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Home My WebLink About4970 AVENIDA ENCINAS; ; AS040174City of Carlsbad Sprinkler Permit Permit No: A5040174 4970 AVEN IDA Job Address: ENCINAS Permit Type: SPRINK Parcel No: 2100110400 Lot #: 0 Status: ISSUED Applied 11/24/2004 Approved: 11/24/2004 Reference No.: Issued: 11/24/2004 PC #: Inspector: Project Title: CANNON COURT HOTEL SIX FIRE SPRINKLER INSPECTIONS @ $55 EA Applicant: Owner: JABUZACORP P0 8617 RANCHO SANTA FE CA 858 756-5338 Fees ($) AddI Fees ($) Total ($) Balance ($) 330 0 330 0 SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Cannon Court Hotel 446 Avenida Encinas 'qtO Carlsbad, CA. 'FILE NUMBER: 05-104-peaked DATE: JUN 2, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: . S3 - Ordinary I DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1620 sq. ft. COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 264.1 gpm TOTAL WATER REQUIRED (including hose): 514.2 gpm FLOW AND PRESSURE (0 BOR): .264.2 gpm 0 57.6 psi SPRINKLER ORIFICE SIZE: 3/4 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE * 27091255 ) HRS SYSTEMS, INC. CITY OF CARLSL3IW FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon, conditions In correspondence and conformance with pplicabiZo The stamping Of thesql not be held to permit or apgiy &pr of any law I FILE COPY GA 30084 ED6/ 0 NOTED ppR0'i RESU8M \ o NOI R OC \ ThE E CC GIVER IVI EONSIBL \ 0" \ 10 BE COflR~AED ThE FOR ,,NORK Of _- '---- As o+o 14 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/2/2005 C:\HASS77\05-104-PEAKED.SDF JOB TITLE: Cannon Court Hotel - Parking Garage 18x18 Spacing 5-Head Caic. 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 77.4 72.0 1350.0 76.5 514.2 74.6 AGGREGATE FLOW ANALYSIS: p TOTAL FLOW AT SOURCE 514.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES . 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 264.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) . (PSI) (GPM) 1 -3.0 SOURCE 74.6 364.2 2 0.0 - - - - . 72.9 - - - 3 0.0 - - - - 58.9 - - - 3A 0.0 ---- 58.7 4 0.0 - - - - 58.6 - - - 5 0.0 - - - - 57.6 - - - 6 0.0 HOSE STREAM 57.6 100.0 7 0.0 - - - - 57.6 - - - 10 8.5 ---- 52.6 10A 8.5 - - - - 52.1 - - - 11 8.5 - - - - 52.1 - - - 12 8.5 - - - - 51.3 13 8.5 - - - - 49.4 14 8.5 - - - - 48.9 - - - 15 8.5 - - - - 48.5 - - - 16 8.5 - - - - 48.1 - - - 17 8.5 - - - - 47.9 - - - 18 8.5 - - - - 47.8 - - - 20 8.5 - - - - . 45.3 - - - 21 .8.5 - - - - 45.3 22 8.5 - --- 45.3 23 8.5 - - - - 45.2 - - - 24 8.5 - - - 40.5 - - - 25 8.5 - - - - 40.1 - - - 26 8.5 - - - - 39.5 - - - 27 8.5 - - - - 38.6 - - 28 8.5 - - - - 36.5 - -. - 29 8.5 - - - - 35.8 -. - - 30 8.5 - - - -. 41.9 - - - 31 8.5 - - - - 41.8 - - - 32 8.5 - - - - 41.4 - - - 33 8.5 - - - - 41.2 - - - 34 8.5 - - - 41.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2005 C:\HASS77\05-104-PEAKED.SDF JOB TITLE: Cannon Court Hotel - Parking Garage 18x18 Spacing 5-Head Calc. NODE ANALYSIS DATA NODE TAG ELEVATION. NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Si 8.5 - - - - 29.4 - - - S2 8.5 K11.20 26.7 57.9 S3 8.5 K=11.20 26.7 57.9 S4 8.5 K=11.20 19.7 49.6 S5 8.5 K=11.20 19.1 49.0 S6 8.5 K=11.20 19.7 49.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/2/2005 C:\HASS77\05104PEAKED.SDF JOB TITLE: Cannon Court Hotel - Parking Garage 1.8x18 Spacing 5-Head Caic. 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: 1 364.2 6.090 PL 22.00 PF 0.3 1 -3.0 SRCE 74.6 (N/A) 4.0 150 FTG ETG PE -1.3 2 0.0 0.0 72.9 0.0 0.004 TL 94.46 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE, 2 0.0 0.0 ' 72.9 0.0 14.0 psi, 364.1 gpm 3 0.0 0.0 58.9 0.0 Pipe: 3 364.1 6.090 PL 32.00 PF 0.3 3 0.0 0.0 58.9 0.0 4.0 150 FTG 2E PE 0.0 3A 0.0 0.0 58.7 0.0 0.004 TL 75.17 PV Pipe: 3A 364.1 6.065 PL 5.00 PF. 0.1 3A 0.0 0.0 58.7 0.0 4.0 140 FTG E PE 0.0 4 ' 0.0 0.0 58.6 ' 0.0 0.004 TL 23.62 PV Pipe: 4 364.1 4.310 PL 4.00 PF 0.9 4 0.0 0.0 58.6 0.0 8.0 120 FTG 28.0 PE 0.0 5 0.0 0.0 57.6 0.0 0.029 TL 32.00 PV Pipe: .5 364.1 4.310 PL 1.50 PF 0.0 5 0.0 0.0 57.6 0.0 '8.0 120 FTG ---- PE 0.0 6 0.0 H.S.. 57.6 100.0 0.029 TL 1.50 PV Pipe: 5A ' 0.0 4.310 PL 1.50 PF 0.0 6 0.0 H.S. 57.6 100.0 0.0 120 FTG ---- PE 0.0 7 0.0 0.0 57.6 0.0 0.000 TL 1.50 PV Pipe: 6 ' 264.1 4.310 PL 8.50 PF 1.3 6 0.0 H.S. 57.6 100.0 5.8 120 FTG TCB PE -3.7 10 8.5 0.0 52.6 0.0 0.016 TL 83.76 PV Pipe: 6A 264.1 4.310 PL 12.00 PF 0.5 10 8.5 0.0 52.6 0.0 5.8 120 FTG 20.5 PE 0.0 10A 8.5 0.0 52.1 0.0 0.016 TL 32.50 PV Pipe: 6B . ' 264.1 3.314 PL 0.50 PF 0.0 10A 8.5 0.0 52.1 0.0 9.8 120 FTG ---- PE 0.0 11 8.5 0.0 52.1 0.0 0.057 TL 0.50 PV Pipe: 7 ' 236.2 3.314 PL 16.50 PF 0.8 11 8.5 '0.0 52.1 0.0 8.8 120 FTG '---- PE 0.0 12 8.5 0.0 51.3 0.0 0.046 TL 16.50 PV Pipe: 8 ' 209.2 3.314 PL 30.00 PF 1.9 12 8.5 0.0 51.3 ' 0.0 7.8 120 FTG 20.5 ' PE 0.0 13 8.5 0.0 49.4 0.0 0.037 TL 50.50 .PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/2:/2005 C:\HASS77\05-104-PEAKED.SDF JOB TITLE: Cannon Court Hotel - Parking Garage 18x18 Spacing 5-Head Caic. - 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: 9 187.0 3.314 PL 16.00 PF 0.5 13 8.5 0,0 49.4 0.0 .7.0 120 FTG ---- PE 0.0 14 8.5 0.0 48.9 0.0 0.030 TL 16.00 PV Pipe: 10 168.0 3.314 PL 18.00 PF 0.4 14 8.5 0.0 48.9 0.0 6.2 120 FTG ---- PE 0.0 15 8.5 0.0 48.5 0.0 0.025 TL 18.00 PV Pipe: 11 150.6 3.314 PL 18.00 PF 0.4 15 8.5 0.0 .48.5 0.0 5.6 120 FTG ---- PE 0.0 16 8.5 0.0 48.1 0.0 0.020 TL 18.00 PV Pipe: 12 132.2 3.314 PL 18.00 PF 0.3 16 8.5 0.0 48.1 0.0 4.9 120 FTG ---- PE 0.0 17 8.5 0.0 47.9 0..0 0.016 TL 18.00 PV Pipe: 13 73.6 3.314 PL 18.00 PF 0.1 17 8.5 0.0 47.9 0.0 2.7 120 FTG ---- PE 0.0 18 8.5 0.0 47.8 0.0 0.005 TL 18.00 PV Pipe: 14 . -12.9 2.203 PL 16.00 PF 0.0 20 8.5 0.0 45.3 0.0 1.1 120 FTG ---- PE 0.0 21 . 8.5 0.0 45.3 0.0 . 0.002 TL 16.00 PV Pipe: 15 6.1 2.203 PL 18.00 PF 0.0 21 8.5 0.0 45.3 0.0 0.5 120 FTG ---- PE 0.0 22 8.5 0.0 45.3 0.0 0.000 TL 18.00 .PV Pipe: 16 23.5 2.203 PL 18.00 PF 0.1 22 8.5 0.0 45.3 0.0 2.0 120 FTG ---- PE 0.0 23 8.5 0.0 45.2 O.V 0.005.TL 18.00 PV Pipe: 17 . 51.9 2.203 PL 18.00 PF 0.4 24 8.5 0.0. 40.5 0.0 4.4 120 FTG ---- PE 0.0 25 8.5 0.0 40.1 0.0 0.020 TL 18.00 PV Pipe: 18 68.8 2.203 PL 18.00 PF 0.6 25 8.5 0.0 40.1 0.0 5.8 120 FTG ---- PE 0.0 26 8.5 0.0 39.5 0.0 0.03.4 TL 18.00 PV Pipe: 19 90.0 2.203 PL 16.00 PF 0.9 26 8.5 0.0 39.5 0.0 7.6 120 FTG ---- PE 0.0 27 8.5 0.0 38.6 0.0. 0.057 TL 16.00 PV Pipe: 20 131.9 2.203 PL 18.00 PF 2.1 27 8.5 0.0 38.6 0.0 11.1 120 FTG ---- FE 0.0 28 8.5 0.0 36.5 0.0 0.115 TL 18.00 PV Pipe: 21 74.7 2.203 FL 18.00 PF 0.7 28 8.5 0.0 36.5 0.0 6.3 120 FTG ---- FE 0.0 29 8.5 0.0 35.8 0.0 0.040 TL 18.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/2/2005 C:\HASS77\05-104-PEAKED.SDF JOB TITLE: Cannon Court Hotel - Parking Garage 18x].8 Spacing 5-Head Caic. 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: 22 27.9 2.203 PL 16.50 PF 0.1 30 . 8.5 0.0 41.9 0.0 2.4 . 120 FTG ---- PE 0.0 31 8.5 0.0 41.8 0.0 0.007 TL 16.50 PV Pipe: 23 54.9 2.203 PL 18.00 PF 0.4 31 8.5 0.0 41.8 0.0 4.6 120 FTG ---i-- PE 0.0 32 8.5 0.0 41.4 0.0 0.023 TL 18.00 PV Pipe: 24 38.1 2.203 PL 18.00 PF 0.2 32 8.5 0.0 .41.4 0.0 3.2 120 FTG ---- PE 0.0 33 8.5 0.0 41.2 0..0 0.012-TL 18.00 PV Pipe: 25 21.2 2.203 PL 18.00 PF 0.1 33 8.5 0.0 41.2 0.0 1.8 120 FTG ---- PE 0.0 34 8.5 0.0 41.1 0.0 0.004 TL 18.00 PV Pipe: 26 . 27.9 1.536 PL 249.00 PF 10.2 11 8.5 0.0 52.1 0.0 4.8 120 FTG 20.3 PE 0.0 30 .8.5 0.0 41.9 0.0 0.038 TL 269.30 PV Pipe: 27 27.0 1.536 PL 249.00 PF 9.5 12 8.5 0.0. 51.3 0.0 4.7 120 FTG 20.3 PE 0.0 31 8.5 0.0 41.8 0.0 0.035 TL 269.30 . PV Pipe: 28 . 22.2 1.536 PL 147.00 PF 4.1 13 8.5 0.0 49.4 0.0 3.8 120 FTG 20.3 PE 0.0 20 8.5 0.0 45.3 0.0 0.025 TL 167.30 PV Pipe: 29 . 19.0 1.536 PL 155.00 PF 3.6 14 8.5 0.0 48.9 0.0 3.3 120 FTG 40.5 PE 0.0. 21 8.5 0.0 . 45.3 0.0 0.019 TL 195.50 PV Pipe: 30 . 17.4 1.536 PL 162.00 PF 3.2 15 8.5 0.0 48.5 0.0 3.0 120 FTG 40.5 PE 0.0 22 8.5 0.0 45.3 0.0 0.016 TL 202.50 PV Pipe: 31 18.4 1.536 PL 147.00 PF 2.9 16 8..5 0.0 48.1 0.0 3.2 120 FTG 20.3 PE 0.0 23 8.5 0.0 45.2 0.0 0.017 TL 167.30 PV Pipe: 32 58.6 1.536 PL 114.00 PF 18.5 17 8.5 0.0 47.9 0.0 10.2 120 FTG 10.2 PE 0.0 Si 8.5 0.0 29.4 0.0 0.149 TL 124.20 PV Pipe: 33 73.6 1.536 PL 114.00 PF 28.1 18 8.5 0.0 47.8 0.0 12.7 120 FTG 10.2 PE 0.0 S4 8.5 11.2 19.7 49-6 0.226 TL 124.20 PV Pipe: 34 58.6 1.536 PL 18.00 .PF 2.7 Si 8.5 0.0 29.4 0.0 10.2 120 FTG ---- PE 0.0 S2 8.5 11.2 26.7 57.9 0.149 TL 18.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 7 DATE: 6/2/2005 C:\HASS77\05-104-PEAKED.SDF JOB TITLE: Cannon Court Hotel - Parking Garage 18x18 Spacing 5-Head Caic. 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: 35 0.7 1.536 PL 18.00 PF 0.0 S2 8.5 11.2 26.7 57.9 0.1 120 FTG ---- . PE 0.0 S3 8.5 11.2 26.7 57.9 0.000 TL 18.00 PV Pipe: 36 -57.2 1.536 PL 59.00 PF 9.8 S3 8.5 11.2 26.7 57.9 9.9 120 FTG 10.2 PE 0.0 28 8.5 0.0 36.5 0.0 0.142 TL 69.20 PV Pipe: 37 24.0 1.536 PL 18.00 PF 0.5 S4 8.5 11.2 19.7 49.6 4.1 .120 FTG ---- PE 0.0 S5 8.5 11.2 19.1 49.0 0.028 TL 18.00 PV Pipe: 38 -25.0 1.536 PL 18.00 PF 0.6 S5 8.5 11.2 19.1 49.0 4.3 120 FTG ---- PE 0.0 S6 8.5 11.2 19.7 49.7 0.031 TL 18.00 PV Pipe: 39 . -74.7 1.536 PL 59.00 PF 16.1 S6 8.5 11.2 19.7 49.7 12.9 120 FTG 10.2 PE 0.0 29 8.5 0.0 35.8 0.0 0.233 TL 69.20 PV Pipe: 40 35.2 1.536 PL 63.00 PF 4.8 20 8..5 0.0 45.3 0.0 6.1 120 FTG 20.3 PE 0.0 24 8.5 0.0 40.5 0.0 . 0.058 TL 83.30 PV Pipe: 41 -16.8 1.536 PL 50.00 PF 0.9 24 8.5 0.0 40.5 0.0 2.9 120 FTG 10.2 PE 0.0 32 8.5 0.0 41.4 0.0 0.015 TL 60.20 PV Pipe: 42 -16.9 1.536 PL 50.00 PF 1.0 25 8.5 0.0 40.1 0.0 2.9 120 FTG 20.3 PE 0.0 33 8.5 0.0 41.2 0.0 0.015 TL 70.30 PV Pipe: 43 - -21.2 1.536 PL 50.00 PF 1.6 26 8.5 0.0 39.5 0.0 3.7 . 120 FTG 20.3 PE 0.0 34 . 8.5 0.0 41.1 0.0 0.023 TL 70.30 PV Pipe: 44 41.9 1.536 PL 63.00 PF 6.6 23 8.5 0.0 45.2 0.0 7.2 .120 FTG 20.3 PE 0.0 27 8.5 0.0 .38.6 0.0 0.080 TL 83.30 PV NOTES: . (1) Calculations were performed by the HASS 7.6 computer program under license no. 27091255 granted by fiRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 - . . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/2/2005 C:\HASS77\05-104-PEAKED.SDF JOB TITLE: Cannon Court Hotel - Parking Garage 18x18 Spacing 5-Head Caic. (2) The system has been calculated to provide an average imbalance at each node of 0.002 gprn and a maximum imbalance at any node of 0.073.gpm. (3). Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 39. (4) a. System remote area HAS been proven or 'peaked'. Minimum pressure at any sprinkler: 19.141 psi Minimum pressure with remote area shifted one sprinkler space toward left cross main: 19.234 psi Minimum pressure with remote area shifted one sprinkler space toward right cross main: 19.372 psi (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L . C B G A D N Eli Tee LngEli ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee 1.536 3.18 6.36 1.59 7.16 4.77 0.80 7.95 7.95 6.36 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 PAGE: A MATERIAL: S40 HWC: 120 . Diameter Equivalent Fitting Lengths in Feet (in) E T . L C B G A D N Eli Tee LngEii ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 113W E 0. b' 113 00 1.I04 WC'l ::s • •>.' ) rQ ,o)Ll, -I Z Q) 4GJC/) ru c 4) -,-1 -dWE H U)O) U II) -I .-4O-dLfl0>I c4 d 3 In Cl) (I) -I I) 34 - I1 C'.1 -1 I) I) -I '3 :34 ) V ) -I .3 .3 :3 0 0 U) I—I 0 0 w I—I 0 0 C'J r1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/2/2005 C:\HASS77\05-104-PEAKED.SDF JOB TITLE: Cannon Court Hotel — Parking Garage 18x18 Spacing 5-Head Caic. 0 0 0 C'4 0 0 0 I4 0 0 U) 0 0 0 0 U) 0 0 0 0 0 0 r—I 0 0 0 0 0 0 0 U) I—I 0IrZ1U)ØrZ1 Qtflr- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/2/2005 k C:\HASS77\05-104-PEAKED.SDF JOB TITLE: Cannon Court Hotel - Parking Garage 18x18 Spacing 5-Head Caic. WATER SUPPLY CURVE 84+ 77*\\\\0\\\\\ I X \\\\\\\\\\ I \\\\\\\\\\ I * <-72.0 psi @ 1350 gpm 70+ Flow Test Point 63+ P56+ R I E I S I S 49+ R I E I 42+ ( I P I S I I 35+ ) I 28+ 21+ 14+ LEGEND I I, I X = Required Water Supply * I 74.55 psi @ 514.2 gpm 7+ I 0 = Available Water Supply " 76.49 psi @ 514.2 gpm 0+ + -+ ---+ -- - - +-----+•------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Cannon Court Hotel 49' Avenida Encinas 4qlO Carlsbad, CA -' Crawl Space - Area One Fire Sprinkler System AFILE NUMBER: 05-104-Crawl DATE: JUN 2, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1205 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 187.9 gpm TOTAL WATER REQUIRED (including hose): 288.0 gpm FLOW AND PRESSURE (@ BOR): 188.0gpm @ 46.9 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE * 27091255 .) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area One WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 77.4 72.0 1350.0 77.1 288.0 62.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 288.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES . 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 188.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -3.0 SOURCE 62.7 188.0 2 0.0 - - - - . 61.3 - - - 3 0.0 - - - - 47.3 - - - 3A 0.0 - - - - 47.2 - - - 4 0.0 - - - - 47.2 - - - 5 0.0 - - - - 46.9 - - - 6 0.0 . - - - - 46.9 - - - 7 0.0 -. - - - 46.9 - - - 11 8.0 - - - - 42.7 - - - 51 8.0 - - - - 40.2 - - - 52 13.0 - - - - 37.5 53 13.0 - - - - 32.6 - - - 54 . 13.0 : - - - - 29.0 - - - 55 13.0 - - - - 16.8 - - - 55A 14.0 - - - - 16.3 - - - 56 13.0 - - - - 15.7 - - - 56A 14.0 - - - - 15.3 - - - 57 13.0 - - - - 10.7 - - - 58 13.0 - - - - 10.4 - - - 59 13.0 - - - - 10.2 - - - 60 13.0 - - - - 10.1 - - - 61 13.0 - - - - 9.8 - - - Si 14.0 K= 5.60 8.7 16.5 S2 14.0 K= 5.60 8.5 16.3 S3 14.0 K= 5.60 8.4 16.2 S4 14.0 K= 5.60 8.2 16.0 S5 14.0 K= 5.60 8.1 15.9 S6 14.0 . K= 5.60 . 7.9 157 S7 . 14.0 K= 5.60 7.8 15.6 58 14.0 K= 5.60 7.6 15.4 S9 14.0 K= 5.60 7.4 15.3 S1O 14.0 K= 5.60 7.3 15.1 511 14.0 K= 5.60 7.2 15.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2005 C:\HASS77\05-104-CRAwL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area One NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S12 14.0 K= 5.60 7.0 14.8 S15 14.0 - - - - 16.3 - - - S16 14.0 - - - - 15.3 - - - S17 14.0 - - - 16.3 - - - S18 14.0 - - - - 15.3 - - - S19 14.0 - - - - 16.3 - - - S20 14.0 - - - - 15.3 S21 14.0 - - - - 16.3 - - - S22 14.0 - - - - 15.3 - - - S23 14.0 - - - - 16.3 S24 14.0 - - - - 15.3 - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area One 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: 1 188.0 6.090 PL 22.00 PF 0.1 1 -3.0 SRCE 62.7 (N/A) 2.1 150 FTG ETG PE -1.3 2 0.0 0.0 61.3 0.0 0.001 TL 94.46 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 61.3 0.0 14.0 psi, 187.9 gpm 3 0.0 0.0 47.3 0.0 Pipe: 3 187.9 6.090 PL 32.00 PF 0.1 3 0.0 0.0 47.3 0.0 2.1 150 FTG 2E PE 0.0 3A 0.0 0.0 47.2 0.0 0.001 TL 75.17 PV Pipe: 3A 187.9 6.065 PL 5.00 PF 0.0 3A 0.0 0.0 47.2 0.0 2.1 140 FTG E PE 0.0 4 0.0 0.0 47.2 0.0 0.001 TL 23.62 PV Pipe: 4 187.9 4.310 PL 4.00 PF 0.3 4 0.0 0.0 47.2 0.0 4.1 120 FTG 28.0 PE 0.0 5 0.0 0.0 46.9 0.0 0.008 TL 32.00 PV Pipe: 5 187.9 4.310 -PL 1.50 PF 0.0 5 0.0 0.0 46.9 0.0 4.1 120 FTG ---- . PE 0.0 6 0.0 0.0 46.9 0.0 0.008 TL 1.50 ..PV Pipe: 6 187.9 4.310 PL 1.50 PF 0.0 6 0.0 0.0 46.9 0.0 4.1 120 FTG ---- PE 0.0 7 0.0 0.0 46.9 0.0 0.008 TL 1.50 PV Pipe: 7 S 187.9 4.310 PL 8.50 PF 0.7 7 0.0 0.0 46.9 0.0 4.1 120 FTG TCB PE -3.5 11 8.0 0.0 42.7 0.0 0.008 TL 83.76 PV Pipe: 8 187.9 3.314 PL 54.00 PF 2.6 11 8.0 0.0 42.7 0.0 7.0 120 FTG 3E PE 0.0 51 8.0 0.0 40.2 0.0 0.030 TL 84.57 PV Pipe: 9 187.9 3.310 PL 6.00 PF 0.5 51 8.0 0.0 40.2' 0.0 7.0 120 FTG E PE -2.2 52 13.0 0.0 37.5 0.0 0.030 TL 16.13 PV Pipe: 10 187.9 2.703 PL 32.00 PF 4.9 52 13.0 0.0 37.5 0.0 10.5 120 FTG 28.0 PE 0.0 53 13.0 0.0 32.6 0.0 0.082 TL 60.00 PV Pipe: 11 187.9 2.703 PL 25.00 PF 3.6 53 13.0 0.0 32.6 0.0 10.5 120 FTG 18.6 PE 0.0 54 13.0 0.0 29.0 0.0 0.082 TL 43.60 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area One 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: 12 187.9 2.703 PL 150.00 PF 12.3 54 13.0 0.0 29.0 0.0 1.0.5 120 FTG ---- . PE 0.0 55 13.0 0.0 16.8 0.0 0.082 TL 150.00 PV Pipe: 13 . 187.9 2.703 PL 13.00 PF 1.1 55 13.0 0.0 16.8 0.0 10.5 120 FTG ---- PE 0.0 56 13.0 0.0 15.7 0.0 0.082 TL 13.00 PV Pipe: 14 187.9 2.703 PL 48.00 PF 5.0 56 13.0 0.0 15.7 0.0 10.5 120 FTG 13.6 PE 0.0 57 13.0 0.0 10.7 0.0 0.082 TL 61.60 PV Pipe: 15 94.8 2.203 PL 4.00 PF 0.2 57 13.0 0.0 10.7 0.0 8.0 120 FTG ---- PE 0..0 58 13.0 0.0 10.4 0.0 0.062 TL 4.00 PV Pipe: 16 47.1 2.203 PL 14.00 PF .0.2 58 13.0 0.0 10.4 0.0 4.0 120 FTG ---- PE 0.0 59 13.0 0.0 10.2 0.0 0.017 TL 14.00 PV Pipe: 17 93.1 2.203 PL 10.00 PF 0.6 57 13.0 0.0 . 10.7 0.0 7.8 120 FTG ---- PE. 0.0 60 13.0 0.0 10.1 0.0 .0.060 TL 10.00 pv Pipe: 18 46.3 2.203 PL 14.00 PF 0.2 60 13.0 0.0 . 10.1 0.0 3.9 120 FTG ---- PE 0.0 -61 13.0 0.0 9.8 0.0 0.017 TL 14.00 .pj Pipe: 19 0.0 1.639 PL 6.00 PF 0.0 55A 14.0 0.0 16.3 0.0 0.0 120.FTG 11.3 PE 0.0 S15 14.0 0.0 16.3 0.0 0.000 .TL 17.30 PV Pipe: 19A 0.0 2.203 PL 1.00 PF 0.0 55 13.0 0.0 16.8 0.0 0.0 . 120 FTG 28.0 PE -0.4 55A 14.0 0.0 16.3 0.0 0.000 TL 29.00 PV Pipe: 20 . 0.0 1.639 PL 6.00 PF 0.0 56A 14.0 0.0 15.3 0.0 0.0 . 120 FTG 11.3 PE 0.0 S16 14.0 0.0 15.3 0.0 0.000 TL 17.30 PV Pipe: 20A 0.0 2.203 PL 1.00 PF 0.0 56 13.0 0.0 15.7 0.0 0.0 120 FTG 28.0 PE -0.4 56A 14.0 0.0 15.3 0.0. 0.000 TL 29.00 PV Pipe: 21 0.0 1.639 PL 10.33 PF 0.0 S15 14.0 0.0 16.3 0.0 0.0 120 FTG ---- PE 0.0 S17 14.0 0.0 16.3 0.0 0.000 TL 10.33 PV Pipe: 22 0.0 1.639 PL 10.33 PF 0.0 S16 14.0 0.0 15.3 0.0 0.0 120 FTG ---- PE 0.0 518 14.0 0.0 15.3 0..0 0.000 TL 10.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/2/2005 . C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area One 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: 23 0.0 1.408 PL 10.33 PF 0.0 S17 . 14.0 0.0 16.3 0.0 0.0 120 FTG ---- PE 0.0 S19 14.0 0.0 16.3 0.0 0.000 TL 10.33 PV Pipe: 24 0.0 1.408 PL 10.33 PF 0.0 S18 14.0 0.0 15.3 0.0 0.0 120 FTG ---- PE 0.0 S20 14.0 0.0 15.3 0.0 0.000 TL 10.33 PV Pipe: 25 0.0 1.408 PL 10.33 PF 0.0 S19 14.0 0.0 .16.3 .0.0 0.0 120 FTG ---- PE P.O S21 14.0 0.0 16.3 0.0 0.000 TL 10.33 PV Pipe: 26 0.0 1.408 PL 10.33 PF 0.0 S20 14.0 0.0 15.3 0.0 0.0 120 FTG ---- PE 0.0 S22 14.0 0.0 15.3 0.0 0.000 TL 10.33 PV. Pipe: 27 . 0.0 1.080 PL 10.33 PF 0.0 S21 14.0 0.0 16.3 0.0 0.0 120 FTG ---- PE 0.0 S23 14.0 0.0 16.3 0.0 0.000 TL 10.33 pv Pipe: 27A 0.0 1.080 PL 10.33 PF 0.0 S22 14.0 0.0 15.3 0.0 0.0 120 FTG ---- PE 0.0 S24 14.0 0.0 15.3 0.0 0.000 TL 10.33 •PV Pipe: 28 47.7 1.639 PL 6.00 PF 1.3 58 13.0 0.0 10.4 0.0 7.3 120 FTG 11.3 PE -0.4 Si 14.0 5.6 8.7 16.5 0.074 TL 17.30 PV Pipe: 29 . 47.1 1.639 PL 6.00 PF 1.3 59 13.0 0.0 10.2 0.0 7.2 120 FTG 11.3 PE -0.4 S2 14.0 5.6 8.5 16.3 0.072 TL 17.30 PV Pipe: 30 46.8 1.639 PL 6.00 PF 1.2. 60 13.0 0.0 10.1 0.0 7.1 120 FTG 11.3 PE -0.4 S3 14.0 5.6 8.4 16.2 0.071 TL 17.30 PV Pipe: 31 46.3 1.639 PL 6.00 PF 1.2 61 13.0 0.0 9.8 0.0 7.0 120 FTG 11.3 PE -0.4 S4 14.0 5.6 8.2 16.0 0.070 TL 17.30 PV Pipe: 32 31.2 1.408 PL 9.00 PF 0.6 Si 14.0 5.6 8.7 16.5 6.4 120 FTG ---- PE 0.0 S5 14.0 5.6 8.1 15.9 0.071 TL 9.00 PV Pipe: 33 30.8 1.408 PL 9.00 PF 0.6 S2 14.0 5.6 . 8.5 16.3 6.3 120 FTG ---- PE. 0.0 S6 14.0 5.6 7.9 15.7 0.069 TL 9.00 PV Pipe: 34 30.6 1.408 PL 9.00 PF 0.6 S3 14.0 5.6 8.4 16.2 6.3 120 FTG ---- PE 0.0 S7 14.0 5.6 7.8 .15.6 0.068 TL 9.00 pv SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 7 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: .Cannon Court Hotel - Crawl Space Sprinkler System - Area One 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: 35 30.2 1.408 PL 9.00 PF 0.6 S4 14.0 5.6 8.2 16.0 .6.2 120 FTG ---- . PE 0.0 S8 14.0 5.6 7.6 15.4 0.067 TL 9.00 PV Pipe: 36 15.3 1.080 PL 9.00 PF 0.6 S5 14.0 5.6 8.1 15.9 5.4 120 FTG ---- PE 0.0 S9 14.0 5.6 7.4 15.3 0.069 TL 9.00 PV Pipe: 37 15.1 1.080 PL 9.00 PF 0.6 S6 14.0 5.6 7.9 15.7 5.3 120 FTG ---- PE 0.0 S10 14.0 5.6 7.3 15.1, 0.067 TL 9.00 PV Pipe: 38 15.0 1.080 PL 9.00 PF 0.6 S7 14.0 5.6 7.8 15.6 5.3 120 FTG ---- PE 0.0 S11 14.0 5.6 7.2 15.0 0.066 TL 9.00 PV Pipe: 39 14.8 1.080 PL 9.00 PF .0.6 S8 14.0 5.6 7.6 . 15.4 5.2 120 FTG ---- PE . 0.0 S12 14.0 5.6 7.0 14.8 0.065 TL 9.00 PV NOTES: . Calculations were performed by the HASS 7.6 computer program under license no. 27091255 granted by I-IRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.188 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.5 ft/sec at pipe 11. PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL..SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area One PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE11 ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 1.639 4.36 8.73 2.18 9.82 6.54 1.09 10.91 10.91 8.73 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 3.310 10.13 21.71 7.24 23.16 14.47 1.45 18.82 18.82 21.71 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 4.310 13.94 27.87 8.36. 30.66 16.72 2.79 27.87 27.87 27.87 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 PAGE: A MATERIAL: S40 HWC: 120 . Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D . N Eli Tee LngEil ChkViv BfyVlv GatVlv AimChk DPVlv NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 .28.00 28.00 30.00 0 0 0 (N 0 0 r1 0 0 0 I-I 0 0 OD 0 to 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/2/2005 C:\HASS77\05-104--CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area One N 0 0 0 0 0 0 0 0 0 0 0 0 0 OD W V (N z]U)cfl U--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area One WATER SUPPLY CURVE 84+ 77*\0\\\\\\\\ I \\\\\\\\\\ I \\\\\\\\\\ I * <-72.0 psi @ 1350 gpm 70+ Flow Test Point 63+ X - P 56+ R I E I S I 5 49+ U I R I E I 42+ ( I P S I I 35+ ) I 28+ 21+ 14+ LEGEND I 'V I X = Required Water Supply I 62.68 psi @ 288.0 gpm 7+ " I 0 = Available Water Supply " I 77.09 psi @ 288.0 gpm " I 'V 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO, CA 92107 HYDRAULIC CALCULATIONS FOR Cannon Court Hotel 4.99- Avenida Encinas 4lO Carlsbad, CA Crawl Space - Area Two Fire Sprinkler-System "FILE NUMBER: 05-104-Crawl DATE: JUN 2, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: Light Hazard .10 gpm/sq. ft. 1205 sq. it. 130 sq. ft. 10 sprinklers 166.4 gpm 266.5 gpm 166.5 gpm @ 42.0 psi 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page ,2 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area Two WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ . PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 77.4 72.0 13.50.0 77.1 266.5 57.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 266.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 166.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION .NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 . -3.0 SOURCE 57.7 .166.5 2 0.0 - - - - 56.4 - - - 3 0.0 - - - - 42.4 - - - 3A 0.0 - - - -. 42.3. 4 0.0 - - - - 42.3 - - - 5 0.0 - - - - 42.1 - - - 6 0.0 - - - - 42.0 7 0.0 -.--.- 42.0 ii 8.0 - - - - 38.0 - - - 51 8.0 - - - - 36.0 - - - 52 13.0 - - - - 33.4 . - - - 53 0 13.0 - - - - 29.5 - - - 54 13.0 . ---- 26.6 55 . 13.0 - - - - 16.9 55A 14.0 ---- 15.0 56 13.0 - - - - 16.6 56A 14.0 - - - - 14.8 57 13.0 - - - - 16.6 - - - 58 13.0 - - - - 16.6 59 13.0 - - - - 16.6 60 13.0 ----. 16.6 61 13.0 - - - - 16.6 Si 14.0 - - -. - 16.2 - - - S2 14.0 - - - - 16.2 - - - S3 14.0 - - - - 16.2 - - - 54 14.0 ---- 16.2 S5 14.0 - - - - 16.2 - -. - S6 14.0 . - - - - 16.2 - - - S7 14.0 - - - - 16.2 - - - S8 14.0 - - - - 16.2 - - - 59 14.0 - - - - 16.2 - - - 510 14.0 - - - - 16.2 - - - Sli 14.0 - - - - 16.2 - - - PRESSURE (PSI) 16,2 11.4 11.2 10.0 9.9 8.5 8.4 7.8 7.7 7.1 7.0 DISCHARGE (GPM) 18.9 18.8 17.7 17.6 16.3 16.2 15.6 15.5 14.9 14.8 NODE TYPE K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area Two NODE ANALYSIS DATA NODE TAG ELEVATION (FT) S12 14.0 S15 14.0 S16 14.0 S17 14.0 S18 14.0 S19 14.0 S20 14.0 S2]. 14.0 S22 14.0 S23 14.0 S24 14.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area Two 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 . 166.5 6.090 PL 22.00 PF 0.1 1 -3.0 SRCE 57.7 .(N/A) 1.8 150 FTG ETG PE -1.3 2 0.0 0.0 56.4 0.0 0.001 TL 94.46 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 56.4 . 0.0 14.0 psi, 166.4 gpm 3 0.0 0.0 42.4 0.0 . Pipe: 3 166.4 6.090 PL 32.00 PF 0.1 3 0.0 0.0 42.4 0.0 1.8 150 FTG 2E PE 0.0 3A 0.0 0.0 42.3 0.0 0.001 TL 75.17 PV Pipe: 3A 166.4 6.065 PL 5.00 PF 0.0 3A 0.0 0.0 42.3 0.0 1.8 140 FTG E PE 0.0 4 0.0 0.0 42.3 0.0 0.001 TL 23.62 PV Pipe: .4 . 166.4 4.310,PL 4.00 PF 0.2 4 0.0 0.0 42.3 0.0 3.7 120 FTG 28.0 PE 0.0 5 0.0 0.0 42.1 0.0 0.007 TL 32.00 PV Pipe: 5 166.4 4.310 PL 1.50 PF 0.0 5 0.0 0.0 42.1 0.0 3.7 120 FTG ---- PE 0.0 6 0.0 0..0 42.0 0.0 0.007 TL 1.50 PV Pipe: 6 . 166.4 4.310 PL 1.50 PF 0.0 6 0.0 0.0 42.0 0.0 3.7 120 FTG ---- PE 0.0 7 0.0 0.0. 42.0 0.0 0.007 TL 1.50 PV Pipe: .7 : 166.4 4.310 PL 8.50 PF 0.6 7 0.0 0.0 42.0 0.0 3.7 120 FTG TCB PE ....35 11 8.0 0.0 38.0 0.0 0.007 TL 83.76 PV Pipe: 8 . 166.4 3.314 PL 54.00 PF 2.0 11 8.0 0.0 38.0 0.0 6.2 120 FTG 3E PE 0.0 51 8.0 0.0 36.0 0.0 0.024 TL 84.57 PV Pipe: 9 . . 166.4 3.310 PL 6.00 PF 0.4 51 8.0 0.0 36.0 0.0 6.2 120 FTG E PE -2.2. 52 13.0 0.0 33.4 0.0 0.024 TL 16.13 PV Pipe: 10 166.4 2.703 PL 32.00 PF 3.9 52 13.0 0.0 33.4 0.0 9.3 120 FTG 28.0 PE .0.0 53 13.0 0.0 29.5 0.0 0.065 TL 60.00 PV Pipe: 11 . 166.4 2.703 PL 25.00 PF 2.8 53 13.0 0.0 29.5 0.0 9.3 120 .FTG 18.6 PE 0.0 54 13.0 0.0 26.6 0.0 0.065 TL 43.60 . PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page-5 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area Two 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: 12 166.4 2.703 PL 150.00 PF 9.8 54 13.0 0.0 26.6 0.0 9.3 120 FTG ---- PE 0.0 55 13.0 0.0 16.9 0.0 0.065 TL 150.00 .PV Pipe: 13 82.9 2.703 PL .13.00 PF 0.2 55 13.0 0.0 16.9 0.0 4.6 120 FTG ---- PE 0.0 56 13.0 0.0 16.6 . 0.0 0.018 TL 13.00 PV Pipe: 14 0.0 2.703 PL 48.00 PF 0.0 56 13.0 0.0 16.6 0.0 0.0 120 FTG 13.6 PE 0.0 57 13.0 0.0 16.6 0.0 0.000 TL 61.60 PV Pipe: 15 0.0 2.203 PL 4.00 PF 0.0 57 13.0 0.0 16.6 0.0 0.0 120 FTG PE 0..0 58 13.0 0.0' . 16.6 0.0, 0.000 TL 4.00 PV Pipe: 16 0.0 2.203 PL 14.00 PF .0.0 58 13.0 0.0 16.6 0.0 0.0 120 FTG ---- PE 0.0 59 13.0 0.0 16.6 0.0 0.000 TL 14.00 PV Pipe: 17 0.0 2.203 PL 10.00 PF 0.0 57 13.0 0.0 16.6 0.0 0.0 120 FTG ---- PE. 60 13.0 0.0 16.6 0.0 . 0.000 TL 10.00 PV Pipe: 18 0.0 2.203 PL 14.00 PF 0.0 60 13.0 0.0 16.6 0.0 0.0 120 FTG ---- PE 0.0 61 13.0 . 0.0 , 16.6 0.0 0.000 TL 14.00 . PV Pipe': 19 83.5 1.639 PL 6.00 PF 3.6 55A 14.0 0.0 15.0 0.0 12.7 120 FTG 11.3 PE 0.0 S15 14.0 5.6 11.4 18.9 0.208 TL 17.30 PV Pipe: 19A 83.5 2.203 PL 1.00 PF 1.4 55 13.0 0.0 16.9 0.0 7.0 , 120 FTG 28.0 PE -0.4 55A 14.0 0.0 15.0 0.0 '0.049 TL 29.00 PV Pipe: 20 82.9 1.639 PL 6.00 ,PF 3.6 56A 14.0' 0.0 14.8 0.0 12.6 120 FTG 11.3 PE 0.0 S16 14.0 5.6 11.2 18.8 0.206 TL 17.30 PV Pipe: 20A 82.9 2.203 PL 1.00 PF ' 1.4 56 13.0 0.0 16.6 0.0 7.0 120 FTG 28.0 PE -0.4 56A 14.0 0.0 14.8 0.0. 0.049 TL ' 29.00 PV Pipe: 21 64.6 1.639 PL 10.33 PF 1.3 S15 14.0 5.6 11.4 18.9 9.8 120 FTG ---- PE 0.0 S17 14.0 5.6 10.0 17.7 0.130 TL 10.33 PV Pipe: 22 64.1 1.639 PL 10.33 PF 1.3 S16 14.0 5.6 11.2 18.8 9.8 120 FTG ---- PE 0.0 S18 14.0 5.6 9.9 17.6 0.128 TL 10.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space. Sprinkler System - Area Two 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: 23 46.9 1.408 PL 10.33 PF 1.5 S17 14.0 5.6 10.0 17.7 . 9.7 120 FTG ---- PE 0.0 S19 14.0 5.6 8.5 16.3 0.150 TL 10.33 PV Pipe: 24 46.5 1.408 PL 10.33 PF 1.5 S18 14.0 5.6 9.9 17.6 9.6 120 FTG ---- PE •0.0 S20 14.0 5.6 8.4 16.2 0.148 TL 10.33 PV Pipe: 25 - 30.6 1.408 PL 10.33 PF 0.7 S19 14.0 / 5.6 8.5 16.3 6.3 120 FTG ---- PE 0.0 S21 14.0 5.6 7.8 15.6, 0.068 TL 10.33 PV Pipe: 26 30.3 1.408 PL 10.33 PF 0.7. S20 14.0 5.6 8.4 16.2 6.3 120 FTG ---- PE 0.0 S22 14.0 5.6 7.7 15.5 0.067 TL 10.33 PV; Pipe: 27 14.9 1.080 PL 10.33 PF 0.7 S21 14.0 5.,6 7.8 15.6 5.2 120 FTG ---- PE 0.0 S23 .14.0 5.6 7.1 14.9 0.066 TL 10.33 PV Pipe: 27A 14.8 1.080 PL 10.33 PF 0.7 S22 14.0 5.6 7.7 15.5 5.2 .120 FTG ---- PE 0.0 S24 14.0 5.6 7.0 14.8 0.065 TL 10.33 . PV Pipe: 28 0.0 1.639 PL 6.00 PF 0.0 58 13.0 0.0 16.6 0.0 0.0 120 FTG 11.3 PE -0.4 51 14.0 0.0 16.2 0.0 0.000 TL 17.30 PV Pipe: 29 . 0.0 1.639 PL 6.00 PF 0.0 59 13.0 0.0 16.6 0.0 0.0 120 FTG . .11.3 PE -0.4 S2 14.0 0.0 ,16.2 0.0 0.000 TL 17.30 PV Pipe: 30 0.0 1.639 PL 6.00 PF 0.0 60 13.0 0.0 16.6 0.0 0.0 120 FTG 11.3 PE -0.4 S3 14.0 0.0 16.2 0.0 0.000 TL 17.30 PV Pipe: 31 0.0 1.639 PL 6.00 PF 0.0 61 13.0 0.0 16.6 0.0 0.0 120 FTG 11.3 PE -0.4 S4 14.0 0.0 16.2 0.0 0.000 TL 17.30 PV Pipe: 32 . 0.0 1.408 PL 9.00 PF 0.0 51 14.0 0.0 16.2 0.0 0.0 120 FTG ---- PE 0.0 S5 14.0 0.0 16.2 0.0 0.000 TL 9.00 PV Pipe: 33 0.0 1.408 PL 9.00 PF 0.0 S2 14.0 0.0 16.2 0.0 0.0 120 FTG ---- PE. 0.0 S6 14.0 0.0 16.2 0.0 0.000 TL 9.00 Pv Pipe: 34 0.0 1.408 PL 9.00 -PF 0.0 S3 14.0 0.0 16.2 0.0 0.0 120 FTG ---- PE 0.0 S7 14.0 0.0 16.2 0.0 0.000 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area Two 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: 35 0.0 1.408 PL 9.00 PF 0.0 S4 14.0 0.0 16.2 0.0 0.0 120 FTG ---- PE 0.0 S8 14.0 0.0 16.2 0.0 0.000 TL 9.00 PV Pipe: 36 0.0 1.080 PL 9.00 PF 0.0 S5 14.0 0.0 16.2 0.0 0.0 120 FTG ---- PE 0.0 S9 14.0 0.0 16.2 0.0 0.000 TL 9.00 PV Pipe: 37 . 0.0 1.080 PL 9.00 PF 0.0 S6 14.0 0.0 16.2 0.0 0.0 120 FTG ---- PE 0.0 Slo 14.0 0.0 16.2 0.0 0.000 TL 9.00 PV Pipe: 38 0.0 1.080 PL 9.00 PF 0.0 S7 14.0 0.0 16.2 0.0 0.0 120 FTG ---- PE 0.0 511 14.0 0.0 16.2 0.0 .0.000 TL 9.00 PV Pipe: 39 0.0 1.080 PL 9.00 PF 0.0 S8 14.0 0.0 16.2 0.0 0.0 120 FTG ---- PE 0.0 S12 14.0 0.0 16.2 0.0 0.000 TL 9.00 PV NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 27091255 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.104 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.7 ft/sec at pipe 19. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 8 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System -. Area Two PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet' (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPViv , NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 1.639 4.36 8.73 2.18 . 9.82 6.54 1.09 10.91 10.91 8.73 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 3.310 10.13 21.71 7.24 23.16 14.47 1.45 18.82 18.82 21.71 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 4.310 13.94 27.87 8.36. 30.66 16.72 2.79 27.87 27.87 27.87 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 PAGE: A MATERIAL: S40 HWC: 120 . Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D . N Eli Tee LngEil ChkVlv BfyVlv GatViv AimChk DPV1v NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 'I -I 1) -I D -I -) 1) 0 w '-4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/2/2005 C:\HASS77\05-104-CRAwL.SDF JOB TITLE: Cannon Court Hotel Crawl Space Sprinkler System — Area Two 0 0 I .. 0 I C" ww E 1.0.$444 U) 00 14 Ln Win D -4z 44 U) QG)4)U)Q .rj U)-d •dWE 1z:I .-IU)UOW -lC')-,4O> z r-CI)Cfl (U •O. NWN r-94 ifl rQ 71A M 0 0 0 '-I 0 0 a, 0 0 Io 0 0 qW U 0 0 0 0 0 0 0 0 0 0 0 0 0 a, .' 11Z1 Di U)U)1z1 _•,-4-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/2/2005 C:\HASS77\05-104-CRAWL.SDF JOB TITLE: Cannon Court Hotel - Crawl Space Sprinkler System - Area Two WATER SUPPLY CURVE 84+ 77*\0\\\\\\\\ I \\\\\\\\\\ I \\\\\\\\\\ I * <-72.0 psi @ 1350 gpm 70+ Flow Test Point 63+ Ix P56+ R I E I S I S 49+ U I R I E I 42+ ( I P I S I 135+ ) I 28+ 21+ 14+ LEGEND I 'I I X = Required Water Supply I 57.74 psi @ 266.5 gpm 7+ I 0 = Available Water Supply " I 77.13 psi @ 266.5 gpm I 'I 0++-+---+----+-----+------+ --------+--------+ ---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Cannon Court Hotel 4.24 Avenida Encinas 410Carlsbad, CA First Floor Fire Sprinkler System AFILE NUMBER: 05-104-1st DATE: JUN 2, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 211.4 gpm TOTAL WATER REQUIRED (including hose): 311.4 gpm FLOW AND PRESSURE (@ BOR): 111.4 gpm @ 50.0 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 2709.1255 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/2/2005 . C:\HASS77\05-104-1ST.SDF JOB TITLE: Cannon Court Hotel - First Floor Sprinkler System - Lobby / Reception WATER SUPPLY DATA SOURCE STATIC RESID. FLOW . AVAIL. TOTAL . REQ'D NODE PRESS. PRESS. 0 . PRESS. 0 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 77.4 72.0 1350.0 77.0 311.4 70.3 AGGREGATE FLOW ANALYSIS: . TOTAL FLOW AT SOURCE 311.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES . 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.1.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) . (PSI) (GPM) 1 -3.0 SOURCE 70.3 . 211.4 2 0.0 - - - - . 68.9 - - - 3 0.0 - - - - . 54.9 . - - - 3A 0.0 - - - - 54.8 4 0.0 - - - - 54.8 - - - 5 0.0 - - - - 54.4 9 8.0 - - - - 50.0 - - - 75 8.0 -•--- 49.1 76 8.0 - - - - 48.7 - - - 77 8.0 - - - - 100 18.0 - - - - 44.2 - - - 101 21.0 - - - - 38.8 - - - 102 21.0 - - - - 36.0 - - - 10.3 . 21.0 - - - - 30.9 104 21.0 - - - - 31.4 105 21.0 - - - - . 33.3 - - - 106 18.0 .- - - - 44.1 - 107 21.0 - - - - 40.6 - - - 108 21.0 - - - - 37.5 - - - 109 21.0 - - - - 36.4 110 21.0 - -. - - 35.5 - - - 111 21.0 - - - - 35.1 - - - 112 21.0 - - - - 33.9 - - - 113 21.0 - - - - 33.5 - - - 114 21.0 - - - - 33.1 - - - 115 21.0 - - - - 29.6 116 21.0 - - - - 23.9 -. - - 117 21.0 - - - - 27.0 - - - 118 21.0 - - - - 24.6 - - - 119 21.0 - - - - 10.8 - - - 120 21.0 - - - - 10.5 - - - 121 21.0 - - - - 11.8 - - - Si 20.0 K= 5.60 10.3 18.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2005 . C:\HASS77\05-104-lST.SDF JOB TITLE: Cannon Court Hotel - First Floor Sprinkler System - Lobby / Reception NODE ANALYSIS DATA NODE TAG ELEVATION. NODE TYPE PRESSURE DISCHARGE (FT) . (PSI) (GPM) 52 20.0 K= 5.60 9..7 17.4 S3 20.0 K= 5.60 9.2 17.0 S4 20.0 K= 5.60 10.3 18.0 S5 20.0 K= 5.60 7.5 15.3 56 20.0 K= 5.60 8.4 16.2 S7 20.0 K= 5.60 7.0 14.8 S8 20.0 K= 5.60 7.9 15.7 . S9 20.0 K= 5.60 10.3 18.0 S10 20.0 K= 5.60 . 9.6 17.3 Sib 20.0 K= 5.60 13.1 20.3 S12 20.0 K= 5.60 17.5 23.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/2/2005 . C:\HASS77\05-104-1ST.SDF JOB TITLE: Cannon Court Hotel - First Floor. Sprinkler System - Lobby / Reception 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: 1 211.4 6.090 PL 22.00 PF 0.1 1 -3.0 SRCE 70.3 (N/A) 2.3 150 FTG ETG. PE -1.3 2 0.0 0.0 68.9 0.0 0.001 TL 94.46 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE. 2 0.0 0.0 68.9 0.0 14.0 psi, 211.4 gpm 3 0.0 0.0 54.9 0.0 . . Pipe: 3 . 211.4 6.090 PL 32.00 PF 0.1 3 0.0 0.0 54.9 0.0 2.3 150 FTG 2E PE 0.0 3A 0.0 0.0 54.8 .0.0 0.001 TL 75.17 PV Pipe: 3A 211.4 6.065 PL 5.00 PF. 0.0 3A 0.0 0.0 54.8 0.0 2.3 140 FTG E PE 0.0 4 0.0 0.0 54.8 0.0 0.001 TL 23.62 PV Pipe: 4 211.4 4.310 PL 4.00 PF 0.3 4 0.0 0.0 54.8 0.0 4.6 120 FTG 28.0 PE 0.0 5 0.0 0.0 54.4 0.0 0.010 TL 32.00 PV Pipe: 5 . . 211.4 4.310 PL 8.00 PF 1.0 5 0.0 0.0 54.4 0.0 4.6 120 FTG ETCB PE -3.5 9 8.0 0.0 50.0 0.0 0.010 TL 97.20 PV Pipe: 6 211.4 4.310 PL 68.00 PF 0.9 9 8.0 0.0 50.0 0.0 4.6 120 FTG E PE 0.0 75 8.0 0.0 49.1 0.0 0.010 TL 81.94 PV Pipe: 7 . . 123.9 4.310 PL 66.00 PF 0.4 75 8.0 0.0 49.1 0.0 2.7 120 FTG ET PE 0.0 76 8.0 0.0 48.7 0.0 0.004 TL 107.81 PV Pipe: 8 . 87.5 4.310 PL 248.00 PF 0.6 75 8.0 0.0 49.1 0.0 1.9 120 FTG ET PE 0.0 77 8.0 0.0 48.5 0.0 0.002 TL 289.81 PV Pipe: 9 123.9 4.313 PL 10.00 PF 0.1 76 8.0 0.0 48.7 0.0 2.7 120 FTG E PE -4.3 100 18.0 0.0 44.2 . 0.0 0.004 TL 23.98 pv Pipe: 10 87.5 4.310 PL 10.00 PF .0.0 77 8.0 0.0 48.5 0.0 1.9 120 FTG E PE -4.3 106 18.0 0.0 44.1 0.0 0.002 TL 1 23.94 PV Pipe: 11 . . 123.9 2.104 PL 3.00 PF 4.2 100 18.0 0.0 44.2 0.0 11.4 120 FTG TCB PE -1.3 101 21.0 0.0 38.8 0.0 0.128 TL 32.44 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/2/2005 C:\HASS77\05-104-1ST.SDF JOB TITLE: Cannon Court Hotel - First Floor Sprinkler System - Lobby I Reception 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) Pip,e: 12 123.9 2.104 PL 1.00 PF 2.8 101 21.0 0.0 38.8 0.0 11.4 120 FTG 21.0 PE 0.0 102 21.0 0.0 36.0 0.0 0.128 TL 22.00 PV Pipe: 13 88.7 1.639 PL 12.00 .PF 5.1 102 21.0 0.0 36.0 0.0 13.5 120 FTG 10.0 PE 0.0 103 21.0 0.0 30.9 . 0.0 0.233 TL 22.00 PV Pipe: 14 35.2 1.598 PL 110.00 PF 4.5 102 21.0 0.0 36.0 0.0 5.6 150 FTG 34.0 PE 0.0 104 21.0 0.0 31.4 0.0 0.032 TL 144.00 PV Pipe: 15 88.7 1.598 PL 16.00 PF 3.8 103 21.0 0.0 30.9 0.0 14.2 150 FTG 6.0 PE 0.0 117 21.0 0.0 27.0 0.0 0.174 TL 22.00 PV Pipe: 16 . 66.7 1.598 PL 20.00 PF 2.5 117 21.0 0.0 27.0 0.0 10.7 150 FTG. 4.0 PE 0.0 118 21.0 0.0 24.6 0.0 0.103 TL 24.00 PV Pipe: 17 66.7 1.598 PL 89.00 PF 13.7 118 21.0 0.0 24.6 0.0 10.7 150 FTG 44.0 PE 0.0 119 21.0 0.0 10.8 0.0 0.103 TL 133.00 PV Pipe: 18 31.4 1.598 PL 13.00 PF 0.4 119 21.0 0.0 10.8 0.0 5.0 150 FTG 2.0 PE 0.0 120 21.0 0.0 10.5 0.0 0.026 TL 15.00 PV Pipe: 19 -51.0 1.598 PL 13.00 PF 1.3 120 21.0 0.0 10.5 0.0 8.2 150 FTG 8.0 PE 0.0 121 21.0 0.0 11.8 0.0 0.063 TL 21.00 py Pipe: 20 -26.9 1.598 PL 72.00 PF 1.8 104 21.0 0.0 31.4 0.0 . 4.3 . 150 FTG 24.0 PE 0.0 105 21.0 0.0 33.3 0.0 0.019 TL 96.00 PV Pipe: 21 -43.3 1.598 PL 58.00 PF 4.2 105 21.0 0.0 33.3 0.0 6.9 150 FTG 32.0 PE 0.0 108 21.0 0.0 37.5 0.0 0.046 TL 90.00 PV Pipe: 22 44.2 1.598 PL 13.00 PF 1.0 108 21.0 0.0 37.5 0.0 7.1 150 FTG 8.0 PE 0.0 109 21.0 0.0 36.4 0.0 0.048 TL 21.00 PV Pipe: 23 44.2 1.598 PL 16.00 PF 1.0 109 21.0 0.0 36.4 0.0 7.1 150 FTG 4.0 PE 0.0 110 21.0 0.0 35.5 0.0 0.048 TL 20.00 PV Pipe: 24 23.0 1.598 PL 20.00 PF 0.4 110 21.0 0.0 35.5 0.0 3.7 150 FTG 6.0 PE 0.0 111 21.0 0.0 35.1 0.0 0.014 TL 26.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/2/2005 C:\HASS77\05-104-]ST.SDF JOB TITLE: Cannon Court Hotel - First Floor Sprinkler System - Lobby / Reception 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: 25 23.0 1.598 PL 64.00 PF 1.2 111 21.0 .0.0 35.1 0.0 . 3.7 150 FTG 20.0 PE 0.0 112 21.0 0.0 33.9 .0.0 0.014 TL 84.00 PV Pipe.: 26 23.0 1.598 PL 20.00 PF 0.4 112 21.0 0.0 33.9 0.0 3.7 150 FTG 10.0 FE 0.0 113 21.0 0.0 •. 33.5 0.0 0.014 TL 30.00 PV Pipe: 27 21.2 1.394 PL 64.00 PF 2.0 110 21.0 0.0 35.5 0.0 4.5 150 FTG 20.0 PE 0.0 113 21.0 0.0 33.5 0.0 0.024 TL 84.00 PV Pipe: 28 44.2 1.598 PL 2.00 PF • 0.4 113 21.0 0.0 33.5 0.0 7.1 150 FTG 6.0 PE 0.0 114 21.0 0.0 33.1 . 0.0 0.048 TL 8.00 PV Pipe: 29 . -16.4 1.598 PL 10.00 PF 0.2 114 21.0 0.0 33.1 0.0 2.6 150 FTG 16.0 PE 0.0 105 .21.0 0.0 33.3 0.0 0.008 TL 26.00 PV Pipe: 30 . 60.6 1.598 PL 30.00 PF 3.4 114 21.0 0.0 33.1 0.0 9.7 . .150 FTG 10.0 PE 0.0 115 21.0 0.0 29.6 .0.0 0.086 TL 40.00 PV Pipe: 31 122.7 1.598 PL 6.00.W 5.7 115 21.0 0.0 29..6 . 0.0 19.6 150 FTG 12.0 PE 0.0 116 21.0 0.0 23.9 0.0 . 0.318 TL 18.00 PV Pipe: 32 . . 62.1 1.598 PL 10.00 PF 1.8 104 21.0 0.0 31.4 0.0 9.9 150 FTG 10.0 PE 0.0 115 21.0 0..0 29.6 0.0 0.090 TL 20.00 PV Pipe: 33 87.5 2.104 PL 3.00 PF 2.2 106 18.0 0.0 44.1 0.0 8.1 120 FTG TCB PE -1.3 107 21.0 0.0 40.6 0.0 0.067 TL 32.44 PV Pipe: 34 87.5 1.639 .PL 2.00 PF 3.2 107 21.0 0.0 40.6 0.0 13.3 120 FTG 12.0 PE 0.0 108 21.0 0.0 37.5 0.0 0.227 TL 14.00 PV Pipe: 35 144.6 1.598 PL 6.00 PF 6.9 116 21.0 0.0 23.9 . 0.0 23.1 150 FTG 10.0 PE 0.4 S12 20.0 5.6 17.5 23.4 0.431 TL 16.00 PV Pipe: 36 121.2 1.598 PL 12.00 PF 4.4 S12 20.0 5.6 17.5 23.4 19.4 150 FTG 2.0 PE 0.0 S11 20.0 5.6 13.1 20.3 0.311 TL 14.00 PV Pipe: 37 101.0 1.598 PL 2.00 PF 0.9 Sli 20.0 5.6 13.1 20.3 16.2 150 FTG 2.0 PE -0.4 121 21.0 0.0 11.8 0.0 0.222 TL 4.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/2/2005 C:\HAS.S77\05-104-1ST.SDF JOB TITLE: Cannon Court Hotel - First Floor Sprinkler System - Lobby / Reception . 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: 38 35.4 1.394 PL 7.00 PF 1.0 119 21.0 0.0 10.8 0.0 7.4 150 FTG 9.0 PE 0.4 Si 20.0 5.6 10.3 18.0 0.062 TL 16.00 .PV Pipe: 39 47.1 1.394 PL 7.00 PF 1.7 120 21.0 0.0 10.5 0.0 9.9 150 FTG 9.0 PE 0.4 S3 20.0 5.6 9.2 . 17.0 0.105 TL 16.00 PV Pipe: 40 49.9 1.394 PL 7.00 PF 1.9 121 21.0 0.0 11.8 0.0 10.5 150 FTG 9.0 PE 0.4 S4 . 20.0 5.6 10.3 18.0 0.117 TL 16.00 PV Pipe: 41 17.4 1.101 PL 10.00 PF 0.6 Si 20.0 5.6 10.3 18.0 5.9 150 FTG 2.0 PE 0.0 S2 20.0 5.6 9.7 17.4 0.053 TL 12.00 PV Pipe: 42 30.1 1.101 PL 10.00 PF 1.7 S3 20.0 5.6 9.2 17.0 10.2 150 FTG 2.0 PE 0.0 S5 20.0 5.6 7.5 15.3 0.145 TL 12.00 PV Pipe: 43 31.9 1.101 PL .10.00 PF 1.9 S4 20.0 5.6 10.3 18.0 10.8 150 FTG 2.0 PE 0.0 S6 20.0 5.6 8.4 16.2 0.162 TL 12.00 PV Pipe: 44 14.8 1.101 PL 10.00 PF 0.5 S5 20.0 5.6 7.5 15.3 5.0 150 FTG 2.0 PE 0.0 S7 20.0 5.6 7.0 14.8 0.039 TL 12.00 PV Pipe: 45 15.7 1.101 PL 10.00 PF 0.5 S6 20.0 5.6 8.4 16.2 5.3 150 FTG 2.0 PE 0.0 S8 20.0 5.6 7.9 15.7 0.044 TL 12.00 PV Pipe: 46 . -21.9 1.394 PL 112.00 PF 3.1 116 21.0 0.0 23.9 0.0 4.6 150 FTG 10.0 PE 0.0 117 21.0 0.0 27.0 0.0 0.026 TL 122.00 PV Pipe: 47 . . 35.3 1.394 PL 2.00 .PF 0.6 120 21.0 0.0 10.5 0.0 7.4 150 FTG 8.0 PE 0.4 S9 20.0 5.6 10.3 18.0 0.062 TL 10.00 PV Pipe: .48 . 17.3 1.101 PL 12.00 PF 0.7 S9 20.0 5.6 10.3 18.0 5.8 150 FTG 2.0 PE 0.0 S10 20.0 5.6 9.6 17.3 0.052 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/2/.2005 C:\HASS77\05-104-1ST.SDF JOB TITLE: Cannon Court Hotel - First Floor Sprinkler System - Lobby / Reception NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 27091255 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA .30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum• imbalance at any node of 0.051 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 23.1 ft/sec at pipe 35. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) . E T L C B G A D N Eli Tee LngEii ChkViv BfyVlv GatVlv AlmChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.394 3.15 6.30 2.10 7.35 6.30. 1.05 10.50 10.50 6.30 1.598 3.86 7.71 1.93 8.68 5.79 0.96 9.64 9.64 7.71 1.639 4.36 8.73 2.18 9.82 6.54 1.09 10.91 10.91 8.73 2.104 5.45 10.90 3.27 11.99 6.54 1.09 10.90 10.90 10.90 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 4.313 13.98 27.97 8.39 30.77 16.78 2.80 27.97 27.97 27.97 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE1i ChkViv BfyVlv GatVlv AimChk DPViv NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 o 0 w I-I 0 0 0 I—I 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/2/2005 C:\HASS77\05-104-1ST.SDF JOB TITLE: Cannon Court Hotel - First Floor Sprinkler System - Lobby / Reception 0 0 0 I (\1 N 0 0 0 0 0 0 0 0 0 0 0 0 0 co 04 1-I 1rU)U)rz) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/2/2005 C:\HASS77\05-104-1ST.SDF JOB TITLE: Cannon Court Hotel - First Floor Sprinkler System - Lobby / Reception WATER SUPPLY CURVE 84+ 77*\0\\\\\\\\ I \\\\\\\\\\ I \\\\\\\\\\ * <-72..0 psi @ 1350 gpm 70+ X Flow Test Point 63+ P56+ R I E I S I S 49+ U I R I E I 42+ ( I P I S I I 35+ ) I 28+ 21+ 14+ LEGEND I X = Required Water Supply IT I 70.32 psi @ 311.4 gpm 7+ of I 0 = Available Water Supply IF I 77.04 psi @ 311.4 gpm of 0 ------------------- ------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600. 1800 2000 FLOW (GPM) SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Cannon Court Hotel —497-0- Avenida Encinas 41)Car1sbad, CA Second Floor - Guest Room AFILE NUMBER: 05-104-2nd DATE: JUN 3, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: Area COVERAGE PER SPRINKLER: 256 sq. ft. Max. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 87.6 gpm TOTAL WATER REQUIRED (including hose): .87.6 gpm FLOW AND PRESSURE (@ BOR): 87.6 gpm @ 27.2 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection Inc. DESIGN/LAYOUT BY: M. Lovely . AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE if 27091255 )- HRS SYSTEMS, INC. TUCKER,.GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS k'age z. DATE: 6 3/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - guest room WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 77.4 72.0 1350.0 77.4 87.6 53.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 87.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 87.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -3.0 SOURCE 53.8 87.6 2 0.0 - - - - 52.5 - - - 3 0.0 - - - - 38.5 - - - 3A 0.0 ---- 38.4 4 0.0 - - - -. 38.4 - - - 5 0.0 - - - - 38.4 - - - 9 8.0 - - - - 34.8 - - - 75 8.0 - - - - 34.6 - - - 76 8.0 - - -- 34.6 - - - 77 8.0 ---- 34.4 100 18.0 - - - - 30.2 106 18.0 - - - - 30.1 - - - 200 24.0 ---- 27.6 201 28.0 - - - - 25.7 - - - 202 24.0 - - - - 27.2 - - - 202A 28.0 - - - - 25.0 - - - 203 28.0 - - - - 25.2 - - - 204 28.0 - - - - 25.0 - - - 205 28.0 - - - - 24.9 - - - 206 28.0 - - - - 24.8 206A 28.0 - - - - 20.7 -. - - 207 28.0 - - - - 24.5 208 28.0 - - - - 24.0 - - - 208A 28.0 - - - -. 23.9 - - 209 28.0 - - - - 23.7 - - - 210 28.0 - - - - 23.0 211 28.0 - - - - 23.0 - -. - 212 28.0 - - - - 23.1 - - - 213 28.0 -. - - - 23.2 - - - 214 28.0 - -. - - 23.3 - - - 215 28.0 ---- 23.4 216 28.0 - - - - 23.5 - - - 217 28.0 - - - - 23.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page i DATE: 6/3/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire. Sprinkler System - guest room NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISHARGE (FT) (PSI) (GPM) 218 28.0 - - 23.7 - - - 219 28.0 - - - - 23.8 - - 220 28.0 - - -- 24.5 221 28.0 - - - - 24.4 222 28.0 - - - - 24.6 223 28.0 - - - - 24.7 Al 28.0 - - - - 23.1 A2 30.0 - - - - 22.3 A3 28.0 - - - - 23.2 A4 28.0 - --- 23.3 A5 . 28.0 - - - - 23.4 A6 30.0 ----• 22.6 A7 28.0 - - - - 23.5 A8 30.0 - - - - 22.6 - - - A9 28.0 - - - - 23.6 A10 28.0 - - - - 23.7 - - - All 28.0 - - - - 23.8 Al2 30.0 - - - 22.9 - - - A13 30.0 - - - - 22.6 Ri 28.0 K= 4.90 20.7 22.3 R2 28.0 K= 4.90 20.8 22.4 R3 28.0 K= 4.90 19.2 21.5 R4 28.0 K= 4.90 19.2 21.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/3/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - guest room 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 87.6 6.090 PL 22.00 PF 0.0 1 -3.0 SRCE 53.8 (N/A) 1.0 150 FTG ETG PE -1.3 2 0.0 0.0 52.5 0.0 0.000 TL 94.46 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 52.5 0.0 14.0 psi, 87.6 gpm 3 0.0 0.0 38.5 0.0 . Pipe: 3 87.6 6.090 PL 32.00 PF 0.0 3 0.0 0.0 38.5 - 0.0 1.0 150 FTG 2E PE 0.0 3A 0.0 0.0 38.4 0.0 0.000 TL 75.17 PV Pipe: 3A 87.6 6.065 PL 5.0.0 PF 0.0 3A 0.0 0.0 38.4 0.0 1.0 140 FTG E PE 0.0 4 0.0 0.0 38.4 0.0 0.000 TL 23.62 PV Pipe: 4 87.6 4.310 PL 4.00 PF 0.1 4 0.0 0.0 38.4 0.0 1.9 120 FTG 28.0 PE 0.0 5 0.0 0.0 38.4 0.0 0.002 TL 32.00 PV Pipe: 5 87.6 4.310 PL 8.00 PF 0.1 5 0.0 0.0 38.4 0.0 .1.9 120 FTG ET PE -3.5 9 8.0 0.0 34..8 0.0 0.002 TL. 49.81 PV Pipe: 6 87.6 4.310 PL 68.00 PF 0.2 9 8.0 0.0 34.8 0.0 1.9 120 FTG E PE 0.0 75 8.0 0.0 . 34.6 0.0 0.002 TL 81.94 Pv Pipe: 7 . 39.2 4.310 PL 66.00 .PF 0.1 75 8.0 0.0 34.6 0.0 . 0.9 120 FTG ET PE 00 76 8.0 0.0 34.6 0.0 0.000 TL 107.81 PV Pipe: 8 48.4 4.310 PL 248.00 PF 0.2 75 8.0 0.0 34.6 0.0 1.1 120 FTG ET PE 0.0 77 8.0 0.0 34.4 0.0 0.001 TL 289.81 PV Pipe: 9 39.2 4.313 PL 10.00 PF 0.0 76 8.0 0.0 34.6 0.0 0.9 . 120 FTG E. PE -4.3 100 18.0 0.0 30.2 0.0 0.000 TL 23.98 PV Pipe: 10 48.4 4.310 PL 10.00 PF 0.0 77 8.0 0.0 34.4 0.0 1.1 120 FTG E PE -4.3 106 18.0 0.0 30.1 0.0 0.001 TL .23.94 PV Pipe: 11 39.2 4.310 PL 10.00 PF 0.0 100 18.0 0.0 30.2 . 0.0 0.9 120 FTG ---- PE -2.6 200 24.0 0.0 27.6 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS, Page DATE: 6/3/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire. Sprinkler System - guest room 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: 12 48.4 4.310 PL 10.00 PF 0.0 106 18.0 0.0 30.1 0.0 1.1 120 FTG ---- PE -4.3 201 28.0 0.0 25.7 0.0 0.001 TL 10.00 PV Pipe: 13 39.2 2.203 PL 3.00 PF 0.5 200 24.0 0.0 27.6 0.0 3.3 120 FTG TCB PE 0.0 202 24.0 0.0 27.2 0.0 0.012 TL 39.82 PV Pipe: 14 48.4 2.203 PL 3.00 PF 0.7 201 28.0 0.0 25.7 0.0 4.1 120 FTG TCB PE 0.0 202A 28.0 0.0 25.0 0.0 0.018 TL 39.82 PV Pipe: 15 39.2. 2.203 PL 6.00 PF 0.2 202 24.0 0.0 27.2 0.0 3.3 120 FTG 14.0 PE -1.7 203 28.0 0.0 25.2 0.0 0.012 TL 20.00 PV Pipe: 16 . 27.7 2.003 PL 13.00 PF 0.2 203 28.0 0.0 25.2 0.0 2.8 150 FTG 18.0 PE 0.0 204 28.0 0.0 25.0 0.0 0.007 TL 31.00 PV Pipe: 17 27.7 2.003 PL .10.00 PF 0.1 204 28.0 0.0 . 25.0 0.0 2.8 150 FTG 2.0 PE 0.0 205 28.0 0.0 24.9 0.0 0.007 TL 12.00 PV Pipe: 18 24.5 2.003 PL 20.00 PF 0.1 205 .28.0 0.0 24.9 0.0 2.5 150 FTG 2.0 PE 0.0 206 28.0 0.0 24.8 0.0 0.005 TL 22.00 PV Pipe: 19 11.6 1.598 PL 104.00 PF 0.5 203 28.0 0.0 25.2 0.0 1.9 150 FTG 20.0 PE 0.0 223 28.0 0.0 24.7 0.0 0.004 TL 124.00 PV Pipe: 20 7.4 1.598 PL 54.00 PF 0.1 223 28.0 0.0 24.7 0.0 1.2 150 FTG 20.0 PE 0.0 220 28.0 0.0 24.5 0.0 0.002 TL 74.00 PV Pipe: 21 3.2 1.101 PL 118.00 PF 0.3 205 28.0 0.0 24.9 0.0 1.1 .150 FTG 12.0 PE 0.0 222 28.0 0.0 24.6 0.0 0.002 TL 130.00 PV Pipe: 22 . . 7.4 1.101 PL 12.00 PF 0.2 222 28.0 0.0 24.6 0.0 2.5 150 FTG 4.0 PE 0.0 221 28.0 0.0 24.4 0.0 0.011 TL .16.00 PV Pipe: 23 -4.2 1.101 PL 10.00 PF 0.1 222 28.0 0.0 24.6 0.0 1.4 150 FTG 12.0 PE 0.0 223 28.0 0.0 24.7 0.0 0.004 TL 22.00 PV Pipe: 24 - 5.3 1.101 PL 10.00 PF 0.1 220 28.0 0.0 24.5 0.0 1.8 150 FTG 12.0 PE 0.0 221 28.0 0.0 24.4 0.0 0.006 TL 22.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page b DATE: 6/3/2005 . . . C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - guest room 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: 25 2.0 1.598 PL 74.00 PF 0.0 220 . 28.0 0.0 24.5 0.0 0.3 150 FTG 22.0 PE 0.0 207 28.0 0.0 24.5 0.0 0.000 TL 96.00 PV Pipe: 26 50.4 2.003 PL 10.00 PF .0.6 207 28.0 0.0 24.5 0.0 5.1 150 FTG 18.0 PE 0.0 208 28.0 0.0 24.0 0.0 0.020 TL 28.00 PV Pipe: 27 37.2 2.003 PL 10.00 PF 0.3 208 28.0 0.0 24.0 0.0 3.8 150 FTG . 16.0 PE 0.0 209 28.0 0.0 23.7 0.0 0.012.TL 26.00 PV Pipe: 28 49.9 2.003 PL 20.00 PF 0.7 209 28.0 0.0 23.7 0.0 5.1 150 FTG 14.0 PE 0.0 210 28.0 0.0 23.0 0.0 0.020 TL 34.00 Pv Pipe: 29 -13.2 2.003 PL 8.00 PF 0.0 210 28.0 0.0 23.0 0.0 1.3 . 150 FTG 10.0 PE 0.0 211 28.0 0.0 23.0 0.0 0.002 TL 18.00 PV Pipe: 30 -132 1.639 PL 12.00 PF 0.1 211 28.0 0.0 23.0 0.0 2.0 120 FTG 8.0 PE 0.0 212 28.0 0.0 23.1 0.0 0.007 TL 20.00 PV Pipe: 31 -13.2 1.639 PL 12.00 PF 0.1 212 28.0 0.0 23.1 0.0 2.0 120 FTG ---- PE 0.0 213 28.0 0.0 23.2 0.0 0.007 TL 12.00 Pv Pipe: 32 0 -13.2 1.639 PL 12.00 PF 0.1 213 28.0 0.0 23.2 0.0 . 2.0 120 FTG ----- PE 0.0 214 28.0 0.0 23.3 0.0 0.007 TL 12.00 PV Pipe: 33 . -13.2 1.639 PL 10.00 PF 0.1 214 28.0 0.0 23.3 0.0 2.0 120 FTG 8.0 PE 0.0 215 28.0 0.0 23.4 0.0 0.007 TL 18.00 PV Pipe: 34 -13.2 1.639 PL 9.00 PF 0.1 215 28.0 0.0 23.4 0.0 2.0 120 FTG ---- PE 0.0 216 28.0 0.0 23.5 0 0.0 0.007 TL 9.00 PV Pipe: 35 -13.2 1.639 PL 10.00 PF 0.1 216 28.0 0.0 23.5 0.0 2.0 120 FTG ---- PE 0.0 217 28.0 0.0 23.6 0.0 0.007 TL 10.00 PV Pipe: 36 -13.2 1.639 PL .12.00 PE 0.1 217 28.0 0.0 23.6 0.0 2.0 120 FTG 8.0 PE 0.0 218 28.0 0.0 23.7 0.0 0.007 TL 20.00 PV Pipe: 37 -13.2 1.639 PL 12.00 PF 0.1 218 28.0 0.0 23.7 0.0 2.0 120 FTG ---- PE 0.0 219 28.0 0.0 23.8 0.0 0.007 TL 12.00 Pv SPRINKLER SYSTEM HYDRAULIC ANALYSIS . aye DATE: 6/3/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire. Sprinkler System - guest room - 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: 38 . -13.2 1.639 PL 11.00 PF 0.1 219 28.0 0.0 23.8 0.0 2.0 120 FTG 8.0 PE 0.0 208A 28.0 0.0 23.9 0.0 0.007 TL 19.00 PV Pipe: 39 . -13.2 2.003 PL 16.00 PF 0.0 208A 28.0 0.0 23.9 0.0 1.3 150 FTG 12.0 PE 0.0 208 28.0 0.0 24.0 0.0 0.002 TL 28.00 PV Pipe: 40 0.0 1.408 PL 2.00 PF 0.0 212 28.0 0.0 23.1 0.0 0.0 120 FTG 8.0 PE 0.0 Al 28.0 0.0 23.1 0.0 0.000 TL • 10.00 PV Pipe: 41 0.0 1.080 PL 12.00 PF 0.0 Al 28.0 0.0 23.1 0.0 0.0 120 FTG 10.0 PE -0.9 A2 30.0 0.0 22.3 0.0 0.000 TL 22.00 PV Pipe: 42 • 0.0 1.080 PL 2.00 PF 0.0 213 28.0 0.0 23.2 0.0 0.0 120 FTG 8.0 PE 0.0 A3 28.0 0.0. 23.2 0.0 0.000 TL 10.00 PV Pipe: 43 0.0 1.080 PL . 4.00 PF 0.0 214 28.0 0.0 • 23.3 0.0 0.0 120 FTG 8.0 PE 0.0 A4 28.0 0.0 23.3 0.0 0.000 TL 12.00 PV. Pipe: 44 0.0 1.408 PL 4.00 PF 0.0 215 28.0 0.0 23.4 0.0 0.0 120 FTG 8.0 PE 0.0 A5 28.0 0.0. 23.4 0.0 0.000 TL 12.00 PV Pipe: 45 .0.0 1.080 PL 12.00 PF 0.0 A5 28.0 0.0 23.4 0.0 0.0 120 FTG 8.0 PE -0.9 A6 30.0 0.0 22.6 0.0 • 0.000 TL 20.00 PV Pipe: 46 0.0 1.639 PL 4.00 PF 0.0 216 28.0 0.0 23.5 0.0 0.0 120 FTG 8.0 PE 0.0 A7 28.0 0.0 23.5 0.0 • 0.000 TL 12.00 PV Pipe: 47 . . 0.0 1.408 PL 12.00 PF 0.0 A7 28.0 0.0 23.5 0.0 0.0 .120 FTG 8.0 -PE -0.9 A8 30.0 0.0 22.6 0.0 0.000 TL 20.00 Pv Pipe: 48 0.0 1.080 PL 12.00 PF . 0.0 A8 30.0 0.0 22.6 . 0.0 0.0 120 FTG 16.0 PE 0.0 A13 30.0 0.0 22.6 0.0 0.000 TL . 28.00 PV Pipe: 49 0.0 1.080 PL 4.00 PF 0.0 217 28.0 0.0 23.6 0.0 0.0 120 FTG 8.0 PE 0.0 A9 28.0 0.0 23.6 0.0 0.000 TL 12.00 PV Pipe: 50 0.0 1.080 PL 2.00 PF 0.0 218 28.0 0.0 23.7 0.0 0.0 120 FTG 8.0 FE 0.0 A10 28.0 0.0 23.7 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page DATE: 6/3/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - guest room 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: 51 0.0 1.408 PL 2.00 PF 0.0 219 28.0 0.0 23.8 0.0 0.0 120 FTG 8.0 PE 0.0 All 28.0 0.0 23.8 0.0 0.000 TL 10.00 PV Pipe: 52 0.0 1.080 PL 12.00 PF 0.0 All 28.0 0.0 23.8 0.0 0.0 120 FTG 8.0 PE -0.9 Al2 30.0 0.0 22.9 0.0 0.000 TL 20.00 PV Pipe: 53 -48.4 2.203 PL 12.00 •PF 0.5 207 28.0 0.0 24.5 0.0 4.1 120 FTG 16.0 PE 0.0 202A 28.0 0.0 25.0 0..0 0.018. TL 28.00 PV Pipe: 54 6.4 1.101 PL 84.00 PF 0.8 221 28.0 0.0 24.4 0.0 2.2 150 FTG 8.0 PE 0.0 209 28.0 0.0 23.7 0.0 0.008 TL 92.00 PV Pipe: 55 24.5 1.598 PL 204.00 PF 4.1 206 28.0 0.0 24.8 0.0 3.9 150 FTG 48.0 PE 0.0 Rl 28.0 4.9 20.7 22.3 0.016 TL 252.00 Pv Pipe: 56 2.2 1.598 PL 2.00 PF : 0.0 Ri 28.0 4.9 20.7 22.3 0.3 150 FTG 2.0 PE 0.0 206A 28.0 0.0 20.7 0.0 0.000 TL 4.00 PV Pipe: 57 -40.8 1.598 PL 1.00 PF 0.1 206A 28.0 0.0 20.7 0.0 6.5 150 FTG 2.0 PE 0.0 R2 28.0 4.9 20.8 22.4 0.041 TL 3.00 PV Pipe: 58 21.5 1.101 PL 11.00 PF. 1.5 206A 28.0 0.0 20.7 0.0 7.2 150 FTG 8.0 PE 0.0 R3 28.0 4.9 19.2 21.5 0.078 TL 19.00 PV Pipe: 59 21.4 1.101 PL 12.00 PF 1.5 206A 28.0 0.0 20.7 0.0 7.2 150 FTG 8.0 PE 0.0 R4 28.0 4.9 19.2 21.4 0.077 TL 20.00 PV Pipe: 60 -63.1 1.598 PL 9.00 PF 2.1 R2 28.0 4.9 20.8 22.4 10.1 150 FTG 14.0 PE 0.0 210 28.0 0.0 23.0 0.0 0.093 TL 23.00 PV Pipe: 61 6.3 1.101 PL 84.00 PF .0.8 221 28.0 0.0 24.4 0.0 2.1 150 FTG 10.0 PE 0.0 209 28.0 0.0 23.7 0.0 0.008 TL 94.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/3/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - guest room NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 27091255 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to .provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.093 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.1 ft/sec at pipe 60. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkViv BfyVlv GatVlv AlmChk DPViv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 1.598 3.86 7.71 1.93 8.68 5.79 0.96 9.64 9.64 7.71 1.639 4.36 8.73 2.18 9.82 6.54 1.09 10.91 10.91 8.73 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 4.313 13.98 27.97 8.39 30.77. 16.78 2.80 27.97 27.97 27.97 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G . A D N Eli Tee LngEll ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee. 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 -4 C14 -I 1) p. -1 ) ) 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1U DATE: 6/3/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - guest room 0 0 I I to I I • Ic'l DI E Ii Q. WU ri • •.-4 0 c .-Iz -i w a 04 W 54 w 0. .C.D W-d -.4W El ri r-IU)00)00) .Q Ow 4) U..)-1 4J r - lr-IOOi -I LI -.-4C0r--tItfl u tv I) VA ZA 0 0 00 '-4 Ii I MR 0 0 0 0 0 r-4 0 0 0 0 0 o w . ('4 S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page ii DATE: 6/3/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire-Sprinkler System - guest room WATER SUPPLY CURVE 84+ 770\\\\\\\\\\ I \\\\\\\\\\ I \\\\\\\\\\ 1 * <-72.0 psi @ 1350 gpm 70+ Flow Test Point 63+ P56+ R X E I S I S 49+ U I R I E I 42+. . S ( I P I S I I 35+ ) I 28+ 21+ 14+ LEGEND . U. I X = Required Water Supply I 53.79 psi @ 87.6 gpm 7+ I 0 = Available Water Supply. I 77.37 psi @ 87.6 gpm I U 0 ...... - +- ---4-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Cannon Court Hotel 41-9-O- Avenida Encinas Carlsbad, CA "FILE NUMBER: 05-104-canopy DATE: JUN 2, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130.0 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 188.4 gpm TOTAL WATER REQUIRED (including hose): 288.4 gpm FLOW AND PRESSURE (@ BOR): 188.4 gpm @ 57.1 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY MASS COMPUTER PROGRAM (LICENSE % 27091255 ) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/2/2005 C:\HASS77\05-104-CANOPY.SDF JOB TITLE: Cannon Court Hotel - Entry Canopy Attic - .10/1500 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS.. . PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 77.4 72.0 1350.0 77.1 288.4 . 72.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 288.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 188.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 . -3.0 SOURCE 72.9 188.4 2 0.0 - - - - 71.5 - - - 3 0.0 - - -- 57.5 3A 0.0 - - - - 57.5. 4 0.0 - - - - 57.4 - - - 5 0.0 - - - - 57.2 6 0.0 - - - - 57.1. - - - 7 0.0 -. - - - . 57.1 - - - 10 8.5 - - -. - 52.8 - - - 10A 8.5 - - - - 52.5 - - - 11 8.5 - - - - 52.5 - - - 12 8.5 52.1 13 8.5 . - - - - 51.3 - - - 14 8.5 - - - - 51.1 - - - 15 8.5 - - - - 50.9 - - - 16 8.5 - - - - 50.9 17 8.5 ---- 50.8 18 8.5 . - - - - 50.8 - - - 20 8.5 - - - - 47.2 - - - 21 .8.5 - - - - 47.3 - - - 22 8.5 - - - - 47.3 - - - 23 8.5 - - - - 47.3 24 8.5 - - -. - 39.2 - - - 25 8.5 - - - - 40.7 - - - 26 8.5 - - - - 41.8 - - - 27 8.5 - - - - 42.6 - - 28 8.5 - - - - 43.0 - - - 29 8.5 - - - - 43.1 -. - - 30 8.5 - - - - 42.5 - - - 31 8.5 - -- - 42.4 - - - 32 8.5 - - - - 42.0 - - - 33 8.5 - - - - 41.9 - - - 34 8.5 - - - - 41.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2005 C:\HASS77\05-104-CANOPY.SDF JOB TITLE: Cannôn Court Hotel - Entry Canopy Attic - .10/1500 1 .NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Si 8.5 - - - - 47.2 S2 8.5 - - - - 46.6 - - - S3 8.5 - - - - 46.0 S4 8.5 - - - - 47.2 - - - S5 8.5 - - - - 46.6 S6 8.5 - - - - 46.0 - - - 80 8.5 7 - - - 33.9 - - - 81 10.0 - - - - 30.7 - - - 82 10.0 - - - - 28.8 - - - 83 24.0 - - - - 16.9 84 24.0 - - - - 10.7 85 24.0 - - - - 9.1 86 24.0 - - - - 8.5 - - - 87 24.0 - - - - 7.7 - - - 88 24.0 - - - - 7.7 - - - P1 24.0 K= 5.60 8.3 16.1 P2 24.0 K= 5.60 8.7 16.5 P3 24.0 K= 5.60 8.3 16.1 P4 24.0 K= 5.60 8.0 15.8 P5 24.0 K= 5.60 7.8 15.7 P6 24.0 K= 5.60 7.0 14.8 P7 24.0 K= 5.60 7.0 14.8 P8 24.0 K= 5.60 7.7 15.6 P9 24.0 K= 5.60 7.8 15.6 P10 24.0 K= 5.60 7.9 15.8 P11 24.0 K= 5.60 8.2 16.0 P12 24.0 K= 5.60 7.7 15.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/2/2005 . C:\HASS77\05-104-CANOPY.SDF JOB TITLE: Cannon Court Hotel - Entry Canopy Attic - .10/1500 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 . 188.4 .6.090 PL 22.00 PF 0.1 1 -3.0 SRCE 72.9 (N/A) 2.1 150 FTG ETG FE -1.3 2 0.0 0.0 71.5 0.0 0.001 TL 94.46 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 71.5 . 0.0 14.0 psi, 188.4 .gpm 3 0.0 0.0 57.5 0.0 . . . . Pipe: 3 18.8.4 6.090 PL 32.00 PF 0.1 3 0.0 0.0 57.5 0.0 2.1 150 FTG 2E PE 0.0 3A 0.0 0.0 57.5 0.0 0.001 TL 75.17 PV Pipe: 3A 188.4 6.065 FL 5.00 PF 0.0 3A 0.0 0.0 57.5 0.0 2.1 140 FTG .E FE 0.0 4 0.0 0.0 57.4 0.0 0.001 TL 23.62 PV Pipe: .4 188.4 4.310 FL 4.00 PF 0.3 4 0.0 0.0 57.4 0.0 4.1 120 FTG 28.0 FE 0.0 5 0.0 0.0 57.2 0.0 0.008 TL 32.00 PV Pipe: 5 . . 188.4 4.310 FL 1.50 PF 0.0 5 0.0 0.0 57.2 0.0 4.1 120 FTG ---- FE 0.0 6 0.0 0.0 57.1 0.0 0.008 TL 1.50 . PV Pipe: 5A 0.0 4.310 FL 1.50 PF .0.0 6 0.0 0.0 57.1 0.0 0.0 120 FTG ---- PE 0.0 7 0.0 0.0. 57.1 0.0 0.000 TL 1.50 PV Pipe: 6 . 188.4 4.310 FL 8.50 PF 0.7 6 0.0 0.0 57.1 0.0 4.1 120 FTG TCB FE. -3.7 10 8.5 0.0 52.8 0.0 0.008 TL 83.76 PV Pipe: 6A 188.4 4.310 PL 12.00 PF 0.3 10 8.5 0.0 52.8 0.0 4.1 120 FTG 20.5 PE 0.0 bA 8.5 0.0 52.5 0.0 0.008 TL 32.50 PV Pipe: 6B 188.4 3.314 PL 0.50 PF 0.0 bOA 8.5 0.0 52.5 0.0 7.0 120 FTG ---- FE 0.0 11 8.5 0.0 52.5 0.0 0.030 TL 0.56 pv Pipe: 7 160.8 3.314 FL 16.50 PF 0.4 11 8.5 00 . 52.5 0.0 6.0 120 FTG ---- PE .0.0 12 8.5 0.0 52.1 0.0 0.023 TL 16.50 PV Pipe: 8 133.5 3.314 PL 30.00 PF 0.8 12 8.5 0.0 52.1 0.0 5.0 120 FTG 20.5 PE 0.0 13 8.5 0.0 51.3 0.0 0.016 TL 50.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 5 DATE: 6/2/2005 C:\HASS77\05-104-CANOPY.SDF JOB TITLE: Cannon Court Hotel - Entry Canopy Attic - .10/1500 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: 9 111.5 .3.314 PL 16.00 PF 0.2 13 8.5 0.0 51.3 0.0 4.1 120 FTG ---- PE 0.0 H 14 8.5 0.0 51.1 0.0 0.012 TL 16.00 PV Pipe: 10 92.0 3.314 PL 18.00 PF 0.1 14 8.5 0.0 51.1 0.0 3.4 120 FTG ---- PE 0.0 15 8.5 0.0 50.9 . 0.0 0.008 TL 18.00 PV Pipe: 11 73.2 3.314 PL 18.00 PF 0.1 15 8.5 0.0 50.9 0.0 2.7 120 FTG ---- PE 0.0 16 8.5 0.0 50.9 0.0 0.005 TL 18.00 PV Pipe: 12 52.6 3.314 PL 18.00 PF 0.1 16 8.5 0.0 50.9 0.0 2.0 120 FTG ---- PE 0.0 17 8.5 0.0 50.8 0.0 0.003 TL 18.00 PV Pipe: 13 . 26.2 3.314 PL 18.00 PF 0.0 17 8.5 0.0 50.8 0.0 1.0 120 FTG ---- PE 0.0 18 8.5 0.0 50.8 0.0 0.001 TL 18.00 PV Pipe: 14 -24.3 2.203 PL 16.00 PF 0.1 20 8.5 0.0 47.2 0.0 2.0 120 FTG ---- PE 0.0 21 8.5 0.0 47.3 0.0 0.005 TL 16.00 PV Pipe: 15 -4.8 2.203 PL 18.00 PF 0.0 21 8.5 0.0 47.3 0.0 0.4 120 FTG ---- PE 0.0 22 8.5 0.0 47.3 0.0 0.000 TL 18.00 PV Pipe: 16 13.9 2.203 PL 18.00 PF 0.0 22 8.5 0.0 47.3 0.0 1.2 120 FTG ---- PE 0.0 23 8.5 0.0 47.3 0.0 0.002 TL 18.00 PV Pipe: 17 . -110.8 . 2.203 PL 18.00 PF 1.5 24 8.5 0.0 39.2 0.0 9.3 120 FTG ---- PE 0.0 25 8.5 0.0 40.7 0.0 0.083 TL 18.00 PV Pipe: 18 -92.5 2.203 PL 18.00 .PF 1.1 25 8.5 0.0 40.7 0.0 7.8 120 FTG ---- PE 0.0 26 8.5 0.0 41.8 0.0 0.060 TL 18.00 PV Pipe: .19 . -87.1 2.203 PL 16.00 PF 0.9 26 . 8.5 0.0 41.8 0.0 7.3 120 FTG ---- PE 0.0 27 8.5 0.0 42.6 0.0 0.053 TL 16.00 PV Pipe: 20 -52.6 2.203 PL 18.00 PF 0.4 27 8.5 0.0 42.6 0.0 4.4 120 FTG ---- PE 0.0 28 8.5 0.0 43.0 0.0 0.021 TL 18.00 PV Pipe: 21 -26.2 2.203 PL 18.00 PF 0.1 28 8.5 0.0 43.0 0.0 2.2 120 FTG ---- .PE 0.0 29 8.5 0.0 43.1 0.0 0.006 TL 18.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/2/2005 C:\HASS77\05-104-CANOPY.SDF JOB TITLE: Cannon Court Hotel - Entry Canopy Attic - .10/1500 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: 22 27.7 2.203 FL 16.50 PF 0.1 30 .' 8.5 0.0 42.5 0.0 . 2.3 . 120 FTG ---- PE 0.0 31 8.5 0.0 42.4 0.0 0.006 TL 16.50 PV Pipe: 23 54.9 2.203 FL 18.00 PF 0.4 31 8.5 0.0 42.4 0.0 4.6 120 FTG ---- PE 0.0 32 8.5 0.0 42.0 0.0 0.023 TL 18.00 PV Pipe: 24 23.7 2.203 PL 18.00 PF 0.1 32 8.5 0.0 .42.0 0.0 2.0 120 FTG ---- FE 0.0 33 8.5 0.0 41.9 0.0 0.005 TL 18.00 PV Pipe: 25 5.4 2.203 PL 18.00 PF 0.0 33 8.5 0.0 41.9 0.0 0.5 120 FTG ---- FE 0.0 34 8.5 0.0 41.9 . 0.0 0.000 TL 18.00 PV Pipe: 26 27.7 1.536 FL 249.00 PF 10.0 11 8.5 0.0 52.5 0.0 4.8 120 FTG 20.3 PE 0.0 30 . 8.5 0.0 42.5 0.0 0.037 TL 269.30 PV Pipe: 27 27.2 1.536 FL 249.00 PF 9.7 12 8.5 0.0 52.1 0.0 4.7 120 FTG 20.3 PE 0.0 31 8.5 0.0 42.4 0.0 0.036 TL 269.30 PV Pipe: 28 . 22.0 1.536 PL 147.00 PF 4.1 13 8.5 0.0 51.3 . . 0.0 3.8 120 FTG 20.3 FE 0.0 20 8.5 0.0 47.2 0.0 0.024 TL 167.30 PV Pipe: 29 19.5 1.536 FL 155.00 PF 3.8 14 8.5 0.0 51.1 0.0 3.4 120 FTG 40.5 FE 0.0 21 8.5 0.0 47.3 0.0 0.019 TL 195.50 PV Pipe: 30 18.7 1.536 FL 162.00 PF 3.6 15 8.5 0.0 50.9 0.0 3.2 120 FTG 40.5 PE 0.0 22 8.5 0.0 47.3 0.0 0.018 TL 202.50 PV Pipe: 31 20.6 1.536 FL 147.00 PF 3.6 16 8.5 0.0 50.9 0.0 3.6 120 FTG 20.3 FE 0.0 23 8.5 0.0 47.3 0.0 0.021 TL 167.30 PV Pipe: 32 26.4 1.536 FL 96.00 PF 3.6 17 8.5 0.0 50.8 . 0.0 4.6 120 FTG 10.2 PE 0.0 Si 8.5 0.0 47.2 0.0 0.034 TL 106.20 PV Pipe: 33 26.2 1.536 FL 96.00 PF 3.6 18 8.5 0.0 . 50.8 0.0 4.5 120 FTG 10.2 FE 0.0 S4 8.5 0.0 47.2 0.0 0.033 TL 106.20 PV Pipe: 34 26.4 1.536 PL 18.00 PF 0.6 Si 8.5 0.0 47.2 0.0 4.6 120 FTG ---- FE 0.0 S2 8.5 0.0 46.6 0.0 0.034 TL 18.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/2/2005 C:\HASS77\05-104-CANOPY.SDF JOB TITLE: Cannon Court Hotel - Entry Canopy Attic - .10/1500 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: 35 . 26.4 1.536 PL 18.00 PF 0.6 S2 8.5 0.0 46.6 0.0 4.6 120 FTG ---- PE 0.0 S3 8.5 0.0 46.0 0.0 0.034 TL 18.00 PV Pipe: 36 . 26.4 1.536 PL 77.00 PF 3.0 S3 8.5 0.0 46.0 0.0 4.6 120 FTG 10.2 PE 0.0 28 8.5 0.0 43.0 . 0.0 0.034 TL 87.20 PV Pipe: 37 . 26.2 1.536 PL 18.00 PF 0.6 S4 8.5 0.0 47.2 0.0 4.5 120 FTG ---- PE 0.0 S5 8.5 0.0 46.6 0.0 0.033 TL 18.00 PV Pipe: 38 26.2 1.536 PL 18.00 PF 0.6 S5 8.5 0.0 46.6 0.0 4.5 120 FTG ---- PE 0.0 S6 8.5 0.0 46.0 0.0. 0.033 TL 18.00 PV Pipe: 39 26.2 1.536 PL 77.00 PF 2.9 S6 8.5 0.0 46.0 0.0 4.5 120 FTG. 10.2 PE 0.0 29 8.5 0.0 43.1 0.0 0.033 TL 87.20 PV Pipe: 40 46.4 1.536 PL 63.00 PF 8.0 20 8.5 0.0 47.2 0.0 8.0 120 FTG 20.3 PE 0.0 24 8.5 0.0 39.2 0.0 0.096 TL 83.30 PV Pipe: 41 -31.2 1.536 PL 50.00 PF 2.8 24 8.5 0.0 39.2 0.0 5.4 120 FTG 10.2 PE 0.0 32 8.5 0.0 42.0 0.0 0.046 TL 60.20 PV Pipe: 42 -18.3 1.536 PL 50.00 PF 1.2 25 8.5 0.0 40.7 0.0 3.2 120 FTG 20.3 PE 0.0 33 8.5 0.0 41.9 0.0 0.017 TL 70.30 PV Pipe: 43 -5.4 1.536 PL 50.00 PF 0.1 26 8.5 0.0. 41.8 0.0 0.9 120 FTG 20.3 PE 0.0 34 8.5 0.0 41.9 0.0 0.002 TL 70.30 PV Pipe: 44 . 34.5 1.536 PL 63.00 PF 4.6 23 8.5 0.0 47.3 0.0 6.0 120 FTG 20.3 PE 0.0 27 8.5 0.0 42.6. 0.0 0.056 TL 83.30 PV Pipe: 45 188.4 2.703 PL 44.00 PF 5.3 24 8.5 0.0 39.2 0.0 10.5 120 FTG 20.0 PE 0.0 80 8.5 0.0 33.9. 0.0 0.082 TL 64.00 PV Pipe: 46 188.4 2.703 PL 2.00 PF 2.6 80 8.5 0.0 33.9 0.0 10.5 120 FTG 2EB PE 70.6 81 10.0 0.0 30.7 0.0 0.08.2 TL 31.53 PV Pipe: 47 188.4 2.703 PL 3.00 PF 1.9 81 10.0 0.0 30.7 0.0 10.5 12.0 FTG 20.0 PE 0.0 82 10.0 0.0 28.8 0.0 0.082 TL 23.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/2/2005 C:\HASS77\05-104-CANOPY.SDF JOB TITLE: Cannon Court Hotel - Entry Canopy Attic - .10/1500 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: 48 . 188.4 2.157 PL 14.00 PF 5.9 82 10.0 0.0 28.8 0.0 .16.5 150 FTG 22.0 PE -6.1 83 24.0 0.0 16.9 . 0.0 0.163 TL 36.00 PV Pipe.: 49 188.4 2.203 FL 8.00 PF 6.2. 83 24.0 0.0 16.9 0.0 15.9 120 FTG 20.0 PE 0.0 84 24.0 0.0 10.7 0.0 0.222 TL 28.00 PV . Pipe: 50 103.0 2.104 PL 3.00 FE' 1.5 84 24.0 0.0 . 10.7 0.0 9.5 120 FTG 14.0 FE 0.0 85 24.0 0.0 9.1 0.0 0.091 TL 17.00 PV Pipe: 51 16.1 1.080 FL 1.00 PF 0.8 85 24.0 0.0 9.1 0.0 5.6 120 FTG 10.0 PE 0.0 P1 24.0 5.6 8.3 .16.1 0.076 TL 11.00 PV Pipe: 52 . . 86.9 2.104 PL 6.00 . PF 0.4 85 24.0 0.0 9.1 0.0 8.0 120 FTG ---- PE 0.0 P2 .24.0 5.6 8.7 16.5 0.066 TL 6.00 PV Pipe: 53 70.4 2.104 FL 10.00 PF 0.4 P2 24.0 5.6 . 8.7 16.5 6.5 .120 FTG ---- FE 0.0 P3 24.0 5.6 8.3 16.1 0.045 TL 10.00 PV Pipe: 54 . 54.3 2.104 FL 10.00 FE' 0.3 P3 24.0 5.6 8.3 . 16.1 5.0 120 FTG ---- . FE 0.0 P4 24.0 5.6 8.0 15.8 0.028 TL 10.00 PV Pipe: 55 . 38.4 2.104 PL 10.00 PF 0.1 P4 24.0 5.6 8.0 15.8 3.5 120 FTG ---- PE 0.0, P5 24.0 5.6 7.8 1.5.7 0.015 TL 10.00 PV Pipe: 56 . . 22.8 2.104 FL 7.00 PF 0.1 P5 24.0 5.6 7.8 15.7 2.1 120 FTG 10.0 FE 0.0 87 24.0 0.0 7.7 0.0 0.006 TL 17.00 PV Pipe: 57 14.8 1.080 PL 1.00 PF 0.7. 87 24.0 0.0 7.7 0.0 5.2 120 FTG 10.0 FE 0.0 P6 24.0 5.6 7.0 14.8 0.065 TL 11.00 PV Pipe: 58 . 7.9 2.104 FL 10.06 PF 0.0 87 24.0 0.0 7.7 0.0 0.7 120 FTG 20.0 FE 0.0 88 24.0 0.0 7.7 0.0 0.001 TL 30.00 PV Pipe: 59 14.8 1.080 FL 1.00 PF 0.7 88 24.0 0.0 . 7.7 0.0 5.2 120 FTG 10.0 FE 0.0 P7 24.0 5.6 7.0 14.8 0.065 TL 11.00 . FV Pipe: 60 -6.9 2.104 PL 7.00 PF 0.0 88 24.0 0.0 7.7 0.0 0.6 120 FTG 10.0 FE 0.0 P8 24.0 5.6 7.7 .15.6 . 0.001 TL 17.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/2/2005 C:\HASS77\05-104-CANOPY.SDF JOB TITLE: Cannon Court Hotel - Entry Canopy Attic - .10/1500 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: 61 -22.5 2.104 PL 10.00 PF 0.1 P8 24.0 5.6 7.7 15.6 2.1 120 FTG ---- PE 0.0 P9 24.0 5.6 7.8 15.6 0.005 TL 10.00 PV Pipe: •62 -38.1 2.104 PL 10.00 PF 0.1 P9 24.0 5.6 7.8 15.6 3.5 120 FTG ---- PE 0.0 P10 24.0 5.6 7.9 15.8 0.014 TL 10.00 PV Pipe: 63 -53.9 2.104 PL 10.00 PF 0.3 P10 24.0 5.6 7.9 15.8 5.0 120 FTG ---- PE 0.0 P11 24.0 5.6 8.2 16.0 0.027 TL 10.00 PV Pipe: 64 -69.9 2.104 PL 6.00 PF 0.3 P11 24.0 5.6 8.2 16.0 6.4 120 FTG ---- PE 0.0 8.6 24.0 0.0 8.5 0.0 0.044 TL 6.00 PV Pipe: 65 15.5 1.080 PL 1.00 PF 0.8 86 24.0 0.0 8.5 0.0 5.4 120 FTG. 10.0 PE 0.0 P12 24.0 5.6 7.7 15.5 0.071 TL 11.00 PV Pipe: 66 -85.4 2.104 PL 14.00 PF 2.2 86 24.0 0.0 8.5 0.0 7.9 120 FTG 20.0 PE 0.0 84 24.0 0.0 10.7 0.0 0.064 TL 34.00 PV NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 27091255 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.051 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.5 ft/sec at pipe 48. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/2/2005 C:\HASS77\05-104-CANOPY.SDF JOB TITLE: Cannon Court Hotel - Entry Canopy Attic - .10/1500 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEli ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.536 3.18 6.36 1.59 7.16 4.77 0.80 7.95 7.95 6.36 2.104 5.45 10.90 3.27 11.99 6.54 1.09 10.90 10.90 10.90 2.157 6.15 12.31 3.69 13.54 7.38 1.23 12.31 12.31 12.31 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.5.7 30.61 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEl1 ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 / I 0 0 OD 0 0 0 0 0 W -1 0 0 0 i-I 0 0 a, 0 0 '.0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 6/2/2005 C:\HASS77\05-104-CANOPY.,SDF JOB TITLE: Cannon Court Hotel - Entry Canopy Attic - .10/1500 N 0 0 0 0 0 F-I a, '.0 H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 6/2/2005 C:\HASS77\05-104-CANOPY.SDF JOB TITLE: Cannon Court Hotel - Entry Canopy Attic - .10/1500 WATER SUPPLY CURVE 84+ 77*\0\\\\\\\\ I \\\\\\\\\\ I X * <-72.0 psi @ 1350. gpm 70+ Flow Test Point 63+ P56+ R I E I S I S 49+ U I R I E I 42+ ( I S I I 35+ ) I 28+ 21+ 14+ LEGEND I X = Required Water Supply I 72.93 psi @ 288.4 gpm 7+ I 0 = Available Water Supply " I 77.09 psi @ 288.4 gpm I I, 0++-+---+----+-----+------+ --------+--------+ ---------+-----------+ 400 600 800 1000. 1200 1400 1600 1800 2000 FLOW (GPM) SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Cannon Court Hotel 4790 Avenida Encinas Carlsbad, CA Third Floor - Attic Area AFILE NUMBER: 05-104-3rd DATE: JUN 2, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard. DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 222.1 gpm TOTAL WATER REQUIRED (including hose): 322.1 gpm FLOW AND PRESSURE (@ BOR): 222.1 gpm @ 34.2 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE * 27091255 ). HRS SYSTEMS, INC. TUCKER,GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/2/2005 . C:\HASS77\05-104-3RD.SDF JOB TITLE: Cannon Court Hotel - Third Floor Fire Sprinkler System - Attic WATER SUPPLY DATA SOURCE STATIC NODE PRESS. TAG (PSI) 1 77.4 RESID. FLOW PRESS. @ (PSI) (GPM) 72.0 1350.0 AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 77.0 322.1 REQtD PRESS. (PSI) 69.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 322.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES • • 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 222.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -3.0 SOURCE 69.2 222.1 2 0.0 - - - - 67.8 - - - 3 0.0 - - - - 53.8 - - - 3A 0.0 - - - - 53.7. 4 0.0 - - - 53.7 - - - 5 0.0 - - - - 53.3 - •- - 9 8.0 • ---- 48.7. 75 8.0 -•--- 47.8 76 8.0 - - - - 47.4 - - - 77 8.0 ---- 47.0 100 18.0 • - - - - 43.0 - - - 106 18.0 - - - - 42.6 200 28.0 . ---- 38.6 201 28.0 . - - - - 38.2 300 38.0 - - - - 34.2 301 38.0 - - - - 29.1 - - - 302 41.0 .--•-- 25.7 303 41.0 - - - - 22.9 - - - 304 41.0 - - - - 21.0 - - - 305 41.0 -•- - - 10.9 306 41.0 --•-- 10.9 307 41.0 - - - - 11.1 - - - 308 41.0 - - - - 12.3 - - - 309 41.0 - - - - 17.4 - - - 310 41.0 - - - - 21.9 - - - 311 41.0 - - - - 25.6 312 41.0 - - - - 27.5 - -. - 313 41.0 . - - - - 30.2 -. - - 314 38.0 - - - - 33.8 - - - Al 41.0 K= 5.60 10.1 . 17.8 A2 41.0 K= 5.60 10.1 17.8 A3 41.0 K= 5.60 10.3 18.0 A4 41.0 K= 5.60 12.2 19.5 . PRESSURE DISCHARGE (PSI) (GPM) 8.6 16.4 8.5 16.3 8.7 16.5 11.3 - - - 7.0 14.9 7.0 14.8 7.2 15.0 10.4 - - - 10.7 18.3 10.6. 18.3 10.9. 18.4 12.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2005 C:\HASS77\05-104-3RD.SDF JOB TITLE: Cannon Court Hotel - Third Floor Fire Sprinkler System - Attic NODE ANALYSIS DATA NODE TAG ELEVATION. NODE TYPE (FT) A5 43.0 K=.5.60 A6 43.0 K= 5.60 A7 43.0 K= 5.60 A8 43.0 A9 45.0 K= 5.60 A10 45.0 K= 5.60 All 45.0 K= 5.60 Al2 45.0 - - - - A13 40.0 K= 5.60 A14 40.0 - K= 5.60 A15 40.0 K= 5.60 A16 40.0 - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/2/2005 C:\HASS77\05-104-3RD.SDF JOB TITLE: Cannon Court Hotel - Third Floor Fire Sprinkler System - Attic I 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: 1 222.1 6.090 PL 22.00 PF 0.1 1 -3.0 SRCE 69.2 (N/A) 2.4 150 FTG ETG PE -1.3 2 0.0 0.0 67.8 0.0 0.001 TL 94.46 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 67.8 .0.0 14.0 psi, 222.1 gpm 3 0.0 0.0 53.8 0.0 Pipe: 3 . 222.1 6.090 PL 32.00 PF 0.1 3 0.0 0.0 53.8 0.0 2.4 150 FTG 2E PE 0.0 3A 0.0 0.0 53.7 .0.0 0.001 TL 75.17 PV Pipe: 3A, 222.1 6.065 PL 5.00 P.F. 0.0 3A 0.0 0.0 53.7 0.0 2.5 140 FTG E PE 0.0 4 0.0 0.0 53.7 0.0 0.002 TL 23.62 PV Pipe: 4 222.1 4.310 PL 4.00 PF 0.4 4 0.0 0.0 53.7 0.0 4.9 120 FTG 28.0 PE 0.0 5 0.0 0.0 53.3 0.0 0.011 TL 32.00 PV Pipe: 5 222.1 4.310 PL 8.00 PF 1.1 5 0.0 0.0 .53.3 0.0 4.9 120 FTG ETCB PE -3.5 9 8.0 0.0 48.7 0.0 0.011 TL 97.20 PV Pipe: 6 222.1 4.310 PL 68.00 PF 0.9 9 8.0 0.0 48.7 0.0 4.9 120 FTG E PE 0.0 75 8.0 0.0 . 47.8 0.0 0.011 TL 81.94 PV Pipe: 7 . 118.5 4.310 PL 66.00 PF 0.4 75 8.0 0.0 47.8 0.0 2.6 120 FTG ET PE 0.0 76 8.0 0.0 47.4 0.0 0.004 TL 107.81 PV Pipe: 8 103.6 4.310 PL 248.00 PF 0.8 75 8.0 0.0 47.8 0.0 2.3 120 FTG ET PE 0.0 77 8.0 0.0 47.0 0.0 0.003 TL 289.81 PV Pipe: 9 . . 118.5 4.313 PL 10.00 PF 0.1 76 8.0 0.0 47.4 0.0 2.6 . 120 FTG E PE -4.3 100 18.0 0.0 43.0 . 0.0 0.004 TL 23.98 PV Pipe: 10 . 103.6 4.310 PL 10.00 PF .0.1 77 8.0 00 47.0 0.0 2.3 120 FTG E PE -4.3 106 18.0 0.0 42.6 0.0 0.003 TL 23.94 PV Pipe: 11 118.5 4.310 PL 10.00 PF 0.0 100 18.0 0.0 43.0 0.0 2.6 120 FTG ---- PE -4.3 200 28.0 0.0 38.6 0.0 0.004 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/2/2005 C:\HASS77\05-104-3RD.SDF JOB TITLE: Cannon Court Hotel - Third Floor Fire Sprinkler System - Attic 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: 12 103.6 4.310 PL 10.00 PF 0.0 106 18.0 0.0 42.6 0.0 2.3 120 FTG ---- PE -4.3 201 28.6 0.0 38.2 0.0 0.003 TL 10.00 PV Pipe: 13 . 118.5 4.310 PL 10.00 . PF 0.0 200 28.0 0.0 38.6 0.0 2.6 120 FTG ---- PE -4.3 300 38.0 0.0 34..2 0.0 0.004 TL 10.00 PV Pipe: 14 103.6 4.310 PL 10.00 PF 0.0 201 28.0 0.0 38.2 0.0 2.3 120 FTG ---- PE -4.3 314 38.0 0.0 33.8 0.0 0.003 TL 10.00 PV Pipe: 15 118.5 2.203.PL 18.00 PF 5.2 300 38.0 0.0 34.2 0.0 10.0 120 FTG TCB PE 0.0 301 38.0 0.0 29.1 0.0 0.094 TL 54.82 PV Pipe: 16 108.1 2.203 PL 12.00 PF 2.1 301 38.0 0.0 29.1 0.0 9.1 120 FTG 14.0 PE -1.3 302 41.0 0.0 25.7 0.0 0.080 TL 26.00 PV Pipe: 17 108.1 2.203 PL 28.00 PF 2.8 302 41.0 0.0 25.7 0.0 9.1 120 FTG 7.0. PE 0.0 303 41.0 0.0 22.9 0.0 0.080 TL 35.00 PV Pipe: 18 85.9 2.2.03 PL 30.00 . PF 1.9 303 41.0 0.0 22.9 0.0 7.2 120 FTG 7.0 PE 0.0 304 41.0 0.0 21.0 0.0 0.052 TL 37.00 PV Pipe: 19 10.4 2.203 PL 196.00 PF 0.2 301 38.0 0.0 29.1 0.0 0.9 120 FTG 14.0 PE -1.3 312 41.0 0.0 27.5 0.0 0.001TL 210.00 PV Pipe: 20 22.2 2.203 PL 202.00 PF 1.0 303 41.0 0.0 22.9 0.0 1.9 . 120 FTG 28.0 PE 0.0 310 41.0 0.0 21.9 0.0 0.004 TL 230.00 PV Pipe: 21 . 85.9 2.203 PL 166.00 .PF 10.1 304 41.0 0.0 21.0 . 0.0 7.2 120 FTG 28.0 PE 0.0 305 41.0 0.0 10.9 0.0 0.052 .TL 194.00 PV Pipe: 22 18.5 2.203 PL 13.00 PF 0.0 305 41.0 0.0 10.9 0.0 1.6 120 FTG ---- PE 0.0 306 41.0 0.0 10.9 0.0 0.003 TL 13.00 PV Pipe: 23 -48.7 2.203 PL 13.00 PF 0.2 306 41.0 0.0 10.9 0.0 4.1 120 FTG ---- PE 0.0 307 41.0 0.0 11.1 0.0 0.018 TL 13.00 PV Pipe: 24 -116.7 2.203 PL 13.00 PF 1.2 307 41.0 0.0 11.1 0.0 9.8 120 FTG ---- PE 0.0 308 41.0 0.0 '12.3 0.0 0.092 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 6 DATE: 6/2/2005 . . . . .. . . . C:\HASS77\05-104-3RP.SDF JOB TITLE Cannon Court Hotel - Third Floor. Fire Sprinkler System - Attic 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: 25 . -136.2 2.203 PL 14.00 PF 5.1 308 41.0 0.0 12.3 0.0 .11.5 120 FTG 28.0 PE 0.0 309 41.0 0.0 17.4 .0.0 0.122 TL 42.00 .PV Pipe 26 -136.2 2.203 PL 30 00 PF 4.5 309 41.0 0.0 17.4 . 0.0 11.5 120 FTG .7.0 PE 0.0 310 41.0. 0.0 .21.9 :0.0 0.122 TL 37.00 PV Pipe 27 .49 .1 1.639 PL 3 00 PF .0 .8 305 41.0 0.0 .10.9 0.0 .7.5 120 FTG 7.0 PE 0.0 Al 41.0 5.6 10.1 178 0.078 TL 10.00 PV Pipe: 28 49.0 1.639 PL 3.00 PF 0.8 306 41.0 0.0 10.9 00 7.4 120 FTG. 7.0 PE 0.0 A2 41.0 56 10.1 17.8 . 0.078 TL 10.00 PV. Pipe 29 .49 .5 1.639 PL 3.00 PF 0.8 307 41.0 0.0 11.1 0.0 . 7.5 120 FTG. 7.0 PE 0.0 A3 41.0 5.6 10.3 18.0 0.079 TL 10.00 PV . Pipe: 30 . 19.5 1.639 •PL 3.00 PF 0.1 308 41.0 0.0 .12.3 0.0 3.0 .120 FTG 7.0 PE .0.0 A4 41.0 5.6 12.2 19.5 0.014 TL 10.00 PV Pipe: 31 . 31.2 1.408 PL 10.00 •PF 0.7 Al 41.0 5.6 10.1 . 17.8 6.4 120 FTG ----. .PE -0.9 A5 43.0 5.6 8.6 16.4 0.071 TL 10.00 PV Pipe: 32 . . 31.2 1.408 PL 10.00 PF 0.7 A2 41.0 5.6 10.1 17.8 6.4 120 FTG . ---- PE -0.9 A6 . 43.0 5.6 8.5 16.3 0.070 TL 10.00 PV Pipe: 33 . 31.6 1.408 PL 10.00 PF 0.7 A3 41.0 5.6 10.3 18.0 6.5 120 FTG ---- .PE -0.9 A7 43.0 5.6 8.7 16.5 0.072 TL 10.00 PV Pipe: 34 0.0 1.408 PL 10.00 PF 0.0 A4 41.0 5.6 12.2 19.5 0.0 120 FTG ---- PE -0.9 A8 43.0 0.0 11.3 0.0 0.000 TL 10.00 PV Pipe: 35 . 14.9 1.080 PL 10.00 PF. 07 A5 43.0 5.6 . 8.6 .16.4 5.2 120 FTG ---- PE -0.9 A9 45.0 5.6 7.0 14.9 0.065 TL 10.00 PV . Pipe: 36 . 14.8 1.080 PL 10.00 PF .0.6 . . A6 43.0 5.6 8.5 16.3 5.2 120 FTG ---- PE -0.9 A10 45.0 5.6 7.0. 14.8 0.065 TL 10.00 P.V Pipe: 37 . . 15.0 1.080 PL 1.0.00 PF . 0.7 A7 . 43.0 •5.6 8.7 16.5 5.3 120. FTG ---- .PE -0.9 All 45.0 5.6 7.2 15.0 0.066 TL 10.00 PV . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/2/2005 C:\HASS77\05-104-3RD.SDF JOB TITLE: Cannon Court Hotel - Third Floor Fire Sprinkler System - Attic 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: 38 0.0 1.080 PL 10.00 PF 0.0 A8 43.0 0.0 11.3 0.0 0.0 120 FTG ---- . PE -0..9 Al2 45.0 . 0.0 10.4 0.0 0.000 TL 10.00 PV Pipe: 39 18.3 1.080 PL 7.00 PF 0.7 305 41.0 0.0 10.9 0.0 6.4 120 FTG ---- PE 0.4 A13 40.0 5.6 10.7 . 18.3 0.096 TL 7.00 PV Pipe: 40 18.3 1.080 PL 7.00 PF 0.7 306 41.0 0.0 10.9 0.0 6.4 .120 FTG ---- PE 0.4 A14 40.0 5.6 10.6 18.3 0.095 TL 7.00 PV Pipe: 41 18.4 1.080 PL 7.00 PF 0.7 307 41.0 0.0 11.1 0.0 6.5 120 FTG ---- . PE 0.4 A15 40.0 5.6 10.9 18.4 0.097 TL 7.00 PV Pipe: 42 . 0.0 1.080 PL 7.00 PF .0.0 308 41.0 0.0 12.3 0.0 0.0 120 FTG ---- PE 0.4 .A16 40.0 0.0 12.7 0.0 0.000 TL 7.00 pv Pipe: 43 -114.0 2.203 PL 28.00 PF 3.7 310 41.0 0.0 21.9 0.0 9.6 120 FTG 14.0 PE. 0.0 311 41.0 0.0 25.6 0.0 . 0.088 TL 42.00 PV Pipe: 44 -114.0 2.203 PL 8.00 PF 1.9 311 41.0 0.0 25..6 0.0 9.6 120 FTG 14.0 PE 0.0 312 41.0 0.0 27.5 0.0 0.088 TL 22.00 PV Pipe: 45 -103.6 2.203 PL 22.00 PF 2.6 312 41.0 0.0 27.5 0.0 8.7 120 FTG 14.0 PE 0.0 313 41.0 0.0 30.2 0.0 0.073TL 36.00 PV Pipe: 46 . -103.6 2.202 PL 4.00 PF 2.4 313 41.0 0.0 30.2 0.0 8.7 120 FTG 28.0 PE 1.3 314 38.0 0.0 33.8 0.0 0.074 TL 32.00 PV NOTES: . Calculations were performed by the HASS 7.6 computer program under license no. 27091255 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.131 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 11.5 ft/sec at pipe 25. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/2/2005 C:\HASS77\05-104-3RD.SDF JOB TITLE: Cannon Court Hotel - Third Floor Fire Sprinkler System - Attic (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: 540 HWC: 120 . Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.408 3.31 6.62 22l. 7.72 6.62 1.10 11.03 11.03 6.62 1.639 4.36 8.73 2.18 9.82 6.54 1.09 10.91 10.91 8.73 2.202 6.80 13.61 4.08 14.97 8.17 1.36 13.61 13.61 13.61 2.203 6.82 13.64 4.09 15.00. 8.18 1.36 13.64 13.64 13.64 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 4.313 13.98 27.97 8.39 30.77 16.78 2.80 27.97 27.97. 27.97 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 '30.61 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlvAlmChk DPVlv NPTee 6.065 14.00 30.00 900 32.00. 10.00 3.00 28.00 28.00 30.00 0 0 OD 0 0 H 0 0 0 0 0 CD 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/2/2005 C:\HASS77\05-104-3RD..SDF JOB TITLE: Cannon Court Hotel - Third Floor Fire Sprinkler System - Attic 0 0 N 0 0 0 0 0 0 '-I 0 0 0 0 0 0 0 CX) tO qw C14 U)U)Fx1 '-04U-d-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/2/2005 C:\HASS77\05-104-3RD.SDF JOB TITLE: Cannon Court Hotel - Third Floor Fire Sprinkler System - Attic 4 WATER SUPPLY CURVE 84+ 77*\0\\\\\\\\ I \\\\\\\\\\ I \\\\\\\\\\ I * <-72.0 psi @ 1350 gpm 70+ X Flow Test Point 63+ P56+ R I E I S I. S 49+ U I R I E I 42+ ( I P H S I I 35+ . ) I 28+ 21+ 14+ LEGEND I X = Required Water Supply 69.24 psi @ 322.1 gpm 7+ I 0 = Available Water Supply " 77.02 psi @ 322.1 gpm 0++-+---+----+-----+------+ --------+--------+---------+ -----------+ 400 600 800 1000 1200 1400 1600.• 1800 2000 FLOW (GPM) SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Cannon Court Hotel 4970 Avenida Encinas Carlsbad, CA Second Floor - Attic Area "FILE NUMBER: 05-104-2nd DATE: JUN 2, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 249.7 gpm TOTAL WATER REQUIRED (including hose): 349.7 gpm FLOW AND PRESSURE (@ BOR): 249.7 gpm @ 45.2 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE * 27091255 HRS SYSTEMS, INC. TUCKER, GA 30084 PRESSURE (PSI) 76.6 75.2 61.2 61.0- 61.0 60.5 56.3 55.2 54.9 53.5 50.5 49.1 47.9 44.7 45.2 38.8 42.. 2 41.3 41.0 40.7 28.6 34.6 29.3 26.2 29.0 27.4 25.5 16.9 14.5 13.1 12.1 1,. .1... 12.7 DISCHARGE (GPM) 249.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/2/.2005 . C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - Attic Sprinki WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 . 77.4 72.0 1350.0 77.0 349.7 76.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 349.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES . 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 249.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION .NODE TYPE (FT) 1 -3.0 SOURCE 2 0.0 3 0.0 3A 0.0 - - - - 4 0.0 - - - - 5 0.0 9 8.0 75 8.0 - - -. - 76 8.0 - - - - 77 8.0 - - - - 100 .18.0 106 18.0 - - - - 200 24.0 - - - - 201 . 28.0 202 24.0 202A 28.0 - - - - 203 28.0 204 28.0 - - - - 205 28.0 - - - - 206 28.0 206A 28.0 - - - - 207 28.0 208 28.0 - - -. - 208A 28.0 - - -. - 209 28.0 - - - - 210 28.0 211 28.0 - - - - 212 28.0 - - - - 213 28.0 - - - - 214 28.0 - - - - 215 28.0 - - - - 216 28.0 - - - - 217 28.0 - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - Attic Sprinki NODE ANALYSIS DATA NODE TAG ELEVATION. NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 218 28.0 - -- 15.2 219 28.0 - - - - 17.7 - - - 220 28.0 - - - - 35•4 - - - 221 28.0 - - - - 34.8 222 28.0 - - - - 36.5 223 28.0 - - - - 37.0 Al 28.0 K= 5.60 15.7 22.2 A2 30.0 K= 5.60 12.4 19.7 A3 28.0 K= 5.60 13.3 20.5 A4 28.0 K= 5.60 11.9. 19.3 A5 28.0 K= 5.60 11.1 18.6 A6 30.0 K= 5.60 8.6 16.4 A7 28.0 K= 5.60 11.1 18.7 AB 30.0 K= 5.60 8.8 16.6 A9 28.0 K= 5.60 . 11.5 19.0 A10 28.0 K= 5.60 13.9 20.9 All 28.0 K= 5.60 16.4 22.7.- Al2 30.0 K= 5.60 13.2 20.3 A13 30.0 K= 5.60 7.0 14.8 Ri 28.0 - - - - 28.8 R2 28.0 - - - - 28.5 - - R3 28.0 - - - - 28.6 R4 28.0 .---- 28.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/2/2005 C:\HASS77\05-1042ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - Attic Sprinki 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 , 249.7 6.090 PL 22.00 PF 0.2 1 -3.0 SRCE 76.6 .(N/A) 2.8 150 FTG ETG PE -1.3 2 0.0 0.0 75.2 0.0 0.002 TL 94.46 pv Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 75.2 . 0.0 - 14.0 psi, 249.7 gpm 3 0.0 0.0 61.2 0.0 . . Pipe: 3 249.7 6.090 PL 32.00 PF 0.1 3 0.0 0.0 61.2 0.0 2.8 150 FTG 2E PE 0.0 3A 0.0 0.0 61.0 .0.0 0.002 TL 75.17 PV Pipe: 3A 249.7 6.065 PL 5.00 PF 0.0 3A 0.0 0.0 61.0 0.0 2.8 140 FTG E PE 0.0 4 0.0 0.0 61.0 0.0 0.002 TL 23.62 PV Pipe: 4 249.7 4.310 PL 4.00 PF 0.5 4 0.0 0.0 61.0 0.0 5.5 120 FTG 28.0 PE 0.0 5 0.0 0.0 60.5 0.0 0.014 TL 32.00 PV Pipe: 5 . 249.7 4.310 PL 8.00 PF 0.7 5 0.0 0.0 60.5 0.0 55 120 FTG ET PE -3.5 9 8.0 0.0 56.3 0.0 0.014 TL 49.81 PV Pipe: 6 . 249.7 4.310 PL 68.00 PF 1.2 9 8.0 0.0 56.3 0.0 5.5 120 FTG E PE 0.0 75 . 8.0 0.0 55.2 0.0 0.014 TL 81.94. PV Pipe: 7 . . 98.4 4.310 PL 66.00 PF 0.3 75 . 8.0 0.0 55.2 0.0 2.2 120 FTG ET PE 0.0 76 8.0 0.0 54.9 0.0 0.003 TL 107.81 PV Pipe: 8 151.3 4.310 PL 248.00 PF 1.6 75 8.0 0.0 55.2 0.0 3.3 120 FTG ET. PE 0.0 77 8.0 0.0 53.5 0.0 0.006 TL 289.81 PV Pipe: 9 98.4 4.313 PL 10.00 PF 0.1 76 8.0 0.0 54.9 0.0 2.2 . 120 FTG E PE -4.3 100 18.0 0.0 50.5' 0.0 0.003 TL 23.98 PV Pipe: 10 151.3 4.310 PL 10.00 PF .0.1 77 8.0 0.0 53.5 0.0 . 3.3 120 FTG E PE -4.3 106 18.0 0.0 49.1 0.0 0.006 TL 23.94 PV Pipe: 11 98.4 4.310 PL - 10.00 PF 0.0 100 18.0 0.0 50.5 0.0 2.2 120 FTG ---- PE -2.6 200 24.0 0.0 47.9 0.0 0.003 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/2/2005 . C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - Attic Sprinkl 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: 12 151.3 4.310 FL 10.00 FE' 0.1 106 18.0 0.0 49.1 0.0 3.3 120 FTG ---- . PE -4.3 201 28.0 0.0 44.7 0.0 0.006 TL 10.00 PV Pipe: 13 98.4 2.203 FL 3.00 PF 2.7 200 24.0 0.0 47.9 0.0 8.3 120 FTG TCB PE 0.0 202 24.0 0.0 45.2 . 0.0 0.067 TL 39.82 PV Pipe: 14 151.3 2.203 PL 3.00 PF 5.9 201 28.0 0.0 44.7 0.0 12.7 . 120 FTG TCB. PE 0.0 202A 28.0 0.0 38.8 0.0 0.148 TL 3.9.82 PV Pipe: 15 98.4 2.203 PL 6.00 PF 1.3 202 24.0 0.0 45.2 0.0 8.3 120 FTG 14.0 FE -1.7 203 28.0 0.0 42.2 0.0 0.067 TL 20.00 PV Pipe: 16 . . 57.7 2.003 FL 13.00 PF .0.8 203 28.0 0.0 42.2 0.0 5.9 150 FTG. 18.0 PE 0.0 204 28.0 0.0 41.3 0.0 0.026 TL 31.00 PV Pipe: 17 . 57.7 2.003 FL 10.00 PF 0.3 204 28.0 0.0 41.3 0.0 .5.9 150 FTG 2.0 FE. 0.0 205 28.0 0.0 41.0 0.0 0.026 TL 12.00 PV Pipe: 18 43.8 2.003 PL 20.00 PF 0.3 205 : 28.0 0.0 41.0 0.0 4.5 150 FTG 2.0 PE 0.0 206 28.0 0.0 40.7 0.0 0.016 TL 22.00 PV Pipe: 19 . 40.7 1.598 PL. 104.00 PF 5.1 203 28.0 0.0 42.2 0.0 6.5 150 FTG 20.0 PE 0.0 223 28.0 0.0 37.0 0.0 0.041 TL 124.00 PV Pipe: 20 29.1 1.598 PL 54.00 PF 1.6 223 28.0 0.0 37.0 0.0 4.7 . 150 FTG 20.0 FE 0.0 220 28.0 0.0 35.4 0.0 0.022 TL 74.00 PV Pipe: 21 . 14.0 1.101 PL 118.00 PF 4.5 205 28.0 0.0 41.0 0.0 4.7 150 FTG 12.0 PE 0..0 222 28.0 0.0 36.5 0,0 0.035 TL 130.00 PV Pipe: 22 25.6 1.101 FL 12.00 PF 1.7 222 28.0 0.0 36.5 0.0 8.6 150 FTG 4.0 FE 0.0 221 28.0 0.0 34.8 0.0 0.107 TL 16.00 PV Pipe: 23 -11.6 1.101 PL 10.00 PF 0.5 222 28.0 0.0 36.5 0.0 3.9 150 FTG 12.0 FE 0.0 223 28.0 0.0 37.0 0.0 0.025 TL 22.00 PV Pipe: 24 12.5 1.101 FL 10.00 PF 0.6 220 28.0 0.0 35.4 0.0 4.2 150 FTG 12.0 FE 0.0 221 28.0 0.0 34.8 0.0 0.029 TL 22.00 PV . SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 6 DATE: 6/2/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel.- Second Floor Fire Sprinkler System - Attic Sprinki I 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: 25 16.6 1.598 PL 74.00 PF 0.8 220 . 28.0 0.0 35.4 0.0 . 2.7 150 FTG 22.0 PE 0.0 207 28.0 0.0 34.6 .0.0 0.008 TL •. 96.00 PV Pipe: 26 . 167.9 2.003 PL 10.00 PF 5.3 207 28.0 0.0 34.6 0.0 17.1 150 FTG 18.0 PE 0.0 208 28.0 0.0 29.3 0.0 0.189 TL 28.00 PV Pipe: 27 41.3 2.003 FL 10.00 PF 0.4 208 28.0 0.0 29.3 0.0 4.2 150 FTG 16.0 PE 0.0 209 28.0 0.0 29.0 0.0 0.014 TL 26.00 PV Pipe: 28 79.4 2.003 FL 20.00 PF 1.6 209 28.0 0.0 29.0 0.0 8.1 150 FTG 14.0 FE 0.0 210 28.0 0.0 27.4 . 0.0 0.047 TL 34.00 PV. Pipe: 29 . 123.2 2.003 FL 8.00 .PF 1.9 210 28.0 0.0 27.4 0.0 12.5 150 FTG 10.0 PE 0.0 211 .28.0 0.0 25.5 0.0 0.107 TL 18.00 Pv Pipe: 30 123.2 1.639 FL 12.00 PF 8.6 211 28.0 0.0 25.5 0.0 18.7 120 FTG 8.0 FE 0.0 212 28.0 0.0 16.9 .0.0 0.428 TL 20.00 PV Pipe: 31 . 81.3 1.639 FL 12.00 PF 2.4 212 28.0 0.0 16.9 0.0 12.4 120 FTG ---- PE 0.0 213 28.0 0.0 14.5 0.0 0.198 TL 12.00 PV Pipe: 32 . 60.8 1.639 FL 12.00 PF 1.4 213 28.0 0.0 14.5 0.0 9.2 120 FTG . ---- PE 0.0 214 28.0 0.0 13.1 0.0 0.116 TL 12.00 PV Pipe: 33 41.5 1.639 PL 10.00 PF 1.0 214 28.0 0.0 13.1 0.0 6.3 120 FTG 8.0 PE 0.0 215 28.0 0.0 12.1 0.0 0.057 TL 18.00 PV Pipe: 34 6.5 1.639 PL 9.00 PF 0.0 215 28.0 0.0 12.1 0.0 1.0 120 FTG ---- PE 0.0 216 28.0 0.0 12.1 0.0 0.002 TL 9.00 PV Pipe: 35 -43.7 1.639 FL 10.00 PF. 0.6 216 28.0 0.0 12.1 0.0 6.6 120 FTG ---- PE 0.0 217 28.0 0.0 12.7 0.0 0.063 TL 10.00 PV Pipe: 36 -62.6 1.639 PL 12.00 PF 2.4 217 28.0 0.0 12.7 0.0 9.5 120 FTG 8.0 PE 0.0 218 28.0 0.0 15.2 0.0 0.122 TL 20.00 Pv Pipe: 37 -83.6 1.639 PL 12.00 PF 2.5 218 28.0 0.0 15.2 0.0 12.7 120 FTG ---- FE 0.0 219 28.0 0.0 17.7 0.0 0.209 TL 12.00 Pv SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/2/2005 . . C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel Second Floor Fire Sprinkler System - Attic Sprinkl 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: 38 . -126.6 1.639 PL 11.00 PF 8.5 219 28.0 0.0 17.7 0.0 19.2 120 FTG 8.0 . PE 0.0 208A 28.0 0.0 26.2 0.0 0.450 TL 19.00 .PV Pipe: 39 -126.6 2.003 PL 16.00 PF 3.1 208A 28.0 0.0 26.2 0.0 12.9 150 FTG 12.0 PE 0.0 208 28.0 0.0 29.3 0.0 0.112 TL 28.00 PV Pipe: 40 41.9 1.408 PL 2.00 PF 1.2 212 28.0 0.0 16.9 0.0 8.6 120 FTG 8.0 PE 0.0 Al 28.0 5.6 15.7 22.2 0.122 TL 10.00 PV H Pipe: 41 19.7 1.080 PL 12.00 PF 2.4 Al 28.0 .5.6 15.7 22.2 6.9 120 FTG 10.0 PE -0..9 A2 30.0 5.6 12.4 19.7 0.110 .TL 22.00 PV Pipe: 42 20.5 1.080 PL 2.00 PF .1.2 213 28.0 0.0 14.5 0.0 7.2 . 120 FTG 8.0 PE 0.0 A3 28.0 5.6 13.3 20.5 0.118 TL 10.00 PV Pipe: 43 19.3 1.080 PL 4.00 PF 1.3 214 28.0 0.0 13.1 0.0 .6.8 120 FTG 8.0 PE. 0.0 A4 28.0 5.6 11.9 19.3 0.106 TL 12.00 PV Pipe: 44 35.1 1.408 PL 4.00 PF 1.1 215 28.0 0.0 12.1 0.0 7.2 120 FTG 8.0 PE 0.0 A5 28.0 5.6 11.1 18.6 0.088 TL 12.00 PV Pipe: 45 16.4 1.080 PL 12.00 PF 1.6 A5 28.0 5.6 11.1 18.6 5.8 120 FTG 8.0 PE -0.9 A6 30.0 5.6 8.6 16.4 0.079 TL 20.00 PV Pipe: 46 50.1 1.639 PL 4.00 PF 1.0 216 28.0 0.0 12.1 0.0 7.6 .• 120 FTG 8.0 PE 0.0 A7 28.0 5.6 11.1 18.7 0.081 TL 12.00 PV Pipe: 47 31.4 1.408 PL 12.00 PF 1.4 A7 28.0 5.6 11.1 18.7 6.5 .120 FTG 8.0 PE -0..9 A8 30.0 5.6 8.8 16.6 0.072 TL 20.00 PV Pipe: 48 14.8 1.080 PL 12.00 PF 1.8 A8 30.0 5.6 8.8 16.6 5.2 120 FTG 16.0 PE 0.0 A13 30.0 5.6 7.0 14.8. 0.065 TL 28.00 PV Pipe: 49 19.0 1.080 PL 4.00 PF 1.2 217 28.0 0.0 12.7 0.0 6.6 120 FTG 8.0 PE 0.0 A9 28.0 5.6 11.5 19.0 0.102 TL 12.00 PV Pipe: 50 . 20.9 1.080 PL 2.00 PF 1.2 218 28.0 0.0 15.2 0.0 7.3 120 FTG 8.0 PE 0.0 A10 28.0 5.6 13.9 20.9 0.123 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/212005 . . C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire. Sprinkler System - Attic Sprinki I 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: 51 43.0 1.408 PL 2.00 PF 1.3 219 . 28.0 0.0 17.7 0.0 8.9 120 FTG 8.0 PE 0.0 All 28.0 5.6 16.4 22.7 0.128 TL 10.00 .PV Pipe:. 52 20.3 1.080 PL 12.00 PF 2.3 All 28.0 5.6 16.4 22.7 7.1 120 FTG .8 .0 PE -0.9 Al2 30.0 5.6 13.2 20.3 0.116 TL 20.00 PV Pipe: 53 -151.3 2.203 PL 12.00 PF 4.1 207 28.0 0.0 .34.6 0.0 12.7 120 FTG 16.0 PE 0.0 202A 28.0 0.0 38.8 0.0 0.148 TL 28.00 PV Pipe: 54 . 19.2 1.101 PL 84.00 PF 5.8 221 28.0 0.0 34.8 0.0 6.5 150 FTG 8.0 PE 0.0 209 28.0 0.0 29.0 0.0 0.063 TL .92.00 PV. Pipe: 55 . 43.8 1.598 PL 204.00 PF 11.9 206 28.0 0..0 40.7 0.0 7.0 150 FTG 48.0 PE 0.0 RI 28.0 0.0 28.8 0.0 0.047 TL 252.00 PV Pipe: 56 . 43.8 1.598 PL 2.00 PF 0.2 Ri 28.0 0.0 28.8 0.0 7.0 .150 FTG 2.0 PE 0.0 206A 28.0 0.0 28.6 0.0 0.047 TL 4.00 PV Pipe: 57 . 43.8 1.598 PL 1.00 PF 0.1 206A 28.0 0.0 28.6 0.0 7.0 150 FTG 2.0 PE 0.0 R2 28.0 0.0 28.5 0.0 0.047 TL 3.00 PV Pipe: 58 . 0.0 1.101 PL 11.00 PF 0.0. 206A 28.0 0.0 28.6 0.0 . 0.0 150 FTG . 8.0 PE 0.0 R3 28.0 0.0 . 28.6 0.0 0.000 TL 19.00 PV Pipe: 59 0.0 1.101 PL 12.00 PF 0.0 206A 28.0 0.0 28.6 0.0 0.0 150 FTG 8.0 PE 0.0 R4 28.0 0.0 28.6 0.0 0.000 TL 20.00 PV Pipe: 60 43.8 1.598 PL 9.00 PF 1.1 R2 28.0 0.0 28.5 0.0 7.0 150 FTG 14.0 PE 0.0 210 28.0 0.0 27.4 0.0 0.047 TL 23.00 PV Pipe: 61 18.9 1.101 PL 84.00 PF 5.8 221 28.0 0.0 34.8 0.0 6.4 150 FTG 10.0 PE 0.0 209 28.0 0.0 29.0 0.0 0.062 TL 94.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS •. Page 9 DATE: 6/2/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - Attic Sprinki NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 27091255 granted, by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of.0.064 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.2 ft/sec at pipe 38. PIPE FITTINGS. TABLE Pipe Table Name: STANDARD.PIP. PAGE: * MATERIAL: S40 . HWC: 120 . . . Diameter Equivalent Fitting Lengths. in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.101 2.53 6.33 2.53 6.33 7.59 ' 1.27 12.66 12.66 . 6.33 1.408 3.31 6.62 .. 2.21 ' 7.72 6..62 1.10 11.03 11.03 6.62 1.598 . 3.86 7.71 1.93 8.68 5.79 0.96 9.64 9.64 7.71 1.639 4.36 8.73 2.18 9.82 6.54 1.09 . 10.91 10.91 8.73 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 2.203 ' 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 4.313 13.98 27.97 8.39 30.77' 16.78 2.80 27.97 27,.97 27.97 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 PAGE: A. MATERIAL: S40 HWC: 120 Diameter . Equivalent Fitting Lengths in Feet (in) E T. L C B . G A D N Eli . Tee LngEll ChkVlv BfyViv GatViv AlmChk DPVlv NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 b O ) 51) 00 Isr- wr- 0 ).i •>Cl coO. . ()Q. -I Z 14 (L) Fs O) Q) 5.5)(l .( W•d •dWC rz) HQ)U)OW D 551 1.1 (O -I C.' -d01'.000U) (51 ¼O GJW 1) YA -I I) 1) -I I) 24 -I .1 Ii r) 0 0 U) '-4 0 0 w '—I 0 0 rl SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/212005 . C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - Attic Sprinkl 0 0 .10 .1 . .. Ic'J 0 0 0 14 0 0 '0 0 0 N 0 0 0 0 0 .0 0 0 0 0 0 0 0 U) W V I.—' 13400001x) 'Q4U)d— SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 6/2/2005 C:\HASS77\05-104-2ND.SDF JOB TITLE: Cannon Court Hotel - Second Floor Fire Sprinkler System - Attic Sprinki WATER SUPPLY CURVE 84+ 77*\\0\\\\\\\ I \\\\\\\\\\ I \\\\\\\\\\ I * <-72.0 psi @ 1350 gpm 70+ Flow Test Point 63+ P56+ R I E I S I S 49+ U I R I E I 42+ ( I P I S I. I 35+ ) I 28+ 21+ 14+ LEGEND I X = Required Water Supply I 76.63 psi @ 349.7 gpm 7+ I 0 = Available Water Supply I 76.96 psi @ 349.7 gpm I 'I +------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1.600 1800 2000 FLOW (GPM) Length of brace: Diameter of brace: Type of brace: Angle of brace: Least radius of gyration:* LIR value:* Maximum horizontal load: r 'P cac. 40 B cyj' .42. 2cx, tb. Seismic Bracing Calculations Sheet of __.±_L Project: C,uQ.r L3o71 tL. Address: c. Brace Information Contractor: Tt\LAtD Ri~ vciio4 iC Address: 43r36 iJT Lot'A tc 4J Oto Cp Telephone: G''\ ''2_1 \4CC Fax: ("i E2.3 1 4c3?- Seismic Brace Attachments Structure attachment fitting or tension-only bracing system: Make: Model: 1 O E;vj%\JFL Listed load rating: 'ZO % S lb. Sway brace (pipe attachment) fitting: Make: i'io Model: ( COO F6T LAe- Listed load rating: 2OI5 kb. Seismic Brace Assembly Detail (Provide detail on plans) - Fastener Information &. t.oc% SWIVEL Orientation of connecting surface: W. Fastener: e-ei-X_ 10504-r Toic-o 1FW . toll F Type: t BLT To 1312. 9WE Diameter: Length (wood): Maximum load: 1=frA- 4t %oob Brace Identification no. (to be used on plans) I f'r CLJ.-4P 2 Lateral brace - 0 Longitudinal brace Sprinkler System Load Calculation [F =_W (default is 0.5)] Diameter Type Length(ft) Total(ft) Weightper ft Total Weight " lb/ft I AS, c lb lb/ft -Z'41 _lb • I>/tJ Ft,J lb/ft . lb lb/ft lb lb/ft . lb Totalweight I lb F xl.15 o1'.t' lb rn Seismic Bracing Calculations 2 2 Sheet of Project: Contractor: -T--AO iPQ t0J Address: Address: 44' Pot -1 Loi\ 1J CA. S Oxo Cp. Telephone: 60M ZZ' k4cx: Fax: (pttL -4kdL. Brace Information Seismic Brace Attachments Length of brace: d" Structure attachment fitting or tension-only bracing system: Diameter of brace: i" AV Make: 1'c' Model: 'f1 'v.JW€L. Listed load rating: Ze I I Type of brace: Sway brace (pipe attachment) fitting: Angle of brace: 'Pl Make:_ Model: 4A Least radius of gyration:* Listed load rating: Zd S IJR value:* _________________ Maximum horizontal load: 2'000 lb Seismic Brace Assembly Detail (Provide detail on plans) Fastener Information Orientation of connecting surface: W; , (o Fw Fastener: ,JC. dIJe'f-T TOL&o Fi&a.. 10' F 40 Type: SOL--r Diameter: Pu Length (in wood): IN Maximum load: j, Brace Identification no. Sift to be used on plans) 0 Lateral brace ' Longitudinal brace Sprinkler System Load Calculation [F =-W, (default is 0.5)] Diameter Type Length (ft) • • Total (It) Weight per ft Total Weight A" APt scD'- Oil lb/ft 4',4 A lb lb/ft lb lb/ft lb lb/ft lb lb/ft lb Total weight 4 lb Fx1.15 41'i1(PIb