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HomeMy WebLinkAbout906 PINE AVE; ; FPR2018-0110; PermitPERMIT REPORT (City of Carlsbad I mu;(~) ~~ i Print Date: 08/29/2022 Permit No: FPR2018-0110 Job Address: 906 PINE AVE, CARLSBAD, CA 92008-2431 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Single Family Fire Sprinkl Parcel #: 2041111100 Track #: Applied: 05/17/2018 Valuation: $974,046.80 Lot #: Issued: Occupancy Group: Project #: DEV2017-0030 Finaled Close Out: 12/06/2019 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Fieri, Dominic Plan Check #: Maldonado, Adalmira Project Title: 906 PINE AVENUE Description: PINE AVENUE TRIPLEX - SPRINKLER NFPA 13R (89 HEADS) (SMERUD) 3-UNIT APT BUILDING Applicant: FPContractor: SYMONS FIRE PROTECTION SYMONS FIRE PROTECTION INC ANGELA ZUMAYA 9475 CHESAPEAKE DR 12155 PAINE PL SAN DIEGO, CA 92123-1336-SAN DIEGO POWAY, CA 92064-7154 (619) 588-6364 (619) 588-6364 FEE AMOUNT FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $132.00 Total Fees: $964.00 Total Payments To Date: $964.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov I . FfK2.019--oflo SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY,CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR PINE AVENUE TRIPLEX REMOTE AREA 4 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 18-0130 05-09-18 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R2 DENSITY: .05 gpm/256 sq. ft. AREA OF APPLICATION: 1,024 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 57.4 gpm TOTAL WATER REQUIRED (including hose): 57.4 gpm (0 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 7 BOR): 57.4 gpm @ 56.7 psi SPRINKLER K-FACTOR (ORIFICE SIZE) : 4.9 DESIGN/LAYOUT BY: JOBANNY ECI-JEVERRIA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 81 psi (-10% 72PSI) RESIDUAL: 58 psi FLOW: 500 gpm WATER DEPARTMENT: CARLSBAD MUN.WATER DIST. 08-14-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/11/2018 S:\JJ\HASS\18-0130 .SDF JOB TITLE: PINE AVENUE TRIPLEX - 4 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 72.0 58.0 500.0 71.7 57.4 71.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 57.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 57.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 71.6 57.4 2 3.0 - - - - 68.8 - - - 3 5.0 - - - - 67.9 - - - 4 5.0 - - - - 63.9 - - - 5 3.0 - - - - 64.7 - - - 6 3.0 - - - - 64.1 - - - 7 7.0 - - - - 56.5 - - - 8 13.0 - - - - 47.7 - - - 9 13.0 - - - - 38.6 - - - 10 13.0 - - - - 32.9 - - - 11 13.0 - - - - 32.7 - - - 12 23.0 - - - - 23.4 - - - 13 23.0 - - - - 21.4 - - - 14 23.0 - - - - 24.0 - - - 15 23.0 - - - - 22.6 - - - 16 33.0 - - - - 14.2 - - - 17 33.0 - - - - 10.9 - - - 18 33.0 K= 4.90 10.3 15.7 19 33.0 K= 4.90 7.0 13.0 20 33.0 - - - - 9.8 - - - 21 33.0 K= 4.90 9.3 15.0 22 33.0 - - - - 9.8 - - - 23 33.0 K= 4.90 7.8 13.7 24 33.0 - - - - 14.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/11/2018 S:\JJ\HASS\18-0130 .SDF JOB TITLE: PINE AVENUE TRIPLEX - 4 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 57.4 1.959 PL 20.00 PF 1.5 1 0.0 SRCE 71.6 (N/A) 6.1 150 FTG TG PE -1.3 2 3.0 0.0 68.8 0.0 0.029 TL 52.00 PV Pipe: 2 57.4 1.985 PL 2.00 PF 0.1 2 3.0 0.0 68.8 0.0 6.0 150 FTG 1.0 PE -0.9 3 5.0 0.0 67.9 0.0 0.027 TL 3.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 5.0 0.0 67.9 0.0 4.0 psi, 57.4 gpm 4 5.0 0.0 63.9 0.0 Pipe: 4 57.4 1.985 PL 2.00 PF 0.1 4 5.0 0.0 63.9 0.0 6.0 150 FTG 1.0 PE 0.9 5 3.0 0.0 64.7 0.0 0.027 TL 3.00 PV Pipe: 5 57.4 1.985 PL 20.00 PF 0.6 5 3.0 0.0 64.7 0.0 6.0 150 FTG 1.0 PE 0.0 6 3.0 0.0 64.1 0.0 0.027 TL 21.00 PV Pipe: 6 57.4 1.265 PL 5.00 PF 5.8 6 3.0 0.0 64.1 0.0 14.7 150 FTG 19.0 PE -1.7 7 7.0 0.0 56.5 0.0 0.243 TL 24.00 PV Pipe: 7 57.4 1.101 PL 6.00 PF 6.2 7 7.0 0.0 56.5 0.0 19.3 150 FTG 7.0 PE -2.6 8 13.0 0.0 47.7 0.0 0.478 TL 13.00 PV Pipe: 8 57.4 1.101 PL 6.00 PF 9.1 8 13.0 0.0 47.7 0.0 19.3 150 FTG 13.0 PE 0.0 9 13.0 0.0 38.6 0.0 0.478 TL 19.00 PV Pipe: 9 34.9 1.101 PL 18.00 PF 5.7 9 13.0 0.0 38.6 0.0 11.8 150 FTG 12.0 PE 0.0 10 13.0 0.0 32.9 0.0 0.191 TL 30.00 PV Pipe: 10 22.5 1.101 PL 53.00 PF 5.9 9 13.0 0.0 38.6 0.0 7.6 150 FTG 17.0 PE 0.0 11 13.0 0.0 32.7 0.0 0.084 TL 70.00 PV Pipe: 11 3.0 1.101 PL 71.00 PF 0.2 10 13.0 0.0 32.9 0.0 1.0 150 FTG 25.0 PE 0.0 11 13.0 0.0 32.7 0.0 0.002 TL 96.00 PV Pipe: 12 31.9 1.101 PL 15.00 PF 5.2 10 13.0 0.0 32.9 0.0 10.8 150 FTG 17.0 PE -4.3 12 23.0 0.0 23.4 0.0 0.162 TL 32.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/11/2018 S:\JJ\HASS\18-0130 .SDF JOB TITLE: PINE AVENUE TRIPLEX - 4 HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 25.5 1.101 PL 21.00 PF 4.4 11 13.0 0.0 32.7 0.0 8.6 150 FTG 20.0 PE -4.3 14 23.0 0.0 24.0 0.0 0.106 TL 41.00 PV Pipe: 14 18.5 1.101 PL 22.00 PF 2.0 12 23.0 0.0 23.4 0.0 6.2 150 FTG 12.0 PE 0.0 13 23.0 0.0 21.4 0.0 0.059 TL 34.00 PV Pipe: 15 13.4 1.101 PL 7.00 PF 0.8 12 23.0 0.0 23.4 0.0 4.5 150 FTG 18.0 PE 0.0 15 23.0 0.0 22.6 0.0 0.033 TL 25.00 PV Pipe: 16 -12.2 1.101 PL 59.00 PF 2.6 13 23.0 0.0 21.4 0.0 4.1 150 FTG 37.0 PE 0.0 14 23.0 0.0 24.0 0.0 0.027 TL 96.00 PV Pipe: 17 30.7 1.101 PL 10.00 PF 2.9 13 23.0 0.0 21.4 0.0 10.3 150 FTG 9.0 PE -4.3 16 33.0 0.0 14.2 0.0 0.150 TL 19.00 PV Pipe: 18 13.3 1.101 PL 30.00 PF 1.4 14 23.0 0.0 24.0 0.0 4.5 150 FTG 15.0 PE 0.0 15 23.0 0.0 22.6 0.0 0.032 TL 45.00 PV Pipe: 19 26.7 1.101 PL 17.00 PF 3.9 15 23.0 0.0 22.6 0.0 9.0 150 FTG 17.0 PE -4.3 24 33.0 0.0 14.3 0.0 0.116 TL 34.00 PV Pipe: 20 32.5 1.101 PL 11.00 PF 3.3 16 33.0 0.0 14.2 0.0 11.0 150 FTG 9.0 PE 0.0 17 33.0 0.0 10.9 0.0 0.167 TL 20.00 PV Pipe: 21 -1.8 1.101 PL 80.00 PF 0.1 16 33.0 0.0 14.2 0.0 0.6 150 FTG 32.0 PE 0.0 24 33.0 0.0 14.3 0.0 0.001 TL 112.00 PV Pipe: 22 15.7 1.101 PL 2.00 PF 0.6 17 33.0 0.0 10.9 0.0 5.3 150 FTG 11.0 PE 0.0 18 33.0 4.9 10.3 15.7 0.044 TL 13.00 PV Pipe: 23 16.8 1.101 PL 12.00 PF 1.0 17 33.0 0.0 10.9 0.0 5.7 150 FTG 9.0 PE 0.0 20 33.0 0.0 9.8 0.0 0.049 TL 21.00 PV Pipe: 24 15.0 1.101 PL 2.00 PF 0.5 20 33.0 0.0 9.8 0.0 5.0 150 FTG 11.0 PE 0.0 21 33.0 4.9 9.3 15.0 0.040 TL 13.00 PV Pipe: 25 1.8 1.101 PL 18.00 PF 0.0 20 33.0 0.0 9.8 0.0 0.6 150 FTG 14.0 PE 0.0 22 33.0 0.0 9.8 0.0 0.001 TL 32.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSTS Page 4 DATE: 5/11/2018 S:\JJ\HASS\18-0130 .SDF JOB TITLE: PINE AVENUE TRIPLEX - 4 HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 26.7 1.101 PL 8.00 PF 2.0 22 33.0 0.0 9.8 0.0 9.0 150 FTG 9.0 FE 0.0 23 33.0 4.9 7.8 13.7 0.116 TL 17.00 PV Pipe: 27 13.0 1.101 PL 15.00 PF 0.8 23 33.0 4.9 7.8 13.7 4.4 150 FTG 11.0 PE 0.0 19 33.0 4.9 7.0 13.0 0.031 TL 26.00 PV Pipe: 28 -24.9 1.101 PL 21.00 PF 4.5 22 33.0 0.0 9.8 0.0 8.4 150 FTG 23.0 PE 0.0 24 33.0 0.0 14.3 0.0 0.102 TL 44.00 PV NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.154 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.3 ft/sec at pipe 8. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 71.74 psi with a flow of 57.46 gpm. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/11/2018 S:\JJ\HASS\18-0130.SDF JOB TITLE: PINE AVENUE TRIPLEX - 4 HEAD CALC PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEil ChkViv BfyViv GatVlv AlmChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.265 1.96 3.93 1.31 4.58 3.93 0.65 6.55 6.55 3.93 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 1.959 7.00 15.00 3.00 4.50 0.50 17.00 0.00 0.00 C C It, C. C U-, 0 H 1ri -d U) fa (D. aD LI) -H U) (v 0) a co C F4 C C/) r C 10 0 C N C C C C C C C C C C C C C C C C C C H U) N LI) m CN H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/11/2018 S:\JJ\HASS\18-0130 .SDF JOB TITLE: PINE AVENUE TRIPLEX - 4 HEAD CALC SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/11/2018 5:\JJ\HASS\18-0130.SDF JOB TITLE: PINE AVENUE TRIPLEX - 4 HEAD CALC WATER SUPPLY CURVE 720\ I \\ I \\ 66+ \\ I \\ I \\ \\ 60+ \\ I * <-58.0 psi @ 500 gpm I Flow Test Point 54+ P 48+ R I E I S I S 42+ U I R I E I 36+ P S I I 30+ 24+ 18+ 12+ LEGEND I I, X = Required Water Supply I 71.64 psi 8 57.4 gpm 6+ I 0 = Available Water Supply I 71.74 psi 8 57.4 gpm I, + ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)