574 148 3461/2 50.640 149 3441/2 50.706 150 3421/2 50.773 200 34-2 50.638 201 34-4 50.595 202 34'-5V2 50.548 203 34-8 50.491 204 34 91A 50.438 205 3411h/2 50.374 206 35-2 50.302 207 35-4 50.228 208 35-6V2 50.153 209 35-9 50.076 240 35-9 50.074 241 35-7 50.144 242 3551/2 50.213 243 3531/2 50.281 244 35-1 1/2 50.349 245 35-0 50.417 246 34-10 50.484 (,©M.E.P.CAD, Inc. AutoSPRINK2018v14.2.9.0 9/26/2018 9:40:45AM Page 7 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 247 34-8 50.551 248 34-6% 50.617 249 34-4% 50.684 250 34-2% 50.750 373 13-0% 13.991 3051 13-0% 9.775 3052 13-0% 9.701 3053 13-0% 9.694 3054 13-0% 9.771 3055 13-0% 10.119 3056 13-0% 10.908 3057 13-0% 12.334 3058 13-0% 9.997 3059 13-0% 9.899 3060 13-0% 9.889 3061 13-0% 9.959 3062 13-0% 10.296 3063 13-0% 11.074 3064 13-01/2 12.492 3065 13-0% 10.822 3066 13-0% 10.627 3067 13-0% 10.601 3068 13-0% 10.647 1&©M.E.P.CAD, Inc. AutoSPRlNK2018v14.2.9.0 9/26/2018 9:40:45AM Paie8 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 3069 13-0% 10.946 3070 13-0% 11.683 3071 13-0% 13.068 3072 13-0% 13.519 3074 13-01/2 15.074 u1© M.E.P.CAD, Inc. !1AutoSPRINK 2018 04.2.9.0 9/26/2018 9:40:45AM Page 9 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 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) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID __________ Total (Foot) _______________ Friction(Pt) 3003 13-6 8 22.29 1 (See Notes) 1-0% 120 7.764 Route Sprinkler, T(6-11%), P0(5-11%) 11-10% 0.133745 0.200 3053 13-0% 22.29 1.0870 12-11 1.730 3053 13-0% 1% 8-8% 120 9.694 0.008777 3054 13-0% 17.64 1.7400 8-8% 0.076 3054 13-0%22.38 1% 8-8% 120 9.771 Flow (q)from Route 3 0.039948 3055 13-0% 40.03 1.7400 0.348 3055 13-0%22.79 1% 8-7 120 10.119 Flow (q) from Route 9 0.091963 3056 13-0% 62.82 1.7400 8-7 0.789 3056 13-0%23.69 1% 8-7 120 10.908 Flow (q) from Route 15 0.166244 3057 13-01/2 86.51 1.7400 8-7 1.426 3057 13-0% 25.24 1% (See Notes) 13-2% 120 12.334 Flow (q) from Route 19 P0(11 '-8) 11-8 0.266966 37 13-0% 111.75 1.7400 24-10% 6.642 37 13-0% 3 12-6 120 18.976 0.0 11549 36 13-0% 111.75 3.3160 12-6 0.144 36 13 -0% 111.63 3 12-6 120 19.121 Flow (q) from Route 5 0.041592 35 13-0% 223.39 3.3160 12-6 0.520 35 13-0% 111.12 12-6 120 19.641 Flow (q) from Route 11 0.087783 34 13-0% 334.51 3.3160 12-6 1.097 34 13-0% 102.53 3 12-3 120 20.738 Flow (q) from Route 2 0.143953 33 13-0% 437.04 3.3160 12-3 1.763 33 13-0% 64.32 3 12-0 120 22.501 Flow (q) from Route 26 0.185584 32 13-0% 501.36 3.3160 12-0 2.227 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 AREA#2 9/26/2018 9:40:47AM Page 10 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 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 FittinglDevice (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) 32 13-0% 71.71 3 (See Notes) 62101/z 120 24.728 Flow (q) from Route 27 42-4 -9.624 31 35-3 573.07 3.3160 0.237657 3fE(7-3%), 2E(10'-2%) 105-21/2 25.002 31 35-3 3 (See Notes) 881 9 120 40.107 P0(21-il) 7741/ 0.460 100 34-2 277.93 3.3160 0.062309 2fE(7-31/2), fT(19'-0), P0(21-1 1) 166-2 10.353 100 34-2 295.14 6 (See Notes) 3'0 120 50.919 Flow (q) from Route 32 10-0 0.025 30 34-1 V2 573.07 6.3950 0.009703 fE(10'-0) 0.126 13-0 30 34-1% 8 (See 456 120 51.070 153-10% 13.940 Notes) 9 1-11% 573.07 8.2490 0.002808 3fE(15'-3), f(-0.000), CV(52'-10 BV(14'-l),_PO(41'-1V2) 199-4 0.560 9 1-11% io (See 6'8/2 120 65.570 53-3 0.528 Notes) 16 0-9 573.07 10.4200 0.000900 2E(26-7%) 5911h/2 0.054 16 0-9 8 (See 513 150 66.152 153-11 1.626 Notes) 5 -3-0 573.07 7.9800 0.002184 E(27-2), sCV(67'-11), PIV(6'-O 1/2) 1(52-10) 205-2 0.448 5 4-0 io (See 11760 150 68.226 174'-5/2 Notes) 4 4-0 66.14 9.5100 0.000017 5EE(12-10%), 1(58-6%), 2E(2 6-9) 1349-5% 0.023 4 4-0 io (See 101 0 140 68.249 111-3% Notes) 3 -3-0 66.14 10.5200 0.000012 3E(37'-l), BFP(-10.171) 121'-31/2 10.172 3 4-0 io (See 100 150 78.421 58-6% Notes) 2 4-0 66.14 9.5100 0.000017 1(58-6%) 68-6% 0.001 2 4-0 12 (See 860 150 78.422 76-7 Notes) 58 4-0 66.14 11.3100 0.000007 GV(6'-ll%), C(69'-7%) 161-7 0.001 58 4-0 506.94 12 (See Notes) 60 150 78.423 Flow (q) from Route 25 -2.168 1100-0 2-0 573.07 11.3100 0.000400 Water Supply 5-0 0.002 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA #2 9/26/2018 9:40:47AM Page 11 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) npnti,,p ,,IIip 250.00 76.258 Hose Allowance At Source Total(Pt) Route 1 1000 823.07 3002 13-6 8 22.30 1 (See Notes) 101/2 120 7.770 Route 2 ..... Sprinkler, T(6-111/2), P0(5-11%) 11-10% 0.133830 0.200 3052 1301/2 22.30 1.0870 12-11 1.731 3052 130h/2 4.65 11/2 (See Notes) 3111/2 120 9.701 Flow (q) from Route 28 P0(11-8) 11-8 0.019216 47 13'-0/ 26.95 1.7400 15-8 0.301 47 13-0% 22.39 2 12-6 120 10.001 Flow (q) from Route 4 0.018156 46 1301,4 49.34 2.2150 12-6 0.227 46 13-0% 28.31 + 22.65 2 12-6 120 10.228 Flow (q) from Route 6 and 8 0.067462 45 13'-0/ 100.30 2.2150 12-6 0.843 45 13-0% 33.29 + 23.60 2 12-6 120 11.072 Flow (q) from Route 12 and 14 0.154890 ______________ 44 13-0% 157.18 2.2150 12-6 1.936 44 13-0% 11/2 (See Notes) 29'-11 Y2 120 13.008 P0(11-8) 11-8 0.012268 3072 130h/2 21.14 1.7400 41-8 0.511 3072 13-0% 26.46 vi 8-7 120 13.519 Flow (q) from Route 22 0.055066 373 13-0% 47.61 1.7400 8-7 0.472 373 13-0% 26.94 1% 8-7 120 13.991 Flow (q) from Route 23 0.126221 3074 13-0% 74.54 1.7400 8-7 1.083 3074 13-0% 27.99 11/2 (See Notes) 13'21/2 120 15.074 Flow (q) from Route 24 P0(11 -8) 11-8 0.227642 34 13-0% 102.53 1.7400 24-10% 5.664 20.738 Total(Pt) Route 2 3004 13-6 8 22.38 i (See Notes) 1'o% J 120 7.828 Route 3 ..... Sprinkler, T(6-111%), P0(5-11%) 1110% 0.134755 0.200 3054 13-0% 22.38 1.0870 12-11 1.743 ,© M.E.P.CAD, Inc. fjAutoSPRINK 2018 04.2.9.0 AREA #2 9/26/2018 9:40:47AM Page 12 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 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 (Po 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(Pt) 9.771 Total(Pt) Route 3 3001 13-6 8 22.39 i (See Notes) 1'0% 120 7.831 Route ..... Sprinkler, 11-10% 0.134805 0.200 3051 1301,4 22.39 1.0870 12-11 T(6-111/2), P0(5-11%) 12'-11 1.744 3051 1301/2 11/2 (See Notes) 4111/2 120 9.775 P0(11-8) 11-8 0.013635 47 13'-0/ 22.39 1.7400 16-7% 0.227 10.001 Total(Pt) Route 4 3010 13-6 8 22.52 i (See Notes) 1-0% 120 7.926 Route 5 ..... Sprinkler, 1(5-111/2), P0(5-111/2) 11-101/2 0.136320 0.200 3060 13-0% 22.52 1.0870 12-11 1.763 3060 13-0% vi 8-8% 120 9.889 0.007968 3061 13-0% 16.74 1.7400 8-8% 0.069 3061 13-0% 22.60 11/2 8-8% 120 9.959 Flow (q) from Route 7 0.038707 3062 13-0% 39.35 1.7400 8-8% 0.337 3062 13-0% 23.00 11/2 8-7 120 10.296 Flow (q) from Route 10 0.090691 3063 13-0% 62.35 1.7400 8-7 0.778 3063 13-0% 23.88 11/2 8-7 120 11.074 Flow (q) from Route 17 0.165230 3064 13-0% 86.22 1.7400 8-7 1.418 3064 13-0% 25.41 11/2 (See Notes) 132h/2 120 12.492 Flow (q) from Route 20 P0(11-8) 11-8 0.266436 36 1 3-0% 111.63 1.7400 r2 4-10% 6.629 19.121 Total(Pt) Route 5 3009 13-6 8 22.53 1 (See Notes) 1-0% 120 7.934 Route 6 ..... Sprinkler, 1(5-111/2), P0(5-11%) 11-10% 0.136446 0.200 3059 13-0% 22.53 1.0870 12-11 1.765 3059 13-0% 5.78 1% (See Notes) 3111/2 120 9.899 Flow (q) from Route 29 P0(11-8) 11-8 0.021054 46 13-0% 28.31 1.7400 15-8 0.329 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA #2 9/26/2018 9:40:47AM Page 13 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 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 (PU 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) 10.228 J Total(Pt) Route 6 3011 13-6 8 22.60 i (See Notes) 1-0% J 120 7.984 Route 7 ..... Sprinkler, 1(5-111/2), P0(5-11%) -10Y2 I 0.137236 0.200 3061 13-0% 22.60 1.0870 12-11 1.775 9.959 Total(Pt) Route 7 3008 13-6 8 22.65 i (See Notes) 1-0% 120 8.015 Route 8 ..... Sprinkler, 1(5-11%), P0(5-11%) 11-10% 0.137734 0.200 3058 13-0% 22.65 1.0870 12-11 1.782 3058 13-0% 11/2 (See Notes) 4'- 111/2 120 9.997 P0(11-8) 11-8 0.013932 46 13-0% 22.65 1.7400 16-7% 0.232 10.228 Total(Pt) Route 8 3005 13-6 8 22.79 1 (See Notes) 1-0% 120 8.116 Route ..... Sprinkler, 1(5-111/2), P0(5-111/2) 11-10% 0.139344 0.200 3055 13-01/2 22.79 1.0870 12-11 1.803 10.119 Total(Pt) Route 9 3012 13-6 8 23.00 1 (See Notes) 1-0% 120 8.263 Route 10 ..... Sprinkler, 1(5-111/2), P0(5-111/2) 11-10% 0.141677 0.200 3062 13-0% 23.00 1.0870 12-11 1.833 10.296 Total(Pt) Route 10 3017 13-6 8 23.35 1 (See Notes) 1-0% 120 8.517 Route 11 ..... Sprinkler, 1(5-111/2), P0(5-11%) 11-101/2 0.145691 0.200 3067 13-0% 23.35 1.0870 12-11 1.885 3067 13-0% 11/2 8-8% 120 10.601 0.005301 3068 13-0% 13.43 1.7400 8-8% 0.046 3068 13-0% 23.40 11/2 8-8% 120 10.647 Flow (q) from Route 13 0.034255 3069 13-0% 36.83 1.7400 8-8% 0.298 3069 13-0% 23.74 11/2 8'-7 120 10.946 Flow (q) from Route 16 0.085969 - r8-7 0.738 3070 13-0% 60.57 1.7400 (,©M.E.P.CAD, Inc. AutoSPRINK2018v14.2.9.O AREA#2 9/26/2018 9:40:47AM Page 14 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 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 (P f) and shown as ng.+k,s Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 3070 1301/2 24.55 11,/2 8-7 120 11.683 Flow (q) from Route 18 0.161327 3071 13-0% 85.12 1.7400 8-7 1.384 3071 13-0% 26.01 11/2 (See Notes) 1321/2 120 13.068 Flow (q) from Route 21 P0(11-8) 111-8 0.264187 35 13'-0/ 111.12 1.7400 24-10% 6.573 19.641 Total(Pt) Route 11 3016 13-6 8 23.38 i (See Notes) 1-0% 120 8.538 " Route 12 ..... Sprinkler, T(5'-11'/2), P0(5-11%) 11-10% 0.146031 0.200 3066 13-0% 23.38 1.0870 12-11 1.889 3066 13-0% 9.91 1% (See Notes) 3'11% 120 10.627 Flow (q) from Route 30 P0(11-8) 11-8 0.028407 45 13-0% 33.29 1.7400 15-8 0.444 11.072 Total(Pt) Route 12 3018 13-6 8 23.40 1 (See Notes) I J 1-0% 120 8.555 Route 13 ..... Sprinkler, T(5'-11%), P0(5-11%) 11-10% 0.146297 0.200 3068 13-0% 23.40 1.0870 12-11 1.893 10.647 Total(Pt) Route 13 3015 13-6 8 23.60 1 (See Notes) 11 0% 120 8.700 " Route 14 ..... Sprinkler, 1(5-111/2), P0(5-111/2) 11-10% 0.148583 0.200 3065 13-0% 23.60 1.0870 12-11 1.922 3065 13-0% 1% (See Notes) 4'11% 120 10.822 P0(11-8) 11-8 0.015029 45 13-0% 23.60 1.7400 16-7% 0.250 11.072 Total(Pt) Route 14 3006 13-6 8 23.69 1 (See Notes) 1-0% 120 8.771 Route 15 ..... Sprinkler, T(5'-l1%), P0(5-11%) 11-10% I 0.149714 0.200 3056 13-0% 23.69 1.0870 12-11 1.937 10.908 Total(Pt) Route 15 3019 13-6 8 23.74 1 (See Notes) 11 0% T 120 8.803 Route 16 ..... Sprinkler, 1(5-111/2), P0(5-111/2) 11-10% t 0.150212 0.200 3069 13-0% 23.74 1.0870 12-11 1.943 10.946 Total(Pt) Route 16 (,,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA #2 9/26/2018 9:40:47AM Page 15 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 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 (PQ and shown as a nj.+i Fitting (Foot) Pf Friction (psi) Loss Per unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pt) 3013 13-6 8 23.88 i (See I Notes) J 1'-0Y2 f 120 8.909 Route 17 ..... Sprinkler, 1(5-11%), P0(5-11%) 1110h/2 1 0.151892 0.200 3063 13-0% 23.88 1.0870 12-11 1.965 11.074 Total(Pt) Route 17 3020 13-6 8 24.55 1 (See T Notes) 1-0% 120 9.416 Route 18 ..... Sprinkler, [ 11-10V2 0.159860 0.200 3070 13-0% 24.55 1.0870 12-11 T(6-111/2), P0(5-11%)12'-11 2.068 11.683 Total(Pt) Route 18 3007 13-6 8 25.24 1 (See I Notes) 1-0% 120 9.957 Route 19 ..... Sprinkler, T(6-111/2),T(6-111/2),P0(5-11%) r 11-10% 0.168339 0.200 3057 13-0% 25.24 1.0870 j 12-11 2.178 12.334 Total(Pt) Route 19 3014 13-6 8 25.41 1 (See I Notes) 1-0% 120 10.088 Route 20 ..... Sprinkler, T(5'-l11/2), P0(5-11%) [ 11-10% 0.170388 0.200 3064 13-0% 25.41 1.0870 12-11 2.204 12.492 Total(Pt) Route 20 3021 13-6 8 26.01 1 (See T Notes) 1-0% 120 10.567 Route 21 ..... Sprinkler, 1(5-111/2), P0(5-11%) 11-10% 0.177862 0.200 3071 13-0% 26.01 1.0870 12-11 [ 2.301 13.068 Total(Pt) Route 21 3022 13-6 8 26.46 1 (See Notes) 1'o% 1 120 10.942 Route 22 ..... Sprinkler, T(6-1111/2), P0(5-11%) 11-10% t 0.183701 0.200 3072 13-0% 26.46 1.0870 12-11 2.376 13.519 Total(Pt) Route 22 3023 13-6 8 26.94 1 (See Notes) 11 0% 1 120 11.336 Route 23 ..... Sprinkler, 11-10% t 0.189804 0.200 373 13-0% 26.94 1.0870 12-11 T(6-111/2), P0(5-11%)12'-11 2.455 13.991 Total(Pt) Route 23 3024 13-6 8 27.99 1 (See Notes) 1-0% J 120 12.239 Route 24 ..... Sprinkler, 1(5-111/2), P0(5-11%) 11-10% t 0.203743 0.200 3074 13-0% 27.99 1.0870 12-11 2.636 15.074 Total(Pt) Route 24 /,,. © M.E.P.CAD, Inc. jAutoSPRINK 2018 04.2.9.0 AREA#2 9/26/2018 9:40:47AM Page 16 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 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) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 6 -3-0 io (See Notes) 101 0 140 70.242 Route 25 ..... 3E(37-1), BFP(-7.994) 111-31A 0.000515 7 -3-0 506.94 10.5200 121-31/2 8.057 7 -3-0 10 (See 15-0 150 78.299 1(58-6%) Notes) 0.000741 8 4-0 506.94 9.5100 73-6% 0.054 8 4-0 12 (See Notes) 730 150 78.354 GV(6'-ll%), T(69-7%), C(69-7 146-3 0.000319 58 -3-0 506.94 11.3100 219-3 0.070 78.423 Total(Pt) Route 25 44 13-0% 21.14 2 12-3 120 13.008 Route 26 ..... Flow (q) from Route 2 0.118562 43 13-0% 136.04 2.2150 12-3 1.452 43 13-0% 11/2 (See Notes) 60'4 120 14.460 P0(11-8) P0(11-8) 23-4 0.096087 33 13-0% 64.32 1.7400 83-8 8.041 22.501 Total(Pt) Route 26 43 13-0% 64.32 2 12-0 120 14.460 Route 27 ..... Flow (q) from Route 26 0.036269 42 13-0% 71.71 2.2150 12-0 0.435 42 13-0% 1% (See Notes) 60'4 120 14.895 P0(11-8) P0(11-8) 23-4 0.117498 32 13-0% 71.71 1.7400 83-8 9.833 24.728 Total(Pt) Route 27 3053 13-0% 17.64 1% 8-7 120 9.694 Route 28 ..... Flow (q) from Route 1 0.000744 3052 13-0% 4.65 1.7400 8-7 0.006 9.701 Total(Pt) Route 28 3060 13-0% 16.74 1% 8-7 120 9.889 Route 29 ..... Flow (q) from Route 5 0.001113 3059 13-0% 5.78 1.7400 8-7 0.010 9.899 Total(Pt) Route 29 ©M.E.P.CAD, Inc. AutoSPRINK2O18v14.2.9.O AREA#2 9/26/2018 9:40:47AM Page 17 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (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 when applicable, are added Total ________________ (Foot) (0) (Foot) (psi) Friction(P directly to (PQ and shown as (Foot) ________ _________ . 3067 13-0% 13.43 1/2 8-7 1 120 10.601 Route 30 ..... Flow (q) from Route 11 f 0.003021 3066 13-0% 9.91 1.7400 8-7 0.026 10.627 Total(Pt) Route 30 5 -3-0 66.14 10 (See 160-0 150 68.226 Route 31 ..... Flow (q) from Route 1 14-10 Notes) 13 -3-0 506.94 9.7900 0.000643 EE(14-10) 174-10 0.112 13 4-0 io (See 2220-0 150 68.338 350 -1 Notes) 6 -3-0 506.94 9.5100 0.000741 7EE(12-10%), 41(58-6%), E(2 :25:70--1 1.904 69) 70.242 Total(Pt) Route 31 142 35'-5Y2 71.37 + 10.75 6 10-0 120 50.249 Route ..... Flow (q) from Route 33 and 38 -0.066 141 35-7 82.12 6.3950 0.000267 10-0 0.003 141 35-7 11.58 6 10-0 120 50. 185 Flow (q) from Route 37 -0.066 140 35-9 93.71 6.3950 0.000340 10-0 0.003 140 35-9 12.58 6 9-111h 120 50.122 Flow (q) from Route 40 0.006 109 35-9 106.29 6.3950 0.000430 9-11% 0.004 109 35-9 13.75 6 10-0 120 50. 132 Flow (q) from Route 51 0.082 108 35-61/2 120.04 6.3950 0.000538 10-0 0.005 108 35-6% 15.11 6 10-0 120 50.219 Flow (q) from Route 50 0.082 107 35-41/2 135.15 6.3950 0.000670 10-0 0.007 107 3541/2 16.68 6 10-0 120 50.308 Flow (q) from Route 54 0.082 106 35-2 151.83 6.3950 0.000831 10-0 0.008 106 35-2 18.46 6 10-0 120 50. 398 Flow (q) from Route 53 0.082 105 34-11% 170.28 6.3950 0.001028 ri0-0 0.010 . ©M.E.P.CAD, Inc. F111 AutoSPRINK2O18v14.2.9.0 AREA#2 9/26/2018 9:40:47AM Page 18 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) P1 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) (psi) Friction(Pf) directly to (PQand shown as (Foot) 105 3411h/2 20.47 6 9-2 120 50.490 Flow (q) from Route 57 0.075 104 349h/2 190.76 6.3950 0.001268 9-2 0.012 104 3491/2 22.57 6 8-0 120 50.577 Flow (q) from Route 56 0.065 103 34-8 213.32 6.3950 0.001559 8-0 0.012 103 34-8 24.64 6 9-0 120 50. 655 Flow (q) from Route 59 0.074 102 34-6 237.96 6.3950 0.001909 9-0 0.017 102 34-6 27.27 6 8-0 120 50.745 Flow (q) from Route 63 0.065 101 34-4 265.23 6.3950 0.002333 8-0 0.019 101 34-4 29.91 6 8-2 120 50. 829 Flow (q) from Route 61 0.067 100 34-2 295.14 6.3950 0.002843 8-2 0.023 50.919 Total(Pt) Route 32 10-0 120 50.378 Route ..... 144 35-1% 51.79+9.52 6 Flow (q) from Route 34 and 42 -0.066 143 353h/2 61.31 6.3950 0.000155 10-0 0.002 143 35-3% 10.06 6 10-0 120 50.313 Flow (q) from Route 39 -0.066 142 35-51/2 71.37 6.3950 0.000206 10-0 0.002 50.249 Total(Pt) Route 33 10-0 120 50.574 Route 34 ..... 147 34-8 25.29+8.60 6 Flow (q) from Route 35 and 46 -0.066 146 34'10 33.89 6.3950 0.000052 10-0 0.001 146 34-10 8.80 6 10-0 120 50.508 Flow (q) from Route 44 -0.066 145 350 42.69 6.3950 0.000079 10-0 0.001 145 35-0 9.10 6 10-0 120 50. 443 Flow (q) from Route 43 -0.066 144 351% 51.79 6.3950 0.000114 10-o 0001 50.378 Total(Pt) Route 34 , 0 M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA #2 9/26/2018 9:40:47AM Page 19 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per unit when applicable, are added Total ________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 149 3441/2 8.40+8.42 6 10-0 120 50.706 Route 35 ..... Flow (q) from Route 36 and 48 _________ -0.066 _______________ 148 34 1/2 16.81 6.3950 0.000014 10-0 0.000 148 34-6% 8.47 6 10-0 120 50.640 Flow (q) from Route 47 -0.066 147 34-8 25.29 6.3950 0.000030 10-0 0.000 50.574 Total(Pt) Route 35 10-0 J 120 50.773 Route 36 ..... 150 3421/2 8.40 6 Flow (q) from Route 49 -0.066 149 34'% 8.40 6.3950 0.000004 101-0 0.000 50.706 Total(Pt) Route 36 241 35-7 93.71 3 (See 154-0 1 120 50.144 Route 37 ..... Notes) P0(21'-1 1), Flow (q) from Route 41 819 141 35-7 11.58 3.3160 0.000174 2fT(19'-0), P0(21-11) __________ _______________ 235-9% 0.041 50.185 Total(Pt) Route 37 10-0 120 50.144 Route 38 ..... 241 35-7 93.71 6 Flow (q) from Route 41 0.066 242 35-5% 82.12 6.3950 0.000267 10-0 0.003 242 355h/z 3 (See 153-11 120 50.213 P0(21-li) 81-9 0.000 Notes) 142 35-5% 10.75 3.3160 0.000152 2fT(19'-0), P0(21-11) 235-8 0.036 50.249 Total(Pt) Route 38 10-0 120 50.213 Route 39 ..... 242 35-5% 10.75 6 Flow (q) from Route 38 0.066 243 35-3% 71.37 6.3950 0.000206 10-0 0.002 243 35-3% 3 (See 153'9% 120 50.281 P0(21-li) 81-9 0.000 Notes) 143 35-3% 10.06 3.3160 0.000134 2fT(19'-O), P0(21-11) 235-6% 0.032 50.313 Total(Pt) Route 39 240 35-9 106.29 3 (See 154-11/2 120 50.074 Route 40 ..... Notes) P0(21-11), Flow (q) from Route 52 81-9 _________ _______________ 140 35-9 12.58 3.3160 0.000203 2fT(19-0), P0(21-11) 235-11 0.048 50.122 Total(Pt) Route 40 © M.E.P.CAD, Inc. AN AutoSPRINK 2018 04.2.9.0 AREA #2 9/26/2018 9:40:47AM Page 20 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total ________________ Node 2 (Foot) (Q) Actual ID Length (psi) (Foot) (Foot) Friction(Pf) directly to (Pt) and shown as 240 35-9 106.29 6 10-0 I 120 50.074 Route 41 ..... Flow (q) from Route 52 0.066 241 35-7 93.71 6.3950 0.000340 10-0 0.003 50.144 Total(Pt) Route 41 244 35-1% 61.31 3 (See 1538 1 120 50.349 Route 42 ..... Notes) P0(21'-1 1), Flow (q) from Route 45 819 _________ 0.000 _____________ 144 3511,4 9.52 3.3160 0.000121 211(19-0), P0(21-11) 235-5% 0.029 50.378 Total(Pt) Route 42 244 35-1 V2 61.31 6 10-0 120 50.349 Route 43 ..... Flow (q) from Route 45 0.066 245 35-0 51.79 6.3950 0.000114 10-0 0.001 245 35-0 3 (See 153-7% 120 50.417 P0(21-il) 81-9 0.000 Notes) 145 35-0 9.10 3.3160 0.000112 211(19-0), P0(21-11) 235-5 0.026 50.443 Total(Pt) Route 43 10-0 120 50.417 Route 44 ..... 245 35-0 9.10 6 Flow (q) from Route 43 0.066 246 34-10 42.69 6.3950 0.000079 10-0 0.001 246 34-10 3 (See 1539 120 50.484 P0(21-li) 81-9 0.000 Notes) 146 34-10 8.80 3.3160 0.000105 211(19-0), P0(21-11) 235-6 0.025 50.508 Total(Pt) Route 44 10-0 J 120 50.281 Route 45 ..... 243 35-3% 10.06 6 Flow (q) from Route 39 J 0.066 244 35-1% 61.31 6.3950 0.000155 10-0 0.002 50.349 Total(Pt) Route 45 10-0 120 50.484 Route 46 ..... 246 34-10 8.80 6 Flow (q) from Route 44 0.066 247 34-8 33.89 6.3950 0.000052 10,-0 0.001 247 34-8 3 (See 153'10 120 50.551 P0(21-11) 81-9 0.000 Notes) 147 34-8 8.60 3.3160 0.000100 211(19-0), P0(21-11) 235-71/2 0.024 50.574 Total(Pt) Route 46 ©M.E.P.CAD, Inc. Iffi AutoSPRINK2018v14.2.9.O AREA#2 9/26/2018 9:40:47AM Page 21 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) ___________ Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total ________________ Friction(Pt) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) naJtia ,,Iiip 10-0 120 50.551 Route 47 ..... 247 34-8 8.60 6 Flow (q) from Route 46 0.066 248 341,4 25.29 6.3950 0.000030 10-0 0.000 248 34-6% 3 (See 153-11% 120 50.617 P0(21-li) 81-9 0.000 Notes) 148 34-6% 8.47 3.3160 0.000098 2fT(19-0), P0(21-11) 235-8% 0.023 50.640 Total(Pt) Route 47 248 34-6% 8.47 6 10-0 120 50.617 Route 48 ..... Flow (q) from Route 47 0.066 249 34-4% 16.81 6.3950 0.000014 10-0 0.000 249 344% 3 (See 154'01/2 120 50.684 P0(21-il) 81-9 0.000 Notes) 149 34-4% 8.42 3.3160 0.000097 2fT(19'-0), P0(21-11) 235-10 0.023 50.706 Total(Pt) Route 48 10-0 120 50.684 Route 49 ..... 249 34-4% 8.42 6 Flow (q) from Route 48 0.066 250 34-21/2 8.40 6.3950 0.000004 10,-a 0.000 250 34-2% 3 (See 154'2 120 50.750 P0(21-li) 81-9 0.000 Notes) 150 34-2% 8.40 3.3160 0.000096 2fT(19'-0), P0(21-11) 235-11 0.023 50.773 Total(Pt) Route 49 208 35-61/2 135.15 3 (See 1 154-1 120 50.153 Route 50 ..... Notes) P0(21-11), Flow (q) from Route 55 81-9 __________ -0.001 _______________ 108 35-6% 15.11 3.3160 0.000285 211(19-0), P0(21-11) 235-10% 0.067 50.219 Total(Pt) Route 50 10-0 120 50.153 Route 51 ..... 208 35-6% 135.15 6 Flow (q) from Route 55 -0.082 209 35-9 120.04 6.3950 0.000538 10,-a 0.005 209 35-9 3 (See 154'2 120 50.076 P0(21-li) 81-9 -0.000 Notes) 109 35-9 13.75 3.3160 0.000239 2fT(19'-O), P0(21-11) 235-11 0.056 50.132 Total(Pt) Route 51 (,©M.E.P.CAD, Inc. AutoSPRINK2O18v14.2.9.O AREA#2 9/26/2018 9:40:47AM Page 22 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(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, Elev 2 Total Flow Loss Per Unit when applicable, are added Total ________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) n.J.+i*, 209 35-9 13.75 6 1 9-11% I 120 50.076 Route 52 ..... Flow (q) from Route 51 -0.006 240 35-9 106.29 6.3950 J 0.000430 9-11% 0.004 50.074 Total(Pt) Route 52 206 35-2 170.28 3 (See T 154-0 120 50.302 Route 53 ..... Notes) P0(21-11), Flow (q) from Route 58 81-9 __________ -0.001 _______________ 106 35-2 18.46 3.3160 0.000413 2fT(19'-O), P0(21-11) 235-9 0.097 50.398 Total(Pt) Route 53 10-0 120 50.302 Route 54 ..... 206 35-2 170.28 6 Flow (q) from Route 58 -0.082 207 35-4 151.83 6.3950 0.000831 10-0 0.008 207 35-4 3 (See 154-0% 120 50.228 P0(21-il) 81-9 -0.001 Notes) 107 35-4% 16.68 3.3160 0.000342 21T(19'-0), P0(21-11) 235-91/2 0.081 50.308 Total(Pt) Route 54 10-0 I 120 50.228 Route 55 ..... 207 35-4 16.68 6 Flow (q) from Route 54 -0.082 208 35-6% 135.15 6.3950 0.000670 10-0 0.007 50.153 Total(Pt) Route 55 204 34-9% 213.32 3 (See 153-11 I 120 50.438 Route 56 ..... Notes) P021-1, Flow (q) from Route 60 81-9 __________ I -0.002 _______________ 104 34-9% 22.57 3.3160 0.000599 21T(19-0), P0(21-11) 235-8% 0.141 50.577 Total(Pt) Route 56 9-2 120 50.438 Route 57 ..... 204 34-9% 213.32 6 Flow (q) from Route 60 -0.075 205 34-111/2 190.76 6.3950 0.001268 9-2 0.012 205 34-11% 3 (See 153'11 120 50.374 P0(21-li) 81-9 -0.002 Notes) 105 34-11% 20.47 3.3160 0.000500 2fT(19-0), P0(21-11) 235-81/2 0.118 50.490 Total(Pt) Route 57 10-0 120 50.374 Route 58 ..... 205 34-111/2 20.47 6 Flow (q) from Route 57 -0.082 206 35-2 170.28 6.3950 0.001028 iO'-O 0.010 (..©M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA#2 9/26/2018 9:40:47AM Page 23 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 9/26/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (PQ and shown as I (Foot) 50.302 Total(Pt) Route 58 203 34-8 237.96 3 (See I 154'0 120 50.491 ..... Route 59..... Notes) P0(21'-1 1), Flow (q) from Route 64 F 81-9 __________ -0.003 ______________ 103 34-8 24.64 3.3160 I 0.000704 2fT(19'-O), P0(21-11) 235-9 0.166 50.655 Total(Pt) Route 59 8-0 120 50.491 Route 60 ..... 203 34-8 237.96 6 Flow (q) from Route 64 -0.066 204 34-9Y2 213.32 6.3950 0.001559 8-0 0.012 50.438 Total(Pt) Route 60 200 34-2 295.14 6 8-0 120 50.638 Route 61 ..... Flow (q) from Route 62 -0.066 201 34-4 295.14 6.3950 0.002843 8-0 0.023 201 34-4 3 (See 154'1 120 50.595 P0(21-il) 81-9 -0.003 Notes) 101 34-4 29.91 3.3160 236-10Y20 .001008 2fT(19'-O), P0(21-11) 0.238 50.829 Total(Pt) Route 61 31 35-3 3 (See T 6721/2 120 40.107 Route 62 ..... P0(21-11) 7741/2 0.462 Notes) 200 34-2 295.14 3.3160 I 0.069633 2fE(7'-31/2), fT(19'-0), P0(21-1 144'-7Y 10.070 1) 50.638 Total(Pt) Route 62 8-0 120 50.595 Route 63 ..... 201 34-4 29.91 6 Flow (q) from Route 61 -0.066 202 34-5% 265.23 6.3950 0.002333 8-0 0.019 202 3451/2 3 (See 15401/2 120 50.548 P0(21-li) 81-9 -0.003 Notes) 102 34-6 27.27 3.3160 0.000850 2fT(19-O), P0(21-11) 235-10 0.200 50.745 Total(Pt) Route 63 9-0 I 120 50.548 Route 64 ..... 202 34-5% 27.27 6 Flow (q) from Route 63 -0.074 203 34-8 237.96 6.3950 0.001909 9-0 0.017 50.491 Total(Pt) Route 64 1&®M.E.P.CAD, Inc. AutoSPRINK2018v14.2.9.O AREA#2 9/26/2018 9:40:47AM Page 24 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: /26/2018 I Eauivalent Floe Lenaths of Valves and Fittinas (C=120 onlv) IC Value Multiolier I 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 Backflow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 221,40 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 IT 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 W,rF Wirsbo WMV Water Meter Valve Z Cap ,,©M.E.P.CAD, Inc. 4flAutoSPRINK201804.2.9.0 AREA#2 9/26/2018 9:40:47AM Page 25 90 60 Hydraulic Graph N 1.65 Date: 9/26/2018 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 150 135 120 105 45 30 15 -static Pressure 141.000 '823.07 ' 140.509 Water Supply Summary Sheet 00108.000_______ 573.07 823.07 76.258 with Hose Allowance at Source System demand cue _..Ujj.I.!.j.L1••IIIIIIII IllIllIll 111111111 11111111 111111 II III II I I I I I I I I I I I I I I I I I 6200 9300 7750 10850 Flow - gpm 12400 13950 15500 © M.E.P.CAD, Inc. 48AutoSPRINK 2018 04.2.9.0 9/26/2018 9:40:42AM Page 2 FIRE SPRINKLER SYSTEM MATERIAL SUBMITTAL BUILDING "A" SPEC SUITE TENENT IMPROVEMENT 2810 WHIPTAIL LOOP CARLSBAD, CA 13630 DANIELSON ST. FOWAY, CA. 92064A 95241 PH. (858)513-4949 Fx. (858)513-1322 tfC-2-O I - o32 ~;j I When you specify Allied Schedule- 10/Schedule-40 - M-COAT sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40- M-COAT gives you the extra quality assurance you demand. Our Sch-1 0 (11/4"- 8") pipe and Sch-40 (1"- 21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. M -COAT Specifications Nominal I.D. Nominal Wt. Wt. (H20 ed) In; O.D. In; mm '-.jn; mm Wall In; mm Lbs/Ft; kg/m uicE'.im 1.315 1 0.133 1.680 .7 2.05 25 33.4 26.6 ..., 3.38 3.05 - 11.4 1.660 1.380 0. 2.270 2.93 1 32 42.1 1 35.1 3. 3.39 4.36 - 11/2" 1.900 1.610 ,....-'.i45 9Z29 3.61 40 48.3 40. ...- 3.68 _,, 5.37 - 2.375 0.154 3.656 :!!___________ 1 50 60- 52.5 3.91 5.4 21h" ,875 2.469 0.203 5.80 /.86 73 1 62.7 1 5.16 8.6 NPS Nominal Nominal I.D.1 Nominal Wt. Wt. (H20 Filled) CRR i;mm O.D. In; mm In; mm I Wall In; mm Lbs/Ft; kglm Lbs/Ft; kglm I - 11/4 1.660 1.442 0.109 1.810 2.525 7.0955 32 42.2 36.6 2.77 2.7 3.75 - 1½" 1.900 1.682 0.109 2.09 3.04 5.6570 40 48.3 42.7 2.77 3.1 4.52 - 2.375 2.157 0.109 2.640 4.22 4.5827 50 60.3 54.8 2.77 3.9 6.28 - 1 21/2" 2.875 2.635 0.120 3.530 5.89 3.5196 65 73 66.9 3.05 5.26 8.77 - 3.500 3.260 0.120 4.34 7.94 2.5550 75 88.9 82.8 3.05 6.4 11.82 - 4.500 4.260 0.120 5.62 11.78 1.6020 100 114.3 108.20 3.05 8.3 17.53 - 5.563 5.295 0.134 7.78 17.33 1.4874 6.625 6.357 1 0.134 9.3 23.03 1.0251 L 6" 150 168.3 161.5 3.40 13.8 34.27 - I 200 I 219 I 209.50 I 4.78 I 25.2 I ------I ® Galvanized Pipe Schedule-10/Schedule-40--- M-COAT product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit fire sprinkler pipe products up to 4.500" in diameter are coated with M-COAT, an advanced MIC coating that is FM approved for use in hybrid sprinkle systems. ® American made Able to meet "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. c Specifications & Approvals Schedule- 10/Schedule-40 - M-COAT pipe are in compliance with the following:.ASTM A-135, Type E Grade A, and NFPA 13. All pipe products have a rated working pressUre of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Hydrostatic Pressure APPROVED 0 Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com .c;;;;r allied • 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. TUBE & CONDUIT* Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 APART OF 02013 Athore International, Inc. All Rights Reserved. STP-04-3-1301 Kim iIraige l ow , _ ajTaT€I I wjpJ MEGA-FLOW SPECIFICATIONS NPS NOM OD NOM ID UL CRR* MEGA-FLOW Schedule schedule Schedule Meg Mega-Flow Mega-Flow Nominal Pcs./Lift 10 40 40 wt./ft. 11/4 1.660 1.530 1.442 1.380 1.80 1.00 1.108 61 11A 1.900 1,740 1.682 1.610 2.64 1.00 1.556 61 2 2.375 2.215 2.157 2.067 2.14 1.00 1.961 37 2% 2.875 2.707 2.635 2.469 1.43 1.00 2.504 30 3 3.500 3.316 3.260 3.068 1.34 1.00 3.349 19 4 4.500 4,316 4.260 4.026 1.00 1.00 4.331 19 6 6.625 6.395 6,357 6.065 .75 1.00 8.000 10 Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CRR isa 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). MEGA-THREAD SPECIFICATIONS NPS NOM OD NOM ID UL CRR MEGA-THREAD Mega-Thread Schedule Mega-Thread Schedule L.W.T. Pipe Nominal Pcs./Lift 1 1.315 1.087 1.049 1.00 1.00 .61 1.462 70 1% 1.660 1.416 1.380 1.00 1.00 .39 1.989 51 11/2 1.900 1.650 1.610 1.00 1.00 .31 2.370 44 2 2.375 2.117 2.067 1.00 1.00 .25 3.094 30 * Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CRR 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). C& APPROVED FM Approved and Fully Listed Sprinkler Pipe Wheatland's Mega-Flow steel fire sprinkler pipe is FM Approved for roll-grooved, plain-end and welded joints for wet systems; and UL, C-UL and FM Listed for use with roll-grooved, plain- end couplings and welded joints for wet, dry preaction and deluge systems. Mega-Thread is FM Approved for use in wet systems and is UL, C-UL and FM Listed for wet, dry and preaction sprinkler systems. Approvals and Specifications Both products meet or exceed these standards: ASTM A795, Type E, Grade A NFPA 13 and NFPA 14 Mega-Thread is approved for standard hanger spacing Manufacturing Protocols Mega-Flow and Mega-Thread are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings Mega-Flow black steel fire sprinkler pipe receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outlasts standard lacquer coatings. This coating allows the pipe to be easily painted without special preparation. Mega-Thread is hot-dip galvanized to meet FM requirements for dry systems and is safer to weld than many zinc-coated, light-wall threadable products. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a supplementary identification method. SWBM Ijff!LI N F1T i1jiN PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: E r- u 04 It5 46 ' B6.-I2 124 3a6 'tO COMMENTS: LI MEGA-THREAD-HOT-DIP GALVANIZED t Tube A DIVISION OFZEKELMAN INDUSTRIES FITTINGS Ductile Iron Threaded Fittings SMI[THCOOPER INTERNATIONAL Ductile Iron Threaded Fittings Specifications Dranded ductile iron threaded fittings are UL Listed arid FM Approved at EcU psi Rated to300WSF Ductile iron castings cc'rtform to ASTM A536 c us LIST ED Fitting diniensions coiorn to ASME B16.3 Bushings and plugs conform to ASME B16.14 FM < > Fittings are 100% air tested APPROVED NFl threads on all fittings conform to ASME B 1.20.1 Indepencent lab verificatioi that fittings meet applicabe chemical & jhysical properties Manufacturing aci1ities are ISO 9301:2008 and ISO 14001 Temperature Working Pressure, N:-ishockpsG Degrees F 300# Class Threaded Fittings -23 t: I JO 503 5CJ 20 463 250 463 300 440 350 420 400 400 450 380 50 360 550 340 650 203 c®uS <E> APPROVED LISTED Fig. 35E3-90° Elbow 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 - 35E3010 1.50 40 80 0.5 1-1/4 35E 3012 1.75 25 50 0.8 36 1-1/2 35E3014 1.94 18 1.1 2 35E 3020 2.25 10 20 1.8 2-1/2 35E 3024 2.70 4 Fig. 35RE3 - 900 Reducing Elbow Size in Part Number A in B in Packing Weight lb Inner I Master 3/4x 1/2 35RE3006004 1.20 1.22 80 160 0.3 1 x 1/2 35RE3010004 1.26 1.36 70 140 0.4 1 x 3/4 35RE3010006 1.38 1,45 50 100 0.4 11/4x1/2 35RE3012004 134 153 - 35 70 05 1-1/4x3/4 35RE3012006 1.45 1.63 35 70 0.6 1-1/4x1 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 1-1/2x1 35RE3014010 1.65 1.80 20 40 0.8 1-1/2 x 1 1/4 35RE3014012 182 188 18 36 1.0-- 1.97 2 x 112 35RE3020004 1.60 18 36 1.0 2x 3/4 35RE3020006 1.60 1.97 18 36 1.0 2 x 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 2-1/2 x 1 1/2 35RE3024014 2.16 2.5i 6 12 22 2-1/2 x 2 35RE3024020 2.39 2.60 6 12 2.5 Fig. 35F3 -45° Elbow 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 35F 3010 1.13 40 80 0.5 1-1/4 35F3012 1.29 25 50 0.7 1-1/2 35F 3014 1.44 20 40 1.0 2 35F 3020 1.69 - 10 - 20 1.6 2-1/2 35F3024 1.95 4 8 2.7 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 35T 3006 1.31 30 60 0.5 1 35T 3010 1.50 25 50 0.7 11/4 3513012 175 - 10 20 11 1-1/2 35T3014 1.94 10 20 1.5 2 ' 35T 3020 6 12 2:4 2-1/2 02 351 34 .2.25 2.70 4 8 4.3 111 SMITH-COOPER INTERNA'1'IONAL • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 wwsmithcooper.com c®uS <e> APPROVED LISTED Fig. 35RT3 - Reducing Tee Size Part Number U A in B in C in Packing Weight lb Inner Master 3/4x1/2 35R13006004 1.20 1.20 1.22 60 120 0.4 1 x 1/2 35R13010004 1.26 1.26 1.36 30 60 0.6 lxi/2x1 - 35RT3010004010 1.50 1.36 1.50 30 60 0.6 1 x3/4 35RT3010006 1.38 1.38 1.45 25 50 0.6 1 x 3/4 x 3/4 35RT3010006006 1.38 1.31 1.45 35 70 0.6 1x3/4x1 -35'13-T30-16 0-0-60-1-0 1,50 1.45 1.50 25 50 0.7 1.53 1-1/4 x 1/2 35RT3012004 1.34 1.34 20 40 0.8 1-1/4 x 1/2x 1-1/4 35JRT3012004012 1.75 1.53 1.75 25 50 0.9 l-1/4x3/4 35RT3012006 1.45 1.45 1.62 15 30 0.9 1-1/4 x3/4x1-1/4 35-Rf361 i-d-0661 7.75 -1 6-2 1.75 20 40 1.0 1-1/4x1 35R13012010 1.58 1.58 1.67 15 30 1.0 1-1/4x1x1/2 35R13012010004 1.34 1.26 1.53 25 50 0.7 1-1/4x1x3/4 35RT3012010006 1.45 1.38 1.63 20 40 0.8 1-1/4 x lxi 35R13012010010 1.58 1.50 1.69 20 40 0.9 1-1/4 x1x1-1/4 35RT3012010012 1.75 1.69 1.75 15 30 1.0 1-1/2x1/2 35RT3014004 1.41 t41 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 35RT3014004014 -1.94-'-1.66 1.94 12 24 1.2 1-1/2x3/4 35RT3014006 1.52 1.52 1.75 16 32 1.1 1-1/2x3/4x1-1/4 35RT3014006012 1.94 1.66 1.88 20 40 1.1 1-1/2x3/4x1-1/2 35R13014006014 1.94 1.75 1.94 18 36 1.2 1-1/2x1 35R13014010 1.65 1.65 1.80 12 24 1.2 1-1/2x1 x 11 35RT3014010004 1.44 1.25 1.69 20 40 0.8 1-1/2x1x3/4 35RT3014010006 1.50 1.44 1.75 16 32 - 6.9 1-1/2xlxi 35R13014010010 1.65 1.50 1.80 16 32 1.0 1-1/2x1x1-i/4 35RT3014010012 1.82 1.67 1.88 12 12 -. 24 1.2 1-1/2x1x1-1/2 35R13014010014 1.94 1.80 1.94 12 24 .. 1.3 1-112 x 1 1/4 35RT3014012 1.82 1.82 1.88 24 - 1.4 1-1/2x1-1/4x1/2 35RT3014012004 1.41 1.34 1.66 16 32 0.9 l-1/2x1-1/4 x3/4 35RT3014012006 1.52 1.45 1.75 16 32 1.0 l-1/2x1-1/4x1 35R13014012010 1.65 1.58 1.80 16 32 1.1 1-1/2x1-1/4x1-1/4 35RT3014012012 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 2x 1/2 35RT3020004 _1. -49 1.49 1.88 10 20 1.5 2x3/4 35R13020006 1.60 1.60 1.97 10 20 1.6 2 x 1 35RT3020010 03 '1.73 202 8 16 15 2x-1 x2 35RT3020010020 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 2x 1-1/2 35R13020014 2.02 • 2.02 2.16 • ' 8 16 2.1 2x1-1/2x1/2 35R13020014004 1.49 1.41 1.88 10 20 1.3 2x1-1/2x3/4 35RT3020014006 1.69 .1.52 . 1.97 10 20 '-1.4- 2 x 1-1/2 x1 35R13020014010 1.73 1.65 2.02 8 16 1.5 2x1-1/2x1-1/4 35RT3020014012 1.90 1.82 2.10 8 16 1.7 2x1-1/2x1-1/2 35R13020014014 2.02 1.94 2.16 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 35B13006010 1.45 1.45 1.37 30 60 0.6 - 1 x 1-1/4 35BT3010012 . 1.67 1.67 1.58 20 40 0.9 lxl-1/2 35BT3010014 1.80 1.80 1.65 15 30 1.0 1-1/4 x 1 x 1-1/2 35B13012010014 1.88 1.80 1.82 15 30 1.2- 1/4 x 1-112 35BT3012014 1.88 1.88 1.82 15 30 1.3 1-1/4x2 35BT3012020 2.10 2.10 1,90 16-2o- --l-.6 1-1/2x1-1/4x2 35B13014012020 2.16 2.10 2.02 10 20 1.8 1-1/2x2 358T3014020 2.16 2.16 2.02 8 16 1.8 II SMITH-COOPER INTERNATIONAL' • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 svwwsmithcoopercom 112 Fig. 35CP3 - Straight Coupling with Ribs le", <~> APPROVED LISTED Size in Part Number A Packing Weight lb Inner Master 350P3004 1.38 200 400 0.1 -- 3/4 6 1.63 - 100 200 - 02 120 1 35CP3010 60 0.4 ,1-1L4 35cP3012 200- 70 0.5 2.19 25 1-1/2 35C P3014 0.7 2 35CP3020 22 15 30 2-1/2 35CP3024 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) 35R03020010 2.81 20 40 1 1.0 Fig. 35113 - Union with Brass Seat Size in p ii Number a in A Packing Weight lb Inner Master 1 35U 3010 2.19 20 40 1.0 1-1/4 35U 3012 2.50 15 30 12 10 20 1-1/2 35U 3014 2.62 1.7 2 35U 3020 ' - 3.12 1 6 ' - 12 1 2.4 Fig. 35HB3 -Hex Bushing Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35HB3010004 1,06 180 360 0.2 35H03010006 - 1.06 - 180 360 0.1 1-1/4x1 3 R%410 1.19 - 90 180 - 0.2 1-1/2x1 35HB3014010 75 150 1-1/2x1-1/4 35HB3014012 1.25 150 0.3 2x1 35HB3020010 1.38 -. 49 -0.6 2 x 1-1/4 35HB3020012 1.38 40 80 . 0.6 2x1-1/2 35HB3020014 1.38 40 - 80 ..6 Fig. 355P3 - Square Head Plug Size in Part N umber U A in Packing Weight lb Inner Master 1/2 35SP3004 0.94 600 - 1200 0.07 - 3/4 35SP3006 112 350 700 0.1 1 35SP3010 1.25 200 400 0.1 1-1/4 - 35SP3012 1.37 100 200 -0-3- 1-112 35SP3014 1.44 80 160 0.4 2 35SP3020 1.50 45 90 1 0.6 113 SMITH-COOPER INTERNA'I'IONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 wwwsmithcoopercom COUS <~> APPROVED LISTED Size n Part Number A in Packing Weight lb Inner J Master 1 1-1/4 1-1/2 2 X3010 35X30 35X3014 35X 3020 1.50 1.75 1.94 2.25 20 12 8 6 40 24 0.9 1.4 16 12 1.8 2.8 Fig. 35X 3— Cross Fig. 35R13 - Reducing Cross Size Part Number A in B in Packing Weight lb Inner Master 1-1/4x1 35R 1.67 1.58 15 30 1.2 1-1/2x1 358X3014010 1.8 5 12 24 1.4 2 x 1 35RX3020010 2.02 1.73 6 2.0 B.. B Fig. 35C 3— Cap Size in Part Number A in Packing Weight lb Inner Master 1/2 3503004 0.87 300 600 0.1 - 3/4 350 3006 0.67 200 400 0 1 1 3503010 1.16 110 220 0.2 1-1/4 3503012 1.28 70 140 0.4 1-1/2 3503014 1.33 50 100 0.5 2 - 35C 3020 1.45 25 50 0.8 2 -1/2 35C 3024 1.70 18 36 1.6 Fig. 35BC3 - Beam Clamp A ,.S1t'41 11 in in Weight lb Inner I Master SMFI'H-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • w'wwsmithcooper.com 114 SPRINKLER HEADS tqco Fire Protection Products Worldwide Contacts I www.tyco-fire.com Model ESFR-25 252 K-factor Pendent Sprinkler Early Suppression, Fast Response General Description TYCO Model ESFR-25 Pendent Sprin- klers are Early Suppression, Fast Response (ESFR) sprinklers having a nominal K-factor of 25.2 (Ref. Figure 1). They are suppression-mode sprinklers that are especially advantageous as a means of eliminating the use of in-rack sprinklers when protecting high-piled storage. The Model ESFR-25 Sprinklers are pri- marily used for ceiling-only sprinkler protection of (but not limited to) the fol- lowing storage applications: most encapsulated or non-encap- sulated common materials including cartoned, unexpanded plastics uncartoned (exposed) expanded plastics in accordance with NFPA 13 and FM Global standards some storage arrangements of rub- ber tires, roll paper, flammable liq- uids, aerosols, and automotive components For more specific criteria, refer to Table A as well as the applicable design standard. The Model ESFR-25 Pendent Sprin- klers provide the system designer with hydraulic and sprinkler place- ment options not presently available to the traditional ESFR sprinklers having nominal K-factors of 14.0 and 16.8. In particular, the Model ESFR-25 Sprin- kler has been designed to operate at substantially lower-end head pres- sures, as compared to ESFR Sprinklers IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 having nominal K-factors of 14.0 and 16.8. This feature offers flexibility when sizing system piping, as well as possi- bly reducing or eliminating the need for a system fire pump. Also, Model ESFR-25 Sprinklers permit use of a maximum deflector-to-ceiling distance of 18 inches (460 mm) versus 14 inches (356 mm). Additionally, a storage arrangement of 40 ft. (12,2 m) with a ceiling height of 45 ft. (13,7 m) does not require in-rack sprinklers as do other ESFR Sprinklers having nominal K-factors of 14.0 and 16.8. The Model ESFR-25 Sprinklers are listed by Underwriters Laboratories (UL) for specific applications with a maximum storage height of 43 ft. (13,1 m) with a maximum ceiling height of 48 ft. (14,6 m) without the requirement for in-rack sprinklers. Refer to the Specific Application Listing (UL) for the design criteria. Applications for the TYCO ESFR Sprin- klers are expanding beyond currently recognized installation standards. For information on research fire tests (e.g., with flammable liquids and aerosols) that may be acceptable to an author- ity having jurisdiction, contact Tyco Fire Protection Products (TFPP) Technical Services. FTOMM The Model ESFR-25 Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association (NFPA), in addition to the standards of any authorities having jurisdiction (e.g., FM Global). Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. In all cases, the appropriate NFPA or FM Global installation standard, or other applicable standard, must be referenced to ensure applicability and to obtain complete installation guide- JULY 2016 lines. The general guidelines in this data sheet are not intended to provide complete installation criteria. Sprinkler Identification Number (SIN) TY9226 TY9226 is a re-designation for Central SIN 9226, Gem SIN G8441, and Star SIN S8010. Technical Data Approvals UL and C-UL Listed FM Approved VdS Approved NYC Approved under MEA 356-01-F LPCB Certified (Cert. Nos. 094b and 0071) CE Certified (Certificate of Conformity 1725-CPD-HOO1 0) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connections 1 Inch NPTor ISO 7-R1 Discharge Coefficient K=25.2 gpm/psi½ (362,9 1pm/bar½) Temperature Ratings 165°F (74°C) and 212°F (100°C) Finish Natural Brass TFP3I2 TFP3I2 Page 2 of 4 7 1'NPT Components: 8 / ' 1-13/16 1 - Frame / 9/16 (46,0 mm) 2 - Deflector (14,3 mm) 3 - Compression 91 NOMINAL Screw MAKE-IN 4-Hook 6 5 - Strut 3-13/16 6 - Link Assembly 5 _______________ (96,8 mm) THERMAL 7 - Button I SENSING 8 - Sealing I ELEMENT Assembly = 9 - Ejection Spring WRENCH FLATS / ' ' I I 2 I I K 1 i I TEMPERATURE RATING - 2 (50,8 mm) —H FIGURE 1 MODEL ESFR-25 PENDENT SPRINKLER, 25.2K EARLY SUPPRESSION, FAST RESPONSE Storage Type NFPA FM Global Open Frame (i.e., no solid shelves) Single, Double, Multiple-Row, or Portable Rack Storage of Refer to NFPA 13 Refer to FM Global Class l-IV and Group A or B Plastics Chapters 16 and 17 2-0 and 8-9 Solid Pile or Palletized Storage of Refer to NFPA 13 Refer to FM Global Class l-IV and Group A or B Plastics Chapters 14 and 15 2-0 and 8-9 Idle Pallet Storage Refer to NFPA 13 Refer to FM Global Chapter 12 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM Global Chapter 18 2-0 and 8-3 Roll Paper Storage Refer to NFPA 13 Refer to FM Global 8-21 (Refer to the Standard) Chapter 19 Flammable/Ignitable Liquid Storage (Refer to the Standard) Refer to NFPA 30 Refer to FM Global 7-29 Aerosol Storage (Refer to the Standard) Refer to NFPA 30B Refer to FM Global 7-31 Automotive Components in Portable Racks Refer to NFPA 13 N/A (Control mode only; refer to the Standard) Chapter 20 N/A - Not Applicable TABLE A MODEL ESFR-25 PENDENT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW TFP3I2 Page 3 of 4 Physical Characteristics Frame .............................Brass Deflector ..........................Bronze Compression Screw ..........Stainless Steel Hook ............................MONEL Strut.............................MONEL Link Assembly................Solder, Nickel Button .............................Brass Sealing Assembly. Beryllium Nickel w/TEFLON Ejection Spring ..................INCONEL Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, activating the sprinkler and flowing water. Design Criteria The following general guidelines pro- vided for the TYCO Model ESFR-25 Pendent Sprinklers can be used for a quick reference. The National Fire Protection Associa- tion (NFPA) and FM Global (FM Approv- als) provide installation standards that must be used to properly design an automatic sprinkler system utilizing Early Suppression, Fast Response (ESFR) Sprinklers. The guidelines pro- vided by NFPA and FM Global may differ. Consequently, the appropri- ate standard must be used for a given installation. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installation guidelines. The following general guidelines are not intended to provide complete installa- tion criteria. In addition to this technical data sheet, the following data sheets describe other TYCO ESFR Sprinklers: TFP315 Model ESFR-17 (TY7226) K=16.8 Pendent Sprinkler TFP316 Model ESFR-17 (TY7126) K=16.8 Upright Sprinkler TFP317 Model ESFR-17 (TY7223) K=16.8 Pendent Sprinkler TFP318 Model ESFR-1 (TY6226) K=14.0 Pendent Sprinkler TFP319 Model ESFR-14 (1Y6236) K=14.0 Pendent Sprinkler System Type Wet Pipe Roof Construction Unobstructed or obstructed con- struction (e.g., smooth ceiling, bar joists, beam and girder, and so forth). Where the depths of the solid struc- tural members (e.g., beams and stem) exceed 12 inches (302 mm), install ESFR Sprinklers in each channel formed by the structural members. Ceiling Slope Maximum 2 inch rise for 12 inch run (16.7%) Maximum Coverage Area 100 ft2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Coverage Area 64 ft2 (5,8 m2) per NFPA 13 / FM Global 2-0 Maximum Spacing 12 feet (3,7 m) for building heights up to 30 feet (9,1 m) 10 feet (3,1 m) for building heights greater than 30 feet (9,1 m). In some cases, installation standards permit a greater spacing. Minimum Spacing 8 feet (2,4 m) Minimum Clearance to Commodity 36 inches (914 mm) NFPA Deflector-to-Ceiling Distance 6 to 18 inches (152 to 457 mm) FM Global Centerline of Thermal Sensing Element-to-Ceiling Distance Refer to FM Global 2-0 for Storage Sprinklers. Specific Application Listing (UL) TYCO Model ESFR-25 Pendent Sprin- klers are listed by Underwriters Labo- ratories (UL) for Specific Applications with a ceiling height greater than 45 ft. (13,7 m) up to and includ- ing 48 ft. (14,6 m), and a storage arrangement up to and including 43 ft. (13,1 m), the following guide- line are provided for the TYCO Model ESFR-25 Pendent Sprinklers: Sprinkler Position Pendent: Frame arms aligned with pipe Deflectors parallel with ceiling or roof System Type Wet Pipe only Maximum Area of Coverage 100 ft2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Area of Coverage 64 ft2 (5,8 m2) according to NFPA 13 Maximum Slope Ceiling 2 inch rise for 12 inch run (16.7%) Maximum Spacing 10 feet (3,1 m) In some cases, the installation stan- dards permit a greater spacing. Minimum Spacing 8 feet (2,4m) Temperature Rating 165°F (74°C) and 212°F (100°C) Deflector Distance from Walls Minimum of 4 inches (102 mm) from walls but no more than 1/2 the allow- able distance permitted between sprinklers Deflector to Top of Storage Minimum of 36 inches (914 mm) Deflector-to-Ceiling Distance 6 to 14 inches (152 to 356 mm) Maximum Ceiling Height 48 feet (14,6 m) Maximum Storage Height 43 feet (13,1 m) Storage Arrangement Palletized, solid piled, open frame, single row, or double row Commodity Class I-IV; Cartoned, unexpanded plastic Sprinkler System Design NFPA 13 for ESFR Sprinklers based upon 45 psi (3,1 bar) design pressure, 169 gpm (640 1pm) with 12 sprinkler remote area Minimum Aisle Width 5 feet (1,5 m) TFP3I2 Page 4 of 4 FITTING SIDE TOWARDS SPRINKLER FITTING WRI RE( FIGURE 2 W-TYPE I SPRINKLER WRENCH Installation TYCO Model ESFR-25 Early Suppres- sion, Fast Response 25.2K Pendent Sprinklers must be installed in accor- dance with this section. General Instructions Damage to the fusible Link Assem- bly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible Link Assembly), and by using the appropriate sprinkler wrench. Failure to do so can lead to an unstable link assembly and premature activation of the sprinkler. Damaged sprinklers must be replaced. A leak-tight 1 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 20 to 30 lbs.-ft. (26,8 to 40,2 Nm). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Note: Install the Model ESFR-25 Pendent Sprinkler in the pendent posi- tion (Ref. Figure 2). Step 1. With pipe thread sealant applied, hand-tighten the sprinkler into the sprinkler fitting. Do not apply pres- sure to the Link Assembly, and handle the Model ESFR-25 Pendent Sprinkler only by the Frame arms. Step 2. Wrench-tighten the Model ESFR-25 Pendent Sprinkler using only the W-Type 1 Sprinkler Wrench (Ref. Figure 2) and by fully engaging (seating) the wrench on the sprinkler wrench flats (Ref. Figure 1). Step 4. After installation, inspect the Link Assembly of each Model ESFR-25 Pendent Sprinkler for damage. In par- ticular, verify that the Link Assembly and Hook are positioned as illustrated in Figure 1, and that the Link Assem- bly is not bent, creased, or forced out of normal position in any way. Replace damaged sprinklers. Care and Maintenance TYCO Model ESFR-25 Early Suppres- sion, Fast Response 25.2K Pendent Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Model ESFR-25 Early Sup- pression, Fast Response 25.2K Pendent Sprinklers (TY9226), (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F (74°c)..................58-441-1-165 212°F (100°C) .................58-441-1-214 Special Order Sprinkler Assemblies with ISO 7-1 Thread Connection Specify: Model ESFR-25, Early Sup- pression, Fast Response 25.2K Pendent Sprinklers (TY9226) with ISO 7-1 thread connection, (specify temperature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-442-1 -165 212°F (100°C) .................58-442-1-214 Sprinkler Wrench Specify: W-Type 1 Sprinkler Wrench, P/N 56-872-1-025 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tqca MONEL and INCONEL are trademark of Special Metals Corporation. Fire Protection Products TEFLON is trademark of DuPont Corporation. QUICK RESPONSE A U TOMA TI C SPRINKLERS GL SERIES UPRIGHT ° PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable stan- dards. It offers the additional feature of greatly increased safe- ty to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuat- ing assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is ab- sorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distrib- uted in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) Water Working Pressure Rating -175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) 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 size (T LJ QUICK RESPONSE UPRIGHT CONVENTIONAL QUICK RESPONSE PENDENT VERTICAL SIDEWALL QUICK RESPONSE HORIZONTAL LPC/CE SIDEWALL HORIZONTAL SIDEWALL oSPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER I BULB COLOR I N.F.P.A. MAXIMUM I I TEMPERATURES I CEILING TEMPERATURE ORDINARY 135'F/1 55°F 57°C/68°C ORANGE/RED 100°F 38°C 1 INTERMEDIATE 175°F/200°F 79'C193°C YELLOW/GREEN 150°F 66°C I HIGH 286°F 141°C BLUE 225°F 107°C APR 2017 GFS-100a (Formerly A-20) QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (40 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) 4.2 (60 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Factory Bronze 5.6 (80 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Chrome White Polyester' 8.0 (115 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Black Polyester 2.1 8.0 (115 metric) 3/4"NPT (20mm) 27/16" (6.2cm) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16. 2FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS TEMPERATURE STYLE SIN MODEL K FACTOR HAZARD cULus FM LPC CE NYC-DOB MEA 101-92-E 135°F --- 155°F 175°F 200°F 286°F (57°C) (68°C) (79°C) (93°C) (141°C) GL2815 2.8 LH X X X X X X X GL4215 4.2 LH X X X X X X X E!PRIGHD GL5615 5.6 LH/OH X X X X X X X X X X GL8115 8.0* LH/OH X X X X X X X L8110 1 C..H/OH) X 0 X 1 0 X X X X X X GL2801 2.8 LH X X X X X X X GL4201 4.2 LH X X X X X X - FNDEN1 GL5601 5.6 LH/OH X X X X X X X X X X GL81O1 8.0* LH/OH X X X X X X - . H/OH) X X X X X X -X X X VERTICAL GL5632 5.6 LH X X X X X X X -- -- SIDEWALLt GL8133 8.0 LH X X X X X X -- GL2826 2.8 LH X X X X X X - GL4226 4.2 LH X X X X X X -X X N HORIZONTAL GL5626 5.6 LH/OH X X X X X X X X SIDEWALL GL5627 5.6 LH/OH X X X X X -- --- X -X X GL8127 8.0 LH/OH X X X X X X --- CONVENTIONAL GL5624 5.6 LH/OH X X X X X --- --- X X (OLD STYLE) GL8125 8.0 LH/OH X X X X X --- --- X X 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4 TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. DINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. fUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD °112" NPT ORDERING INFORMATION GLOBE® PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured Quantity . Model Number S Style Orifice products found to be defective in material or workmanship for a Thread Size • Temperature Finishes desired period of one year from date of shipment. Quantity - Wrenches - P/N 325390 (1/2"); For specific details of our warranty please refer to Price List PIN 312366 (L.O.) Terms and Conditions of Sale (Our Price List). AVICIV ,,.baw. FIRE SPRINKLER CORPORATION APR 2017 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkIer.com PRINTED U.S.A. GFS-l0oa (Formerly A-20) HANGER & BRACES COMPONENTS I r Not less than 2" nominal width Wood Floonng Product Features (1.1/2"l No pre-drilling required. Not less (depth orL J;: Quick to install using the Sammy Nut Driver with an 18V cordless 4'Ithickness Wood aves time from traditional Double Sheefrock Ceiling methods. Reduces installation cost - Made in the U.S.A. _ to6 t~1J 1I!lggIg aj1lEiD 11U3 fkdl11J lkk1lL) ril 1/4 8002957 GST 100 1/401 25 670 - 1/4 8003957 GST 200 1/4 x 2" 1760 (Fir) 25 1/4" 8004957 GST 300 1/4x3" 2060 (Fir) - 25 - 3/8" 8006957 GST.75 1/4x3/4" 564 (3/4 Ply) 25 - 3/8 8007957 GST 10 1/40 • 210 (7/16"OSB) 300 25 3/8' 8008957 GST 20 1/4 x 2" 1760 (Fir) 850 1475 25 3/8' 8068925 GST 20-SS 1/4x2" 1760 (Fir) 850 25 3/8" 8009925 GST 25-380 3/8x2-1/2" 2113 (Fir) 1500 25 3/8" 8010957 GST 30 1/4x3" 2060 (Fir) 1500 1475 25 3/8" 8069925 GST 30-SS 1/4x3" 2060 (Fir) 25 3/8" 8011925 GST40 1/4x4" 2180 (Fir) 25 3/8" 8012925 GST 60 1/4x 6" 2230 (Fir) 25 1/2" 8013925 GST2 1/402" 1760 (Fir) 25 1/2" 8014925 GST 2.5-380 3/8 x 2-1/2" 2113 (Fir) 25 1/2" 8015925 GST3 1/4x3" 2275 (Fir) 25 1/2" 8016925 GST4 1/4x4" 2180 (Fir) 25 1/2" 8017925 GST6 1/4x6" 2230 (Fir) 25 125 125 125 125 II 125 ::: 12.5 - #14 Black 1 Nut Driver 125 , Part #8113910 125 - 125 - 125 125 IF' 125 125 125 #14SWRed Nut Driver Part # 8114910 Product Features I " " I Eliminates distortion of threaded rod. • Saves time from traditional methods. Accommodates up to 3 W' x 12 pitch roof. Reduces installation cost. I Allows 17" deflection from vertical. • Made in the U.S.A. I 'I - LQD ••. -. 4€" 3/8" 8139957 SH-GST20 1/4x2" 1257 (Fir) 1050 1475 25 125 125 #14 3/8" 8141957 SH-GST30 1/4x3" 1720 (Fir) 1500 1475 25 125 Black Nut Driver SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed With a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into Part #8113910 contact with the material you are installing into, continue drilling until nut dver spins tree. Installation is then complete. Warranty requires the use of the appropnate nut driver for installations. 0 MOZOINUIN V (rR Not less than 2" nominal width - Product Features ' (1 -1/2") up to 3-1i2' pipe; not less than No pie-drilling required. 3" (2-1i2) nominal width 4 & 5" pipe A ft I A Floor Joist Quick to install using the Sammy Minimum 2-11? from bottom for branch lines. Minimum? from Nut Driver with an 18V cordless bottom for main Ones. Exception: This drill/driver. requirement shall not apply to? or thicker nailing ships resting on top of I, steel beams. Saves time from traditional methods. Reduces installation cost. Made in the U.S.A. - = 6151 em StIalt QD •• ®•• - 1/4 8018957 SWG 100 1/4x1' - 622 (F) 25 125 114 8019957 SWG 200 1/4x2" 1725 (Fir) 25 125 - 318 - 8020957 SWG 10 1/4 x1" 622 (Fir) 300 25 125 - 318' 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 I 318' 8073925 SWG 20-SS 1/4 x 2" 1725 (Fir) 850 25 125 #14SWRed - 3/8" 8022925 SWG 25-380 3/8x2-1/2" 2249 (Fir) 1500 25 125 Nut Driver 3/8" 8023925 SWG 30 1/4 x 3" 1884 (Fir) 25 125 - Part#8114910 - - INSTALLATION STEPS - ! jXiNLINTO WOOD & STEEL: 1 IINSTALLATION STEPS .09U2EM INTO WOOD & STEEL Insert the appropriate nut driver into a 3/8" or 112"portab!e drill Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. Push the face of the nut driver tight to the member When the nut driver spins freety on the SAMMYS, stop drill and remove. The SAMMYS is now ready to receive 1/4", 3/8' 1/2" or metric all thread rod, bolt stock. (The 1/2" requires the #I4SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlln steel. M mro-wTT'. __ Insert the appropriate nut driver into a 3/8" or 1(2" portable drill. Insert the SAMMYS into the #I4SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. When the nut driver spins free on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4", 3/8" or metric all thread rod or bolt stock Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlln steel. lo"; ~r_*UT 948 In SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique Spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, contnue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. Upper Attachments Fig. 58 - Threaded Side Beam Bracket Size Range: /81-16 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 /" 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. 2.1/4 x 2" Lag Bolts (No Pre-Drilling Up (04" (100mm) pipe ®TOLCO .cus Per NFPA 1-3/n' or'/z" Lag Bolts J) Up to 4" (100mm) pipe 2- #16 x I . Drive Screws . 1/2" (15mm) -4" (100mm) pipe E U I Pipe Size Qty UL Listed Fastener Table Fastener Type Material 2" 2 #16 x 2" Drive screws Wood 2" 1 /t" 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" x 2" Lag bolts ** Wood 4" 2 1/4" x 1" Tek screws Metal (15 gauge) 4" 2 1/4" x 1" Tek screws Metal (16 gauge) ** No pre-drilling Larger pipe sizes can be hung with reduced spacing 2-#14x1" Tek Type Screws Into Mm. 16 Gauge Steel Up 1o4" (100mm) pipe Bolt & Hex Nut Up to 4" (100mm) pipe Part No. Pipe Size Rod A B C Approx. WtJ100 in. (mm) Size in. (mm) in. (mm( in. (mm) Lbs. (kg) 58 1/2" -4" 115-1001 /811-16 2/4" (69.8) 11/2" (38.1) 11/8" 128.6) 14 (6.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 85 B-Line by Threaded Accessories B3205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) ®TOLCo B32051 - Threaded Rod (right & left hand threads) Size Range: I8'-16 thru 3-4 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 399°C) Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Standard Design Load Thread Size Thread Length IL 650°F (343°C) 750°F (399°C) Part No. A in. (mm) Lbs. (kN) Lbs. (kN) B3205-3/8 x /8'-16 21/2 (63.5) 730 (3.25) 572 12.541 B3205-1I2x h/2°_13 21/2' 163.51 1350 (6.00) 1057 (4.70) B3205-518x /8'-11 21/2' 163.51 2160 (9.61) 1692 17.521 B3205-3/4 x /4"-10 3" (76.2) 3230 (14.37) 2530 111.251 B3205-1/8 x /8"-9 31/2' (88.9) 4480 (19.93) 3508 (15.60) For larger sizes consult full line pipe hanger catalog ATR - All Threaded Rod - 120" (3.05m) Lengths (TOLCO Fig. 100) Fig. 99 - All Threaded Rod Cut To Length Size Range: 3/8'-16 thru 11/2"-6 rod in 120" lengths or cut to length Material: Steel Maximum Temperature: 750°F 399°C) Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Part No. - Size x Length AIR Fig. 99 Threads Per Inch Recommended Load Lbs. (kN) Approx. Wt.I100 Ft. Lbs. (kg) AIR 1/4'S x 120 99-/4" x length 20 240 (1.07) 12 (5.44) AIR /e" x 120 99-/8" x length 16 730 (3.24) 29 113.151 AIR /2" x 120 99-1I2" x length 13 1350 16.001 53 (24.04) AIR /8" x 120 995/" x length 11 2160 (9.60) 89 (40.37) AIR 3/4" x 120 993/4" x length 10 3230 (14.37) 123 (55.79) AIR /8" x 120 99 1/8" x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. S is. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Revised 4/28/2014 94 Fire Protection Solutions I' Fig. 200-1 to 200-2 Fig. 200 I Fig. 200_21/2 to 200-8 Fig. 200S Pipe Hangers Fig. 200 - "Trimline" Adjustable Band Hanger (B-Line Fig. B317ONF) ®TDLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig. B317ONFF) C us Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (B-Line Fig. B317ONFC) USTED Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut FM Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications \MN-H-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. Fig. 200C Fig. 200F Part No. Pipe Size in. (mm) Rod Size in. A (mm) in. B (mm) Approx. Wt./100 lbs. (kg) 200-1/z 1/2" (15) /8"-16 31/8' (19.4) 2/8" (66.7) 11 (5.0) 200-/4 3/4" (20) /811-16 31/8 (79.4) 21/2" (63.5) 11 (5.0) 200-1 1" (25) /8"-16 3/8" (85.7) 2/8" (66.7) 12 (5.5) 200_1114 11/4" (32) /8'-16 33/4 (94.0) 2/8" (13.0) 13 (5.9) 200-11I2 11/2' (40) /e"-16 3/8" (98.4) 2/8" (73.0) 14 16.41 200-2 (50) /8"-16 41/2' (114.3) (16.3) 15 (6.9) 200-21 /2 21/2" (65) 3/a"-16 5/8" (142.9) 41/8" 1104.71 27 (12.3) 200-3 3" (75) /811-16 5/8' 1149.11 4" (101.6) 29 (13.3) 200-31I2 31/2" (90) /8"-16 7f8" 1181.31 51/4" (133.3) 34 (15.6) 200-4 4" (100) /8"-16 7/8" (187.3) 5" (127.0) 35 (16.0) 200-5 5" (125) 1/2"..13 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200-6 6' (150) 1/2"..13 101/8" (257.2) 6/4' (171.4) 73 (33.4) 200-8 8' (200) 1/2'13 131/8" (333.4) 8/4" (222.2) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 21 B-Line by U.0totl