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HomeMy WebLinkAbout1630 FARADAY AVE; ; FPC2021-0126; PermitPERMIT REPORT Fire Permit Print Date: 12/16/2021 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: 1630 FARADAY AVE, CARLSBAD, CA 92008-7313 FIRE-Construction Commercial Work Class: 2121302200 $0.00 Track#: lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Fire Sprinklers Description: ELAGO -REVISED PLANS FOR SPRINKLER ESFR UPGRADE (122 HEADS) Applicant: A AND D FIRE SPRINKLERS INC STEVE SHERWOOD 7130 CONVOY CT SAN DIEGO, CA 92111-1019-SAN DIEGO (8S8) 277-3473 FEE FIRE NFPA 13 or 13R System> 100 heads FIRE Plan Review (per hr -Regular Office Hours) FIRE Reinspection (per Inspection) Total Fees: $1,089.50 Total Payments To Date: Fire Department $1,089.50 (city of Carlsbad Permit No: FPC2021-0126 Status: Closed -Finaled Applied: 07/09/2021 Issued: 07/21/2021 Finaled Close Out: 12/16/2021 Inspector: Final Inspection: FPContractor: A AND D FIRE SPRINKLERS INC 7130 CONVOY CT SAN DIEGO, CA 92111-1019 (858) 277-3473 Balance Due: AMOUNT $6S4.00 $223.50 $212.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-4665 I 760-602-8561 f I www.carlsbadca.gov Hydraulic Calculations for Project Name: ELAGO ESFR UPGRADE Location: 1630 FARADAY AVE, CARLSBAD, CA 92008, DrawinQ Name: Service Faraday Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Pressure Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In-rack Demand: Hose Streams: AREA 1 HIGH PILE STORAGE ESFR GROUPA 35.000 NA 100ft2 Upright 12 0 N/A gpm at Node: 250.00 at Node: N/A 3 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 3: 1469.60@87.444 Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent NIA Name of Contractor: A&D FIRE Address: 7130 CONVOY CT, SAN DIEGO, CA 92111 Phone Number: Name of designer: Authority Having Jurisdiction: CARLSBAD FIRE Notes: Automatic peaking results Left: N/A Right: N/A ~ M.E.P.CAD, Inc. id!AutoSPRINK 2020 v16.3.9.0 AREA 1 Calculation Date: 9/29/2021 Allowance at Source (Safety Margin = 5.556) 9/29/2021 7:59:32AM Page 1 "iii Q. ~ ::, <II <II !!! CL Job Name: ELAGO ESFR UPGRADE Remote Area Number: AREA 1 100 ~ I I A~ilable Supply : Stat ic Pressure 93.000 90 : 1~.60@93.000 -1219.60@87.444 I -- Hydraulic Graph N 1.ss I 2800.00 C 93.000 - ►-• I -1469.60 with Hose Allowance at Source --- 80 - : --- - 70 - - 60 50 O:ystem demand curv" -- 40 ---- 30 : : -----: 20 -: ----10 : : ---- 0 --11111111 111111 1 11 111111111 11 11 11111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0550 1100 1650 2200 ~© M.E.P.CAD, Inc. 2750 3300 AutoSPRINK 2020 v16.3.9.0 3850 Flow -gpm 4400 9/29/2021 7:59:33AM Date: 9/29/2021 Water Supply Summary Sheet Node:3 I I I I 4950 5500 PaJ:1e 2 ill jsu~mary Of Outflowing Devices Actual Flow Device loom) c') Sorinkler 501 99.39 Sprinkler 502 99.66 Sprinkler 503 100.61 Sprinkler 504 102.63 Sprinkler 508 102.04 Sprinkler 509 102.33 Sprinkler 510 103.38 Sprinkler 511 105.59 Sprinkler 515 99.79 Sprinkler 516 100.06 Sprinkler 517 101 .03 Sprinkler 518 103.07 ¢ Most Demanding Sprinkler Data iln, © M.E.P.CAD, Inc. ill AutoSPRINK 2020 v16.3.9.0 Minimum Flow K-factor loom) (Kl 99.39 16.8 99.39 16.8 99.39 16.8 99.39 16.8 99.39 16.8 99.39 16.8 99.39 16.8 99.39 16.8 99.39 16.8 99.39 16.8 99.39 16.8 99.39 16.8 Pressure (psi) 35.000 35.188 35.868 37.318 36.893 37.104 37.869 39.501 35.284 35.475 36.166 37.640 Job Number: SOS 1230074 Report Description: ESFR (AREA 1) Density /oompft2l N/A N/A N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A 9/29/2021 7:59:35AM Page 3 Job Name: ELAGO ESFR UPGRADE Remote Area Number: AREA 1 Elev 1 Flow added Node 1 (Foot) K-Factor this step (q) Elev 2 Total Flow Node 2 (Foot) (Q) 501 29'-5½ 16.8 99.39 18 28'-0 99.39 18 28'-0 19 28'-0 99.39 19 28'-0 99.66 20 28'-0 199.05 20 28'-0 100.61 21 28'-0 299.66 21 28'-0 102.63 22 25'-0 402.29 22 25'-0 79 25'-0 402.29 79 25'-0 413.35 85 25'-0 815.64 85 25'-0 403.96 236 0'-6 1219.60 236 0'-6 2 4'-0 1219.60 2 4'-0 8 4'-0 1219.60 8 4 '-0 7 -3'-0 1219.60 Nominal ID Actual ID 1¼ 1.4180 2½ 2.6350 2½ 2.6350 2½ 2.6350 2½ 2.6350 8 8.2490 8 8.2490 8 8.2490 8 8.2490 8 8.3900 8 8.2490 ~ © M.E.P.CAO, Inc. •!I AutoSPRINK 2020 v16.3.9.0 Date: 9/29/2021 Pipe Information Length C Factor Notes Fittings & Total(Pt) (Foot) Fitting/Device (Equivalent Devices Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Equiv. (Foot) Loss Per Unit Length Total (psi) when applicable, are added Friction(Pf) directly to (Pf) and shown as (Foot) (Foot) -.. ·- (See 3'-5½ 120 35.000 •••••Route 1 • • • • • Notes) Sprinkler, 10'-3½ 0.636 0.582204 E(3'-5), PO(6'-10) 13'-9 7.999 8'-0 120 43.635 0.028480 8'-0 0.228 8'-0 120 43.862 Flow (q) from Route 2 0.102925 8'-0 0.823 8'-0 120 44.686 Flow (q) from Route 5 0.219392 8'-0 1.755 (See 6'-11 120 46.441 Notes) Flow (q) from Route 9 32'-11½ 1.301 0.378311 2PO(16'-5½) 39'-10½ 15.084 14'-0 120 62.825 0.001459 14'-0 0.020 13'-0 120 62.846 Flow (q) from Route 7 0.005396 13'-0 0.070 (See 143'-2 120 62.916 Notes) Flow (q) from Route 3 42'-3½ 10.613 0.011357 2E(21'-1½), Gauge 1 185'-5½ 2.106 (See 4'-6 140 75.635 Notes) 28'-1½ 1.951 0.008539 E(28'-1 ½) 32'-7½ 0.279 (See 143'-0½ 140 77.864 Notes) 61'-1 0.007863 2E(30'-6½) 204'-1 1.605 (See 17'-3½ 120 79.469 Notes) 63'-5 -0.434 0.011357 3E(21'-1 ½), BFP(-6.000) 80'-8½ 6.917 AREA1 9/29/2021 7:59:37AM Page4 Job Name: ELAGO ESFR UPGRADE Remote Area Number: AREA 1 Elev 1 Flow added Node 1 (Foot) K-Factor this step (q) Elev 2 Total Flow Node2 (Foott (Q) 7 -3'-0 10 -3'-0 1219.60 10 -3'-0 1 -3'-0 1219.60 1 -3'-0 3 2'-9½ 1219.60 250.00 3 1469.60 502 29'-5½ 16.8 99.66 19 28'-0 99.66 515 29'-5½ 16.8 99.79 80 28'-0 99.79 80 28'-0 82 28'-0 99.79 82 28'-0 100.06 83 28'-0 199.86 83 28'-0 101.03 84 28'-0 300.89 84 28'-0 103.07 85 25'-0 403.96 Nominal ID Actual ID 8 8.3900 6 6.2800 6 6.3570 1¼ 1.4180 1¼ 1.4180 2½ 2.6350 2½ 2.6350 2½ 2.6350 2½ 2.6350 ~© M.E.P.CAO, Inc. ti AutoSPRINK 2020 v16.3.9.0 Pipe Information Length C Factor Fittings & (Foot) Devices Fitting Pf Friction Equiv. (Foot) Losa Per Unit Length Total (psi) (Foot) (Foot) (See 111'-5½ 140 Notes) 125'-6½ 0.007863 237'-0 (See 32'-4 140 Notes) 26'-9½ 0.032228 59'-1 ½ (See 5'-9½ 120 Notes) 0.040394 5'-9½ (See 3'-5½ 120 Notes) 10'-3½ 0.585097 13'-9 (See 2'-9½ 120 Notes) 10'-3½ 0.586577 13'-1 8'-0 120 0.028694 8'-0 8'-0 120 0.103700 8'-0 8'-0 120 0.221056 8'-0 (See 6'-11 120 Notes) 32'-11½ 0.381219 39'-10½ AREA 1 Date: 9/29/2021 Total(Pt) Notes Fitting/Device (Equivalent Elev(Pe) Length) Fixed Pressure Losses, when applicable, are added Frictlon(Pf) directly to (Pf) and shown as .. ··-···- 85,952 1.863 GV(6'-9½), 2T(59'-4½) 87.816 1.905 GV(4'-8½), E(22'-1) 89.721 -2.511 0.234 Water Supply 87.444 Hose Allowance At Source Total(Pt) Route 1 35.188 •••••Route 2 • • • • • Sprinkler, 0.636 8.039 E(3'-5), PO(6'-10) 43.862 Total(Pt) Route 2 35.284 •••••Route 3 • • • • • Sprinkler, 0.636 7.668 E(3'·5), PO(6'-10) 43.588 0.230 43.817 Flow (q) from Route 4 0.830 44.647 Flow (q) from Route 6 1.768 46.415 Flow (q) from Route 10 1.301 15.200 2P0(16'-5½) 62.916 Total(Pt) Route 3 9/29/2021 7:59:37AM Page 5 Job Name: ELAGO ESFR UPGRADE Remote Area Number: AREA 1 Elev 1 Flow added Node 1 K-factor this step (Foot) (q) Elev 2 Total Flow Node 2 (Foot) (Q) 516 29'-5½ 16.8 100.06 82 28'-0 100.06 503 29'-5½ 16.8 100.61 20 28'-0 100.61 517 29'-5½ 16.8 101.03 83 28'-0 101.03 508 29'-5½ 16.8 102.04 68 28'-0 102.04 68 28'-0 69 28'-0 102.04 69 28'-0 102.33 70 28'-0 204.38 70 28'-0 103.38 71 28'-0 307.76 71 28'-0 105.59 79 25'-0 413.35 509 29'-5½ 16.8 102.33 69 28'-0 102.33 Nominal ID Actual ID 1¼ 1.4180 1¼ 1.4180 1¼ 1.4180 1¼ 1.3800 2½ 2.6350 2½ 2.6350 2½ 2.6350 2½ 2.6350 1¼ 1.3800 (&@M.E.P.CAD, Inc. ifl AutoSPRINK 2020 v16.3.9.0 Date: 9/29/2021 Pipe Information Length C Factor Notes Fittings & (Foot) Total(pt) Devices Fitting/Device (Equivalent Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Equiv. (Foot) Loss Per Unit when applicable, are added Length Total (psi) (Foot) F rlctlon(Pf) directly to (Pf) and shown as (Foot) (See 2'-9½ 120 35.475 •••••Route 4 • • • • • Notes) Sprinkler, 10'-3½ 0.636 0.589516 E(3'-5), PO(6'-10) 13'-1 7.706 43.817 Total(Pt) Route 4 (See 3'-5½ 120 35.868 • ••••Route 5 • • • • • Notes) Sprinkler, 10'-3½ 0.636 0.595546 E(3'-5), PO(6'-10) 13'-9 8.182 44.686 Total(Pt) Route 5 (See 2'-9½ 120 36.166 • • • • • Route 6 • • • • • Notes) Sprinkler, 10'-3½ 0.636 0.600127 E(3'-5), PO(6'-10) 13'-1 7.845 44.647 Total(Pt) Route 6 (See 1'-5½ 120 36.893 • • • • • Route 7 • • • • • Notes) Sprinkler, 6'-0 0.636 0.697725 P0(6'-0) T-5½ 5.209 8'-0 120 42.738 0.029902 8'-0 0.239 8'-0 120 42.977 Flow (q) from Route 8 0.108081 8'-0 0.865 8'-0 120 43.842 Flow (q) from Route 11 0.230486 8'-0 1.844 (See 6'-11 120 45.685 Notes) Flow (q} from Route 12 32'-11 ½ 1.301 0.397773 2PO(16'-5½) 39'-10½ 15.860 62.846 Total(Pt) Route 7 (See 1'-5½ 120 37.104 •••••Route 8 • • • • • Notes) Sprinkler, 6'-0 0.636 0.701426 PO(6'-0) 7'-5½ 5.237 42.977 Total(Pt) Route 8 AREA1 9/29/2021 7:59:37AM Page 6 Job Name: ELAGO ESFR UPGRADE Remote Area Number: AREA 1 Elev 1 Flow added Node 1 (Footl K-Factor this step (q) Elev2 Total Flow Node2 (Foot) (Q) 504 29'-5½ 16.8 102.63 21 28'-0 102.63 518 29'-5½ 16.8 103.07 84 28'-0 103.07 510 29'-5½ 16.8 103.38 70 28'·0 103.38 511 29'-5½ 16.8 105.59 71 28'·0 105.59 Nominal ID Actual 10 1¼ 1.4180 1¼ 1.4180 1¼ 1.3800 1¼ 1.3800 llt,,©M.E.P.CAD, Inc. •• AutoSPRINK 2020 v16.3.9.0 Date: 9/29/2021 Pipe Information Length C Factor Notes Fittings & Total(Pt) Devices (Foot) Fitting/Device (Equivalent Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Equiv. (Foot) Loss Per Unit Length Total (psi) when applicable, ■re added Frlction(Pf) directly to (Pf) and shown as (Foot) (Foot) (See 3'-5½ 120 37.318 •••••Route 9 • • • • • Notes) Sprinkler, 10'-3½ 0.636 0.617778 E(3'-5), PO(6'· 10) 13'-9 8.488 46.441 Total(Pt) Route 9 (See 2'-9½ 120 37.640 •••••Route 10 • • • • • Notes) Sprinkler, 10'-3½ 0.636 0.622707 E(3'-5), PO(6'· 10) 13'-1 8.140 46.415 Total(Pt) Route 10 (See 1'-5½ 120 37.869 •••••Route 11 • • • • • Notes) Sprinkler, 6'-0 0.636 0.714790 P0(6'-0) 7'-5½ 5.337 43.842 Total(Pt) Route 11 (See 1'-5½ 120 39.501 •••••Route 12 • • • • • Notes) Sprinkler, 6'-0 0.636 0.743231 PO(6'·0) 7'-5½ 5.549 45.685 Total(Pt) Route 12 AREA 1 9/2912021 7:59;37AM Page? Job Name: El'AGO ESFR UPGRADE Remote Area Number: AREA 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ( Actual Inside Diameter ) 4.87 Schedule 40 Steel Pipe Inside Diameter Fittings Legend I ALV Alarm Valve AngV BalV Ball Valve BFP C Cross Flow Turn 90° cplg CV Check Valve DelV E 90° Elbow EE Ee2 22½0 Elbow f I IC Value Multlpller I Value OfC 100 130 140 = Factor Multil!!~ing Factor 0 ZlJ l 16 l 33 Angle Valve b Bushing Backflow Preventer BV Butterfly Valve Coupling Cr Cross Run Deluge Valve DPV Dry Pipe Valve 45° Elbow Ee1 11¼0 Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° Firelock(TM) Elbow fEE 45° Firelock(TM) Elbow Ilg 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 PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter s Supply sCV Swing Check Valve 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. •• AutoSPRINK 2020 v16.3.9.0 AREA 1 9129/2021 7:59:37AM Date: 9/29/2021 150 j 51 Page 8