Loading...
HomeMy WebLinkAbout2501 STATE ST; ; FPR2022-0013J1 :1 I 111Is] I (City of Carlsbad Print Date: 07/26/2024 Job Address: 2501 STATE ST, CARLSBAD, CA 92008-1624 Permit Type: FIRE-Construction Residential Work Class: Parcel U: 1552001000 Track U: Valuation: $0.00 Lot U: Occupancy Group: Project U: DEV15087 #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Permit No: FPR2022-0013 Applied: 07/19/2022 Issued: 09/13/2022 Finaled Close Out: 04/17/2024 Final Inspection: INSPECTOR: Salcedo, Felix Cheung, Nathaniel Status: Closed - Finaled Multifamily Fire Sprinklei Project Title: OCEAN CONDOS Description: OCEAN 17- DIGITAL SUBMITTAL FOR REVISIONS TO NEW NFPA 13 SPRINKLERS (NEW CONSTRUCTION, 4 STORIES, 17 CONDO! 4 RISERS, 289 HEADS) (ORIGINAL SUBMITTAL WAS HARD COPIES, REVISIONS ARE DIGITAL) Applicant: FPContractor: WORLD FIRE PROTECTION INC WORLD FIRE PROTECTION INC BLAKE CHAPMAN 41905 BOARDWALK, U STE B P0 BOX 371345 PALM DESERT, CA 92211-9091 LAS VEGAS, NV 89137-1345 (760) 565-6030 (760) 565-6030 FEE AMOUNT FIRE Hourly Services (first hour) $200.00 FIRE Hourly Services (first hour) $200.00 FIRE NFPA 13 System> 100 heads (each add'l Riser) $522.00 FIRE NFPA 13 System> 100 heads (includes 1 riser) $944.00 FIRE Plan Review (per hr - Regular Office Hours) $160.00 Total Fees: $2,026.00 Total Payments To Date: $2,026.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov R No. 199.0 is 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: Ocean 17 SR#: N/A (Assigned upon plan submittal) PROJECT ADDRESS: 2501 State St CITY: Carlsbad PHONE:(760) 803-7280 FAX NUMBER: ( Largest Building (ft.2): 57,125 Sprinkled? Y Construction Type: VA / 1A 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): State Street at Laguna Drive Flow Test Results Static pressure: 88 PSI Hydrant Number (if applicable): H62204 & H62258 Elevation of test: 38 Feet Main Size: 8 INCH Pressure Zone: 241 Feet D.!/Timeof Test: 1 PitotTubeReading: PSIi Corresponding Flow:________________ Total Flow: 4,250(split)GPM Residual Pressure99 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge at 20 psi of 6,200 gpm. Based on the building square footage and construction type, the required fire flow is no more than 4,250 gpm for 3 hours, before any reduction is applied for sprinklers. This flow was split evenly between the two hydrants identified. Note that the City uses the bottom water level of the tank or pressure reducing valve serving a zone to establish static pressures. Therefore, in some instances, the static pressure may be higher than the residual pressure. 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: x Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:__________________________________________ 1/ Title/Org: _Ct Manager Date: 05/17/2022 I N. ( ZONE I Legend w Hydrant -241 \ liii 1 Flow Thst H62258 N, \ - - ---- ---b4 GUN OR 10 10" NIN a-.--- -- 'N / - \ N \ N '\ 7 Fire Flow Test V _______// H62204 •' Project : Site N CN 16 - N \ <rx \\ V\ L #199.0 Ocean 17 Project (2501 State St) - Fire Flow Analysis DATE: August 22, 2022 TO: Whom it May Concern PROJECT: Oceans 17 PROJECT No.: 19-339 HTK STRUCTURAL ENGINEERS, LLP 14280 DalielE3, Stet • 3iit ,'20() Fcw. CAi2O84-819 RFI 858) 679-8988 • WNW. -TKSE.CCM • ax 85B"- 9 8959 Please let it be known that the fire sprinkler plans attached for the project at 2501 State Street in Carlsbad CA have been reviewed and are in full compliance with the building code. The loads at the point of connection on the ceiling by the sprinkler system design are in full compliance. Thanks, Katie From: Ben Seibel Copies to: File Page 1 Hydraulic Calculations for Project Name: OCEAN Location: 2501 STATE STREET, CARLSBAD, CA, Drawing Name: 22-457 GARAGE.cad Design Remote Area Number: G-1 Calculation Date: 7/11/2022 Occupancy Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: Ordinary Group I 0.l5gpm/ft2 1500ft2 (Actual 1637.4ft2) 324ft2 Upright 8 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 10 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 665.06 @ 75.68 Type of System: WET Volume of Dry or PreAction System: N/A Allowance at Source Hydrant (Safety Margin = 17.20 psi) Name of Contractor: WORLD FIRE PROTECTION Address: 41905 BOARDWALK SUITE B, PALM DESERT, CA 92211 Phone Number: 760-565-6030 Name of designer: _Travis Mack, SET, CWBSP, CFPS, RP Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A © M.E.P.CAD, Inc. AutoSPRlNK 2019 05.1.25.0 G-1 7/11/202211 :36:27AM Page 1 0 40 Job Name: OCEAN Remote Area Number: G-1 100- 30 20 10 910 80 70 60 -Static Pressure 93.00 425000 § 89.00 I [uPPi Available 6 Node: Supply Water Summary 1 65.06 @ 75.68 System demand curve ....1LLI.I.I.I.L.1.IIIIIII! !IlIIII 111111111 IIIIlI!I 11111111 11111 III II I I I I I I I I I I I I I Hydraulic Graph N 1.85 Date: 7/11/2022 3400 5100 4250 5950 Flow - gpm 6800 7650 8500 k,@ M.E.P.CAD, Inc. Oil AutoSPRINK 2019 05.1.25.0 7/11/2022 11:36:29AM Page 2 9C 8C 7C 60 CL 30 20 10 Job Name: OCEAN Remote Area Number: G-1 100- Available Supply -Static Pressure 93.00 5008900 Summary Sheet 415.06 65.47 System demand curve IIIIJIlI IIIIIIII 1111111 ii II I III II I II II I I Hydraulic Graph N 1.85 Date: 7/11/2022 3400 5100 4250 5950 Flow - gpm 6800 7650 8500 ©M.E.P.CAD,Inc. Vfl AutoSPRlNK2019v15.1.25.0 7/11/2022 11:36:29AM Page Job Name: OCEAN Remote Area Number: G-1 Date: 7/11/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 93.00 89.00 4250.00 97 2.8 665.06 75.68 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -3-0' Supply 75.68 665.06 10 2-0" Hydrant 73.27 250.00 222 8-6" Sprinkler 26.09 57.21 223 8-6" Sprinkler 24.72 55.69 224 8-6" Sprinkler 21.18 51.54 225 8-6" Sprinkler 20.76 51.03 226 8-6' Sprinkler 20.70 50.96 1103 8-6" Sprinkler 19.99 50.07 1105 8-6" Sprinkler 19.59 49.57 1107 8-6" Sprinkler 19.14 49.00 2 -3-0" 75.28 3 -3-0' 68.87 4 -3-0' 68.74 5 -3-0" 68.50 6 4-0" 68.32 7 -3-0" 68.21 8 -3-0" 75.62 9 4-0" 75.48 11 -4-0" 68.63 (,© M.E.P.CAD, Inc. AutoSPRINK 2019 v15. 1.25. 7/11/2022 11:36:32AM Page 4 Job Name: OCEAN Remote Area Number: C-i Date: 7/11/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 13 2-10" Gauge 65.47 14 8-6 58.75 197 8-6 27.37 198 8-6' 25.94 199 8-6" 24.89 200 8-6" 24.40 201 8-6" 24.31 436 1-0" 66.33 (,© M.E.P.CAD, Inc. ' AutoSPRINK 2019 v15.1.25. 7/11/2022 11:36:32AM Page 5 Job Name: OCEAN Remote Area Number: G-1 Date: 7/11/2022 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) 1107 8-6" 11.2 49.00 1% (See Notes) 20-3W 120 19.14 Route Sprinkler, LtE(2'-51/2'.) 2'-5Y2" 0.068508 226 8-6' 49.00 1.6820 22-9' 1.56 226 8-6" 11.2 50.96 1% (See 4'2" 120 20.70 Sprinkler, P0(9-li") 3.61 Notes) 0.256173 201 8-6' 99.96 1.6820 14-1 201 8-6" 3 9-8" 120 24.31 0.01 0208 200 8-6" 99.96 3.2600 9-8' 0.10 200 8-6" 100.59 3 13-3' 120 24.40 _______ Flow (q) from Route 2 0.037017 199 8-6' 200.55 3.2600 13-3' 0.49 199 8-6' 101.61 3 13-3" 120 24.89 ______ Flow (q) from Route 3 0.079019 198 8-6' 302.16 3.2600 13-3" 1.05 198 8-6" 55.69 3 13-3" 120 25.94 Flow (q) from Route 4 0.108051 197 8-6' 357.85 3.2600 13-3" 1.43 197 8-6" 57.21 3 (See Notes) 17241/2 120 27.37 Flow (q) from Route 5 2fT(17'-5W), 2fE(6'-8W) 48-4W 0.142161 -0.00 14 8-6" 415.06 3.2600 220-9" 31.38 14 8-6" 4 (See Notes) 6'-6" 120 58.75 2CV(28'-l11/2"), BV(16-91/2"), fE (8-111/2"), fT(21'-1"), BOR 103-9" 0.038630 2.46 13 2-10" 415.06 4.2600 110-3" 4.26 13 2-10" 4 1-10" 120 65.47 0.038630 0.79 436 1-0" 415.06 4.2600 1-10" 0.07 436 1-0" 6 (See Notes) 5,-a,, 120 66.33 E(17'-7") 17-7" 0.005499 2.17 11 -4-0" 415.06 6.3570 22'-7" 0.12 11 -4-0" 6 4-OW 140 68.63 0.004388 -0.43 7 4-0" 415.06 6.2800 4O1/2 0.02 ,,© M.E.P.CAD, Inc. ill AutoSPRINK 2019 v1 5.1.25.0 G-1 7/11/2022 11:36:34AM Page 6 Job Name: OCEAN Remote Area Number: G-1 Date: 7/11/2022 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) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 7 4-0" 6 (See Notes) 2'0" 120 68.21 E(16'-7") 16-7' 0.005836 6 -3-0" 415.06 6.2800 18-7" 0.11 6 4-0" 6 (See Notes) 29'-3W 140 68.32 EE(11'-OW) u-ow 0.004388 5 4-0" 415.06 6.2800 40-4" 0.18 5 -3-0" 6 (See Notes) 33'-/2" 120 68.50 EE(8'-31/2') 8-31/2" 0.005836 4 4-0" 415.06 6.2800 41-7" 0.24 4 4-0" 6 (See 8'-4" 140 68.74 E(22'-l") 0.13 Notes) 0.004388 3 -3-0" 415.06 6.2800 30-4W 3 40" 6 (See Notes) 12'0" 120 68.87 fT(31'-5"), BFP(-6.00), fE(12'-7 '), E(17'-7") 61-71/2" 0.005499 2 -3-0" 415.06 6.3570 73-71/2" 6.40 2 -3-0" 6 (See Notes) 43'6W 140 75.28 5, T(47'-3W') 47' 31/fl 0.004388 1 -3-0" 415.06 6.2800 90-9W 0.40 0.00 75.68 Hose Allowance At Source Total(Pt) Route 1 1 665.06 1105 8-6" 11.2 49.57 1V2 (See Notes) 16-81/2" 120 19.59 Route ..... Sprinkler 0.069984 225 8-6" 49.57 1.6820 16-8W 1.17 225 8-6" 11.2 51.03 uv2 (See Notes) 4'2" 120 20.76 Sprinkler, PQ(9'll") 0.259201 F200 8-6" 100.59 1.6820 14-1" 3.65 24.40 Total(Pt) Route 2 1103 8-6" 11.2 50.07 i1,'2 (See Notes) 16-81/2" 120 19.99 Route ..... Sprinkler 0.071304 224 8-6" 50.07 1.6820 16-8W 1.19 0 M.E.P.CAD, Inc. ill AutoSPRINK 2019 05.1.25.0 G-1 7/11/2022 11:36:34AM Page 7 Job Name: OCEAN Remote Area Number: G-1 Date: 7/11/2022 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) 224 8-6" 11.2 51.54 1'/2 (See Notes) J 4-2" 120 21.18 Sprinkler, P0(9-il") 91-111, 0.264080 199 8-6" 101.61 1.6820 I 14-1 ' 3.72 24.89 Total(Pt) Route 3 223 8'-6" 11.2 55.69 11/2 (See Notes) 4'-2" 120 24.72 Route ..... Sprinkler, Pop.-ii..) . 91-111, 0.086796 198 8-6" 55.69 1.6820 14-1" 1.22 25.94 Total(Pt) Route 4 222 8'-6" 11.2 57.21 1Y2 (See Notes) 4'-2" 120 26.09 .Route 5 ..... Sprinkler, P0(9-11") 9-11" 0.091234 197 8'-6" 57.21 1.6820 14-1" 1.28 27.37 Total(Pt) Route 5 10 2-0" 250.00 6 (See Notes) 5-0" 120 73.27 Route 6 ..... Hydrant, E(17'-7") 17-7" 0.002153 2.17 9 -3-0" 250.00 6.3570 22-7" 0.05 9 -3-0" 6 (See Notes) 3621/2" 140 75.48 T(47'-3W) 47' 31/fl 0.001718 8 4-0" 250.00 6.2800 83-6" 0.14 8 -3-0" 8 (See Notes) 120-8" 140 75.62 Water Supply 0.000419 -3-0" 250.00 8.3900 120-8" 0.05 75.68 Total(Pt) Route 6 (e& © M.E.P.CAD, Inc. jV11 AutoSPRINK 2019 05.1.25.0 G-1 7/11/2022 11:36:34AM Pages Job Name: OCEAN Remote Area Number: C-i Date: 7/11/2022 lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier I Actual Inside Diameter 4.87 Value Of 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 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111h° 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 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 Pry 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 (, 0 M.E.P.CAD, Inc. L011 AutoSPRINK 2019 05.1.25.0 G-1 7/11/2022 11:36:34AM Page 9 Hydraulic Calculations for Project Name: OCEAN Location: 2501 STATE STREET, CARLSBAD, CA, Drawing Name: 22-457 GARAGE.cad Design Remote Area Number: G-2 Occupancy Classification: Ordinary Group I Density 0. l5gpm/ft2 Area of Application: 1500ft2 (Actual 1621 .8ft2) Coverage per Sprinkler: 120ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 22 No. of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 10 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 691.22 @ 65.35 Type of System: WET Volume of Dry or PreAction System: N/A Calculation Date: 7/11/2022 Allowance at Source Hydrant (Safety Margin = 27.51 psi) Name of Contractor: WORLD FIRE PROTECTION Address: 41905 BOARDWALK SUITE B, PALM DESERT, CA 92211 Phone Number: 760-565-6030 Name of designer: _Travis Mack, SET, CWBSP, CFPS, RN Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A © M.E.P.CAD, Inc. 11 AutoSPRINK 2019 v15.1.25.0 G-2 7/11/202211:38: 11 AM Page 1 5C In Job Name: OCEAN Remote Area Number: G-2 100- 4C 3C3C 2C 1 9C BC 7C 6C I I Available Supply -Static Pressure 93.00 25000(8900____Node: Water Supply Summary Sheet I 691.22 @ 65.35 S stem demand curve _.11i.l.LJ.J.IIlIIIIIIIIIIiIIII IIIIIIII 11111111 IiI III 11111 III I liii I I I I I Hydraulic Graph N 1.85 Date: 7/11/2022 3400 5100 4250 5950 Flow - gpm 6800 7650 8500 ,© M.E.P.CAD, Inc. ffi AutoSPRINK 2019 v15.1.25.0 7/11/2022 11:38:13AM Page 2 Hydraulic Graph Job Name: OCEAN N 1.85 Remote Area Number: G-2 Date: 7/11/2022 100- I BOR Available Supply Static Pressure 93.00 Summary Sheet 441.22 c 92.86- 90- 250 00 @ 8900- 80- 70- 60- U) 441.22 @ 54.95 50- 40_- 30 3 stem emandcL.rve 20- 10- 0-.l.I.1..I.1.!IIIIIIiCCIIICICII IlIllIlli IlilCilil CCCIII II I 111111 11111 III II I I I I 0850 1700 2550 3400 4250 5100 5950 6800 7650 8500 Flow - gpm (//,-©M.E.P.CAD,Inc. W AutoSPRlNK2O19v15.1.25.0 7/11/2022 11:38:13AM Page Job Name: OCEAN Remote Area Number: G-2 Date: 7/11/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 93.00 89.00 4250.00 92.86 691.22 65.35 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -3-0' Supply 65.35 691.22 10 2-0' Hydrant 62.94 250.00 1001 8-6' Sprinkler 17.05 23.12 1002 8-71/2" Sprinkler 14.98 21.67 1003 8-6' Sprinkler 15.55 22.08 1004 8-6' Sprinkler 12.78 20.02 1005 8-6' Sprinkler 15.37 21.96 1006 8-71/2" Sprinkler 11.28 18.81 1007 8-6" Sprinkler 12.32 19.66 1008 8-6" Sprinkler 13.99 20.95 1009 8-6" Sprinkler 12.25 . 19.60 1010 8-61/2" Sprinkler 12.78 20.02 1011 8-6" Sprinkler 13.83 20.82 1012 8-7' Sprinkler 12.39 19.71 1013 8-6W Sprinkler 11.61 19.08 1014 8-71/2" Sprinkler 12.30 19.64 1015 8-7" Sprinkler 11.17 18.72 1016 8-61/2" Sprinkler 10.33 18.00 1017 8-71/2" Sprinkler 11.09 18.65 L&,© M.E.P.CAD, Inc. AutoSPRlNK 2019 v15.1.25. 7/11/2022 11:38:16AM Page 4 Job Name: OCEAN Remote Area Number: G-2 Date: 7/11/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1018 8-6 Sprinkler 13.19 20.34 1019 8-6' Sprinkler 13.03 20.22 1020 8-6W Sprinkler 11.92 19.33 1021 8-6" Sprinkler 12.28 19.62 1022 8-71/2" Sprinkler 11.77 19.21 2 -3-0" 64.90 3 4-0" 58.45 4 -3-0" 58.30 5 -3-0' 58.03 6 -3-0' 57.83 7 -3-0' 57.71 8 4-0' 65.30 9 4-0" 65.16 11 4-0' 58.12 13 2-10" Gauge 54.95 14 8-6" 47.72 15 8-6' 18.23 16 8-6' 16.69 17 8-6' 17.01 18 8-6" 15.65 19 8-6" 12.59 20 8-6' 15.00 22 8-6" 14.53 &© M.E.P.CAD, Inc. ffl AutoSPRINK 2019 v15.1.25. 7/11/2022 11:38:16AM Page 5 Job Name: OCEAN Remote Area Number: G-2 Date: 7/11/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 24 8-6" 14.27 25 8-61/2" 11.44 27 8-6" 14.14 28 8-6' 14.12 29 8-6' 12.45 436 1-0" 55.82 (&©M.E.P.CAD, Inc. @1 AutoSPRINK2019v15.1.25. 7/11/2022 11:38:16AM Page 6 Job Name: OCEAN Remote Area Number: G-2 Date: 7/11/2022 Pipe Information Node 1 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(Pf) 1016 8-6W 5.6 18.00 i (See Notes) 5-4" 120 10.33 Route I P0(5-0") 5-0" 0.107085 Sprinkler, 25 8-6W 18.00 1.0490 10-4" 1.11 25 8-6%" 37.37 1% 2-0" 120 11.44 _______ Flow (q) from Route 2 0.085883 0.01 1013 8-6W 55.37 1.6820 0.17 1013 8-61/2" 5.6 __ 19.08 1% (See Notes) 7-10" 120 11.61 Sprinkler, P0(9-11") 9-11" 0.148543 0.02 24 8'-6" 74.45 1.6820 17-9" 2.63 24 8'-6" 98.72 3 9-3" 120 14.27 Flow (q) from Route 4 0.028215 22 8'-6" 173.17 3.2600 9-3" 0.26 22 8'-6" 59.37 3 9-7" 120 14.53 Flow (q) from Route 7 0.048676 20 8-6" 232.54 3.2600 9-7" 0.47 20 8'-6" 41.77 3 9-11" 120 15.00 Flow (q) from Route 9 0.066075 18 8'-6" 274.31 3.2600 9-11" 0.66 18 8'-6" 78.08 3 9-11" 120 15.65 Flow (q) from Route 3 0.105022 16 8'-6" 352.39 3.2600 9-11" 1.04 16 8'-6" 44.04 3 11-9W 120 16.69 Flow (q) from Route 11 0.130582 15 8'-6" 396.43 3.2600 11-9W 1.54 15 8'-6" 44.80 3 (See Notes) 13610" 120 18.23 Flow (q) from Route 10 2fT(17'-51/2"), 2fE(6-81/2") 4841/2" 0.159184 -0.00 14 8'-6" 441.22 3.2600 185-2W 29.48 14 8-6" 4 (See Notes) 6'-6" 120 47.72 2CV(28'-l11/2"), BV(15'-9W), fE (8-111/2"), fT(21'-l"), BOR 103-9" 0.043256 2.46 13 2-10" 441.22 4.2600 110-3" 4.77 13 2-10" 4 1-10" 120 54.95 0.043256 0.79 436 14" 441.22 4.2600 1,-la', 0.08 , © M.E.P.CAD, Inc. hfl AutoSPRINK 2019 v15.1.25.0 G-2 7/11/2022 11:38:1 8AM Page 7 Job Name: OCEAN Remote Area Number: G-2 Date: 7/11/2022 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) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 436 1-0' 6 (See Notes) 60" 120 55.82 E(17-7') 17-7 0.006158 2.17 11 -4-0 441.22 6.3570 22-7 0.14 11 -4-0' 6 4-OW 140 58.12 0.004913 -0.43 7 -3-0' 441.22 6.2800 4-OW 0.02 7 -3-0' 6 (See Notes) 21-0" 120 57.71 E(16'-7') 0.12 0.006534 6 -34" 441.22 6.2800 18-7" 6 4-0' 6 (See Notes) 29'-3W 140 57.83 EE(11'-O%") u-ow 0.004913 5 -3-0" 441.22 6.2800 40-4' 0.20 5 -3-0" 6 (See Notes) 33'/2" 120 58.03 EE(8'-3%') 8-3W 0.006534 4 -3-0" 441.22 6.2800 41-7' 0.27 4 -3-0" 6 (See Notes) 8-4" 140 58.30 E(22'-l") 22-1" 0.004913 3 -3-0" 441.22 6.2800 30-41/2" 0.15 3 -3-0" 6 (See Notes) 12'0" 120 58.45 fT(31'-5"), BFP(-6.00), fE(12'-7 '), E(17'-7") 617h/2 0.006158 2 -3-0" 441.22 6.3570 7371/2 6.45 2 -3-0" 6 (See Notes) 4361/2 140 64.90 0.004913 1 -3-0" 441.22 6.2800 S, T(47'-31/2")90-9% 0.45 0.00 65.35 Hose Allowance At Source Total(Pt) Route 1 1 691.22 1017 8-71/2' 5.6 18.65 11/2 (See Notes) 51 10" 120 11.09 Route 2 Sprinkler 0.011471 0.02 1015 8-7" 18.65 1.6820 5-10' 0.07 1015 8-7" 5.6 18.72 1% (See Notes) 6'0" 120 11.17 Sprinkler 0.041495 0.02 25 86h/20 37.37 1.6820 6-0" 0.25 LAk/ M.E.P.CAD, Inc. hfl AutoSPR INK 2O19v15.1.25.O G-2 7/11/2022 11:38:18AM Page 8 Job Name: OCEAN Remote Area Number: G-2 Date: 7/11/2022 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) 1144 Total(Pt) Route 2 1006 871,4 5.6 18.81 i (See Notes) 3-10" 120 11.28 Route 3 ..... Sprinkler, E(2'-O"), P0(5-0") 7-0" 0.116124 0.06 19 8-6" 18.8 1 1.0490 10-10" 1.26 19 8-6" 39.25 1% 2-0" 120 12.59 Flow (q) from Route 5 0.093762 1004 8'-6" 58.06 1.6820 0.19 1004 8'-6" 5.6 20.02 1% (See Notes) 7'110" 120 12.78 P0(9-li") 0.162201 9._11"Sprinkler, 18 8'-6" 78.08 1.6820 17-8W 2.87 15.65 Total(Pt) Route 3 1022 841/2" 5.6 19.21 11/2 (See Notes) 8-0" 120 11.77 Route 4 ..... Sprinkler 0.012123 0.05 1020 8-6W 19.21 1.6820 8-0" 0.10 1020 8-6W 5.6 19.33 11/2 (See Notes) 2'O" 120 11.92 Sprinkler, T(9'-ll") 0.52 9-11" 0.043946 0.01 29 8'-6" 38.55 1.6820 11-11" 29 8'-6" 19.62 1% (See Notes) 7'10" 120 12.45 Flow (q) from Route 6 P0(9-11") 1.67 0.094083 28 8'-6" 58.17 1.6820 17-8W 28 8'-6" 3 7'-2" 120 14.12 0.003749 27 8'-6" 58.17 3.2600 7'-2" 0.03 27 8-6" 40.56 3 12-61/2" 120 14.14 Flow (q) from Route 8 0.009976 24 8'-6" 98.72 3.2600 12-6W 0.13 14.27 Total(Pt) Route 4 1009 8'-6" 5.6 19.60 11,4 (See Notes) 5-10" 120 12.25 5 ..... Sprinkler 0.012573 1007 8'-6" 19.60 1.6820 5-10" 0.07 1007 8'-6" 5.6 19.66 11/2 (See Notes) 6'O" 120 12.32 .Route Sprinkler 0.045450 19 8'-6" 39.25 1.6820 6-0" 0.27 ,, © M.E.P.CAD, Inc. F,11 AutoSPRINK 2019 05.1.25.0 G-2 7/11/2022 11:38:18AM Page 9 Job Name: OCEAN Remote Area Number: G-2 Date: 7/11/2022 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 flJ+iS Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 12.59 Total(Pt) Route 5 1021 8-6 5.6 19.62 i1/2 (See Notes) 13-10 120 12.28 .Route 6 ..... Sprinkler 0.012600 29 8-6' 19.62 1.6820 13-10" 0.17 12.45 Total(Pt) Route 6 1014 8-7W 5.6 19.64 11/2 (See Notes) 5-10" 120 12.30 Route ..... Sprinkler 0.012625 0.02 1012 8-7" 19.64 1.6820 5-10" 0.07 1012 8-7" 5.6 19.71 1% (See Notes) 8'O" 120 12.39 Sprinkler 0.045666 0.02 1010 8-6W 39.35 1.6820 0.37 1010 8-6W 5.6 20.02 iV2 (See Notes) T-1 0" 120 12.78 Sprinkler, P0(9-11") 9-11" 0.097719 002 22 8-6" 59.37 1.6820 17-9" 1.73 14.53 Total(Pt) Route 7 1019 8'-6" 5.6 20.22 11/2 (See Notes) 111 10" 120 13.03 Route ..... Sprinkler 0.013319 1018 8'-6" 20.22 1.6820 11-10" 0.16 1018 8'-6" 5.6 20.34 i/2 (See Notes) 9-10" 120 13.19 Sprinkler, P0(9-li") 0.048283 27 8-6" 40.56 1.6820 l981h 0.95 14.14 Total(Pt) Route 8 loll 8-6" 5.6 20.82 11/2 (See Notes) 11-10" 120 13.83 ..... Sprinkler 0.014065 1008 8'-6" 20.82 1.6820 11-10" 0.17 1008 8-6" 5.6 20.95 11/2 (See Notes) 9'0" 120 13.99 .Route9 Sprinkler, P0(9-il") 0.050987 20 8-6" 41.77 1.6820 19'-8'/2" 1.01 15.00 Total(Pt) Route 9 1002 8-7W 5.6 21.67 1 (See Notes) 6'0'/2" 120 14.98 Route 10 ..... Sprinkler, E(2'-O"), P0(5-0") 7-0" 0.151004 0.06 17 8'-6" 21.67 1.0490 13-01/2" 1.97 , © M.E.P.CAD, Inc. J AutoSPRINK 2019 05.1.25.0 G-2 7/11/2022 11:38:18AM Page 10 Job Name: OCEAN Remote Area Number: G-2 Date: 7/11/2022 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 (PQ 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) 17 8-6" iv2 2'-9" 120 17.01 0.015149 1001 8-6" 21.67 1.6820 2-9" 0.04 1001 8-6" 5.6 23.12 11/2 (See Notes) 101 6W 120 17.05 Sprinkler, P0(9-il") 9. -11" 0.058033 15 8-6" 44.80 1.6820 20-5W 1.19 18.23 Total(Pt) Route 10 1005 8-6" 5.6 21.96 iV2 (See Notes) '-i%" 120 15.37 Route 11 ..... Sprinkler 0.015516 1003 8'-6" 21.96 1.6820 11-lW 0.17 1003 8'-6" 5.6 22.08 11/2 (See Notes) 10'6W 120 15.55 Sprinkler, P0(9-il") 0.056224 16 8'-6" 44.04 1.6820 20-5W 1.15 16.69 Total(Pt) Route ii 71 10 2-0" 250.00 6 (See Notes) 5-0" 120 62.94 Route 12 ..... Hydrant, E(17'-7") 17-7" 0.002153 2.17 9 -3-0" 250.00 6.3570 22-7" 0.05 9 -3-0" 6 (See Notes) 36'-2W 140 65.16 T(47'T(47'-31/2") 4731/ 0.001718 8 -3-0" 250.00 6.2800 83-6" 0.14 8 -3-0" 8 (See Notes) 120'8" 140 65.30 Water Supply 0.000419 1 -3-0" 250.00 8.3900 120-8" 0.05 65.35 Total(Pt) Route 12 , © M.E.P.CAD, Inc. JAutoSPRINK2019v15.1.25.0 G-2 7/11/2022 11:38:18AM Page 11 Job Name: OCEAN Remote Area Number: G-2 Date: 7/11/2022 I Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Value Actual Inside Diameter 487 Value Of C 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 BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/40 Elbow Ee2 22%' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve CV 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. AutoSPRlNK2019v15.1.25.O G-2 7/11/2022 11:38:18AM Page 12 Hydraulic Calculations for Project Name: OCEAN Location: 2501 STATE STREET, CARLSBAD, CA, Drawing Name: 22-457 THIRD LEVEL.cad Design Remote Area Number: 3-1 Occupancy Classification: Residential Density 0.05gpm/ft2 Area of Application: 900ft2 (Actual 1073.9ft2) Coverage per Sprinkler: 324ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 8 No. of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 100.00 at Node: 4 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 236.85 @ 81.55 Type of System: WET Volume of Dry or PreAction System: N/A Calculation Date: 7/11/2022 Allowance at Source Hydrant (Safety Margin = 11.43 psi) Name of Contractor: WORLD FIRE PROTECTION Address: 41905 BOARDWALK SUITE B, PALM DESERT, CA 92211 Phone Number: 760-565-6030 Name of designer: _Travis Mack, SET, CWBSP, CFPS, RI Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A (M.E.P.CAD, Inc. affl AutoSPRINK2019v15.1.25.0 3-1 7/11/2022 4:55:10PM Page 1 8500 6800 7650 3400 5100 4250 5950 Flow - gpm &©M.E.P.CAD,Inc. 00 AutoSPRINK2019v15.1.25.0 7/11/2022 4:55:12PM Page Job Name: OCEAN Remote Area Number: 3-1 100- 70 60 50 40 30 20 9C 80 -Available Supply ::Static Pressure 93.00 236.85 a 81.55 50008900 Supply Summary Sheet Node: 1 H System demand curve IIIIIIiIIIIIIII IllilillI IlilIllil 11111!! liii I I III II I II II I I I Hydraulic Graph N 1.85 Date: 7/11/2022 Hydraulic Graph Job Name: OCEAN N 185 Remote Area Number: 3-1 Date: 7/11/2022 100- I BOR -Available Supply Static Pressure 93.00 Summary Sheet 136.85 c_92.98-. 25000 8900- 90- - ______ __________ 80- 136.85 78.37- 70- 60- 50- (0 System demand curve 2 0 40- 30- 20- 10- 0_•II••l.IJ.J.I.l.I.JlIIllIIlIII(II Ilillilil IliPlill IIlIl II 11111 II liii I I I I I I 0850 1700 2550 3400 4250 5100 5950 6800 7650 8500 Flow - gpm I&© M.E.P.CAD, Inc. RN AutoSPRINK 2019 05.1.25.0 7/11/2022 4:55:12PM Page 3 Job Name: OCEAN Remote Area Number: 3-1 Date: 7/11/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 93.00 89.00 4250.00 92.98 236.85 81.55 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -4-0' Supply 81.55 236.85 4 1-0" Hydrant 79.33 100.00 585 28101/2 Sprinkler 19.30 21.53 590 28-10%' Sprinkler 19.83 21.82 608 28-101/2" Sprinkler 16.55 19.94 618 28-110W Sprinkler 8.33 14.15 619 28-1W Sprinkler 8.03 13.89 625 2810h/2 Sprinkler 7.04 13.00 639 28-10W Sprinkler 15.77 19.46 742 28-10W Sprinkler 7.11 13.07 2 4-0' 81.54 3 -4-0' 81.51 5 4-0" 81.50 6 4-0" 81.44 7 -4-0' 81.43 8 -4-0" 81.39 9 -4-0" 81.36 10 1-0" 79.17 140 27-0" 66.53 (.,© M.E.P.CAD, Inc. 1 AutoSPRINK 2019 05.1.25. 7/11/2022 4:55:14PM Page 4 Job Name: OCEAN Remote Area Number: 3-1 Date: 7/11/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 183 29-4' 58.81 328 29-4W 20.59 331 29-41/2" 20.51 332 29-4W 20.24 333 29'4,4" 20.17 360 294h/2 17.11 379 29'-81/2" 8.28 385 298h/2 8.18 386 298h/2 7.58 387 29-8W 7.66 397 29-8W 7.28 432 29-81/2" 7.03 475 29-8W 6.93 503 2-10" 78.37 L&© M.E.P.CAD, Inc. ED AutoSPRINK 2019 05.1.25. 7/11/2022 4:55:14PM Page 5 Job Name: OCEAN Remote Area Number: 3-1 Date: 7/11/2022 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) 625 28-101/2" 4.9 13.00 1 (See Notes) 9-61/2" 150 7.04 Route I ..... Sprinkler, E(5'-O"), T(5'-O") 0.030666 -0.36 397 29-8W 13.00 1.1010 19-6W 0.60 397 29-81/2" 13.07 1 (See Notes) 2'-51/2'. 150 7.28 Flow (q) from Route 2 Tr(1'-0") 0.38 i'-o" 0.111072 387 29-8W 26.07 1.1010 3-5W 387 298h/2U 13.89 i (See Notes) 1-61/2" 150 7.66 Flow (q) from Route 3 Tr(1'-O") -o 0.244781 379 29-8W 39.96 1.1010 2-61/2" 0.62 379 29-8W 14.15 i (See Notes) 1241/2 150 8.28 Flow (q) from Route 4 Tr(1'-O"), 2E(5'-O"), T(5'-O") 16-0" 0.428849 0.14 328 29-4W 54.10 1.1010 2841/z 12.17 328 29-41/2" 82.75 2 (See Notes) 169-1" 150 20.59 Flow (q) from Route 5 15Tr(1'-O"), 9E( 9'-O"), 3T(10'-O" ) 126-0" 0.129489 0.01 183 29-4" 136.85 2.0030 295-1" 38.21 183 29-4" 2 (See Notes) 7'3" 120 58.81 2fE(4'-3W), CV(13'-6W), BV(7' -4W), Z, P0(12-3W) 41-10" 0.136412 1.02 140 27-0" 136.85 2.1570 49-1" 6.70 140 27-0" 4 (See Notes) 112'5" 120 66.53 2fT(21'-1"), BV(10'-6W), 4fE(8' -11W), 2CV(28'-l11/2"), BV(15'- 91/2") BOR 16221/2 0.004960 10.48 503 2-10" 136.85 _____ 4.2600 274'-71/2" 1.36 503 2-10" 4 1-10" 120 78.37 0.004960 0.79 10 1-0" 136.85 4.2600 1,-la', 0.01 10 1-0" 6 (See Notes) 5'O" 120 79.17 E(17'-7") 17-7" 0.000706 2.17 9 -4-0" 136.85 6.3570 22-7" 0.02 9 -4-0" 6 (See Notes) 35'4" 140 81.36 E(22'-l"), EE(11'-0W) 33-1" 0.000563 -0.00 8 4-0" 136.85 6.2800 68-51/2" 0.04 8 -4-0" 6 (See Notes) 33-31/2" 120 81.39 EE(8'-31/2") 8-31/2" 0.000749 7 -4-0" 136.85 6.2800 41-7" 0.03 © M.E.P.CAD, Inc. J AutoSPRINK 2019 v1 5.1.25.0 3-1 7/11/2022 4:55:16PM Page 6 Job Name: OCEAN Remote Area Number: 3-1 Date: 7/11/2022 Pipe Information Node I El v1 (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) 7 4-0' 6 (See Notes) 8'-4" 140 81.43 E(22'-l") 22-1' 0.000563 6 -4-0" 136.85 6.2800 30-41/2" 0.02 6 4-0" 6 (See Notes) 12'-0" 120 81.44 fT(31'-5"), BFP, fE(12'-7"), E(1 7'-7") 61-71/2" 0.000706 5 -4-0" 136.85 6.3570 73-71/2" 0.05 5 -4-0" 6 (See Notes) 43'-61/2" 140 81.50 4731/ 0.000563 1 - 4-0" 136.85 6.2800 90-9W 0.05 0.00 81.55 Hose Allowance At Source Total(Pt) Route 1 1 236.85 742 28-101/2" 4.9 13.07 1 (See Notes) 0-10" 150 7.11 Route Sprinkler, E(5 1-011) 0.18 5-0" 0.030955 -0.36 475 29-81/2" 13.07 1.1010 5-10" 475 29-81/2" 1% (See Notes) 4'l" 150 6.93 E(6-0")-O") 6-0" 0.009810 432 29-8W 13.07 1.3940 10-1" 0.10 432 29-81/2" 1 (See 7'O" 150 7.03 Tr(i'-0") i'-o" 0.030955 397 29-8W - F Notes) 13.07 1.1010 8-0" 0.25 7.28 Total(Pt) Route 2 619 28-11/2" 4.9 13.89 1 (See Notes) 1-7" 150 8.03 Route Sprinkler, E(5'-O") s'-o" 0.034659 -0.69 386 29-81/2" 13.89 1.1010 6-7" 0.23 386 29-81/2" 1% (See Notes) i'6" 150 7.58 T(6'-O") 6-0" 0.010984 387 29-81/2" 13.89 1.3940 7-6" 0.08 7.66 Total(Pt) Route 3 618 2810h/2 4.9 14.15 1 (See Notes) 01-10" 150 I 8.33 Route 4 Sprinkler, sa 0.035856 -0.36 385 29-81/2" 14.15 1.1010 E(6-0--) 5-10" 0.21 (,© M.E.P.CAD, inc. FAutoSPRiNK2019v15.1.25.0 3-1 7/11/2022 4:55:16PM Page 7 Job Name: OCEAN Remote Area Number: 3-1 Date: 7/11/2022 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(Pt) 385 2981/2 11/4 (See Notes) 2-10 1 150 8.18 T(6 1-0.1) 6-0" 0.011363 379 29'-8/" 14.15 1.3940 8-10 0.10 8.28 Total(Pt) Route 4 639 28'-10Y2" 4.9 19.46 1 (See Notes) 170" 150 15.77 Route 5 ..... Sprinkler, T(5'-0"), 2Tr(1'-0") 7-0" 0.064691 -0.22 360 29-41/2" 19.46 1.1010 24-0' 1.55 360 29-41/2" 19.94 1 (See Notes) 710" 150 17.11 Flow (q) from Route 6 T(5 .41) 5'0" 0.238508 333 29-4W 39.40 1.1010 12-10" 3.06 333 29-4W 2 (See Notes) 4-5" 150 20.17 Tr(1'-0") 1-0" 0.012937 332 29-4W 39.40 2.0030 0.07 332 29-4W 21.53 2 (See Notes) 8'-3" 150 20.24 Flow (q) from Route 7 Tr(1'-0") 0.028979 331 29-4%" 60.93 2.0030 9-3" 0.27 331 29-4W 21.82 2 (See Notes) O81/2 150 20.51 Flow (q) from Route 8 Tr(1'-0") 0.051055 328 29-41/2" 82.75 2.0030 1-8W 0.09 20.59 Total(Pt) Route 5 608 28-101/2" 4.9 19.94 1 (See Notes) 1-5" 150 16.55 Route ..... Sprinkler, E(5'-O"), T(5'-O") oo 0.067645 0.22 360 29-4%" 19.94 1.1010 11-5" 0.77 17.11 Total(Pt) Route 6 585 28-101/2" 4.9 21.53 1 (See Notes) 4-9W 150 19.30 Route 7 ..... Sprinkler, E(5'-O"), 1(5-0") 0.077973 -0.22 332 29-41/2" 21.53 1.1010 14-9W 1.15 20.24 Total(Pt) Route 7 590 28-10W 4.9 21.82 1 (See Notes) 1-2" 150 19.83 Route 8 ..... Sprinkler, E(5'-0"), T(6-0")-O") oo 0.079943 -0.22 331 29-41/2" 21.82 1.1010 11-2" 0.89 20.51 Total(Pt) Route 8 , 0 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1 .25.0 3-1 7/11/2022 4:55:16PM Page 8 Job Name: OCEAN Remote Area Number: 3-1 Date: 7/11/2022 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) 4 1-0' 100.00 6 (See Notes) 60" 120 7933 Route 9 Hydrant, E(17'-7") 17-7" 0.000395 2.17 3 -4-0" 100.00 6.3570 22-7' 0.01 3 -4-0" 6 (See Notes) 36-2W 140 81.51 1(47-31/2") 47 31/fl 0.000315 2 -4-0" 100.00 6.2800 83-6' 0.03 2 4-0" 8 (See Notes) 120-8" 140 81.54 S 0.000077 1 -4-0" 100.00 8.3900 120-8" 0.01 81.55 Total(Pt) Route 9 , 0 M.E.P.CAD, Inc. APfl AutoSPRINK 2019 v15.1.25.0 3-1 7/11/2022 4:55:16PM Page 9 Job Name: OCEAN Remote Area Number: 3-1 Date: 7/11/2022 I Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier I Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( \ =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 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 450 Elbow Eel 11W Elbow Ee2 22%' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PD 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 (, 0 M.E.P.CAD, Inc. AP11 AutoSPRINK 2019 05.1.25.0 3-1 7/11/2022 4:55:16PM Page 10 Hydraulic Calculations for Project Name: OCEAN Location: 2501 STATE STREET, CARLSBAD, CA, Drawing Name: 22-457 THIRD LEVEL.cad Design Remote Area Number: 3-2 Occupancy Classification: Residential Density 0.50gpm/ft2 Area of Application: 900ft2 (Actual 975.8ft2) Coverage per Sprinkler: 324ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 8 No. of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type 100.00 at Node: 4 Type Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 245.40 @ 57.05 Type of System: WET Volume of Dry or PreAction System: N/A Calculation Date: 7/11/2022 Allowance at Source Hydrant (Safety Margin = 35.93 psi) Name of Contractor: WORLD FIRE PROTECTION Address: 41905 BOARDWALK SUITE B, PALM DESERT, CA 92211 Phone Number: 760-565-6030 Name of designer: _Travis Mack, SET, CWBSP, CFPS, RI'v Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. 5,AutoSPRlNK2019v15.1.25.0 3-2 7/11/2022 4:54:48PM Page 1 9C 8C 7C 60 0 30 20 10 Job Name: OCEAN Remote Area Number: 3-2 100- 0 0850 1700 2550 -Available Supply -Static Pressure 93.00 4250.00 @ 89 00 _____ mary hee 11111 Node: 1 245.40 57.05 System demand curve - Il ,tiJ.LJJ..IlIIIIIP IIIIlI 11111111 11111111 III I II 111111 I I I I I I I I I I 3400 5100 4250 5950 Flow - gpm Hydraulic Graph N 185 6800 7650 Date: 7/11/2022 8500 1,© M.E.P.CAD, Inc. RN AutoSPRINK 2019 05.1.25.0 7/11/2022 4:54:50PM Page 2 E 8500 6800 7650 3400 5100 4250 5950 Flow - gpm Date: 7/11/2022 90 80 70 60 0. 40 30 20 10 Job Name: OCEAN Remote Area Number: 3-2 100- Static Pressure 93.00 145.40 92.98- 4250.00 @ 89.00 Summary Sheet 145.40 53.86 System demand curve __11 .jJJJJ_I..IulIIIIIIIIIIIII lIIIjIjI IllillIll liii II 11111 III I II III I I I I Hydraulic Graph N 1.85 (/&©M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.25.0 7/11/2022 4:54:50PM Page 3 Job Name: OCEAN Remote Area Number: 3-2 Date: 7/11/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 93.00 89.00 4250.00 92.98 245.40 57.05 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-0 Supply 57.05 245.40 4 1-0' Hydrant 54.84 100.00 706 28-101/2" Sprinkler 14.57 18.71 709 28-101/2" Sprinkler 15.30 19.17 714 28-11/2" Sprinkler 12.04 17.00 723 28-11/2" Sprinkler 12.18 17.10 724 28-101/2" Sprinkler 12.33 17.20 729 28-101/2" Sprinkler 13.95 18.30 732 28-10%" Sprinkler 14.70 18.79 736 28-101/2" Sprinkler 15.25 19.14 2 4-0" 57.04 3 4-0" 57.02 5 4-0" 57.00 6 4-0" 56.94 7 -4-0" 56.92 8 -4-0" 56.88 9 -4-0" 56.84 10 1-0" 54.66 140 27-0" 41.85 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15. 1.25.' 7/11/2022 4:54:53PM Page 4 Job Name: OCEAN Remote Area Number: 3-2 Date: 7/11/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 183 29-4 33.34 375 29-4W 15.43 377 29-4W 16.88 399 2941/2" 16.51 406 2941/2" 12.79 407 29-4W 12.20 441 29-4W 14.82 443 2941/2 16.22 503 2-10 53.86 (,© M.E.P.CAD, Inc. Lffi AutoSPRINK 2019 v15.1.25.- 7/11/2022 4:54:53PM Page 5 Job Name: OCEAN Remote Area Number: 3-2 Date: 7/11/2022 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 (PQ 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) 714 28-11/2" 4.9 17.00 1 (See Notes) 4-01/2" 150 12.04 Route I ..... E(5'-0"), T(5'-0") o-o 0.050373 Sprinkler, 407 29-4%' 17.00 1.1010 14-OW 0.71 407 29-41/2" 17.10 i (See Notes) 2-21/2" 150 12.20 Flow (q) from Route 2 Tr(1'-0") 0.58 1-0" 0.182569 406 29-4W 34.10 1.1010 3-2W' 406 29-4W 17.20 1 (See Notes) 4'-7" 150 12.79 Flow (q) from Route 3 T(5 .-0..) 5-0' 0.388695 399 29-4W 51.30 1.1010 9-7" 3.72 399 29-4W 56.23 2 (See Notes) 3'-6W' 150 16.51 Flow (q) from Route 4 Tr(1'-0") i'-o" 0.082891 377 29-4W 107.53 2.0030 4-6W 0.38 377 29-4W 37.87 2 (See Notes) 50'6W 150 16.88 Flow (q) from Route 5 7Tr(1'-0"), 4E(9'-O"), 2T(1 0'-O") 63-0" 0.144852 0.01 183 29-4" 145.40 2.0030 113-61/2" 16.45 183 29-4" 2 (See Notes) 7'3" 120 33.34 2fE(4'-3Y2"), CV(13'-6W), BV(7' -41/2"), Z, P0(12-31/2") 41-10" 0.152596 1.02 140 27-0" 145.40 2.1570 49-1" 7.49 140 27-0" 4 (See Notes) 112-5" 120 41.85 2fT(21'-1"), BV(10'-6W), 4fE(8' -111/2"), 2CV(28'-111/2"), BV(15'- 9W), BOR 162-2W 0.005548 10.48 503 2-10" 145.40 _____ 4.2600 274-7W 1.52 503 2-10" 4 1-10" 120 53.86 0.005548 0.79 10 1-0" 145.40 4.2600 1'-lO" 0.01 10 1-0" 6 (See Notes) 60" 120 54.66 E(17'-7") 17-7" 0.000790 2.17 9 -4-0" 145.40 6.3570 22'-7" 0.02 9 -4-0" 6 (See Notes) 140 56.84 E(22'-l"), EE(11'-OW) 33-1" 0.000630 -0.00 8 4-0" 145.40 6.2800 68-5W 0.04 8 4-0" 6 (See Notes) 33'3W 120 56.88 EE(8'-31/2") 8-3W 0.000838 7 4-0" 145.40 6.2800 41-7" 0.03 , © M.E.P.CAD, Inc..11 AutoSPRINK 2019 v15.1.25.0 3-2 7/11/2022 4:54:55PM Page 6 Job Name: OCEAN Remote Area Number: 3-2 Date: 7/11/2022 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) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 7 -4-0 6 (See Notes) 8'-4" 140 56.92 E(22'-l") 22-1 0.000630 6 4-0" 145.40 6.2800 30-41/2" 0.02 6 -4-0' 6 (See Notes) 12'-O" 120 56.94 fT(31'-5"), BFP, fE(12'-7"), E(1 7'-7") 61-71/2" 0.000790 5 -44" 145.40 6.3570 73-71/2" 0.06 5 -4-0' 6 (See Notes) 43'6W 140 57.00 4731/ 0.000630 1 -4-0" 145.40 6.2800 90-9W 0.06 0.00 57.05 Hose Allowance At Source Total(Pt) Route 1 1 245.40 723 28-11/2" 4.9 17.10 1 (See Notes) 5'-11h" 150 12.18 Route ..... Sprinkler, E(5'-O"), Tr(1'-O") 64" 0.050914 -054 407 29-41/2" 17.10 1.1010 11-11/2" 0.57 12.20 Total(Pt) Route 2 724 28-101/2" 4.9 17.20 1 (See Notes) 3-1W 150 12.33 Route 3 ..... Sprinkler, E(5'-O"), T(5'-O") 101-0" 0.051492 -022 406 294h/2 17.20 1.1010 13'- 1 1/2'. 0.68 12.79 Total(Pt) Route 3 729 2810h/2 4.9 18.30 1 (See Notes) 11-10" 150 13.95 Route 4 ..... Sprinkler, E(6-0"), 2Tr(1'-0") 7-0" 0.057738 -0.22 441 29-4W 18.30 1.1010 18-10" 1.09 441 29-41/2" 18.79 i (See Notes) 1'7" 150 14.82 Flow (q) from Route 6 C(5'-0") 5-0 " 0.213304 443 29-4W 37.09 1.1010 6-7" 1.40 443 29-41/2" 19.14 2 (See Notes) 101-51/2" 150 16.22 Flow (q) from Route 7 Tr(1'-O") F11 0.024980 399 29-41/2" 56.23 2.0030 -5W 0.29 16.51 Total(Pt) Route 4 706 28-101/2" 4.9 18.71 i (See Notes) 111 10" 150 14.57 1 Route 5 ..... Sprinkler, E(5'-O"), Tr(1'-O") 6-0" 0.060117 -0.22 375 29-41/2" 18.71 1.1010 17-10" 1.07 j (. 0 M,E.P.CAD. Inc. gAutoSPRINK 2019 05.1.25.0 3-2 7/11/2022 4:54:55PM Page 7 Job Name: OCEAN Remote Area Number: 3-2 Date: 7/11/2022 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) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev, 2 (Foot) Total Flow (0) Actual ID Total (Foot) ________________ Friction(Pf) 375 29-41/2" 19.17 i (See Notes) 1-7" 150 15.43 Flow (q) from Route 8 T(5'-O") 5'-0" I 0.221676 377 29-4W 37.87 1.1010 6-7" 1.46 16.88 Total(Pt) Route 5 732 28-101/2" 4.9 18.79 1 (See Notes) 0'-6" T 150 14.70 Route 6 ..... Sprinkler, T(6-0")-O") 6-0" t 0.060615 -0.22 441 29'41/2" 18.79 1.1010 5-6" 0.33 14.82 Total(Pt) Route 6 736 28-101/2" 4.9 19.14 1 (See Notes) 8-11" T 150 15.25 Route ..... Sprinkler, E(5'-O"), C(5'-O") t 0.062710 -022 443 29-4W 19.14 1.1010 18-11" 1.19 16.22 Total(Pt) Route 7 709 28-101/2" 4.9 19.17 1 (See Notes) 0-6" 150 15.30 Route ..... Sprinkler, T(6-0")-O') 1 0.062879 -0.22 375 29-41/2" 19.17 1.1010 5-6" 0.35 15.43 Total(Pt) Route 8 4 1-0" 100.00 6 (See Notes) 5'0" 120 54.84 Route ..... Hydrant, E(17'-7") 17-7" 0.000395 2.17 3 -4-0" 100.00 6.3570 22-7" 0.01 3 -4-0" 6 (See Notes) 3621/2 140 57.02 4731/ 0.000315 2 -4-0" 100.00 6.2800 T(47'T(47'-31/2") 0.03 2 -4-0" 8 (See Notes) 120'8" 140 57.04 5 0.000077 1 -4-0' 100.00 8.3900 120-8" 0.01 57.05 Total(Pt) Route 9 &©M.E.P.CAD, inc. AutoSPRINK2O19v15.1.25.O 3-2 7/11/2022 4:54:55PM Page Job Name: OCEAN Remote Area Number: 3-2 Date: 7/11/2022 I Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier • Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( \ =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 BalV Ball Valve BFP Backfiow 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 111/40 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 GloV Globe Valve CV 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 0 M.E,P.CAD, Inc. V.011 AutoSPRINK 2019 v15.1 .25.0 3-2 7/11/2022 4:54:54PM Page 9 Hydraulic Calculations for Project Name: OCEAN Location: 2501 STATE STREET, CARLSBAD, CA, Drawing Name: 22-457 FOURTH LEVEL.cad Design Remote Area Number: 4-1 Occupancy Classification: Residential Density 0.05gpm/ft2 Area of Application: 900ft2 (Actual 1078.6ft2) Coverage per Sprinkler: 324ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 8 No. of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type 100.00 at Node: 4 Type Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 242.59 © 83.83 Type of System: WET Volume of Dry or PreAction System: N/A Calculation Date: 7/11/2022 Allowance at Source Hydrant (Safety Margin = 9.15 psi) Name of Contractor: WORLD FIRE PROTECTION Address: 41905 BOARDWALK SUITE B, PALM DESERT, CA 92211 Phone Number: 760-565-6030 Name of designer: _Travis Mack, SET, CWBSP, CFPS, RI Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: 77.87 M.E.P.CAD, Inc. AutoSPRINK2019v15.1.25.0 4-1 7/11/2022 4:22:48PM Page 1 0 40 (1) a- 50 Job Name: OCEAN Remote Area Number: 4-1 100- 90 80 70 60 30 20 10 - lJtjJ,J,J.J_!III!III I L! ::Available. Supply ::Static Pressure 93.00 242.59 92.9 8- - __ 42.5983.83 _______ .25000 89.00- Supply Summary Sheet Node: I System demand curve 111111111 IIIIIIII IIIIiIII I III I I II I I I I I I I I I 3400 5100 4250 5950 Flow - gpm Hydraulic Graph N 1.85 6800 7650 Date: 7/11/2022 8500 ,© M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.25.0 7/11/2022 4:22:50PM Page 2 0 40 0 50 Job Name: OCEAN Remote Area Number: 4-1 100- 9C 80 70 60 30 20 10 0 0850 1700 2550 - Available. Supply 142.59 9 92.98— 14259 80.64 -Static Pressure 93.00 Summary Sheet 4250.00 @ 89 00 System demand curve — ._ IIIJIiII 111111111 llII liii I II III I II II II I 3400 3400 5100 4250 5950 Flow - gpm Hydraulic Graph N 185 6800 7650 Date: 7/11/2022 8500 A,©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.25.0 7/11/2022 4:22:50PM Page 3 Job Name: OCEAN Remote Area Number: 4-I Date: 7/11/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 93.00 89.00 1 4250.00 92.98 242.59 83.83 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -4-0 Supply 83.83 242.59 4 1-0" Hydrant 81.62 100.00 577 39-11' Sprinkler 15.39 19.22 581 39-11" Sprinkler 15.45 19.26 602 39-11" Sprinkler 13.91 18.28 611 39-11' Sprinkler 13.63 18.09 612 39-2" Sprinkler 12.48 17.31 617 39-11' Sprinkler 11.57 16.67 626 39-11" Sprinkler 11.70 16.76 627 39-11" Sprinkler 12.04 17.00 2 4-0" 83.82 3 -4-0" 83.79 5 -4-0' 83.77 6 4-0' 83.72 7 4-0" 83.70 8 -4-0" 83.67 9 -4-0" 83.62 10 11-01,81.44 21 37-0" 63.67 © M.E.P.CAD, Inc. Li AutoSPRINK 2019 05.1.25. 7/11/2022 4:22:52PM Page 4 Job Name: OCEAN Remote Area Number: 4-I Date: 7/11/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 67 40-41/2" 53.54 110 37-0' 60.33 324 40-41/2" 16.27 337 4041/2" 16.80 348 4041/2" 21.56 353 4041/2" 14.02 374 40-41/2" 37.72 376 40-4W 13.73 381 40-41/2" 12.76 393 4041/2" 12.16 448 2-10' 80.64 (,© M.E.P.CAD, Inc. Lifl AutoSPRINK 2019 v15.1.25.' 7/11/2022 4:22:52PM Page 5 Job Name: OCEAN Remote Area Number: 4-1 Date: 7/11/2022 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 np+i Fitting (Foot) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 627 39-11" 4.9 17.00 i (See Notes) 22-6W 150 12.04 Route I ..... Sprinkler, 4E(5'-0"), Tr(1'-O") 21-0" 0.050373 -0.21 353 40-4W 17.00 1.1010 43-6W 2.19 353 40-4W 18.28 i (See Notes) 6'-6W 150 14.02 Flow (q) from Route 2 C(5'-O") 5-0" 0.194416 324 40-4W 35.28 1.1010 11-6W 2.24 324 40-41/2" 19.22 1'/2 (See Notes) 6'-6W 150 16.27 Flow (q) from Route 3 Tr(1'-O") 0.53 0.070838 337 40-41/2" 54.50 1.5980 7-6W 337 40-41/2" 19.26 11/2 (See Notes) 9'5" 150 16.80 Flow (q) from Route 8 4E(7'-O"), Tr(1'-O") 29'-0' 0.123987 348 4041/2" 73.76 1.5980 38'-5" 4.76 348 40-41/2" 68.83 iV2 (See Notes) 26'-6" 150 21.56 Flow (q) from Route 4 4Tr(1'-0"), T(8'-O") 12-0" 0.419778 374 40-41/2" 142.59 1.5980 38-6" 16.16 374 40-41/2" 2 (See Notes) 66-21/2" 150 37.72 3E(9'-O"), 11Tr(1'-O"), T(10'-O") 48-0" 0.139718 67 40-4W 142.59 2.0030 113-2W 15.82 67 40-4W 2 (See Notes) 12'8" 120 53.54 3fE(4'-31/2"), CV(13'-6W), BV(7' 41/2 ) P0(12-3W) 46'-2" 0.147188 1.47 21 37-0" 142.59 2.1570 58-10" 8.66 21 37-0" 4 (See Notes) 227-11" 120 63.67 10fE(8'-111/2"), BV(10'-61/2"), 2C V(28'-11W), BV(15'-9W), BOR 173-91/2" 0.005352 14.82 448 2-10" 142.59 4.2600 401-81/2" 2.15 448 2-10" 4 1-10" 120 80.64 0.005352 0.79 10 1-0" 142.59 4.2600 1,-la" 0.01 10 11-0.1 6 (See Notes) 60" 120 81.44 E(17'-7") 17-7" 0.000762 2.17 9 4-0" 142.59 6.3570 22-7" 0.02 -4-0" 6 (See Notes) ''" 140 83.62 E(22'-l"), EE(11'-OW) 33-1" 0.000608 -0.00 8 -4-0" 142.59 6.2800 68-5W 0.04 0 M.E.P.CAD, Inc. L911 AutoSPRINK 2019 v15.1 .25.0 4-1 7/11/2022 4:22:54PM Page 6 Job Name: OCEAN Remote Area Number: 4-1 Date: 7/11/2022 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 (PQ 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) 8 -4-0" 6 (See Notes) 33'3W 120 83.67 EE(8'-3W) 8-3W 0.000808 7 4-0" 142.59 6.2800 41-7" 0.03 7 -4-0" 6 (See Notes) 8'4" 140 83.70 E(22'-l") 22-1" 0.000608 6 4-0' 142.59 6.2800 30-4W 0.02 6 -4-0" 6 (See Notes) 12'0" 120 83.72 fT(31'-5"), BFP, M(112'-7"), E(1 7'-7") 61-7W 0.000762 5 4-0' 142.59 6.3570 73-7W 0.06 5 4-0' 6 (See Notes) 43'-61/2" 140 83.77 S 0.000608 142.59 6.2800 90-9W 0.06 0.00 83.83 Hose Allowance At Source Total(Pt) Route 1 1 242.59 602 39-11" 4.9 18.28 i (See Notes) O'-5W' 150 13.91 Route ..... Sprinkler, T(6-0")-O") 5-0" 0.057598 0.21 F353 40-4W 18.28 1.1010 5-5W 0.32 14.02 Total(Pt) Route 2 577 39-11" 4.9 19.22 1 (See Notes) 7-2" 150 15.39 Route ..... Sprinkler, E(5'-0"), C(6-0")-O") 10-0" 0.063223 -0.21 324 40-41/2" 19.22 1.1010 17-2" 1.09 16.27 Total(Pt) Route 3 617 39-11" 4.9 16.67 1 (See Notes) 6'4" 150 11.57 Route ..... Sprinkler, E(5'-0"), T(6-0")-O") 10-0" 0.048568 0.21 393 40'4,6" 16.67 1.1010 16 4" 0.79 393 40-4W 16.76 1 (See Notes) 2'-51/2" 150 12.16 Flow (q) from Route 5 Tr(1'-0") 0.61 1 0.176006 381 404h/2 33.43 1.1010 3-5W 381 40-4W 17.31 1 (See Notes) 161/2 150 12.76 Flow (q) from Route 6 Tr(1'-O") 0.380901 376 40-4W 50.74 1.1010 261/z 0.97 (, © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1 .25.0 4-1 7/11/2022 4:22:54PM Page 7 Job Name: OCEAN Remote Area Number: 4-1 Date: 7/11/2022 Pipe Information Node I El v1 (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) 376 40-4%" 18.09 i (See Notes) 681/2" 150 13.73 Flow (q) from Route 7 Tr(1'-0"), T(6-0")-O") 6-0" 0.669592 348 40-41/2" 68.83 1.1010 11-8W 7.83 21.56 Total(Pt) Route 4 626 39-11" 4.9 16.76 i (See Notes) 7-6" J 150 11.70 Route ..... Sprinkler, E(5'-O"), Tr(1'-0") 6-0" J 0.049078 -0.21 393 40-41/2" 16.76 1.1010 13-6" 0.66 12.16 Total(Pt) Route 5 612 39'-2" 4.9 17.31 1 (See Notes) '-" J 150 12.48 Route ..... Sprinkler, E(5'-0"), T(6-0")-O") -I- 0.052100 -0.53 381 40-4W 17.31 1.1010 15-7" 0.81 12.76 Total(Pt) Route 6 611 39-11" 4.9 18.09 i (See Notes) 0'51/2" T 150 13.63 Route ..... Sprinkler, T(6-0")-O") 5-0" 0.056521 -0.21 376 404h/2 18.09 1.1010 5-51/2" 0.31 13.73 Total(Pt) Route 7 581 39-11" 4.9 19.26 1 (See Notes) 9-TI2" T 150 15.45 Route ..... Sprinkler, 2E(5'-0"), T(6-0")-O") 150" 0.063439 -0.21 337 40-41/2" 19.26 1.1010 24-71/2" 1.56 16.80 Total(Pt) Route 8 4 1-0" 100.00 6 (See Notes) 5-0" 120 81.62 Route 9 ..... Hydrant, E(17'-7") 17-7" 0.000395 2.17 3 -4-0" 100.00 6.3570 22'-7" 0.01 3 -4-0" 6 (See 3621/2" 140 83.79 Notes) 0.000315 2 -4-0" 100.00 6.2800 T(47'T(47'-31/2") 0.03 2 -4-0" 8 (See Notes) 120'8" 140 83.82 S 0.000077 1 -4-0" 100.00 8.3900 120-8" 0.01 83.83 Total(Pt) Route 9 (©M.E.P.CAD, Inc. JAutoSPRINK2O19v15.1.25.O 4-1 7/11/2022 4:22:54PM Page Job Name: OCEAN Remote Area Number: 4-1 Date: 7/11/2022 I Equivalent Pipe Lengths of Valves and Fittings (C120 only) Value Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( \ =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 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 450 Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 450 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 WirF Wirsbo WMV Water Meter Valve Z Cap (. 0 M.E.P.CAD, Inc. III AutoSPRINK 2019 v1 5.1.25.0 4-1 7/11/2022 4:22:54PM Page 9 Hydraulic Calculations for Project Name: OCEAN Location: 2501 STATE STREET, CARLSBAD, CA, Drawing Name: 22-457 FOURTH LEVEL.cad Design Remote Area Number: 4-2 Occupancy Classification: Residential Density 0.05gpm/ft2 Area of Application: 900ft2 (Actual 1209ft2) Coverage per Sprinkler: 324ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 8 No. of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 100.00 at Node: 4 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 245.04 @ 79.91 Type of System: WET Volume of Dry or PreAction System: N/A Calculation Date: 7/11/2022 Allowance at Source Hydrant (Safety Margin = 13.07 psi) Name of Contractor: WORLD FIRE PROTECTION Address: 41905 BOARDWALK SUITE B, PALM DESERT, CA 92211 Phone Number: 760-565-6030 Name of designer: _Travis Mack, SET, CWBSP, CFPS, R Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A ©M.E.P.CAD, Inc. AutoSPRINK2019v15.1.25.0 4-2 7/11/2022 4:20:0013M Page 1 0 40 a 50 Job Name: OCEAN Remote Area Number: 4-2 100- 30 20 10 90 80 70 60 -Available Supply -Static Pressure 93.00 245 9298 I - —_500O©8900 _____ ______ Summary Shee I Node: I 245.04 79.91 - System demand curve_______ IIIIIlI IlIltIll IlIllIlli 1111111 I I II II II I I I I I I I I Hydraulic Graph N 1.85 Date: 7/11/2022 3400 5100 4250 5950 Flow - gpm 6800 7650 8500 &©M.E.P.CAD, Inc. IM AutoSPRINK 2019 05.1.25.0 7/11/2022 4:20:02PM Page 2 no- 4C Job Name: OCEAN Remote Area Number: 4-2 100 - 9C 8C 7C 6C -Static Pressure 93.00 00 @ 890 Summary Sheet - 1404 76.72 System demand curve ....11 ,.I.l.i.l.l.1.1lIIIiiiiiiiiii ___________ Illilili 111111111 III II I II III I I III I Hydraulic Graph N 185 Date: 7/11/2022 3400 5100 4250 5950 Flow - gpm 6800 7650 8500 A,©M.E.P.CAD, Inc. Ol AutoSPRINK 2019 v15.1.25.0 7/11/2022 4:20:02PM Page 3 Job Name: OCEAN Remote Area Number: 4-2 Date: 7/11/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 93.00 89.00 4250.00 92.98 245.04 79.91 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -4-0" Supply 79.91 245.04 4 1-0" Hydrant 77.70 100.00 586 39-11' Sprinkler 17.44 20.46 589 39-11" Sprinkler 16.70 20.03 592 39-11" Sprinkler 16.18 19.71 609 39-11" Sprinkler 9.79 15.33 610 39-11" Sprinkler 16.23 19.74 615 39-11" Sprinkler 12.48 17.31 620 39-11" Sprinkler 9.97 15.47 629 39-11" Sprinkler 12.04 17.00 2 4-0" 79.90 3 4-0" 79.88 5 4-0" 79.86 6 4-0" 79.80 7 4-0" 79.78 8 4-0" 79.75 9 4-0" 79.70 10 1-0" 77.52 110 37-0" 60.33 (,© M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.25. 7/11/2022 4:20:04PM Page 4 Job Name: OCEAN Remote Area Number: 4-2 Date: 7/11/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 162 40-41/2" 51.02 307 40-41/2" 19.12 309 40-41/2" 18.07 321 4041/2" 17.30 367 40-4W 18.36 373 40-4W 16.38 388 4041/2" 13.13 391 4041/2" 12.56 397 40-4W 10.30 448 2-10 76.72 L. M.E.P.CAD, Inc. riflAutOSPRINK 2019 v15.1.25. 7/11/2022 4:20:04PM Page 5 Job Name: OCEAN Remote Area Number: 4-2 Date: 7/11/2022 Pipe Information Node I El (Fo v1 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 (Pf) and shown as flp+iS Fitting (Foot) ___________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 629 39-11" 4.9 17.00 1 (See Notes) 10-10" 150 12.04 Route I ..... Sprinkler, 2E(5'-0"), T(6-0")-O") 15-0" 0.050373 -0.21 388 40-41/2" 17.00 1.1010 25-10" 1.30 388 40-41/2" 48.11 1% (See Notes) 16'-0" 150 13.13 Flow (q) from Route 2 Tr(1'-O") 11-01, 0.191436 373 40-41/2" 65.11 1.3940 17-0' 3.25 373 40-41/2" 19.74 1/ (See Notes) 150 16.38 Flow (q) from Route 5 T(8 .-01.) 8-0" 0.160661 367 4O4h/2 84.85 1.5980 12-4" 1.98 367 4041/2 2 (See Notes) 13'-11/2" 150 18.36 Tr(1'-O") 11-01, 0.053474 307 4041/2 84.85 2.0030 141h/2 0.75 307 40-4W 60.19 2 (See Notes) 138'3" 150 19.12 Flow (q) from Route 6 19Tr(1'-O"), 6E(9'-O"), T(10'-O") 83-0" 0.144190 162 40-4W 145.04 2.0030 221-3" 31.90 162 40-4W 2 (See Notes) 9'9" 120 51.02 2fE(4'-3W), CV(13'-61/2"), BV(7' -41/2"), Z, P0(12-31/2") 41-10" 0.151899 1.47 110 37'-0" 145.04 2.1570 51-7W 7.84 110 37-0" 4 (See Notes) 122'5" 120 60.33 2fT(21'-1"), BV(10'-61/2"), 4fE(8' -111/2"), 2CV(28'-11W), BV(15'- 9W), BOR 162-2W 0.005523 14182 448 2-10" 145.04 _____ 4.2600 284-7W 1.57 448 2-10" 4 1-10" 120 76.72 0.005523 0.79 10 1-0" 145.04 4.2600 1,-b ,, 0.01 10 1-0" 6 (See Notes) 5'0" 120 77.52 E(17'-7") 17-7" 0.000786 2.17 9 4-0" 145.04 6.3570 22-7" 0.02 9 4-0" 6 (See Notes) 364" 140 79.70 E(22'-l"), EE(11'-OW) 33'l" 0.000627 -0.00 8 4-0" 145.04 6.2800 68-5W 0.04 8 -4-0" 6 (See Notes) 33'31/2" 120 79.75 EE(8'-3W) 8-31/2" 0.000834 7 -4-0" 145.04 6:2800 41 -7" 0.03 (,© M.E.P.CAD, Inc. AutoSPRINK2019v15.1.25.O 4-2 7/11/2022 4:20:07PM Page 6 Job Name: OCEAN Remote Area Number: 4-2 Date: 7/11/2022 Pipe Information Node I Elev I (Foot) K-Factor this step (q) Nominal ID (Q) Foot) Actual ID Total ength Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) 2 Elev 2 (Foot) Total Flow Flow added r Fitting ________________Node Friction(Pf) 7 4-0" 6 (See Notes) 8'-4" 140 79.78 E(22'-l") 22-1' 0.000627 6 4-0" 145.04 6.2800 30-41/2" 0.02 6 4-0' 6 (See Notes) 12-0" 120 79.80 fT(31'-5"), BFP, fE(12'-7"), E(1 7'-7") 61-71/2" 0.000786 5 4-0" 145.04 6.3570 73-71/2" 0.06 5 -4-0" 6 (See Notes) 140 79.86 S L36 0.000627 -4-0" 145.04 6.2800 0.06 0.00 79.91 Hose Allowance At Source Total(Pt) Route 1 1 245.04 615 39-11 4.9 17.31 i (See Notes) 0-5W 150 12.48 Route 2 ..... Sprinkler, T(5'-0") 5-0" 0.052081 -0.21 391 40-41/2" 17.31 1.1010 5-5W 0.29 391 40-4W 30.80 i (See Notes) 01 8" 150 12.56 Flow (q) from Route 3 Tr(1'-O") 0.345107 388 40-4W 48.11 1.1010 1-8" 0.58 13.13 Total(Pt) Route 2 609 39-11" 4.9 15.33 1 (See Notes) 7-41/2" 150 9.79 Route ..... Sprinkler, E(5'-0"), T(5'-O") 10-0" 0.041594 -021 397 4041/2" 15.33 1.1010 1741/2" 0.72 397 40-41/2" 15.47 1 (See Notes) 13'11" 150 10.30 Flow (q) from Route 4 Tr(1'-O") 0.151229 391 40-41/2" 30.80 1.1010 14-11" 2.26 12.56 Total(Pt) Route 3 620 39-11" 4.9 15.47 1 (See Notes) ' I 2-9" 150 9.97 Route 4 ..... Sprinkler, E(5'-0"), T(5'-O") t 10-0" 0.042307 0.21 397 40-4W 15.47 1.1010 12-9" 0.54 10.30 Total(Pt) Route 4 610 39-11" 4.9 19.74 i (See Notes) 0-5W 150 16.23 Route ..... Sprinkler, -O T(5'") 5-0" 0.066400 -0.21 373 40-4W 19.74 1.1010 5-5W 0.36 ©M.E.P.CAD, Inc. PflAutoSPRINK2019v15.1.25.0 4-2 7/11/2022 4:20:07PM Page Job Name: OCEAN Remote Area Number: 4-2 Date: 7/11/2022 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) 16.38 J Total(Pt) Route 5 586 39-11" 4.9 20.46 i (See Notes) 191/2 150 17.44 Route 6 ..... Sprinkler, E(5'-O"), T(6-0")-O") ia-a" 0.070972 -0.21 309 40-4W 20.46 1.1010 11-9 W 0.84 309 40-41/2" 39.73 11/2 (See 4'4" 150 18.07 Flow (q) from Route 7 T(8'-O") Notes)LE 0.085141 3 F07 40-4W 60.19 1.5980 1.05 19.12 Total(Pt) Route 6 71 592 39-11" 4.9 19.71 1 (See Notes) 8-1" 150 16.18 Route 7 ..... Sprinkler, 2E(5'-O"), 2Tr(1'-0") 12-0" 0.066218 -0.21 321 40-4W 19.71 1.1010 20-1 " 1.33 321 40-4W 20.03 1 (See Notes) 91 0" 150 17.30 Flow (q) from Route 8 Tr(1'-0") 0.076781 309 40-4W 39.73 1.3940 10-0" 0.77 18.07 Total(Pt) Route 7 589 39-11" 4.9 20.03 i (See Notes) 1-91/2' 150 16.70 Route ..... Sprinkler, E(5'-0"), T(6-0")-O") 10-0" 0.068200 0.21 321 40-4W 20.03 1.1010 11-9W' 0.81 17.30 Total(Pt) Route 8 4 1-0" 100.00 6 (See Notes) 6-0,, 120 77.70 Route ..... Hydrant, E(17'-7") 17-7" 0.000395 2.17 3 -4-0" 100.00 6.3570 22-7" 0.01 3 4-0" 6 (See Notes) 3621/2 140 79.88 0.000315 2 4-0" 100.00 6.2800 T(47'T(47'-31/2") 0.03 2 4-0" 8 (See Notes) 120'8" 140 79.90 0.000077 1 4-0" 100.00 8.3900 120-8" 0.01 79.91 Total(Pt) Route 9 , 0 M.E.P.CAD, inc. IFfl AutoSPRiNK 2019 V15.1.25.0 4-2 7/11/2022 4:20:07PM Page 8 Job Name: OCEAN Remote Area Number: 4-2 Date: 7/11/2022 IEauivaIent Pioe Lenaths of Valves and Fittinas (C=120 onlv IC Value Multiplier I Actual Inside Diameter 487 Value Of C 100 130 140 150 ( \ =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 BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 450 Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN 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 WirF Wirsbo WMV Water Meter Valve Z Cap L& © M.E.P.CAD, Inc. III AutoSPRINK 2019 05.1.25.0 4-2 7/11/2022 4:20:06PM Page 9 Hydraulic Calculations for Project Name: OCEAN Location: 2501 STATE STREET, CARLSBAD, CA, Drawing Name: 22-457 SP.cad Design Remote Area Number: STANDPIPE Occupancy Classification: STANDPIPE Density 0.00gpm/ft2 Area of Application: Oft2 (Actual Oft2) Coverage per Sprinkler: 0ft2 Type of sprinklers calculated: NA No. of sprinklers calculated: 0 No. of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type 250.00 at Node: 22 Type 250.00 at Node: 23 Type 250.00 at Node: 46 Type Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 750.00 @ 166.08 Type of System: WET Volume of Dry or PreAction System: N/A Calculation Date: 7/11/2022 Allowance at Source Hose Hose Hose (Safety Margin = 8.92 psi) Name of Contractor: WORLD FIRE PROTECTION Address: 41905 BOARDWALK SUITE B, PALM DESERT, CA 92211 Phone Number: 760-565-6030 Name of designer: _Travis Mack, SET, CWBSP, CFPS, R Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A M.E.P.CAD, Inc. IIIAutoSPRINK2O19v15.1.25.O STANDPIPE 7/11/2022 9:47:58AM Page 1 12C U) 0 Job Name: OCEAN Remote Area Number: STANDPIPE 200- 10C 16C 18C rii PTI 80 60 0 0150 300 Available Supply Water Supply Summary Sheet Node: I Static Pressure 175.00 /5000 c 17500 750.00 @ 175.00 15000@ 16608 System demand curve - 111111111 11 IlilIllIl I IiIIIII liii 11111 I 11111 I I I I I ill I I I I I I I I I I I I I I I I I I I I I I 450 600 900 750 1050 Flow - gpm Hydraulic Graph N 1.85 1200 1350 Date: 7/11/2022 1500 &Q M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.25.0 7/11/2022 9:48:00AM Page 2 Job Name: OCEAN Remote Area Number: STANDPIPE Date: 7/11/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 175.00 175.00 750.00 175.00 750.00 166.08 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 2-0' Supply 166.08 750.00 22 44-8' Hose 100.45 250.00 Hos 23 45-8' Hose 100.00 250.00 Has 46 44-8' Hose 110.44 250.00 Has 2 -4-0" 167.67 3 -4-0" 168.07 4 -4-0' 166.05 5 4-0" 166.94 16 44-8" 109.84 17 45-8' 109.39 69 44-8" 119.83 95 8-2" 137.03 104 2-0" 166.08 105 2-0' 166.08 ,© M.E.P.CAD, Inc. AutoSPRINK 2019 v15. 1.25. 7/11/2022 9:48:02AM Page 3 Job Name: OCEAN Remote Area Number: STANDPIPE Date: 7/11/2022 Pipe Information Node I El (Fo v1 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 (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) 23 45-8' 250.00 21/2 (See Notes) 0-7" 120 100.00 Route I ..... Hose(-100.0O)(31'-O") P0(12-0") 43-0" 0.215409 17 45-8" 250.00 2.4690 43'-7" 9.39 17 45-8" 4 1-0" 120 109.39 0.015122 0.43 16 44'-8" 250.00 4.2600 0.02 16 44-8" 250.00 4 (See Notes) 144-5" 120 109.84 _______ Flow (q) from Route 2 6fE(8'-11%"), BV(10'-6W) 64-3" 0.054516 15.81 95 8-2" 500.00 4.2600 208-8" 11.38 95 8'-2" 250.00 4 (See Notes) 92'- 111/2" 120 137.03 Flow (q) from Route 3 4fE(8'-11%"), 2CV(28'-l1%"), BV(15'-91/2") 109-61/2" 0.115423 3.11 120 14" 750.00 4.2600 202-6" 23.37 120 14" 6 (See Notes) 51 0" 120 163.51 E(17'-7") 17-7" 0.016432 2.17 4 4-0" 750.00 6.3570 22'-7" 0.37 4 4-0" 6 (See Notes) 35'4" 140 166.05 E(22'-l"), EE(11'-O%") 33-1" 0.013110 -0.00 5 -4-0" 750.00 6.2800 68-51/2" 0.90 5 4-0" 6 (See 33'3%" 120 166.94 EE(8'-3%") Notes) 0.017436 2 4-0" 750.00 6.2800 41-7" 0.73 2 -4-0" 6 (See Notes) 8'-4" 140 167.67 E(22'-l') 22-1" 0.013110 3 4-0" 750.00 6.2800 30-4W 0.40 3 -4-0" 6 (See Notes) 6'0" 120 168.07 fT(31'-5") 31-5" 0.016432 -2.60 105 2-0" 750.00 6.3570 37-5" 0.62 105 2-0" 4 (See Notes) 0,-a,' 120 166.08 FDC 0.151978 104 2-0" 750.00 4.0260 0.00 104 2-0" 21/2 (See Notes) 0,-a,' 120 166.08 Water Supply E20. 1.644140 1 2-0" 750.00 2.4690 0.00 ,©M.E.P.CAD, Inc. ffl AutoSPRINK2O19v15.1.25.O STANDPIPE 7/11/2022 9:48:04AM Page Job Name: OCEAN Remote Area Number: STANDPIPE Date: 7/11/2022 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) (Q) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as (Foot) 0.00 166.08 Hose Allowance At Source Total(Pt) Route 1 1 750.00 22 44-8 250.00 2'/2 (See Notes) 0-7' 120 100.45 Route ..... Hose(-100.00)(31-0") P0(12-U') 43-0" 0.215409 16 44-8' 250.00 2.4690 43'-7" 9.39 109.84 Total(Pt) Route 2 46 44-8' 250.00 2Y2 (See Notes) 0-7' 120 110.44 Route ..... Hose(-100.00)(3l'-O") P0(12-0') 43-0" 0.215409 69 44-8' 250.00 2.4690 43'-7" 9.39 69 44-8" I I 4 (See , Notes) 38'11" 120 119.83 2fT(21'-l"), BV(1O'-61/2") 52-8" 0.015122 15.81 95 8-2" 250.00 4.2600 91-7" 1.39 137.03 Total(Pt) Route 3 , 0 M.E.P.CAD, Inc. till AutoSPRINK 2019 v15.1 .25.0 STANDPIPE 7/11/2022 9:48:04AM Page 5 Job Name: OCEAN Remote Area Number: STANDPIPE Date: 7/11/2022 lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier I Actual Inside Diameter 4.87 Value Of C 100 130 140 150 I = Factor Schedule 40 Steel Pipe Inside Diameter J Multiplying Factor 0.713 116 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 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111h° Elbow Ee2 22V2° 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 GloV Globe Valve CV 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 (, 0 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1 .25.0 STANDPIPE 7/11/2022 9:48:04AM Page 6