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2500 CAMPBELL PL; ; AS070245; Permit
City of Carlsbad Sprinkler Permit Permit No: AS070245 Job Address: 2500 CAMPBELL FL Permit Type: SPRINK Parcel No: 2132610500 Lot #: 0 Reference No.: Status: ISSUED Applied 10/10/2007 Approved: 10/10/2007 Issued: 10/10/2007 PC #: Inspector: Project Title: BRESSI RANCH SELF STORAGE-A THREE FIRE SPRINKLER INSPEXTIONS @ $65/EA Applicant: CPS FIRE PROTECTION, INC. 417 VERNON WY EL CAJON, CA 619-726-0183 Owner: V P I BRESSI STORAGE L L C ATTN BRET GOSSETT 8910 UNIVERSITY CENTER LN #630 SAN DIEGO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 0 195 0 Parsley Consulting 350YVest 9h Aven.c, Suite L Escondido, California 92025-5053 FILE JtA (760) 756181 Fa(760) 745..0537 October 8, 2007 Mr. James Weigand City of Carlsbad Fire Department Office of Fire Protection Services 1635 Faraday Avenue Carlsbad, California 92008 Subject: Plan Review for Bressi Ranch Self Storage, 2500 Campbell Place, Carlsbad, CA Dear Mr Weigand: We have reviewed the submittal as prepared by CPS Fire Protection, Inc.. Based on our review it is our opinion that the submittal is in substantial conformance with the applicable codes and standards in force at this time, including local adopted ordinances. Further submittal should not be required. Sincerely, X EYCONSULTING .tI h W agone, T Office Manager End (1) Working Drawings - 2 sets Hydraulic Calculations - 1 set Review Comments - 1 set Note: A copy of this letter has been transmitted via fax to CPS Fire Protection, Inc. on October 8, 2007 4. file:\K:\RE VIE WS\Rev207352.002wpd Bressi Ranch Self Storage Review Comments. Page 2 Review Comments Bressi Ranch Self Storage, 2500 Campbell Place, Carlsbad, CA All references to NFPA- 13 are to the 2002 edition. All Systems Field verify that rod lengths for hangers supporting mains do not exceed 6" in length, measured from the top of the pipe to the point where the rod connects to the building structure. Field verify that no main hanger is attached to Z-purlins, unless through use of a trapeze style hanger. Per discussions between Greg Ryan of Carlsbad Fire and Ken Wagoner of Parsley Consulting the allowance for reduction of the size of the required remote area for use of high temperature sprinklers in accordance with NFPA- 13, 2002 edition, section 11.2.3.2.6 is acceptable to the authority haying jurisdiction. Ao-4o2_4G^-A5cPP2.19 CPS FIRE PROTECTION, INC. 417 VERNON WAY EL CAJON, CA 92020 LICENSE C16-684659 HYDRAULIC CALCULATIONS FOR BRESSI RANCH SELF STORAGE CAMPBELL PLACE CARLSBAD, CA BUILDING B2, BASEMENT, AREA 5 - PEAKED FILE NUMBER: BRESSI RANCH, BLDG B2, AREA 5 - PEAKED.SDF DATE: 10/3/07 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HAZARD GRP. II DENSITY: .40 gpm/sq. it. AREA OF APPLICATION: 2000 sq.ft. NUMBER OF SPRINKLERS CALCULATED: 36 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1477.1 gpm 0.5 TOTAL WATER REQUIRED (including hose): 1977.1 gpm (500 gpm Hose Allow) FLOW AND PRESSURE (@ NODE RPOUT) : 1477.1 gpm @ 49.8 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 8.0 DESIGN/LAYOUT BY: CPS FIRE PROTECTION AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPARTMENT WATER FLOW LABILIT'I DATA: STATIC: 95 psi iB5.5 '@ 90%) RESIDUAL: 90 psi (81.0 @ 90%) FLOW: 1,500 gpm SOURCE: CPS FIRE PROTECTION FLOW TEST - 5/17/07 WITNESSED BY CARLSBAD FIRE DEPARTMENT CALCULATIONS:BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. APPROVE9AUBMITTED MLAN7A, o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/3/2007BRESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 5-PEAKED.SDF JOB TITLE: Bressi Ranch Building 32, Area Five PEAKED, .40/2000 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.5 81.0 1500.0 78.0 1977.1 68.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1977.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STRE ALLONCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1477.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT (,PSI) (GPM') SRC 10.0 SOURCE 68.6 1977.1 8" -1.0 - - - - 72.2 - - - HYD1 -1.0 - - - - 71.7 - - - -1.0 ---- 71.7 HYD2 -1.0 - - - - - 70.2 - - - B2 -1.0 HOSE STREAM 68.6 500.0 HYD3 -1.0 - - - - 68.7 - - - B3 -1.0 - - - - 70.1 HYD4 -1.0 - - -- 70.2 A -1.0 - - - - 71.3 RPIN 3.0 - - - - 65.8 RPOUT 3.0 - - - - 49.8 TOP. 9.5 - - - - 46.0 - - - 1ST 3.5 - - - - 45.8 - - - BSMT -1.0 - - - - 47.6 6" -1.0 - - - - 45.0 - - - 1 -1.0 - - - - 45.5 - - - 2 -1.0 - - - - 45.3 - - - 3 -1.0 - - - - 45.0 - - - 4 -1.0 - - - - 40.1 - - - 5 -1.0 - - - - 39.4 - - - 6 -1.0 - - - - 38.7 - - - 7 -1.0 - - - - 38.4 - - - 8 -1.0 - - -- 38.3 9 -1.0 - - - - 38.3 10 -1.0 - - - - 27.6 11 -1.0 - - - - 27.6 - - - 12 -1.0 - - - - 27.5 13 -1.0 - - - - 27.2 14 -1.0 - - - - 27.0 - - - t SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/3/2007BRESSI RANCH CALCS\BRESSI RANCH BLDG 32, AREA 5-PEAKED.SDF JOB TITLE: Bressi Ranch Building 32, Area Five PEAKED, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 15 -1.0 - - - - 26.8 - - - 16 -1.0 - - - - 26.7 - - - 17 -1.0 - - - - 26.7 - - - 18 -1.0 - - - - 26.7 - - - 5.1 -1.0 - - - - 35.6 - - - 5.2 -1.0 - - - - 34.2 5.3 -1.0 - - - - 32.8 - - - 5.4 -1.0 - - - - 31.4 - - - 5.5 -1.0 - - - - 30.6 - - - 5.6 -1.0 K= 8.00 28.8 42.9 5.7 -1.0 K= 8.00 27.8 42.2 5.8 -1.0 K= 8.00 27.3 41.8 5.9 -1.0 K= 8.00 27.2 41.7 5.10 -1.0 - - - - 27.2 - - - 5.11 -1.0 K= 8.00 28.0 42.4 5.12 -1.0 K= 8.00 26.8 41.5 5.13 -1.0 K= 8.00 26.2 41.0 5.14 -1.0 K= 8.00 26.0 40.8 5.15 -1.0 K= 8.00 26.0 40.8 5.16 -1.0 K= 8.00 26.1 40.9 5.17 -1.0 K= 8.00 27.7 42.1 5.18 -1.0 K= 8.00 26.4 41.1 5.19 -1.0 K= 8.00 25.7 40.6 5.20 -1.0 K= 8.00 25.5 40.4 5.21 -1.0 K= 8.00 25.4 40.3 5.22 -1.0 K= 8.00 25.5 40.4 5.23 -1.0 K= 8.00 28.1 42.4 5.24 -1.0 7K= 8.00 26.9 41.5 5.25 -1.0 K= 8.00 26.3 41.0 5.26 -1.0 K= 8.00 26.1 40.8 5.27 -1.0 K= 8.00 26.1 40.8 5.28 -1.0 K= 8.00 26.1 40.9 5.29 -1.0 K= 8.00 27.6 42.0 5.30 -1.0 K= 8.00 26.5 41.2 5.31 -1.0 K= 8.00 25.9 40.7 5.32 -1.0 K= 8.00 25.8 40.6 5.33 -1.0 K= 8.00 25.7 40.6 5.34 -1.0 K= 8.00 25.8 40.7 5.35 -1.0 K= 8.00 27.1 41.6 5.36 -1.0 K= 8.00 25.9 40.7 5.37 -1.0 K= 8.00 25.2 40.2 5.38 -1.0 K= 8.00 25.0 40.0 5.39 -1.0 K= 8.00 25.0 40.0 5.40 -1.0 K= 8.00 25.0 40.0 5.41 -1.0 - - - - 27.2 - - - 5.42 -1.0 K= 8.00 25.6 40.4 5.43 -1.0 K= 8.00 25.2 40.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/3/2007BRESSI RANCH CALCS\BRESSI RANCH BLDG 32, AREA 5-PEAKED.SDF JOB TITLE: Bressi Ranch Building 32, Area Five PEAKED, .40/2000 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1977.1 11.734 PL 85.00 PP 1.2 SRC 10.0 SRCE 68.6 (N/A) 5.9 150 FTG T2LG PE 4.8 8" -1.0 0.0 72.2 0.0 0.003 TL 368.65 PV Pipe: 2 955.6 8.044 PL 47.00 PP 0.5 8" -1.0 0.0 72.2 0.0 6.0 150 FTG 2L PE 0.0 WDl -1.0 0.0 71.7 0.0 0.005 TL 87.82 PV Pipe: 3 955.6 8.044 PL 4.00 PF 0.0 HYD1 -1.0 0.0 71.7 0.0 6.0 150 FTG ---- PE 0.0 B1 -1.0 0.0 71.7 0.0 0.005 TL 4.00 PV Pipe: 4 955.6 8.044 PL 258.00 PF 1.5 Bi -1.0 0.0 71.7 0.0 6.0 150 FTG L PE 0.0 HYD2 -1.0 0.0 70.2 0.0 0.005 TL 278.41 PV Pipe: 5 955.6 8.044 PL 225.00 PP 1.5 HYD2 -1.0 0.0 70.2 0.0 6.0 150 FTG 3L PE 0.0 B2 -1.0 H.S. 68.6 500.0 0.005 TL 286.23 PV Pipe: 6 - -1021.5 8.044 PL 10.00 PP 0.1 B2 -1.0 H.S. 68.6 500.0 6.4 150 FTG ---- FE 0.0 HID3 -1.0 0.0 68.7 0.0 0.006 TL 10.00 PV Pipe: 7 -1021.5 8.044 PL 212.00 PP 1.4 HYD3 -1.0 0.0 68.7 0.0 6.4 150 FTG L PE 0.0 B3 -1.0 0.0 70.1 0.0 0.006 TL 232.41 PV Pipe: 8 -1021.5 8.044 PL 10.00 PF 0.1 33 -1.0 0.0 70.1 0.0 6.4 150 FTG ---- FE 0.0 HYD4 -1.0 0.0 70.2 0.0 0.006 TL 10.00 PV Pipe: 9 -1021.5 8.044 PL 152.00 PF 1.2 HYD4 -1.0 0.0 70.2 0.0 6.4 150 FTG 2L PE 0.0 A -1.0 0.0 71.3 0.0 0.006 TL 192.82 PV Pipe: 10 -1021.5 8.044 FL 80.00 PP 0.8 A -1.0 0.0 71.3 0.0 6.4 150 FTG T PE 0.0 8" -1.0 0.0 72.2 0.0 0.006 TL 134.95 PV Pipe: 11 1477.1 8.510 FL 12.00 PP 1.0 B2 -1.0 H.S. 68.6 500.0 8.3 140 FTG TL FE -1.7 RPIN 3.0 0.0 65.8 0.0 0.010 TL 99.26 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/3/2007BRESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 5-PEAKED.SDF JOB TITLE: Bres.si Ranch Building B2, Area Five PEAKED, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) ST.Th'l. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 65.8 0.0 16.0 psi, 1477.1 gpm RPOUT 3.0 0.0 49.8 0.0 Pipe: 13 1477.1 6.357 PL 6.50 PF 1.0 RPOUT 3.0 0.0 49.8 0.0 14.9 120 FTG L PE -2.8 TOR 9.5 0.0 46.0 0.0 0.058 TL 17.82 PV Pipe: 14 1477.1 6.357 FL 3.00 PF 0.2 TOR 9.5 0.0 46.0 0.0 14.9 120 FTG ---- PE 0.0 1ST 9.5 0.0 45.8 0.0 0.058 TL 3.00 PV Pipe: 15 1477.1 6.357 PL 10.50 PF 2.8 1ST 9.5 0.0 45.8 0.0 14.9 120 FTG T PE 4.5 BSMT -1.0 0.0 47.6 0.0 0.058 TL 48.22 PV Pipe: 16 1477.1 6.357 FL 13.50 PF 2.1 BSMT -1.0 0.0 47.6 0.0 14.9 120 FTG 2L FE 0.0 1 1.0 0.0 45.5 0.0 0.058 TL 36.13 PV Pipe: 17 1346.8 6.357 FL 5.33 PF 0.3 1 -1.0 0.0 45.5 0.0 13.6 120 FTG ---- FE 0.0 2 -1.0 0.0 45.3 0.0 0.049 TL 5.33 PV Pipe: 18 1199.4 6.357 FL 6.17 PF 0.2 2 -1.0 0.0 45.3 0.0 12.1 120 FTG ---- FE 0.0 3 -1.0 0.0 45.0 0.0 0.039 TL 6.27 PV Pipe: 19 1052.5 6.357 FL 0.50 PF 0.0 3 -1.0 0.0 45.0 0.0 10.6 120 FTG ---- PE 0.0 6" -1.0 0.0 45.0 0.0 0.031 TL 0.50 PV Pipe: 20 1052.5 4.310 FL 7.50 PF 4.9 6" -1.0 0.0 45.0 0.0 23.1 120 FTG 2L PE 0.0 4 -1.0 0.0 40.1 0.0 0.204 TL 24.22 PV Pipe: 21 884.7 4.310 FL 4.75 PF 0.7 4 -1.0 0.0 40.1 0.0 19.5 120 FTG ---- FE 0.0 5 -1.0 0.0 39.4 0.0 0.148 TL 4.75 PV Pipe: 22 707.8 4.310 FL 6.66 PF 0.7 5 -1.0 0.0 39.4 0.0 15.6 120 FTG ---- FE 0.0 6 -2.0 0.0 38.7 0.0 0.098 TL 6.66 PV Pipe: 23 525.4 4.310 FL 5.00 PF 0.3 6 -1.0 0.0 38.7 0.0 11.6 120 FTG ---- PE 0.0 7 -1.0 0.0 38.4 0.0 0.056 TL 5.00 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/3/2007BRESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 5-PEAKED.SDF JOB TITLE: Bressi Ranch Building 32, Area Five PEAKED, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 349.0 4.310 PL 3.33 PF 0.1 7 -1.0 0.0 38.4 0.0 7.7 120 FTG ---- FE 0.0 B -1.0 0.0 36.3 0.0 0.026 TL 3.33 P Pipe: 25 177.1 4.310 PL 7.17 PF 0.1 8 -1.0 0.0 38.3 0.0 3.9 120 FTG ---- PE 0.0 9 -1.0 0.0 38.3 0.0 0.008 TL 7.17 PV Pipe: 26 130.3 4.310 PL 6.17 PF 0.0 10 -1.0 0.0 27.6 0.0 2.9 120 FTG ---- PE 0.0 22 -2.0 0.0 27.6 0.0 0.004 TL 6.27 PV Pipe: 27 277.7 4.310 PL 6.66 PF 0.1 11 -1.0 0.0 27.6 0.0 6.1 120 FTG ---- PE 0.0 12 -1.0 0.0 27.5 0.0 0.017 TL 6.66 PV Pipe: 28 424.6 4.310 PL 8.58 PF 0.3 12 -1.0 0.0 27.5 0.0 9.3 120 FTG ---- FE 0.0 13 -1.0 0.0 27.2 0.0 0.036 TL 8.56 PV Pipe: 29 423.8 4.310 FL 4.75 PF 0.2 13 -1.0 0.0 27.2 0.0 9.3 120 FTG ---- FE 0.0 14 -1.0 0.0. 27.0 0.0 0.038'TL 4.75 PV Pipe: 30 353.4 4.310 FL 6.66 PF 0.2 14 -1.0 0.0 27.0 0.0 7.8 120 FTG ---- FE 0.0 25 -2.0 0.0 26.8 0.0 0.027 TL 6.66 PV Pipe: 31 250.5 4.310 FL 5.00 PF 0.1 15 -1.0 0.0 26.8 0.0 5.5 120 FTG ---- FE 0.0 16 -1.0 0.0 26.7 0.0 0.014 TL 5.00 PV Pipe: 32 179.5 4.310 PL 3.33 PF 0.0 16 -1.0 0.0 26.7 0.0 3.9 120 FTG ---- FE 0.0 17 -1.0 0.0 26.7 0.0 0.008 TL 3.33 PV Pipe: 33 105.7 4.310 FL 8.67 PF 0.0 17 -1.0 0.0 26.7 0.0 2.3 120 FTG ---- FE 0.0 18 -1.0 0.0 26.7 0.0 0.003 TL 8.67 PV Pipe: 34 . 130.3 2.203 PL 103.17 PF 17.9 1 -1.0 0.0 45.5 0.0 11.0 120 FTG 2T7L FE 0.0 20 -1.0 0.0 27.6 0.0 0.122 TL 259.09 PV Pipe: 35 147.4 2.203 PL 93.67 PF 17.7 2 -1.0 0.0 45.3 0.0 12.4 120 FTG 2TL FE 0.0 11 -1.0 0.0 27.6 0.0 0.141 TL 125.04 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/3/2007BRESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 5-PEAKED.SDF JOB TITLE: Bressi Ranch Building 32, Area Five PEAKED, .40/2000 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: 36 146.9 2.203 FL 49.50 PF 9.4 3 -1.0 0.0 45.0 0.0 12.4 120 FTG TL FE 0.0 5.1 -1.0 0.0 35.6 0.0 0.140 TL 67.23 PV Pipe: 37 146.9 2.203 PL 10.00 PF 1.4 5.1 -1.0 0.0 35.6 0.0 12.4 120 FTG ---- PE 0.0 5.2 -1.0 0.0 34.2 0.0 0.140 TL 10.00 PV Pipe: 38 146.9 2.203 PL 10.00 PF 1.4 5.2 -1.0 0.0 34.2 0.0 12.4 120 FTG ---- FE 0.0 5.3 -1.0 0.0 32.8 0.0 0.140 TL 10.00 PV Pipe: 39 146.9 2.203 PL 10.00 PF 1.4 5.3 -1.0 0.0 32.8 0.0 12.4 120 FTG ---- PE 0.0 5.4 -1.0 0.0 31.4 0.0 0.140 TL 10.00 PV Pipe: 40 146.9 2.203 PL 14.00 PF 3.9 5.4 -1.0 0.0 31.4 0.0 12.4 120 FTG T FE 0.0 12 -1.0 0.0 27.5 0.0 0.140 TL 27.64 PV Pipe: 41 167.8 2.203 PL 39.00 PF 9.4 4 -1.0 0.0 40.1 0.0 14.1 120 FTG T PE 0.0 5.5 -1.0 0.0 30.6 0.0 0.179 TL 52.64 PV Pipe: 42 167.8 2.203 PL 10.00 PF 1.8 5.5 -1.0 0.0 30.6 0.0 14.1 120 FTG ---- PE 0.0 5.6 -1.0 8.0 28.8 42.9 0.179 TL 10.00 PV Pipe: 43 124.8 2.203 PL 10.00 PF 1.0 5.6 -1.0 8.0 28.8 42.9 10.5 120 FTG ---- FE 0.0 5.7 -1.0 8.0 27.8 42.2 0.104 TL 10.00 PV Pipe: 44 82.7 2.203 PL 10.00 PF 0.5 5.7 -1.0 8.0 27.8 42.2 7.0 120 FTG ---- PE 0.0 5.8 -1.0 8.0 27.3 41.8 0.048 TL 10.00 PV Pipe: 45 40.9 2.203 PL 10.00 PF 0.1 5.8 -1.0 8.0 27.3 41.8 3.4 120 FTG ---- FE 0.0 5.9 -1.0 8.0 27.2 41.7 0.013 TL 10.00 PV Pipe: 46 -0.8 2.203 PL 7.50 PF 0.0 5.9 -1.0 8.0 27.2 41.7 0.1 120 FTG ---- PE 0.0 5.10 -1.0 0.0 27.2 0.0 0.000 TL 7.50 PV Pipe: 47 -0.8 2.203 PL 3.50 PF 0.0 5.10 -1.0 0.0 27.2 0.0 0.1 120 FTG ---- FE 0.0 5.41 -1.0 0.0 27.2 0.0 0.000 TL 3.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/3/2007BRESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 5-PEAKED.8DF JOB TITLE: Bressi Ranch Building B2, Area Five PEAKED, .40/2000 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 -0.8 2.203 PL 3.50 PF 0.0 5.41 -1.0 0.0 27.2 0.0 0.1 120 FTG T PE 0.0 13 -1.0 0.0 27.2 0.0 0.000 TL 17.14 PV Pipe: 49 176.9 2.203 PL 39.50 PF 11.3 5 -1.0 0.0 39.4 0.0 14.9 120 FTG TL PE 0.0 5.11 -1.0 8.0 28.0 42.4 0.198 TL 57.23 PV Pipe: 50 134.5 2.203 PL 10.00 PF 1.2 5.11 -1.0 8.0 28.0 42.4 11.3 120 FTG ---- PE 0.0 5.12 -1.0 8.0 26.8 41.5 0.119 TL 10.00 PV Pipe: 51 93.0 2.203 PL 10.00 PF 0.6 5.12 -1.0 8.0 26.8 41.5 7.8 120 FTG ---- PE 0.0 5.13 -1.0 8.0 26.2 41.0 0.060 TL 10.00 PV Pipe: 52 52.1 2.203 PL 10.00 PF 0.2 5.13 -1.0 8.0 26.2 41.0 4.4 120 FTG ---- PE 0.0 5.14 -1.0 8.0 2€.0 40.8 0.021 TL 10.00 PV Pipe: 53 11.2 2.203 PL 10.00 PF 0.0 5.14 -1.0 8.0 26.0 40.8 0.9 120 FTG ---- PE 0.0 5.15 -1.0 8.0 26.0 40.8 0.001 TL 10.00 PV Pipe: 54 -29.6 2.203 PL 7.50 PF 0.1 5.15 -1.0 8.0 26.0 40.8 2.5 120 FTG ---- PE 0.0 5.16 -1.0 8.0 26.1 40.9 0.007 TL 7.50 PV Pipe: 55 -70.4 2.203 PL 7.50 PF 0.9 5.16 -1.0 8.0 26.1 40.9 5.9 120 FTG TL PE 0.0 14 -1.0 0.0 27.0 0.0 0.036 TL 25.23 PV Pipe: 56 182.4 2.203 PL 39.00 PF 11.0 6 -1.0 0.0 38.7 0.0 15.4 120 FTG T PE 0.0 5.17 -1.0 8.0 27.7 42.1 0.209 TL 52.64 PV Pipe: 57 140.3 2.203 PL 10.00 PF 1.3 5.17 -1.0 8.0 27.7 42.1 11.8 120 FTG ---- PE 0.0 5.18 -1.0 8.0 26.4 41.1 0.129 TL 10.00 PV Pipe: 58 99.2 2.203 PL 10.00 PF 0.7 5.18 -1.0 8.0 26.4 41.1 8.3 120 FTG ---- PE 0.0 5.19 -1.0 8.0 25.7 40.6 0.068 TL 10.00 PV Pipe: 59 58.6 2.203 PL 10.00 PF 0.3 5.19 -1.0 8.0 25.7 40.6 4.9 120 FTG ---- PE 0.0 5.20 -1.0 8.0 25.5 40.4 0.026 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/3/2007BRESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 5-PEAKED.SDF JOB TITLE: Bressi Ranch Building 52, Area Five PEAKED, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 60 18.3 2.203 PL 10.00 PF 0.0 5.20 -1.0 8.0 25.5 40.4 1.5 120 FTG ---- PE 0.0 5.21 -1.0 8.0 25.4 40.3 0.003 TL 10.00 PV Pipe: 61 -22.1 2.203 FL 7.50 PF 0.0 5.21 -1.0 8.0 25.4 40.3 1.9 120 FTG ---- FE 0.0 5.22 -1.0 8.0 25.5 40.4 0.004 TL 7.50 PV Pipe: 62 -62.5 2.203 FL 3.50 PF 0.1 5.22 -1.0 8.0 25.5 40.4 5.3 120 FTG ---- PE 0.0 5.42 -2.0 8.0 25.6 40.4 0.029 TL 3.50 PV Pipe: 63 -102.9 2.203 PL 3.50 PF 1.2 5.42 -1.0 8.0 25.6 40.4 8.7 120 FTG T PE 0.0 15 -1.0 0.0 26.8 0.0 0.073 TL 17.14 PV Pipe: 64 176.5 2.203 PL 39.00 PF 10.4 7 -1.0 0.0 38.4 0.0 14.9 120 FTG T PE 0.0 5.23 -.0 8.0 28.1 42.4 0.191 TL 52.64 PV Pipe: 65 134.1 2.203 FL 10.00 PF 1.2 5.23 -1.0 8.0 28.1 42.4 11.3 120 FTG ---- PE 0.0 5.24 -1.0 8.0 26.9 .41.5 0.119 TL 10.00 PV Pipe: 66 92.6 2.203 PL 10.00 PF 0.6 5.24 -1.0 8.0 26.9 41.5 7.8 120 FTG ---- PE 0.0 5.25 -1.0 8.0 26.3 41.0 0.060 TL 10.00 PV Pipe: 67 51.6 2.203 PL 10.00 PF 0.2 5.25 -1.0 8.0 26.3 41.0 4.3 120 FTG ---- PE 0.0 5.26 -1.0 8.0 26.1 40.8 0.020 TL 10.00 PV Pipe: 68 10.8 2.203 FL 10.00 PF 0.0 5.26 -1.0 8.0 26.1 40.8 0.9 120 FTG ---- FE 0.0 5.27 -1.0 8.0 26.1 40.8 0.001 TL 10.00 PV Pipe: 69 -30.0 2.203 FL 7.50 PF 0.1 5.27 -1.0 8.0 26.1 40.8 2.5 120 FTG ---- FE 0.0 5.28 -1.0 8.0 26.1 40.9 0.007 TL 7.50 PV Pipe: 70 -70.9 2.203 PL 3.50 PF 0.6 5.28 -1.0 8.0 26.1 40.9 6.0 120 FTG T FE 0.0 16 -1.0 0.0 26.7 0.0 0.036 TL 17.14 PV Pipe: 71 171.9 2.203 PL 39.50 PF 10.7 8 -1.0 0.0 38.3 0.0 14.5 120 FTG TL FE 0.0 5.29 -1.0 8.0 27.6 42.0 0.188 TL 57.23 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/3/2007BRESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 5-PEAKED.SDF JOB TITLE: Bressi Ranch Building 32, Area Five PEAKED, .40/2000 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: 72 129.9 2.203 PL 10.00 PF 1.1 5.29 -1.0 8.0 27.6 42.0 10.9 120 FTG ---- PE 0.0 5.30 -1.0 8.0 26.5 41.2 0.112 TL 10.00 PV Pipe: 73 88.7 2.203 PL 10.00 PF 0.6 5.30 -1.0 8.0 26.5 41.2 7.5 120 FTG ---- PE 0.0 5.31 -1.0 8.0 25.9 40.7 0.055 TL 10.00 PV Pipe: 74 48.0 2.203 PL 10.00 PF 0.2 5.31 -1.0 8.0 25.9 40.7 4.0 120 FTG ---- FE 0.0 5.32 -1.0 8.0 25.8 40.6 0.018 TL 10.00 PV Pipe: 75 7.4 2.203 PL 10.00 PF 0.0 5.32 -1.0 8.0 25.8 40.6 0.6 120 FTG ---- FE 0.0 5.33 -1.0 8.0 25.7 40.6 0.001 TL 10.00 PV Pipe: 76 -33.2 2.203 FL 10.00 PF 0.1 5.33 -1.0 8.0 25.7 40.6 2.8 120 FTG ---- FE 0.0 5.34 -1.0 8.0 25.8 40.7 0.009 TL 10.00 PV Pipe: 77 -73.9 2.203 FL 4.50 PF 0.9 5.34 -1.0• 8.0 25.8 40.7 6.2 120 FTG TL FE 0.0 17 -1.0 0.0 26.7 0.0 0.039 TL 22.23 PV Pipe: 78 177.1 2.203 FL 44.25 PF 11.2 9 -1.0 0.0 38.3 0.0 14.9 120 FTG 3L FE 0.0 5.35 -1.0 8.0 27.1 41.6 0.198 TL 56.52 PV Pipe: 79 135.4 2.203 FL 10.00 PF 1.2 5.35 -1.0 8.0 27.1 41.6 11.4 120 FTG ---- FE 0.0 5.36 -1.0 8.0 25.9 40.7 0.121 TL 10.00 PV Pipe: 80 94.8 2.203 FL 10.00 PF 0.6 5.36 -1.0 8.0 25.9 40.7 8.0 120 FTG ---- FE 0.0 5.37 -1.0 8.0 25.2 40.2 0.062 TL 10.00 PV Pipe: 81 54.6 2.203 FL 10.00 PF 0.2 5.37 -1.0 8.0 25.2 40.2 4.6 120 FTG ---- FE 0.0 5.38 -1.0 8.0 25.0 40.0 0.022 TL 10.00 PV Pipe: 82 14.5 2.203 FL 10.00 PF 0.0 5.38 -1.0 8.0 25.0 40.0 1.2 120 FTG ---- FE 0.0 5.39 -1.0 8.0 25.0 40.0 0.002 TL 10.00 PV Pipe: 83 -25.5 2.203 FL 7.50 PF 0.0 5.39 -1.0 8.0 25.0 40.0 2.1 120 FTG ---- FE 0.0 5.40 -1.0 8.0 25.0 40.0 0.005 TL 7.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/3/2007BRESSI RANCH CALCS\BRESSI RANCH BLDG 32, AREA 5-PEAKED.SDF JOB TITLE: Bressi Ranch Building 32, Area Five PEAKED, .40/2000 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: 84 -65.5 2.203 PL 5.60 PF 0.2 5.40 -1.0 8.0 25.0 40.0 5.5 120 FTG ---- PE 0.0 5.43 -1.0 8.0 25.2 40.2 0.031 TL 5.60 PV Pipe: 85 -105.7 2.203 PL 5.60 PF 1.5 5.43 -1.0 8.0 25.2 40.2 8.9 120 FTG T PE 0.0 18 -1.0 0.0 26.7 0.0 0.076 TL 19.24 PV NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 16080621 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 0.136 Total pressure at each node is used in balancing the system. Maximum water velocity is 23.1 ft/sec at pipe .20. System remote area HAS been proven or 'peaked'. Minimum pressure at any sprinkler: 25.000 psi Minimum pressure with remote area shifted one sprinkler space toward left cross main: 25.401 psi Remote area is located adjacent to right cross main (5) PIPE FITTINGS TABLE Pipe Table Natce: STDRD.P1P t SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/3/2007BRESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 5-PEAKED.SDF JOB TITLE: Bressi Ranch Building 32, Area Five PEAKED, .40/2000 PAGE: * MATERIAL: 540 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Eli Tee LngEl1 ChkVlv BfyVlv GatVlv AlrnChk 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 8.510 24.60 47.84 27.77 61.52 26.40 5.47 42.37 11.734 47.47 107.88 34.52 118.67 40.99 10.79 79.83 D N DPVlv NPTee 13.64 13.64 27.87 27.87 35.21 37.72 32.21 36.37 42.37 47.84 79.83 107.88 \PRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/3/2007BRESS RANCH CALCS\BRESSI RANCH BLDG B2, AREA 5-PEAKED.SDF JOB TITLE: Bressi Ran Building B2, Area Five PEAKED, .40/2000 - C) E EUa ( C)-OO z s- .ci -> 0. E! Ln U) Q .-C) O).-t 01 -&W a co u) 4J o (U ,- -lO-14'--10 >, l:i.i -Q PUU) r .- 04 C!) C) C) C) (D C) C') co 00 a) C!) .,- 0 (4 (4" 134 C) co C) Lo El) I El C) C) C) C) C) C) C) C) C) C) C) C) C) C) C) C) C) C) C) (N a4 (J)C/)El) -04 C')H-- CPS FIRE PROTECTION, INC. 417 VERNON WAY EL cAJON, CA 92020 LICENSE #C16-684659 HYDRAULIC CALCULATIONS FOR BRESSI RANCH SELF STORAGE CAMPBELL PLACE CARLSBAD, CA BUILDING 82, 2ST FLOOR, AREA 6 - PEAKED FILE NUMBER: BRESSI RANCH, BLDG B2, AREA 6 - REVISED.SDF DATE: 10/3/07 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HAZARD GRP. II DE1SiY .40 gpm/sq. ft. AREA OF APPLICATION: 2000 sq.ft. NUMBER OF SPRINKLERS CALCULATED: 27 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1091.6 gpm TOTAL WATER REQUIRED (including hose): 1591:6 gpm (500 gpm Hose Allow) FLOW AND PRESSURE (@ NODE RPOUT): 1091.6 gpm @ 46.7 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 8.0 DESIGN/LlYOUT BY: CPS FIRE PROTECTION AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPARTMENT rA7ER FLUd AILAB1LIY DATA: SThIC: 95 psi t85.5 @ 90%) RESIDUAL: 90 psi (81.0 @ 90%) FLOW: 2,500 gpm SOURCE: CPS FIRE PROTECTION FLOW TEST - 5/17/07 WITNESSED BY CARLSBAD FIRE DEPARTMENT CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. APPROVED,ASUBLflITTED A71 LANTh, GA CARLSBAIXRTNENT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/3/2007RESSI RANCH CALCS\ERESSI RANCH BLDG 32, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 52, Area Six - PEAKED, .40/2000 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.5 81.0 1500.0 80.5 1591.6 60.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1591.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1091.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PS1 SRC 10.0 SOURCE 60.5 1591.6 8" -1.0 - - - - 64.4 - - - HYD1 -1.0 - - - - 64.1 - - - El -1.0 - - - - 64.1 - - - -HYD2. -1.0 -- - - 63.1 B2 -1.0 HOSE STREAM 62.0 500.0 HYD3 -1.0 - - - - 62.1 - - - 33 -1.0 - - - - 63.0 - - - HID4 -1.0 - - - - 63.1 - - - A -1.0 - - - - 63.8 - - - RPIN 3.0 - - - - 597: - RPOUT 3.0 - - - - 46.7 TOR 9.5 - - - - 43.3 - - - 1ST 9.5 - - - - 43.2 ROOF 20.0 - - - - 34.5 - - - 1STA 9.5 - - - - 35.1 - - - 2NDA 20.0 - - - - 31.1 6" 9.5 - - - - 41.7 - - - 100 9.5 - - - - 41.2 - - - 101 9.5 - - - - 40.1 - - - 102 9.5 - - - - 39.9 - - - 103 9.5 - - - - 39.1 - - - 104 9.5 - - - - 38.4 - - - lOS 9.5 ---- 38.0 106 9.5 - - - - 37.9 - - - 107 9.5 - - - - 37.8 - - - 112 9.5 - - - - 34.9 - - - 113 9.5 - - - - 34.7 - - - 114 9.5 - - - - 33.3 - - - 115 9.5 - - - - 33.1 - - - t I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Six - PEAKED, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 116 9.5 - - - - 32.6 - - - 117 9.5 - - - - 32.5 - - - 118 9.5 - - - - 32.4 119 9.5 - - - - 120 9.5 - - - - 31.7 - - - 121 9.5 - - - - 31.7 - - - 122 9.5 - - - - 31.7 - - - 123 9.5 - - - - 34.6 6.1 95 : - - - 26.6 - - - 6.8 9.5 - - - - 26.4 - - - 6.15 9.5 - - - - 25.8 601 9.5 K= 8.00 24.2 39.3 602 9.5 K= 8.00 26.3 41.0 603 9.5 K= 8.00 25.8 40.7 604 9.5 K= 8.00 25.7 40.6 605 9.5 K= 8.00 25.7 40.6 606 9.5 K= 8.00 25.8 40.7 607. 9.5 K= 8.00 26.3 41.0. 608 9.5 K= 8.00 22.8 38.2 609 9.5 K= 8.00 26.0 40.8 610 9.5 K= 8.00 25.6 40.5 611 9.5 K= 8.00 25.5 40.4 €12. 25.5 40.4 613 9.5 K= 8.00 25.6 40.5 614 9.5 K= 8.00 26.1 40.9 615 9.5 K= 8.00 23.0 38.4 616 9.5 K= 8.00 25.6 40.5 617 9.5 K= 8.00 25.1 40.1 618 9.5 K= 8.00 25.0 40.0 619 9.5 K= 8.00 25.0 40.0 620 9.5 K= 8.00 25.1 40.1 621 9.5 K= 8.00 25.6 40.5 622 9.5 K= 8.00 27.1 41.6 623 9.5 K= 8.00 26.4 41.1 624 9.5 K= 8.00 26.1 40.9 625 9.5 K= 8.00 26.1 40.9 626 9.5 K= 8.00 26.2 40.9 627 9.5 K= 8.00 26.5 41.2 P1 9.5 - - - - 27.9 - - - P2 9.5 - - - - 27.6 P3 9.5 - - - - 27.0 - - - P4 9.5 - - - - 28.4 - - - P5 9.5 - --- 27.3 P6 9.5 - - - - 27.1 - - - P7 9.5 - - - - 26.6 - - - P8 9.5 - - - - 27.2 - - - 201 20.0 - - - - 34.5 - - - 202 20.0 - - - - 34.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Six - PEAKED, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 203 20.0 - - - - 34.4 204 20.0 - - - - 34.3 - - - 205 20.0 - - - - 34.2 206 20.0 - - - - 34.2 - - - 207 20.0 - - - - 34.0 - - - 208 20.0 - - - - 33.9 209 20.0 - - - - 33.9 - - - 210 20.0 - - - - 33.8 211 20.0 - - - - 33.8 - - - 212 20.0 - - - - 33.7 - - - 213 20.0 - - - - 33.7 214 20.0 - - - - 33.6 - - - 215 20.0 - - - - 33.6 216 20.0 - - - - 33.5 - - - 217 20.0 - - - - 33.4 - - - 218 20.0 - - - - 33.3 - - - 219 20.0 - - - - 33.3 - - - 220 20.0 - - - - 33.2. 221 20.0 - - - - 33.2 - - - 222 20.0 - - - - 33.1 - - - 223 20.0 - - - - 32.7 223A 20.0 - - - - 32.7 - - - 224 20-.0 - -- - 32.6 - -- : - 225 20.0 - - - - 32.5 - - - 226 20.0 - - - - 32.3 - - - 227 20.0 - - - - 32.2 228 20.0 - - - - 32.1 229 20.0 - - - - 32.0 230 20.0 - - - 31.9 - - - 231 20.0 - - - - 31.8 - - - 233 20.0 - - - - 34.2 234 20.0 - - - - 34.2 - - - 235 20.0 - - - - 34.2 236 20.0 - - - - 34.1 - - - 237 20.0 - - - - 34.1 - - - 238 20.0 - - - - 34.1 - - - 239 20.0 - - - - 34.0 - - - 240 20.0 - - - - 33.9 241 20.0 - - - - 33.9 - - - 242 20.0 - - - - 33.8 - - - 243 20.0 - - - - 33.8 244 20.0 - - - - 33.7 - - - 245 20.0 - - - - 33.7 246 20.0 - - - - 33.7 - - - 247 20.0 - - - - 33.6 - - - 248 20.0 - - - - 33.6 249 20.0 - - - - 33.5 - - - 250 20.0 - - - - 33.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF J03 TITLE: 3res.si Ranch Building 32, Area Six - PEAKED, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 251 20.0 - - - - 33.5 - - - 252 20.0 - - - - 33.5 - - - 253 20.0 - - - - 33.5 7.1 20.0 - - - - 33.3 - - - 7.3 20.0 - - - - 33.4 - - - 7.5 20.0 - - - - 33.3 - - - 701 20.0 - - - - 33.3 - - - 702 20.0 - - - - 33.4 703 20.0 - - - - 33.4 - - - 704 20.0 - - - - 33.2 - - - 705 20.0 - - - - 33.3 706 20.0 - - - - 33.3 - - - 707 20.0 - - - - 33.4 708 20.0 - - - - 33.4 - - - 709 20.0 - - - - 33.5 - - - 710 20.0 - - - - 32.7 - - - 711 20.0 - - - - 32.7 - - - 712 20.0 - - - - 2.7 713 20.0 - - - - 32.7 - - - 714 20.0 - - - 32.6 - - - 715 20.0 - - - - 32.6 - - - 716 20.0 - - - - 32.6 - - - -717 ---.2O. 0 - - - - 32.6 - - - 718 20.0 - - - - 32.5 - - - 719 20.0 - - - - 32.5 - - - 720 20.0 - - - - 32.5 - - - 721 20.0 - - - - 32.5 - - - 722 20.0 - - - - 32.3 723 20.0 - - - - 32.3 - - - 724 20.0 - - - - 32.3 - - - 725 20.0 - - - - 32.3 726 20.0 - - - - 32.2 727 20.0 - - - - 32.2 728 20.0 - - - - 32.2 - - - 729 20.0 - - - - 32.2 - - - 730 20.0 - - - - 32.1 - - - 731 20.0 - - - - 32.1 - - - 732 20.0 - - - - 32.1 733 20.0 - - - - 32.0 - - - 734 20.0 - - - - 32.0 - - - t i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Six - PEAKED, .40/2000 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) StJIY1. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1591.6 11.734 PL 85.00 PF 0.8 SRC 10.0 SRCE 60.5 (N/A) 4.7 150 FTG T2LG PE 4.8 8" -1.0 0.0 64.4 0.0 0.002 TL 368.65 PV Pipe: 2 769.3 8.044 PL 47.00 PF 0.3 8" -1.0 0.0 64.4 0.0 4.9 150 FTG 2L PE 0.0 HYD1 -1.0 0.0 €4.1 0.0 0.004 TL 87.82 PV Pipe: 3 769.3 8.044 PL 4.00 PF 0.0 HYD1 -1.0 0.0 64.1 0.0 4.9 150 FTG ---- PE 0.0 B1 -1.0 0.0 64.1 0.0 0.004 TL 4.00 PV Pipe: 4 769.3 8.044 PL 258.00 PF 1.0 31 -1.0 0.0 64.1 0.0 4.9 150 FTG L PE 0.0 HYD2 -2.0 0.0 63.1 0.0 0.004 TL 278.41 PV Pipe: 5 769.3 8.044 PL 225.00 PF 1.0 HYD2 -1.0 0.0 63.1 0.0 4.9 150 FTG 3L PE 0.0 B2 -1.0 H.S. 62.0 500.0 0.004 TL 286.23 PV Pipe: 6 -822.4 8..044-PL -10.00 PF 0.0 32 -1.0 H.S. 62.0 500.0 5.2 150 FTG ---- PE 0.0 HYD3 -1.0 0.0 €2.1 0.0 0.004 TL 10.00 PV Pipe: 7 -822.4 8.044 PL 212.00 PF 1.0 HYD3 -1.0 0.0 62.1 0.0 5.2 150 FTG L PE 0.0 B3 -1.0 0.0 63.0 0.0 0.004 TL 232.41 PV Pipe: 8 -822.4 8.044 PL 10.00 PF 0.0 B3 -1.0 0.0 63.0 0.0 5.2 150 FTG ---- PE 0.0 HYD4 -2.0 0.0 63.2 0.0 0.004 TL 20.00 PV Pipe: 9 -822.4 8.044 PL 152.00 PF 0.8 HYD4 -1.0 0.0 63.1 0.0 5.2 150 FTG 2L PE 0.0 A -1.0 0.0 63.8 0.0 0.004 TL 192.82 PV Pipe: 10 -822.4 8.044 PL 80.00 PF 0.6 A -1.0 0.0 63.8 0.0 5.2 150 FTG T PE 0.0 8" -1.0 0.0 64.4 0.0 0.004 TL 134.95 PV Pipe: 11 1091.6 8.510 PL 12.00 PF 0.6 B2 -1.0 H.S. 62.0 500.0 6.2 140 FTG TL PE -1.7 RPIN 3.0 0.0 59.7 0.0 0.006 TL 99.26 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Six - PEAKED, .40/2000 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 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 59.7 0.0 13.0 psi, 1091.6 gpm RPOUT 3.0 0.0 46.7 0.0 Pipe: 13 1091.6 6.357 PL 6.50 PF 0.6 RPOUT 3.0 0.0 46.7 0.0 11.0 120 FTG L PE -2.8 TOR 9.5 0.0 43.3 0.0 0.033 TL 17.82 PV Pipe: 14 1091.6 6.357 PL 3.00 PF 0.1 TOR 9.5 0.0 43.3 0.0 11.0 120 FTG ---- PE 0.0 1ST 9.5 0.0 43.2 0.0 0.033 TL 3.00 PV Pipe: 15 1091.6 6.357 PL 11.83 FE' 1.5 1ST 9.5 0.0 43.2 0.0 11.0 120 FTG 3L PE 0.0 6" 9.5 0.0 41.7 0.0 0.033 TL 45.78 PV Pipe: 16 1091.6 4.310 FL 2.42 PF 0.5 6" 9.5 0.0 41.7 0.0 24.0 120 FTG ---- PE 0.0 100 9.5 0.0 41.2 0.0 0.218 TL 2.42 PV Pipe: 17 1022.0 4.310 FL 5.58 PF 1.1 100 9.5 0.0 41.2 0.0 22.5 120 FTG ---- PE 0.0 - -- ------ 101- . 9.5 0.0 4-0.1 0.0 0.193 TL 5.58 PV Pipe: 18 262.1 4.310 PL 10.50 PF 1.0 101 9.5 0.0 40.1 0.0 5.8 120 FTG 2T FE -4.5 ROOF 20.0 0.0 34.5 0.0 0.016 TL 66.25 PV Pipe: 19 760.0 4.310 PL 1.92 PF 0.2 101 9.5 0.0 40.1 0.0 16.7 120 FTG ---- PE 0.0 102 9.5 0.0 39.9 0.0 0.112 TL 1.92 PV Pipe: 20 693.8 4.310 PL 8.00 PF 0.8 102 9.5 0.0 39.9 0.0 15.3 120 FTG ---- PE 0.0 103 9.5 0.0 39.1 0.0 0.094 TL 8.00 PV Pipe: 21 622.5 4.310 FL 8.83 PF 0.7 103 9.5 0.0 39.1 0.0 13.7 120 FTG ---- PE 0.0 104 9.5 0.0 38.4 0.0 0.077 TL 8.83 PV Pipe: 22 460.4 4.310 PL 10.42 PF 0.5 104 9.5 0.0 38.4 0.0 10.1 120 FTG ---- PE 0.0 105 9.5 0.0 38.0 0.0 0.044 TL 10.42 PV Pipe: 23 300.0 4.310 PL 5.75 PF 0.1 105 9.5 0.0 38.0 0.0 6.6 120 FTG ---- PE 0.0 106 9.5 0.0 37.9 0.0 0.020 TL 5.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 52, Area Six - PEAKED, .40/2000 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: 24 141.4 4.310 PL 7.17 PF 0.0 106 9.5 0.0 37.9 0.0 3.1 120 FTG ---- PE 0.0 107 9.5 0.0 37.8 0.0 0.005 TL 7.17 PV Pipe: 25 397.8 4.310 PL 4.00 PF 0.1 116 9.5 0.0 32.6 0.0 8.7 120 FTG ---- PE 0.0 117 9.5 0.0 32.5 0.0 0.034 TL 4.00 PV Pipe: 26 469.1 4.310 PL 1.00 PF 0.0 117 9.5 0.0 32.5 0.0 10.3 120 FTG ---- PE 0.0 228 9.5 0.0 32.4 0.0 0.046 TL 2.00 PV Pipe: 27 469.1 4.310 PL 8.83 PF 0.4 118 9.5 0.0 32.4 0.0 10.3 120 FTG ---- PE 0.0 119 9.5 0.0 32.0 0.0 0.046 TL 8.83 PV Pipe: 28 347.4 4.310 PL 10.42 PF 0.3 119 9.5 0.0 32.0 0.0 7.6 120 FTG ---- PE. 0.0 120 9.5 0.0 31.7 0.0 0.026 TL 10.42 PV Pipe: 29 226.1 4.310 PL 5.75 PF 0.1 120 9.5 0.0 31.7 0.0 5.0 120 FTG ---- PE 0.0 121 - 9.5 0.0 --31- 0.0-- -0.012 TL 5.75 PV- Pipe: 30 105.2 4.310 PL 5.66 PF 0.0 121 9.5 0.0 31.7 0.0 2.3 120 FTG ---- PE 0.0 122 9.5 0.0 31.7 0.0 0.003 TL 5.66 PV Pipe: 31 -262.1 4:310 PL 7.67 PF 0.5 116 9.5 0.0 32.6 0.0 5.8 120 FTG 3L PE 0.0 115 9.5 0.0 33.1 0.0 0.016 TL 32.76 PV Pipe: 32 -262.1 4.310 PL 9.08 PF 0.1 115 9.5 0.0 33.1 0.0 5.8 120 FTG ---- PE 0.0 114 9.5 0.0 33.3 0.0 0.016 TL 9.08 PV Pipe: 33 -262.1 4.310 PL 62.00 PF 1.4 114 9.5 0.0 33.3 0.0 5.8 120 FTG 3L PE 0.0 123 9.5 0.0 34.6 0.0 0.016 TL 87.09 PV Pipe: 34 -262.1 4.310 PL 11.66 PF 0.4 123 9.5 0.0 34.6 0.0 5.8 120 FTG 2L PE 0.0 ISTA 9.5 0.0 35.2 0.0 0.016 TL 28.38 PV Pipe: 35 -262.1 4.310 PL 10.50 PF 0.6 1STA 9.5 0.0 35.1 0.0 5.8 120 FTG T PE -4.5 2NDA 20.0 0.0 31.1 0.0 0.016 TL 38.37 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Six - PEAKED, .40/2000 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: 36 69.6 2.203 PL 144.33 PF 6.3 100 9.5 0.0 41.2 0.0 5.9 120 FTG T5L PE 0.0 112 9.5 0.0 34.9 0.0 0.035 TL 178.43 PV Pipe: 37 66.1 2.203 PL 134.00 PF 5.2 102 9.5 0.0 39.9 0.0 5.6 120 FTG 2T PE 0.0 113 9.5 0.0 34.7 0.0 0.032 TL 161.28 PV Pipe: 38 69.6 2.703 PL 7.50 PF 0.2 112 9.5 0.0 34.9 0.0 3.9 120 FTC L PE 0.0 113 9.5 0.0 34.7 0.0 0.013 TL 13.72 PV Pipe: 39 135.7 2.703 PL 22.00 PF 2.1 113 9.5 0.0 34.7 0.0 7.6 120 FTG TL PE 0.0 116 9.5 0.0 32.6 0.0 0.045 TL 46.87 PV Pipe: 40 71.3 2.203 PL 153.00 PF 6.6 103 9.5 0.0 39.1 0.0 6.0 120 FTG 2T PE 0.0 117 9.5 0.0 32.5 0.0 0.037 TL l8029 PV Pipe: 41 162.1 2.203 PL 49.00 PF 10.5 104 9.5 0.0 38.4 0.0 13.6 120 FTG T PE 0.0 P1 9.5 0.0 27.9 0;0 0.168 TL 62.64 PV Pipe: 42 162.1 2.203 PL 7.50 PF 1.3 P1 9.5 0.0 27.9 0.0 13.6 120 FTG ---- PE 0.0 6.1 9.5 0.0 26.6 0.0 0.168 TL 7.50 PV Pipe: 43 122.8 2.203 PL 3.50 PF 0.4 6.1 9.5 0.0 26.6 0.0 10.3 120 FTC ---- PE 0.0 602 9.5 8.0 26.3 41.0 0.101 TL 3.50 PV Pipe: 44 81.8 2.203 PL 9.00 PF 0.4 602 9.5 8.0 26.3 41.0 6.9 120 FTG ---- PE 0.0 €03 9.5 8.0 25.8 40.3 0.047 TL 9.00 PV Pipe: 45 41.1 2.203 PL 10.00 PF 0.1 603 9.5 8.0 25.8 40.7 3.5 120 FTC ---- PE 0.0 604 9.5 8.0 25.7 40.6 0.013 TL 10.00 PV Pipe: 46 0.5 2.203 PL 10.00 PF 0.0 604 9.5 8.0 25.7 40.6 0.0 120 FTC ---- PE 0.0 605 9.5 8.0 25.7 40.6 0.000 TL 10.00 PV Pipe: 47 -40.1 2.203 PL 10.00 PF 0.1 605 9.5 8.0 25.7 40.6 3.4 120 FTC ---- PE 0.0 606 9.5 8.0 25.8 40.7 0.013 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: 3ressi Ranch Building B2, Area Six - PEAKED, .40/2000 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 -80.7 2.203 PL 10.00 FE' 0.5 606 9.5 8.0 25.8 40.7 6.8 120 FTG ---- PE 0.0 607 9.5 8.0 26.3 41.0 0.046 TL 10.00 PV Pipe: 49 -121.8 2.203 PL 10.00 PF 1.0 607 9.5 8.0 26.3 41.0 10.2 120 FTG ---- PE 0.0 P5 9.5 0.0 27.3 0.0 0.099 TL 10.00 PV Pipe: 50 -121.8 2.203 PL 34.00 PF 4.7 P5 9.5 0.0 27.3 0.0 10.2 120 FTG T PE 0.0 119 9.5 0.0 32.0 0.0 0.099 TL 47.64 PV Pipe: 51 39.3 1.080 PL 0.50 PF 2.5 6.1 9.5 0.0 26.6 0.0 13.8 120 FTG T FE 0.0 601 9.5 8.0 24.2 39.3 0.394 TL 6.26 PV Pipe: 52 160.4 2.203 PL 49.00 PF 10.3 105 9.5 0.0 38.0 0.0 1.3.5 120 FTG T PE 0.0 P2 9.5 0.0 27.6 0.0 0.165 TL 62.64 PV Pipe: 53 160.4 2.203 PL 7.50 PF 1.2 P2 9.5 0.0 27.6 0.0 13.5 120 FTG ---- PE 0.0 6.8 .-9-5--. 0.0 26.4 0.0 0.165 TL 7.50 PV Pipe: 54 122.2 2.203 PL 3.50 PF 0.3 6.8 9.5 0.0 26.4 0.0 10.3 120 FTG ---- PE 0.0 609 9.5 8.0 26.0 40.8 0.200 TL 3.50 PV Pipe: 55 81.4 2.203 PL 9.00 PF 0.4 609 9.5 8.0 26.0 40.8 6.9 120 FTG ---- PE 0.0 610 9.5 8.0 25.6 40.5 0.047 TL 9.00 PV Pipe: 56 40.9 2.203 PL 10.00 FE' 0.1 610 9.5 8.0 25.6 40.5 3.4 120 FTG ---- FE 0.0 611 9.5 8.0 25.5 40.4 0.013 TL 10.00 PV Pipe: 57 0.5 2.203 PL 10.00 PF 0.0 611 9.5 8.0 25.5 40.4 0.0 120 FTG ---- PE 0.0 612 9.5 8.0 25.5 40.4 0.000 TL 10.00 PV Pipe: 58 -39.9 2.203 PL 10.00 PF 0.1 612 9.5 8.0 25.5 40.4 3.4 120 FTG ---- PE 0.0 623 9.5 8.0 25.6 40.5 0.013 TL 10.00 PV Pipe: 59 -80.4 2.203 PL 10.00 PF 0.5 613 9.5 8.0 25.6 40.5 6.8 120 FTG ---- PE 0.0 614 9.5 8.0 26.1 40.9 0.046 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Six - PEAKED, .40/2000 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: 60 -121.2 2.203 PL 10.00 PF 1.0 614 9.5 8.0 26.1 40.9 10.2 120 FTG ---- PE 0.0 9.5 0.0 27.1 0.0 0.098 TL 10.00 PV Pipe: 61 -121.2 2.203 PL 34.00 PF 4.7 P6 9.5 0.0 27.1 0.0 10.2 120 FTG T PE 0.0 120 9.5 0.0 31.7 0.0 0.098 TL 47.64 PV Pipe: 62 38.2 1.080 PL 4.00 PF 3.6 6.8 9.5 0.0 26.4 0.0 13.4 120 FTG T PE 0.0 608 9.5 8.0 22.8 38.2 0.373 TL 9.76 PV Pipe: 63 158.7 2.203 PL 49.50 PF 10.9 106 9.5 0.0 37.9 0.0 13.4 120 FTG TL PE 0.0 P3 9.5 0.0 27.0 0.0 0.162 TL 67.23 PV Pipe: 64 158.7 2.203 PL 7.50 PF 1.2 P3 9.5 0.0 27.0 0.0 13.4 120 FTG ---- PE 0.0 6.15 95 0.0 25.8 0.0 0.162 TL 7.50 PV Pipe: 65 120.3 2.203 PL 1.50 PF 0.1 6.15 9.5 0.0 25.8 0.0 10.1 120 FTG ---- PE 0.0 616 9.5 8.0 25.6 40.5 0.097 TL 1.50-PV -- Pipe: 66 79.8 2.203 PL 11.00 PF 0.5 616 9.5 8.0 25.6 40.5 6.7 120 FTG ---- PE 0.0 617 9.5 8.0 25.2 40.2 0.045 TL 12.00 PV Pipe: 67 39.7 2.203 PL 10.00 PF 0.1 617 9.5 8.0 25.1 40.1 3.3 120 FTG ---- FE 0.0 618 9.5 8.0 25.0 40.0 0.012 TL 10.00 PV Pipe: 68 -0.3 2.203 PL 10.00 PF 0.0 618 9.5 8.0 25.0 40.0 0.0 120 FTG ---- PE 0.0 619 9.5 S.Q. 25.0 40.0 0.000 TL 10.00 PV Pipe: 69 -40.3 2.203 PL 10.00 PF 0.1 619 9.5 8.0 25.0 40.0 3.4 120 FTG ---- FE 0.0 620 9.5 8.0 25.1 40.1 0.013 TL 10.00 PV Pipe: 70 -80.4 2.203 PL 10.00 PF 0.5 620 9.5 8.0 25.1 40.1 6.8 120 FTG ---- FE 0.0 621 9.5 8.0 25.6 40.5 0.046 TL 10.00 PV Pipe: 71 -120.9 2.203 PL 10.00 PF 1.0 621 9.5 8.0 25.6 40.5 10.2 120 FTG ---- PE 0.0 P7 9.5 0.0 26.6 0.0 0.098 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 82, Area Six - PEAKED, .40/2000 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: 72 -120.9 2.203 PL 34.50 PF 5.1 P7 9.5 0.0 26.6 0.0 10.2 120 FTG TL FE 0.0 121 9.5 0.0 31.7 0.0 0.098 TL 52.23 PV Pipe: 73 38.4 1.080 PL 1.50 PF 2.7 6.15 9.5 0.0 25.8 0.0 13.4 120 FTG T FE 0.0 615 9.5 8.0 23.0 38.4 0.377 TL 7.26 PV Pipe: 74 141.4 2.203 PL 50.33 PF 9.4 107 9.5 0.0 37.8 0.0 11.9 120 FTG T2L PE 0.0 P4 9.5 0.0 28.4 0.0 0.132 TL 72.25 PV Pipe: 75 141.4 2.203 PL 10.00 PF 1.3 P4 9.5 0.0 28.4 0.0 11.9 120 FTG ---- FE 0.0 622 9.5 8.0 27.1 41.6 0.131 TL 10.00 PV Pipe: 76 99.7 2.203 FL 10.00 PF 0.7 622 9.5 8.0 27.1 .41.6 8.4 120 FTG ---- FE 0.0 623 9.5 8.0 26.4 41.1 0.069 TL 10.00 PV Pipe: 77 58.6 2.203 FL 10.00 PF 0.3 623 9.5 8.0 26.4 41.1 4.9 120 FTG ---- PE 0.0 624 * 9.5 8.0 26.1 . 40.9 0.026 TL 10.00 PV Pipe: 78 17.7 2.203 FL 10.00 PF 0.0 624 9.5 8.0 26.1 40.9 1.5 120 FTG ---- FE 0.0 625 9.5 8.0 26.1 40.9 0.003 TL 10.00 PV Pipe: 79 -23.2 2.203 FL 10.00 PF 0.0 625 9.5 8.0 26.1 40.9 1.9 120 FTG ---- FE 0.0 626 9.5 8.0 26.2 40.9 0.005 TL 10.00 PV Pipe: 80 -64.1 2.203 FL 10.00 PF 0.3 626 9.5 8.0 26.2 40.9 5.4 120 FTG ---- FE 0.0 627 9.5 8.0 26.5 41.2 0.030 TL 10.00 PV Pipe: 81 -105.2 2.203 FL 10.00 PF 0.8 627 9.5 8.0 26.5 41.2 8.9 120 FTG ---- FE 0.0 P8 9.5 0.0 27.2 0.0 0.076 TL 10.00 PV Pipe: 82 -105.2 2.203 FL 36.83 PF 4.4 P8 9.5 0.0 27.2 0.0 8.9 120 FTG T2L FE 0.0 122 9.5 0.0 32.7 0.0 0.076 TL 58.65 PV Pipe: 83 21.3 4.310 FL 7.50 PF 0.0 ROOF 20.0 0.0 34.5 0.0 0.5 120 FTG ---- FE 0.0 201 20.0 0.0 34.5 0.0 0.000 TL 7.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/3/2007RBSSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Six - PEAKED, .40/2000 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: 84 240.8 4.310 PL 3.00 PP 0.0 ROOF 20.0 0.0 34.5 0.0 5.3 120 FTG ---- PE 0.0 202 20.0 0.0 34.5 0.0 0.013 TL 3.00 PV Pipe: 85 217.4 4.310 PL 6.00 PF 0.1 202 20.0 0.0 34.5 0.0 4.8 120 FTG ---- PE 0.0 203 20.0 0.0 34.4 0.0 0.011 TL 6.00 PV Pipe: 86 196.8 4.310 PL 10.00 PP 0.1 203 20.0 0.0 34.4 0.0 4.3 120 FTG ---- PE 0.0 204 20.0 0.0 34.3 0.0 0.009 TL 10.00 PV Pipe: 87 178.1 4.310 FL 10.00 PP 0.1 204 20.0 0.0 34.3 0.0 3.9 120 FTG ---- PE 0.0 205 20.0 0.0 34.2 0.0 0.008 TL 10.00 PV Pipe: 88 162.5 4.310 PL 10.00 PP 0.1 205 20.0 0.0 34.2 0.0 3.6 120 FTG ---- PE 0.0 206 20.0 0.0 34.2 0.0 0.006 TL 10.00 PV Pipe: 89 149.3 4.310 PL 10.67 PF 0.2 206 20.0 0.0 34.2 0.0 3.3 120 FTG 2L FE 0.0 207 20.0 0.0 34.0 0.0 - 0.006 TL 27.3.9 PV Pipe: 90 141.3 4.310 FL 9.67 PF 0.1 207 20.0 0.0 34.0 0.0 3.1 120 FTG 2L PE 0.0 208 20.0 0.0 33.9 0.0 0.005 TL 26.39 PV Pipe: 91 137.8 4:310 PL 3.50 PF 0.0 208 20.0 0.0 33.9 0.0 3.0 120 FTG ---- PE 0.0 209 20.0 0.0 33.9 0.0 0.005 TL 3.50 PV Pipe: 92 134.9 4.310 PL 7.50 PF 0.0 209 20.0 0.0 33.9 0.0 3.0 120 FTG ---- FE 0.0 210 20.0 0.0 33.B 0.0 0.005 TL 7.50 ?V Pipe: 93 133.2 4.310 FL 10.00 PF 0.0 210 20.0 0.0 33.8 0.0 2.9 120 FTG ---- FE 0.0 211 20.0 0.0 33.8 0.0 0.004 TL 10.00 PV Pipe: 94 133.7 4.310 FL 10.00 PF 0.0 211 20.0 0.0 33.8 0.0 2.9 . 120 FTG ---- FE 0.0 222 20.0 0.0 33.7 0.0 0.004 TL 20.00 PV Pipe: 95 135.8 4.310 FL 10.00 PP 0.0 212 20.0 0.0 33.7 0.0 3.0 120 FTG ---- FE 0.0 213 20.0 0.0 33.7 0.0 0.005 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG 32, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Six - PEAKED, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 96 139.4 4.310 FL 10.00 PF 0.0 213 20.0 0.0 33.7 0.0 3.1 120 FTG ---- FE 0.0 214 20.0 0.0 33.6 0.0 0.005 TL 10.00 PV Pipe: 97 144.7 4.310 FL 10.00 PF 0.1 214 20.0 0.0 33.6 0.0 3.2 120 FTG ---- FE 0.0 215 20.0 0.0 33.6 0.0 0.005 TL 10.00 PV Pipe: 98 152.2 4.310 PL 10.00 PF 0.1 215 20.0 0.0 33.6 0.0 3.3 120 FTG ---- FE 0.0 226 20.0 0.0 33.5 0.0 0.006 TL 20.00 PV Pipe: 99 162.2 4.310 PL 10.67 PF 0.2 216 20.0 0.0 33.5 0.0 3.6 120 FTG 2L FE 0.0 217 20.0 0.0 33.4 0.0 0.006 TL 27.39 PV Pipe: 100 177.9 4.310 FL 9.00 PF 0.1 217 20.0 0.0 33.4 0.0 3.9 120 FTG ---- PE 0.0 218 20.0 0.0 33.3 0.0 0.008 TL 9.00 FV Pipe: 101 196.2 4.310 PL 4.00 PF 0.0 218 20.0 0.0 33.3 0.0 4.3 120 FTG ---- FE 0.0 219 20.0 0.0 33.3 0.0 0.009 TL 4.00 PV Pipe: 102 215.8 4.310 FL 3.08 PF 0.0 219 20.0 0.0 33.3 0.0 4.7 120 FTG ---- PE 0.0 220 20.0 0.0 33.2 0.0 0.022 TL 3.08 PV Pipe: 103 236.6 4.310 FL 2.92 PF 0.0 220 20.0 0.0 33.2 0.0 5.2 120 FTG ---- PE 0.0 221 20.0 0.0 33.2 0.0 0.013 TL 2.92 PV Pipe: 104 236.6 4.310 FL 3.25 PF 0.0 221 20.0 0.0 33.2 0.0 5.2 120 FTG ---- FE 0.0 222 20.0 0.0 33.1 0.0 0.013 TL 3.25 PV Pipe: 105 262.1 4.310 FL 9.25 PF 0.4 222 20.0 0.0 33.1 0.0 5.8 120 FTG 2L FE 0.0 223 20.0 0.0 32.7 0.0 0.016 TL 25.97 PV Pipe: 106 0.0 4.310 FL 3.58 PF 0.0 223 20.0 0.0 32.7 0.0 0.0 120 FTG ---- FE 0.0 223A 20.0 0.0 32.7 0.0 0.000 TL 3.58 P1/ Pipe: 107 262.1 4.310 FL 6.42 PF 0.1 223 20.0 0.0 32.7 0.0 5.8 120 FTG ---- FE 0.0 224 20.0 0.0 32.6 0.0 0.016 TL 6.42 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bréssi Ranch Building B2, Area Six - PEAKED, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 108 262.1 4.310 PL 10.00 PF 0.2 224 20.0 0.0 32.6 0.0 5.8 120 FTG ---- PE 0.0 225 20.0 0.0 32.5 0.0 0.016 TL 10.00 FV Pipe: 109 262.1 4.310 PL 10.00 PF 0.2 225 20.0 0.0 32.5 0.0 5.8 120 FTG ---- PE 0.0 226 20.0 0.0 32.3 0.0 0.016 TL 10.00 PV Pipe: 110 262.1 4.310 PL 10.00 PF 0.2 226 20.0 0.0 32.3 0.0 5.8 120 FTG ---- PE 0.0 227 20.0 0.0 32.2 0.0 0.016 TL 10.00 PV Pipe: 111 262.1 4.310 PL 7.50 PF 0.1 227 20.0 0.0 32.2 0.0 5.8 120 FTG ---- PE 0.0 228 20.0 0.0 32.1 0.0 0.016 TL 7.50 PV Pipe: 112 262.1 4.310 FL 3.50 PP 0.1 228 20.0 0.0 32.1 0.0 5.8 120 FTG ---- FE 0.0 229 20.0 0.0 32.0 0.0 0.016 TL 3.50 PV Pipe: 113 262.1 4.310 FL 9.00 PP 0.1 229 20.0 0.0 32.0 0.0 5.8 120 FTG ---- PE 0.0 230 20.0 0.O.31.9 0.0, 0.016 TL 9.00 PV Pipe: 114 262.1 4.310 FL 3.67 PF 0.1 230 20.0 0.0 31.9 0.0 5.8 120 FTG ---- FE 0.0 231 20.0 0.0 31.8 0.0 0.016 TL 3.67 PV Pipe: 115 262.1 4.310 FL 8.67 PF 0.7 231 20.0 0.0 31.8 0.0 5.8 120 FTG TL FE 0.0 2NDA 20.0 0.0 31.1 0.0 0.016 TL 44.91 PV Pipe: 116 21.3 4.310 FL 6.00 PP 0.0 233 20.0 0.0 34.2 0.0 0.5 120 FTG ---- FE 0.0 234 20.0 0.0 34.2 0.0 0.000 TL 6.00 PV Pipe: 117 44.7 4.310 FL 6.00 PP 0.0 234 20.0 0.0 34.2 0.0 1.0 120 FTG ---- FE 0.0 235 20.0 0.0 34.2 0.0 0.001 TL 6.00 PV Pipe: 118 65.3 4.310 PL 11.33 PP 0.1 235 20.0 0.0 34.2 0.0 1.4 120 FTG 4L FE 0.0 236 20.0 0.0 34.1 0.0 0.001 TL 44.78 PV Pipe: 119 84.0 4.310 FL 10.00 PF 0.0 236 20.0 0.0 34.1 0.0 1.8 120 FTG ---- FE 0.0 237 20.0 0.0 34.1 0.0 0.002 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Six - PEAKED, .40/2000 FIFE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 120 99.6 4.310 FL 10.00 PF 0.0 237 20.0 0.0 34.1 0.0 2.2 120 FTG ---- FE 0.0 238 20.0 0.0 34.1 0.0 0.003 TL 10.00 PV Pipe: 121 112.7 4.310 FL 10.67 PF 0.1 238 20.0 0.0 34.1 0.0 2.5 120 FTG 2L FE 0.0 239 20.0 0.0 34.0 0.0 0.003 TL 27.39 PV Pipe: 122 120.8 4.310 FL 9.67 PF 0.1 239 20.0 0.0 34.0 0.0 2.7 120 FTG 2L FE 0.0 240 20.0 0.0 33.9 0.0 0.004 TL 26.39 PV Pipe: 123 124.3 4.310 PL 3.50 PF 0.0 240 20.0 0.0 33.9 0.0 2.7 120 FTG ---- FE 0.0 241 20.0 0.0 33.9 0.0 0.004 TL 3.50 PV Pipe: 124 127.1 4.310 FL 7.50 PF 0.0 241 20.0 0.0 33.9 0.0 2.8 120 FTG ---- FE 0.0 242 20.0 0.0 33.8 0.0 0.004 Tt, 7.50 PV Pipe: 125 128.9 4.310 FL 10.00 FE' 0.0 242 20.0 0.0 33.8 0.0 2.8 120 FTG ---- FE 0.0 243 20.0 0.0 33.8 0.0 0.004 TL 10.00 P Pipe: 126 128.4 4.310 FL 10.00 PF 0.0 243 20.0 0.0 33.8 0.0 2.8 120 FTG ---- PE 0.0 244 20.0 0.0 33.7 0.0 0.004 TL 20.00 PV Pipe: 127 126.3 4.310 FL 10.00 FE' 0.0 244 20.0 0.0 33.7 0.0 2.8 120 FTG ---- PE 0.0 245 20.0 0.0 33.7 0.0 0.004 TL 10.00 FV Pipe: 128 122.7 4.310 FL 10.00 FE' 0.0 245 20.0 0.0 33.7 0.0 2.7 120 FTG ---- FE 0.0 24€ 20.0 0.0 33.7 0.0 0.004 TL 10.00 PV Pipe: 129 117.3 4.310 FL 10.00 FE' 0.0 246 20.0 0.0 33.7 0.0 2.6 120 FTG ---- FE 0.0 247 20.0 0.0 33.6 0.0 0.004 TL 10.00 PV Pipe: 130 109.9 4.310 FL 10.00 PF 0.0 247 20.0 0.0 33.6 0.0 2.4 120 FTG ---- FE 0.0 249 20.0 0.0 33.6 0.0 0.003 TL 20.00 PV Pipe: 131 99.9 4.310 FL 10.67 PF 0.1 248 20.0 0.0 33.6 0.0 2.2 120 FTG 2L FE 0.0 249 20.0 0.0 33.5 0.0 0.003 TL 27.39 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG 32, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Six - PEAKED, .40/2000 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: 132 84.1 4.310 PL 9.00 PF 0.0 249 20.0 0.0 33.5 0.0 1.8 120 FTG ---- PE 0.0 250 20.0 0.0 33.5 0.0 0.002 TL 9.00 PV Pipe: 133 65.9 4.310 PL 4.00 PF 0.0 250 20.0 0.0 33.5 0.0 1.4 120 FTG ---- FE 0.0 251 20.0 0.0 33.5 0.0 0.001 TL 4.00 PV Pipe: 134 46.2 4.310 PL 25.00 PF 0.0 251 20.0 0.0 33.5 0.0 1.0 120 FTG 2L PE 0.0 252 20.0 0.0 33.5 0.0 0.001 TL 42.72 PV Pipe: 135 25.4 4.310 PL 8.00 PF 0.0 252 20.0 0.0 33.5 0.0 0.6 120 FTG ---- PE 0.0 253 20.0 0.0 33.5 0.0 0.000 TL 8.00 PV Pipe: 136 21.3 2.203 PL 42.17 PF 0.3 201 20.0 0.0 34.5 0.0 1.8 120 FTG 2T4L FE 0.0 233 20.0 0.0 34.2 0.0 0.004 TL 65.61 PV Pipe: 137 23.4 2.203 PL 36.66 PF 0.3 202 20.0 0.0 34.5 0.0 2.0 120 FTG 2T FE 0.0 234 20.0 0.0 34.. 0.0 0.005 TL 63.94 PV Pipe: 138 20.6 2.203 PL 36.66 PF 0.2 203 20.0 0.0 34.4 0.0 1.7 120 FTG 2T PE 0.0 235 20.0 0.0 34.2 0.0 0.004 TL 63.94 PV Pipe: 139 18.7 2.203 FL 36.66 PF 0.2 204 20.0 0.0 34.3 0.0 1.6 120 FTG 2T PE 0.0 236 20.0 0.0 34.1 0.0 0.003 TL 63.94 PV Pipe: 140 15.6 2.203 PL 36.66 PF 0.1 205 20.0 0.0 34.2 0.0 1.3 120 FTG 2T FE 0.0 237 20.0 0.0 34.1 0.0 0.002 TL 63.94 FV Pipe: 141 13.1 2.203 FL 36.66 PF 0.1 206 20.0 0.0 34.2 0.0 1.1 120 FTG 2T FE 0.0 238 20.0 0.0 34.1 0.0 0.002 TL 63.94 PV Pipe: 142 8.1 2.203 FL 36.66 PF 0.0 207 20.0 0.0 34.0 0.0 0.7 120 FTG 2T FE 0.0 239 20.0 0.0 34.0 0.0 0.001 TL 63.94 PV Pipe: 143 3.5 2.203 FL 36.66 PF 0.0 208 20.0 0.0 33.9 0.0 0.3 120 FTG 2T PE 0.0 240 20.0 0.0 33.9 0.0 0.000 TL 63.94 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG 32, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Six - PEAKED, .40/2000 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: 144 2.8 2.203 PL 36.66 PF 0.0 209 20.0 0.0 33.9 0.0 0.2 120 FTG 2T PE 0.0 241 20.0 0.0 33.9 0.0 0.000 TL €3.94 PV Pipe: 145 1.7 2.203 PL 36.66 PF 0.0 210 20.0 0.0 33.8 0.0 0.1 120 FTG 2T PE 0.0 242 20.0 0.0 33.8 0.0 0.000 TL 63.94 PV Pipe: 146 -0.5 2.203 PL 36.66 PF 0.0 211 20.0 0.0 33.8 0.0 0.0 120 FTG 2T FE 0.0 243 20.0 0.0 33.8 0.0 0.000 TL 63.94 PV Pipe: 147 -2.1 2.203 PL 36.66 PF 0.0 212 20.0 0.0 33.7 0.0 0.2 120 FTG 2T PE 0.0 244 20.0 0.0 33.7 0.0 0.000 TL 63.94 PV Pipe: 148 -3.6 2.203 PL 36.66 PF 0.0 213 20.0 0.0 33.7 0.0 0.3 120 FTG 2T PE 0.0 245 20.0 0.0 33.7 0.0 0.000 TL €3.94 PV Pipe: 149 -5.3 2.203 PL 36.66 PF 0.0 214 20.0 0.0 33.6 0.0 0.4 120 FTG 2T PE 0.0 246 20.0 0.0 33.7 0.0 0.0D0TL 63.94 -PV Pipe: 150 -7.5 2.203 PL 36.66 PF 0.0 215 20.0 0.0 33.6 0.0 0.6 120 FTG 2T FE 0.0 247 20.0 0.0 33.6 0.0 0.001 TL 63.94 PV Pipe: 151 -10.0 2.203 PL 36.66 PF 0.1 216 20.0 0.0 33.5 0.0 0.8 120 FTG 2T FE 0.0 248 20.0 0.0 33.6 0.0 0.001 TL 63.94 PV Pipe: 152 -15.8 2.203 FL 38.00 PF 0.2 217 20.0 0.0 33.4 0.0 1.3 120 FTG 2T2L FE 0.0 249 20.0 0.0 33.5 0.0 0.002 TL 73.46 FV Pipe: 153 -18.2 2.203 FL 38.00 PF 0.2 218 20.0 0.0 33.3 0.0 1.5 120 FTG 2T2L FE 0.0 250 20.0 0.0 33.5 0.0 0.003 TL 73.46 PV Pipe: 154 -19.6 2.203 FL 38.00 PF 0.2 219 20.0 0.0 33.3 0.0 1.7 120 FTG 2T2L FE 0.0 251 20.0 0.0 33.5 0.0 0.003 TL 73.46 PV Pipe: 155 -20.8 2.203 FL 6.42 PF 0.1 220 20.0 0.0 33.2 0.0 1.7 120 FTG T FE 0.0 7.1 20.0 0.0 33.3 0.0 0.004 TL 20.06 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG 32, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Six - PEAKED, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SLIM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 156 -20.8 2.203 PL 5.58 PF 0.1 7.1 20.0 0.0 33.3 0.0 1.7 120 FTG 2L PE 0.0 702 20.0 0.0 33.4 0.0 0.004 TL 13.76 PV Pipe: 157 -20.8 2.203 PL 7.00 PF 0.0 702 20.0 0.0 33.4 0.0 1.7 120 FTG ---- PE 0.0 7.3 20.0 0.0 33.4 0.0 0.004 TL 7.00 PV Pipe: 158 -20.8 2.203 PL 9.50 PF 0.1 7.3 20.0 0.0 33.4 0.0 1.7 120 FTG TL PE 0.0 252 20.0 0.0 33.5 0.0 0.004 TL 27.23 PV Pipe: 159 0.0 1.408 PL 2.50 PF 0.0 7.1 20.0 0.0 33.3 0.0 0.0 120 FTG T PE 0.0 701 20.0 0.0 33.3 0.0 0.000 TL 9.12 PV Pipe: 160 0.0 1.408 PL 2.00 PF 0.0 7.3 20.0 0.0 33.4 0.0 0.0 120 FTG T PE 0.0 703 20.0 0.0 33.4 0.0 0.000 TL 8.62 PV Pipe: 161 0.0 1.408 PL 6.33 PF 0.0 221. 20.0 0.0 33.2 0.0 0.0 120 FTG T PE 0.0 704 20.0 0.0 33.2 0.0 0.000 TL 12.95 PV Pipe: 162 -25.4 2.203 PL 3.58 PF 0.1 222 20.0 0.0 33.1 0.0 2.1 120 FTG TL PE 0.0 7.5 20.0 0.0 33.3 0.0 0.005 Ti, 21.32 PV Pipe: 163 -25.4 2.203 PL 9.00 PF 0.1 7.5 20.0 0.0 33.3 0.0 2.1 120 FTG 2L PE 0.0 707 20.0 0.0 33.4 0.0 0.005 TL 17.18 PV Pipe: 164 -25.4 2.203 PL 3.75 PF 0.0 707 20.0 0.0 33.4 0.0 2.1 120 FTG ---- P3 0.0 708 20.0 0.0 33.4 0.0 0.005 TL 3.75 PV Pipe: 165 -25.4 2.203 PL 5.17 PF 0.1 708 20.0 0.0 33.4 0.0 2.1 120 FTG T P3 0.0 253 20.0 0.0 33.5 0.0 0.005 TL 18.81 PV Pipe: 166 0.0 1.408 PL 0.83 PF 0.0 253 20.0 0.0 33.5 0.0 0.0 120 FTG T PE 0.0 709 20.0 0.0 33.5 0.0 0.000 TL 7.45 PV Pipe: 167 0.0 1.408 PL 2.25 PF 0.0 7.5 20.0 0.0 33.3 0.0 0.0 120 FTG T PE 0.0 705 20.0 0.0 33.3 0.0 0.000 TL 8.87 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Six - PEAKED, .40/2000 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: 168 0.0 1.408 PL 2.83 PF 0.0 7.5 20.0 0.0 33.3 0.0 0.0 120 FTG T PE 0.0 706 20.0 0.0 33.3 0.0 0.000 TL 9.45 PV Pipe: 169 0.0 2.203 PL 3.00 PF 0.0 223 20.0 0.0 32.7 0.0 0.0 120 FTG T PE 0.0 710 20.0 0.0 32.7 0.0 0.000 TL 16.64 PV Pipe: 170 0.0 2.203 PL 5.50 PF 0.0 710 20.0 0.0 32.7 0.0 0.0 120 FTG 2L PE 0.0 721 20.0 0.0 32.7 0.0 0.000 TL 23.68 PV Pipe: 171 0.0 2.203 PL 6.00 PF 0.0 711 20.0 0.0 32.7 0.0 0.0 120 FTG ---- PE 0.0 712 20.0 0.0 32.7 0.0 0.000 TL 6.00 PV Pipe: 172 0.0 1.408 PL 4.50 FE' 0.0 223A 20.0 0.0 32.7 0.0 0.0 120 FTG T FE 0.0 713 20.0 0.0 32.7 0.0 0.000 TL 11.12 PV Pipe: 173 0.0 1.408 PL 5.75 PF 0.0 224 20.0 0.0 32.6 0.0 0.0 120 FTG T FE 0.0 714 20.0. 0.0 32.6 0.0 0.000 TL 12.37 PV Pipe: 174 0.0 2.203 PL 3.00 PF 0.0 224 20.0 0.0 32.6 0.0 0.0 120 FTG T PE 0.0 725 20.0 0.0 32.6 0.0 0.000 TL 26.64 PV Pipe: 175 0.0 2.203 FL 5.50 PF 0.0 715 20.0 0.0 32.6 0.0 0.0 120 FTG 2L PE 0.0 716 20.0 0.0 32.6 0.0 0.000 TL 13.68 PV Pipe: 176 0.0 2.203 FL 7.67 PF 0.0 716 20.0 0.0 32.6 0.0 0.0 120 FTG ---- PE 0.0 717 20.0 O.Q. 32.6 0.0 0.000 TL 7.67 PV Pipe: 177 0.0 1.408 PL 5.75 PF 0.0 225 20.0 0.0 32.5 0.0 0.0 120 FTG T PE 0.0 718 20.0 0.0 32.5 0.0 0.000 TL 12.37 PV Pipe: 178 0.0 2.203 PL 3.00 PF 0.0 225 20.0 0.0 32.5 0.0 0.0 120 FTG T PE 0.0 729 20.0 0.0 32.5 0.0 0.000 TL 26.64 PV Pipe: 179 0.0 1.408 PL 5.50 PF 0.0 719 20.0 0.0 32.5 0.0 0.0 120 FTG 2L PE 0.0 720 20.0 0.0 32.5 0.0 0.000 TL 9.91 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Six - PEAKED, .40/2000 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: 180 0.0 2.203 PL 7.67 PF 0.0 720 20.0 0.0 32.5 0.0 0.0 120 FTG ---- PE 0.0 721 20.0 0.0 32.5 0.0 0.000 TL 7.67 PV Pipe: 181 0.0 1.408 PL 5.75 PF 0.0 226 20.0 0.0 32.3 0.0 0.0 120 FTG T PE 0.0 722 20.0 0.0 32.3 0.0 0.000 TL 5.75 PV Pipe: 182 0.0 2.203 PL 3.00 PF 0.0 226 20.0 0.0 32.3 0.0 0.0 120 FTG T PE 0.0 723 20.0 0.0 32.3 0.0 0.000 TL 16.64 PV Pipe: 183 0.0 2.203 PL 3.75 PF 0.0 723 20.0 0.0 32.3 0.0 0.0 120 FTG ---- PE 0.0 724 20.0 0.0 32.3 0.0 0.000 TL 3.75 PV Pipe: 184 0.0 2.203 PL 6.00 PF 0.0 723 20.0 0.0 32.3 0.0 0.0 120 FTG ---- PE 0.0 725 20.0 0.0 32.3 0.0 0.000 TL 6.00 PV Pipe: 185 0.0 1.408 PL 5.75 PF 0.0 227 20.0 0.0 32.2 0.0 0.0 120 FTG T PE 0.0 726 20.0 0.0 32.2 0.0 0.000 TL 12.37 PV Pipe: 186 0.0 2.203 PL 3.00 PF 0.0 227 20.0 0.0 32.2 0.0 0.0 120 FTG T PE 0.0 727 20.0 0.0 32.2 0.0 0.000 TL 16.64 PV Pipe: 187 0.0 2.203 PL 3.75 PF 0.0 727 20.0 0.0 32.2 0.0 0.0 120 FTG ---- PE 0.0 728 20.0 0.0 32.2 0.0 0.000 TL 3.75 PV Pipe: 188 0.0 2.203 PL 6.00 PF 0.0 728 20.0 0.0 32.2 0.0 0.0 120 FTG ---- PE 0.0 729 20.0 0.0 32.2 0.0 0.000 TL 6.00 PV Pipe: 189 0.0 1.408 PL 5.75 PF 0.0 228 20.0 0.0 32.1 0.0 0.0 120 FTG T PE 0.0 730 20.0 0.0 32.1 0.0 0.000 TL 12.37 PV Pipe: 190 0.0 2.203 PL 6.50 PF 0.0 228 20.0 0.0 32.1 0.0 0.0 120 FTG T PE 0.0 731 20.0 0.0 32.1 0.0 0.000 TL 20.14 PV Pipe: 191 0.0 2.203 PL 6.00 PF 0.0 731 20.0 0.0 32.1 0.0 0.0 120 FTG ---- PE 0.0 732 20.0 0.0 32.1 0.0 0.000 TL 6.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 21 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Six - PEAKED, .40/2000 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: 192 0.0 1.408 PL 5.75 PF 0.0 229 20.0 0.0 32.0 0.0 0.0 120 FTG T PE 0.0 733 20.0 0.0 32.0 0.0 0.000 TL 12.37 PV Pipe: 193 0.0 2.203 PL 3.00 PF 0.0 229 20.0 0.0 32.0 0.0 0.0 120 FTG T PE 0.0 734 20.0 0.0 32.0 0.0 0.000 TL 16.64 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 . (2) 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 0.090 qpm. Total pressure at each node is used in balancing the system. Maximum water velucity is24.0 ft/sec at pipe 16. 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 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 2.21 7.72 6.62 1.10 11.03 11.03 6.62 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 4.320 23.94 27.87 8.36 30.66 26.72 2.79 27.87 27.87 27.87 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 8.510 24.60 47.84 17.77 61.51 16.40 5.47 42.37 42.37 47.84 11.734 47.47 107.88 34.52 118.67 40.99 10.79 79.83 79.83 107.88 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 22 DATE 1 3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITBressi Ranch Building B2, Area Six - PEAKED, .40/2000 - C i ii DOO I-i •G) 44)7 G)r1 U) aa)) W•-1 -'-10JE Co o U) r-4 '-1,4Lfl 0>, -4'' V, U)tn 4 a) 11)0 -H CD Cl) C C OD -H Cl) W riD -H I—Id) C I-C U) C 0 >1 04 U - .04 C C (N D I E-I C C C C C Q C C C C kJo '-I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 23 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 6-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Six - PEAKED, .40/2000 WATER SUPPLY CURVE 96+ 88+ I \\\\\\\\\\\\\\\\\\\ * <-81.0 psi @ 1500 gprn 80+ Olow Test Point 72+ P 64+ R I E X S S56+ U E .1 48+. ( P I S I ) 40+ I 32+ 24+ 16+ LEGEND I 'I X = Required Water Supply I 60.45 Psi @ 1591.6 gpm 8+ I 0 = Available Water Supply TV 80.48 psi @ 1591.6 gprn 'I 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 A CPS FIRE PROTECTION, INC. 417 VERNON WAY EL cAJON, CA 92020 LICENSE #C16-684659 HYDRAULIC CALCULATIONS FOR BRESSI RANCH SELF STORAGE CAMPBELL PLACE CARLSBAD, CA BUILDING B2, 2ND FLOOR (ROOF), AREA 7 - REVISED FILE NUMBER: BRESSI RANCH BLDG B2, AREA 7 - REVISED.SDF DATE: 10/3/07 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HAZARD GRP. II DENSITY: .40 gprri/sq. ft. AREA OF APPLICATION: 2000 sq.ft. NUMBER OF SPRINKLERS CALCULATED: 34 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1333.4 gpm TOTAL WATER REQUIRED (including hose): 1833.4 gpm (500 gpm Hose Allow) FLOW AND PRESSURE (@ NODE RPOUT): 1333.4 gpm @ 58.7 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 8.0 DESIGN/LAYOUT BY: CPS FIRE PROTECTION AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPARTMENT WATER FLU AVAILABILITY DATA: STATIC: 95 psi (85.5 @ 90%) RESIDUAL: 90 psi (81.0 @ 90%) FLOW: 1,500 gpm SOURCE: CPS FIRE PROTECTION FLOW TEST - 5/17/07 WITNESSED BY CARLSBAD FIRE DEPARTMENT CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. APPROVEZUBMITTED ATLANTA, GA CARLSBAjIRARTMENT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG 32, AREA 7-REVISED.SDF JOB TITLE: 3ressi Ranch Building 32, Area Seven - Revised, 40/2000 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.5 81.0 1500.0 79.0 1833.4 76.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1833.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM PLLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1333.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PSF SRC 10.0 SOURCE 76.2 1833.4 8" -1.0 - - - - 79.9 - - - HYD1 -1.0 - - - - 79.5 Bl -1.0 - - -- 79.5 HYD2 -1.0 ------ 78.2 B2 -1.0 HOSE STREAM 76.8 500.0 HYD3 -1.0 - - - - 76.9 33 -1.0 - - - - 78.1 - - - HYD4 -1.0 - - - - 75.1 - - - A -1.0 - - - - 79.2 - - - RPIN 3.0 - - - - 74.2 - - - RPOUT 3.0 - - - - 58.7 TOR 9.5 - - - - 55.1 1ST 9.5 - - - - 54.9 - - - ROOF 20.0 - - - - 37.0 1STA 9.5 - - - - 34.6 2NDA 20.0 - - - - 28.1 - - - 6" 9.5 - - - - 52.7 - - - 100 9.5 - - - - 52.0 101 9.5 - - - - 50.4 - - - 102 9.5 - - - - 50.3 - - - 103 9.5 - - - - 50.1 104 9.5 - - - - 49.9 - - - 105 9.5 ---- 49.5 106 9.5 - - - - 49.8 - - - 107 9.5 - - - - 49.8 - - - 112 9.5 - - - - 45.1 - - - 113 9.5 - - - - 44.9 - - - 114 9.5 - - - - 40.5 115 9.5 - - - - 41.0 - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building 52, Area Seven - Revised, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 116 9.5 - - - - 42.7 - - - 117 9.5 - - - - 42.8 - - - 118 9.5 - - - - 42.8 119 9.5 - - - - 43.0 - - - 120 9.5 - - - - 43.1 - - - 121 9.5 - - - - 43.1 - - - 122 9.5 - - - - 43.1 - - - 123 9.5 - - - - 36.1 6.1 9.5 - - - - 47.2 - - - 6.8 9.5 - - - - 47.2 - - - 6.15 9.5 - - - - 47.1 - - - 601 9.5 - - - - 47.2 - - - 602 9.5 - - - - 47.1 - - - 603 9.5 - - - - 46.7 - - - 604 9.5 - - - - 46.3 - - - 605 9.5 - - - - 46.0 - - - 606 9.5 - - - - 45.6 - - - 607 9.5 - - - -. 45.2 - - - 608 9.5 - - - - 47.2 - - - 609 9.5 - - - - 47.1 - - - 610 9.5 - - - - 46.7 - - - 611 9.5 - - - - 46.3 - - - 612 9.5 - - - - 46.0 - - - 613 9.5 - - - - 45.6 - - - 614 9.5 - - - - 45.2 - - - 615 9.5 - - - - 47.1 - - - 616 9.5 - - - - 47.1 - - - 617 9.5 - - - - 46.7 - - - 618 9.5 - - - - 46.4 - - - 619 9.5 - - - - 46.0 - - - 620 9.5 - - - - 45.6 - - - 621 9.5 - - - - 45.3 - - - 622 9.5 - - - - 47.0 - - - 623 9.5 - - - - 46.7 - - - 624 9.5 - - - - 46.4 - - - 625 9.5 - - - - 46.1 - - - 626 9.5 - - - - 45.7 - - - 627 9.5 - - - - 45.4 - - - P1 9.5 - - - - 47.5 - - - P2 9.5 - - - - 47.5 - - - P3 9.5 - - - - 47.4 P4 9.5 - - - - 47.4 - - - P5 9.5 - - - - 44.8 - - - P6 9.5 - - - - 44.9 - - - P7 9.5 - - - - 44.9 - - - P8 9.5 - - - - 45.1 201 20.0 - - - - 37.0 202 20.0 - - - - 36.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG 32, AREA 7-REVISED.SDF JOB TITLE: 3ressi Ranch Building 32, Area Seven - Revised, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 203 20.0 - - - - 36.1 204 20.0 - - - - 35.3 - - - 205 20.0 - - - - 34.7 206 20.0 - - - 34.1 - - - 207 20.0 - - - - 32.8 - - - 208 20.0 - - - - 31.7 209 20.0 - - - - 31.6 - - - 210 20.0 - - - - 31.3 211 20.0 - - - - 30.9 - - - 212 20.0 - - - - 30.5 213 20.0 - - - - 30.1 - - - 214 20.0 - - - - 29.7 - - - 215 20.0 - - - - 29.3 - - - 216 20.0 - - - - 28.9 - - - 217 20.0 - - - - 27.6 - - - 218 20.0 - - - - 27.1 - - - 219 20.0 - - - - 26.9 - - - 220 20.0 - - - - 26.6 221 20.0 - - - - 26.4 - - - 222 20.0 - - - - 26.3 - - - 223 20.0 - - - - 25.1 - - - 223A 20.0 - - - - 25.1 - - - 224 20.0 - - - - 24.9 225 20.0 - - - - 24.9 - - - 226 20.0 - - - - 24.9 - - - 227 20.0 - - - - 24.9 - - - 228 20.0 - - - - 25.1 - - - 229 20.0 - - - - 25.2 230 20.0 - - - - 25.7 - - - 231 20.0 - - - - 25.8 - - - 233 20.0 - - - - 34.1 - - - 234 20.0 - - - - 34.1 - - - 235 20.0 - - - - 34.1 236 20.0 - - - - 33.6 - - - 237 20.0 - - - - 33.5 - - - 238 20.0 - - - - 33.2 - - - 239 20.0 - - - - 32.5 - - - 240 20.0 - - - - 31.6 241 20.0 - - - - 31.5 - - - 242 20.0 - - - - 31.2 - - - 243 20.0 - - - - 30.9 - - - 244 20.0 - - - - 30.5 - - - 245 20.0 - - - - 30.2 246 20.0 - - - 29.8 - - - 247 20.0 - - - - 29.5 - - - 248 20.0 - - - - 29.2 - - - 249 20.0 - - - - 28.4 - - - 250 20.0 - - - - 28.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Seven - Revised, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 251 20.0 - - - - 28.1 252 20.0 - - - - 27.6 253 20.0 - - - - 27.6 7.1 20.0 - - - - 26.3 - - - 7.3 20.0 - - - - 26.4 - - - 7.5 20.0 - - - - 25.8 - - - 701 20.0 K= 8.00 25.3 40.3 702 20.0 K= 8.00 26.3 41.1 703 20.0 K= 8.00 25.4 40.4 704 20.0 K= 8.00 25.0 40.0 705 20.0 K= 8.00 24.8 39.9 706 20.0 K= 8.00 24.8 39.8 707 20.0 K= 8.00 25.9 40.7 708 20.0 K= 8.00 26.1 40.8 709 20.0 K= 8.00 26.7 41.3 710 20.0 K= 8.00 23.6 38.8 711 20.0 K= 8.00 23.0 38.4 712 20.0 K= 8.00 22.9 38.3 713 20.0 K= 8.00 23.9 39.1 714 20.0 K= 8.00 23.6 38.9 715 20.0 K= 8.00 23.4 38.7 716 20.0 - K=8.00 22.9 38.3 717 20.0 = 8.00 22.8- 38.2 718 20.0 K= 8.00 23.6 38.8 719 20.0 K= 8.00 23.4 38.7 720 20.0 K= 8.00 22.8 38.2 721 20.0 K= 8.00 22.7 38.1 722 20.0 K= 8.00 24.2 39.4 723 20.0 K= 8.00 23.4 38.7 724 20.0 K= 8.00 23.3 38.6 725 20.0 K= 8.00 23.3 38.6 726 20.0 K= 8.00 23.6 38.9 727 20.0 K= 8.00 23.4 38.7 728 20.0 K= 8.00 23.3 38.6 729 20.0 K= 8.00 23.2 38.5 730 20.0 K= 8.00 23.7 39.0 731 20.0 K= 8.00 24.2 39.3 732 20.0 K= 8.00 24.1 39.3 733 20.0 K= 8.00 23.9 39.1 734 20.0 K= 8.00 25.0 40.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Seven - Revised, .40/2000 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 1833.4 11.734 PL 85.00 FE 1.1 SRC 10.0 SRCE 76.2 (N/A) 5.4 150 FTG T2LG PE 4.8 8" -1.0 0.0 79.9 0.0 0.003 TL 368.65 PV Pipe: 2 886.1 8.044 PL 47.00 PF 0.4 8" -1.0 0.0 79.9 0.0 5.6 150 FTG 2L PE 0.0 HYDI -1.0 0.0 79.5 0.0 0.005 TL 87.82 PV Pipe: 3 886.1 8.044 PL 4.00 PF 0.0 HYD1 -1.0 0.0 79.5 0.0 5.6 150 FTG ---- PE 0.0 B1 -1.0 0.0 79.5 0.0 0.005 TL 4.00 PV Pipe: 4 886.1 8.044 PL 258.00 PF 1.3 B1 -1.0 0.0 79.5 0.0 5.6 150 FTG L FE 0.0 11YD2 -1.0 0.0 78.2 0.0 0.005 TL 278.41 PV Pipe: 5 886.1 8.044 FL 225.00 PF 1.3 HYD2 -1.0 0.0 78.2 0.0 5.6 150 FTG 3L PE 0.0 B2 -1.0 H.S. 76.8 500.0 0.005 TL 286.23 PV Pipe: 6 -947.3 8.044 PL 10.00 PF 0.1 B2 -1.0 H.S. 76.8 500.0 6.0 150 FTG ---- PE 0.0 1H D3 -1.0 0.0 76.9 0.0 0.005 TL 10.00 PV Pipe: 7 -947.3 8.044 PL 212.00 PE 1.2 HYD3 -1.0 0.0 76.9 0.0 6.0 150 FTG L FE 0.0 B3 -1.0 0.0 78.1 0.0 0.005 TL 232.41 PV Pipe: 8 -947.3 8.044 FL 10.00 FE 0.1 83 -1.0 0.0 78.1 0.0 6.0 150 FTG ---- FE 0.0 HYD4 -1.0 0.0 78.1 0.0 0.005 TL 10.00 PV Pipe: 9 -947.3 8.044 FL 152.00 FE 1.0 HYD4 -1.0 0.0 78.1 0.0 6.0 150 FTG 2L FE 0.0 A -1.0 0.0 79.2 0.0 0.005 TL 192.82 PV Pipe: 10 -947.3 8.044 FL 80.00 FE 0.7 A -1.0 0.0 79.2 0.0 6.0 150 FTG T FE 0.0 0.0 79.9 0.0 0.005 TL 134.95 PV Pipe: 11 1333.4 8.510 FL 12.00 FE 0.9 B2 -1.0 H.S. 76.8 500.0 7.5 140 FTG TL FE -1.7 RFIN 3.0 0.0 74.2 0.0 0.009 TL 99.26 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Seven - Revised, .40/2000 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 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 74.2 0.0 15.5 psi, 1333.3 gpm RPOUT 3.0 0.0 58.7 0.0 Pipe: 13 1333.4 6.357 PL 6.50 PF 0.8 RPOtJT 3.0 0.0 58.7 0.0 13.5 120 FTG L PE -2.8 TOR 9.5 0.0 55.1 0.0 0.048 TL 17.82 PV Pipe: 14 1333.4 6.357 PL 3.00 PF 0.1 TOR 9.5 0.0 55.1 0.0 13.5 120 FTG ---- PE 0.0 1ST 9.5 0.0 54.9 0.0 0.048 TL 3.00 PV Pipe: 15 1333.4 6.357 PL 11.83 PF 2.2 1ST 9.5 0.0 54.9 0.0 13.5 120 FTG 3L PE 0.0 6" 9.5 0.0 52.7 0.0 0.048 TL 45.78 PV Pipe: 16 1333.4 4.310 PL 2.42 PF 0.8 6" 9.5 0.0 52.7 0.0 29.3 120 FTG ---- PE 0.0 100 9.5 0.0 52.0 0.0 0.316 TL 2.42 PV Pipe: 17 1260.4 4.310 PL 5.58 PF 1.6 100 9.5 0.0 52.0 0.0 27.7 120 FTG ---- PE 0.0 101 9.5 0.0 50.4 0.0 0.285 TL 5.58 PV Pipe: 18 835.6 4.310 PL 10.50 PF 8.8 101 9.5 0.0 50.4 0.0 18.4 120 FTG 2T PE -4.5 ROOF 20.0 0.0 37.0 0.0 0.133 TL 66.25 PV Pipe: 19 424.8 4.310 PL 1.92 PF 0.1 101 9.5 0.0 50.4 0.0 9.3 120 FTG ---- PE 0.0 102 9.5 0.0 50.3 0.0 0.038 TL 1.92 PV Pipe: 20 357.2 4.310 PL 8.00 PF 0.2 102 9.5 0.0 50.3 0.0 7.9 120 FTG ---- PE 0.0 103 9.5 0.0 50.1 0.0 0.028 TL 8.00 PV Pipe: 21 282.2 4.310 PL 8.83 PF 0.2 103 9.5 0.0 50.1 0.0 6.2 120 FTG ---- PE 0.0 104 9.5 0.0 49.9 0.0 0.018 TL 8.83 PV Pipe: 22 209.1 4.310 PL 10.42 PF 0.1 104 9.5 0.0 49.9 0.0 4.6 120 FTG ---- FE 0.0 105 9.5 0.0 49.8 0.0 0.010 TL 10.42 PV Pipe: 23 137.1 4.310 FL 5.75 PF 0.0 105 9.5 0.0 49.8 0.0 3.0 120 FTG ---- PE 0.0 106 9.5 0.0 49.8 0.0 0.005 TL 5.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Seven - Revised, .40/2000 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: 24 67.5 4.310 PL 7.17 PF 0.0 106 9.5 0.0 49.8 0.0 1.5 120 FTG ---- FE 0.0 107 9.5 0.0 49.8 0.0 0.001 TL 7.17 PV Pipe: 25 -357.2 4.310 PL 4.00 PF 0.1 116 9.5 0.0 42.7 0.0 7.9 120 FTG ---- FE 0.0 117 9.5 0.0 42.8 0.0 0.028 TL 4.00 PV Pipe: 26 -282.2 4.310 PL 1.00 PF 0.0 117 9.5 0.0 42.8 0.0 6.2 120 FTG ---- PE 0.0 118 9.5 0.0 42.8 0.0 0.018 TL 1.00 PV Pipe: 27 -282.2 4.310 FL 8.83 PF 0.2 118 9.5 0.0 42.8 0.0 6.2 120 FTG ---- PE 0.0 119 9.5 0.0 43.0 0.0 0.018 TL. 8.83 PV Pipe: 28 -209.1 4.310 PL 10.42 FE' 0.1 119 9.5 0.0 43.0 0.0 4.6 120 FTG ---- FE 0.0 120 9.5 0.0 43.1 0.0 0.010 TL 10.42 PV Pipe: 29 -137.1 4.310 PL 5.75 PF 0.0 120 9.5 0.0 43.1 0.0 3.0 120 FTG ---- FE 0.0 121 9.5 0.0 '43.1 0.0 0.005 TL 5.75 PV Pipe: 30 -67.5 4.310 PL 5.66 PF 0.0 121 9.5 0.0 43.1 0.0 1.5 120 FTG ---- PE 0.0 122 9.5 0.0 43.1 0.0 0.001 TL 5.66 PV Pipe: 31 497.7 4.310 FL 7.67 FE' 1.7 116 9.5 0.0 42.7 0.0 10.9 120 FTG 3L PE 0.0 115 9.5 0.0 41.0 0.0 0.051 TL 32.76 PV Pipe: 32 497.7 4.310 PL 9.08 FE' 0.5 115 9.5 0.0 41.0 0.0 10.9 120 FTG ---- FE 0.0 114 9.5 0.0 40.5 0.0 0.051 TL 9.08 PV Pipe: 33 497.7 4.310 FL 62.00 PF 4.4 114 9.5 0.0 40.5 0.0 10.9 120 FTG 3L FE 0.0 123 9.5 0.0 36.1 0.0 0.051 TL 87.09 PV Pipe: 34 497.7 4.310 FL 11.66 PF 1.4 123 9.5 0.0 36.1 0.0 10.9 120 FTG 2L FE 0.0 ISTA 9.5 0.0 34.6 0.0 0.051 TL 28.38 P17 Pipe: 35 497.7 4.310 FL 10.50 FE' 2.0 1STA 9.5 0.0 34.6 0.0 10.9 120 FTG T FE -4.5 2NDA 20.0 0.0 28.1 0.0 0.051 TL 38.37 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Seven - Revised, .40/2000 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: 36 72.9 2.203 FL 144.33 PF 6.9 100 9.5 0.0 52.0 0.0 6.1 120 FTG T5L PE 0.0 112 9.5 0.0 45.1 0.0 0.038 TL 178.43 PV Pipe: 37 67.6 2.203 PL 134.00 PF 5.4 102 9.5 0.0 50.3 0.0 5.7 120 FTG 2T PE 0.0 113 9.5 0.0 44.9 0.0 0.033 TL 161.28 PV Pipe: 38 72.9 2.703 PL 7.50 PF 0.2 112 9.5 0.0 45.1 0.0 4.1 120 FTG L FE 0.0 223 9.5 0.0 44.9 0.0 0.024 TL 23.72 PV Pipe: 39 140.6 2.703 PL 22.00 PF 2.2 113 9.5 0.0 44.9 0.0 7.9 120 FTG TL PE 0.0 116 9.5 0.0 42.7 0.0 0.048 TL 46.87 PV Pipe: 40 75.0 2.203 PL 153.00 PF 7.3 103 9.5 0.0 50.1 0.0 6.3 120 FTG 2T PE 0.0 117 9.5 0.0 42.8 0.0 0.040 TL 180.28 PV Pipe: 41 73.1 2.203 PL 49.00 FE' 2.4 104 9.5 0.0 49.9 0.0 6.2 120 FTG T FE 0.0 -P1 9.5 0.0 47.5 0.0 0.039 TL 62.64 PV Pipe: 42 73.1 2.203 PL 7.50 FE' 0.3 P1 9.5 0.0 47.5 0.0 6.2 120 FTG ---- PE 0.0 6.1 9.5 0.0 47.2 0.0 0.039 TL 7.50 PV Pipe: 43 73.1 2.203 PL 3.50 PF 0.1 6.1 9.5 0.0 47.2 0.0 6.2 120 FTG ---- PE 0.0 602 9.5 0.0 47.1 0.0 0.039 TL 3.50 PV Pipe: 44 73.1 2.203 PL 9.00 PF 0.3 602 9.5 0.0 47.1 0.0 6.2 120 FTG ---- PE 0.0 €03 9.5 0.0 4€.7 0.0 0.039 TL 9.00 PV Pipe: 45 73.1 2.203 FL 10.00 PF 0.4 603 9.5 0.0 46.7 0.0 6.2 120 FTG ---- PE 0.0 604 9.5 0.0 46.3 0.0 0.039 TL 10.00 PV Pipe: 46 73.1 2.203 FL 10.00 PF 0.4 604 9.5 0.0 46.3 0.0 6.2 120 FTG ---- FE 0.0 605 9.5 0.0 46.0 0.0 0.039 TL 20.00 PV Pipe: 47 73.1 2.203 FL 10.00 PF 0.4 605 9.5 0.0 46.0 0.0 6.2 120 FTG ---- PE 0.0 606 9.5 0.0 45.6 0.0 0.039 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Seven - Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 48 73.1 2.203 PL 10.00 PF 0.4 606 9.5 0.0 45.6 0.0 6.2 120 FTG ---- PE 0.0 607 9.5 0.0 45.2 0.0 0.039 TL 10.00 PV Pipe: 49 73.1 2.203 PL 10.00 PF 0.4 607 9.5 0.0 45.2 0.0 6.2 120 FTG ---- PE 0.0 P5 9.5 0.0 44.8 0.0 0.039 TL 10.00 PV Pipe: 50 73.1 2.203 FL 34.00 PF 1.8 P5 9.5 0.0 44.8 0.0 6.2 120 FTG T PE 0.0 229 9.5 0.0 43.0 0.0 0.039 TL 47.64 PV Pipe: 51 0.0 1.080 PL 0.50 PF 0.0 6.1 9.5 0.0 47.2 0.0 0.0 120 FTG T FE 0.0 601 9.5 0.0 47.2 0.0 0.000 TL 6.26 PV Pipe: 52 71.9 2.203 PL 49.00 PF 2.3 105 9.5 0.0 49.8 0.0 6.1 120 FTG T PE 0.0 P2 9.5 0.0 47.5 0.0 0.037 TL 62.64 PV Pipe: 53 71.9 2.203 PL 7.50 PF 0.3 P2 9.5 0.0 47.5 0.0 6.1 120 FTG ---- PE 0.0 6.8 9.5 0.0 47.2 0.0 0.037 TL 7.50 PV Pipe: 54 71.9 2.203 PL 3.50 PF 0.1 6.8 9.5 0.0 47.2 0.0 6.1 120 FTG ---- FE 0.0 609 9.5 0.0 47.2 0.0 0.037 TL 3.50 PV Pipe: 55 71.9 2.203 PL 9.00 PF 0.3 609 9.5 0.0 47.1 0.0 6.1 120 FTG ---- PE 0.0 610 9.5 0.0 46.7 0.0 0.037 TL 9.00 PV Pipe: 56 71.9 2.203 PL 10.00 PF 0.4 610 9.5 0.0 46.7 0.0 6.1 120 FTG ---- PE 0.0 611 9.5 0.0 46.3 0.0 0.037 TL 10.00 PV Pipe: 57 71.9 2.203 FL 10.00 PF 0.4 611 9.5 0.0 46.3 0.0 6.1 120 FTG ---- FE 0.0 612 9.5 0.0 46.0 0.0 0.037 TL 10.00 PV Pipe: 58 71.9 2.203 FL 10.00 PF 0.4 612 9.5 0.0 46.0 0.0 6.1 120 FTG ---- FE 0.0 613 9.5 0.0 45.6 0.0 0.037 TL 10.00 PV Pipe: 59 71.9 2.203 FL 10.00 PF 0.4 613 9.5 0.0 45.6 0.0 6.1 120 FTG ---- FE 0.0 614 9.5 0.0 45.2 0.0 0.037 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Seven - Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 60 71.9 2.203 PL 10.00 PF 0.4 614 9.5 0.0 45.2 0.0 6.1 120 FTG ---- PE 0.0 P6 9.5 0.0 44.9 0.0 0.037 TL 10.00 PV Pipe: 61 71.9 2.203 PL 34.00 PF 1.8 P6 9.5 0.0 44.9 0.0 6.1 120 FTG T PE 0.0 120 9.5 0.0 43.1 0.0 0.037 TL 47.64 PV Pipe: 62 0.0 1.080 PL 4.00 PF 0.0 6.8 9.5 0.0 47.2 0.0 0.0 120 FTG T PE 0.0 608 9.5 0.0 47.2 0.0 0.000 TL 9.76 PV Pipe: 63 69.7 2.203 PL 49.50 PF 2.4 106 9.5 0.0 49.8 0.0 5.9 120 FTG TL PE 0.0 P3 9.5 0.0 47.4 0.0 0.035 TL 67.23 PV Pipe: 64 69.7 2.203 PL 7.50 PF 0.3 P3 9.5. 0.0 47.4 0.0 5.9 120 FTG ---- PE 0.0 6.15 9.5 0.0 47.1 0.0 0.035 TL 7.50 PV Pipe: 65 69.7 2.203 PL 1.50 PF 0.1 6.15 9.5 0.0 47.1 0.0 5.9 120 FTG ---- PE 0.0 616 9.5 0.0 47.1 0.0 0.035 TL 1.50 PV Pipe: 66 69.7 2.203 PL 11.00 PF 0.4 616 9.5 0.0 47.1 0.0 5.9 120 FTG ---- PE 0.0 617 9.5 0.0 46.7 0.0 0.035 TL 22.00 PV Pipe: 67 69.7 2.203 PL 10.00 PF 0.4 617 9.5 0.0 46.7 0.0 5.9 120 FTG ---- PE 0.0 618 9.5 0.0 46.4 0.0 0.035 TL 10.00 PV Pipe: 68 69.7 2.203 PL 10.00 PF 0.4 618 9.5 0.0 46.4 0.0 5.9 120 FTG ---- PE 0.0 619 9.5 0.0 46.0 0.0 0.035 TL 10.00 PV Pipe: 69 69.7 2.203 PL 10.00 PF 0.4 619 9.5 0.0 46.0 0.0 5.9 120 FTG ---- PE 0.0 620 9.5 0.0 45.6 0.0 0.035 TL 10.00 PV Pipe: 70 69.7 2.203 PL 10.00 PF 0.4 620 9.5 0.0 45.6 0.0 5.9 120 FTG ---- PE 0.0 622 9.5 0.0 45.3 0.0 0.035 TL 20.00 PV Pipe: 71 69.7 2.203 PL 10.00 PF 0.4 621 9.5 0.0 45.3 0.0 5.9 120 FTG ---- PE 0.0 P7 9.5 0.0 44.9 0.0 0.035 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/3/2007RESSI RANCH CALCS\ERESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Seven - Revised, .40/2000 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: 72 69.7 2.203 PL 34.50 PF 1.8 P7 9.5 0.0 44.9 0.0 5.9 120 FTG TL PE 0.0 121 9.5 0.0 43.1 0.0 0.035 TL 52.23 PV Pipe: 73 0.0 1.080 PL 1.50 PF 0.0 6.15 9.5 0.0 47.1 0.0 0.0 120 FTG T PE 0.0 615 9.5 0.0 47.1 0.0 0.000 TL 7.26 PV Pipe: 74 67.5 2.203 PL 50.33 PF 2.4 107 9.5 0.0 49.8 0.0 5.7 120 FTG T2L PE 0.0 P4 9.5 0.0 47.4 0.0 0.033 TL 72.15 PV Pipe: 75 67.5 2.203 PL 10.00 PF 0.3 P4 9.5 0.0 47.4 0.0 5.7 120 FTG ---- PE 0.0 622 9.5 0.0 47.0 0.0 0.033 TL 10.00 PV Pipe: 76 67.5 2.203 PL 10.00 PF 0.3 622 9.5 0.0 47.0 0.0 5.7 120 FTG PE 0.0 623 9.5 0.0 46.7 0.0 0.033 TL 10.00 PV Pipe: 77 67.5 2.203 PL 10.00 PP 0.3 623 9.5 0.0 46.7 0.0 5.7 120 FTG ---- PE 0.0 624 9.5 0.0 46.4 0.0 0.033 TL 10.00 PV Pipe: 78 67.5 2.203 PL 10.00 PF 0.3 624 9.5 0.0 46.4 0.0 5.7 120 FTG ---- PE 0.0 625 9.5 0.0 46.2 0.0 0.033 TL 10.00 PV Pipe: 79 67.5 2203. PL 10.00 PF 0.3 625 9.5 0.0 46.1 0.0 5.7 120 FTG ---- PE 0.0 626 9.5 0.0 45.7 0.0 0.033 TL 10.00 PV Pipe: 80 67.5 2.203 PL 10.00 PF 0.3 626 9.5 0.0 45.7 0.0 5.7 120 FTG ---- PE 0.0 627 9.5 0.0 45.4 0.0 0.033 TL 10.00 PV Pipe: 81 67.5 2.203 PL 10.00 PF 0.3 627 9.5 0.0 45.4 0.0 5.7 120 FTG ---- PE 0.0 P8 9.5 0.0 45.1 0.0 0.033 TL 10.00 PV Pipe: 82 67.5 2.203 PL 36.83 PP 1.9 P8 9.5 0.0 45.1 0.0 5.7 120 FTG T2L PE 0.0 122 9.5 0.0 43.1 0.0 0.033 TL 58.65 PV Pipe: 83 67.9 4.310 PL 7.50 PP 0.0 ROOF 20.0 0.0 37.0 0.0 1.5 120 FTG ---- PE 0.0 201 20.0 0.0 37.0 0.0 0.001 TL 7.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Seven - Revised, .40/2000 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: 84 767.7 4.310 PL 3.00 PF 0.3 ROOF 20.0 0.0 37.0 0.0 16.9 120 FTG ---- PE 0.0 202 20.0 0.0 36.7 0.0 0.114 TL 3.00 PV Pipe: 85 693.1 4.310 PL 6.00 PF 0.6 202 20.0 0.0 36.7 0.0 15.2 120 FTG ---- PE 0.0 203 20.0 0.0 36.1 0.0 0.094 TL 6.00 PV Pipe: 86 627.4 4.310 PL 10.00 PF 0.8 203 20.0 0.0 36.1 0.0 13.8 120 FTG ---- PE 0.0 204 20.0 0.0 35.3 0.0 0.078 TL 10.00 PV Pipe: 87 567.7 4.310 PL 10.00 PF 0.7 204 20.0 0.0 35.3 0.0 12.5 120 FTG ---- PE 0.0 205 20.0 0.0 34.7 0.0 0.065 TL 10.00 PV Pipe: 88 518.0 4.310 PL 10.00 PF 0.5 205 20.0 0.0 34.7 0.0 11.4 120 FTG ---- -PE 0.0 206 20.0 0.0 34.1 0.0 0.055 TL 10.00 PV Pipe: 89 476.1 4.310 PL 10.67 PF 1.3 206 20.0 0.0 34.1 0.0 10.5 120 FTG 2L PE 0.0 207 20.0 0.0 32.8 0.0 0.047 TL 27.39 PV Pipe: 90 450.3 4.310 PL 9.67 PF 1.1 207 20.0 0.0 32.8 0.0 9.9 120 FTG 2L PE 0.0 208 20.0 0.0 31.7 0.0 0.042 TL 26.39 PV Pipe: 91 439.0 4.310 PL 3.50 PF 0.1 208 20.0 0.0 31.7 0.0 9.7 120 FTG ---- PE 0.0 209 20.0 0.0 31.6 0.0 0.040 TL 3.50 PV Pipe: 92 429.8 4.310 PL 7.50 PF 0.3 209 20.0 0.0 31.6 0.0 9.5 120 FTG ---- PE 0.0 210 20.0 0.0 31.3 0.0 0.039 TL 7.50 PV Pipe: 93 423.7 4.310 PL 10.00 PF 0.4 210 20.0 0.0 31.3 0.0 9.3 120 FTG ---- PE 0.0 211 20.0 0.0 30.9 0.0 0.038 TL 10.00 PV Pipe: 94 421.2 4.310 PL 10.00 PF 0.4 211 20.0 0.0 30.9 0.0 9.3 120 FTG ---- PE 0.0 212 20.0 0.0 30.5 0.0 0.037 TL 10.00 PV Pipe: 95 424.0 4.310 PL 10.00 PF 0.4 212 20.0 0.0 30.5 0.0 9.3 120 FTG ---- PE 0.0 213 20.0 0.0 30.1 0.0 0.038 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Seven - Revised, .40/2000 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: 96 430.2 4.310 PL 10.00 PF 0.4 213 20.0 0.0 30.1 0.0 9.5 120 FTG ---- FE 0.0 214 20.0 0.0 29.7 0.0 0.039 TL 10.00 PV Pipe: 97 440.6 4.310 FL 10.00 PF 0.4 214 20.0 0.0 29.7 0.0 9.7 120 FTG ---- FE 0.0 215 20.0 0.0 29.3 0.0 0.041 TL 10.00 PV Pipe: 98 456.1 4.310 FL 10.00 PF 0.4 215 20.0 0.0 29.3 0.0 10.0 120 FTG ---- FE 0.0 216 20.0 0.0 28.9 0.0 0.043 TL 10.00 PV Pipe: 99 478.1 4.310 FL 10.67 PF 1.3 216 20.0 0.0 28.9 0.0 10.5 120 FTG 2L FE 0.0 217 20.0 0.0 27.6 0.0 0.047 TL 27.39 PV Pipe: 100 515.2 4.310 FL 9.00 PF 0.5 217 20.0 0.0 27.6 0.0 11..3 120 FTG ---- FE 0.0 218 20.0 0.0 27.1 0.0 0.054 TL 9.00 PV Pipe: 101 558.9 4.310 FL 4.00 PF 0.3 218 20.0 0.0 27.1 0.0 12.3 120 FTG ---- FE 0.0 219 20.0 0.0 26.9 0.0 0.063 TL 4.00 PV Pipe: 102 606.4 4.310 FL 3.08 PF 0.2 219 20.0 0.0 26.9 0.0 13.3 120 FTG ---- FE 0.0 220 20.0 0.0 26.6 0.0 0.074 TL 3.08 PV Pipe: 103 563.4 4.310 FL 2.92 PF 0.2 220 20.0 0.0 26.6 0.0 12.4 120 FTG ---- FE 0.0 221 20.0 0.0 26.4 0.0 0.064 TL 2.92 PV Pipe: 104 523.4 4.310 FL 3.25 PF 0.2 221 20.0 0.0 26.4 0.0 11.5 120 FTG ---- FE 0.0 222 20.0 0.0 26.3 0.0 0.056 TL 3.25 PV Pipe: 105 471.3 4.310 FL 9.25 PF 1.2 222 20.0 0.0 26.3 0.0 10.4 120 FTG 2L FE 0.0 223 20.0 0.0 25.1 0.0 0.046 TL 25.97 PV Pipe: 106 39.1 4.310 FL 3.58 PF 0.0 223 20.0 0.0 25.1 0.0 0.9 120 FTG ---- FE 0.0 223A 20.0 0.0 25.1 0.0 0.000 TL 3.58 PV Pipe: 107 316.7 4.310 FL 6.42 PF 0.1 223 20.0 0.0 25.1 0.0 7.0 120 FTG ---- FE 0.0 224 20.0 0.0 24.9 0.0 0.022 TL 6.42 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Seven - Revised, .40/2000 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: 108 162.7 4.310 PL 10.00 PF 0.1 224 20.0 0.0 24.9 0.0 3.6 120 FTG ---- FE 0.0 225 20.0 0.0 24.9 0.0 0.006 TL 10.00 PV Pipe: 109 8.9 4.310 PL 10.00 PF 0.0 225 20.0 0.0 24.9 0.0 0.2 120 FTG ---- PE 0.0 226 20.0 0.0 24.9 0.0 0.000 TL 10.00 PV Pipe: 110 -146.4 4.310 PL 10.00 PF 0.1 226 20.0 0.0 24.9 0.0 3.2 120 FTG ---- PE 0.0 227 20.0 0.0 24.9 0.0 0.005 TL 10.00 PV Pipe: 111 -301.1 4.310 PL 7.50 PF 0.2 227 20.0 0.0 24.9 0.0 6.6 120 FTG ---- PE 0.0 228 20.0 0.0 25.1 0.0 0.020 TL' 7.50 PV Pipe: 112 -418.7 4.310 PL 3.50 PF 0.1 228 20.0 0.0 25.1 0.0 9.2 120 FTG ---- PE 0.0 229 20.0 0.0 25.2 0.0 0.037 TL 3.50 FV Pipe: 113 -497.7 4.310 FL 9.00 PF 0.5 229 20.0 0.0 25.2 0.0 10.9 120 FTG ---- PE 0.0 230 20.0 0.0 25.7 0.0 0.051 TL 9.00 PV Pipe: 114 -497.7 4.310 PL 3.67 PF 0.2 230 20.0 0.0 25.7 0.0 10.9 120 FTG ---- FE 0.0 231 20.0 0.0 25.8 0.0 0.051 TL 3.67 PV Pipe: 115 497.7 4:3]Q PL 8.67 PF 2.3 231 20.0 0.0 25.8 0.0 10.9 120 FTG TL FE 0.0 2NDA 20.0 0.0 28.1 0.0 0.051 TL 44.91 PV Pipe: 116 67.9 4.310 FL 6.00 PF 0.0 233 20.0 0.0 34.1 0.0 1.5 120 FTG ---- PE 0.0 234 20.0 0.0 34.1 0.0 0.001 TL 6.00 PV Pipe: 117 142.5 4.310 FL 6.00 PF 0.0 234 20.0 0.0 34.1 0.0 3.1 120 FTG ---- FE 0.0 235 20.0 0.0 34.1 0.0 0.005 TL 6.00 PV Pipe: 118 208.2 4.310 FL 11.33 PF 0.5 235 20.0 0.0 34.1 0.0 4.6 120 FTG 4L FE 0.0 236 20.0 0.0 33.6 0.0 0.010 TL 44.78 PV Pipe: 119 267.9 4.310 FL 10.00 PF 0.2 236 20.0 0.0 33.6 0.0 5.9 120 FTG ---- FE 0.0 237 20.0 0.0 33.5 0.0 0.016 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Seven - Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 120 317.6 4.310 PL 10.00 PF 0.2 237 20.0 0.0 33.5 0.0 7.0 120 FTG ---- PE 0.0 238 20.0 0.0 33.2 0.0 0.022 TL 10.00 PV Pipe: 121 359.5 4.310 PL 10.67 PF 0.8 238 20.0 0.0 33.2 0.0 7.9 120 FTG 2L PE 0.0 239 20.0 0.0 32.5 0.0 0.028 TL 27.39 PV Pipe: 122 385.3 4.310 PL 9.67 PF 0.8 239 20.0 0.0 32.5 0.0 8.5 120 FTG 2L PE 0.0 240 20.0 0.0 32.6 0.0 0.032 TL 26.39 Fl! Pipe: 123 396.6 4.310 FL 3.50 PF 0.1 240 20.0 0.0 31.6 0.0 8.7 120 FTG ---- PE 0.0 241 20.0 0.0 31.5 0.0 0.034 TL 3.50 PV Pipe: 124 405.8 4.310 FL 7.50 PF 0.3 241 20.0 0.0 .31.5 0..0 8.9 120 FTG ---- FE 0.0 242 20.0 0.0 31.2 0.0 0.035 TL 7.50 PV Pipe: 125 411.9 4.310 PL 10.00 PF 0.4 242 20.0 0.0 31.2 0.0 9.1 120 FTG ---- PE 0.0 243 - 20.0 0.0 30.9 0.0 0.036 TL 10.00 PV Pipe: 126 414.5 4.310 PL 10.00 PF 0.4 243 20.0 0.0 30.9 0.0 9.1 120 FTG ---- PE 0.0 244 20.0 0.0 30.5 0.0 0.036 TL 20.00 Fl! Pipe: 127 411.6 4.310 PL 10.00 PF 0.4 244 20.0 0.0 30.5 0.0 9.1 120 FTG ---- PE 0.0 245 20.0 0.0 30.2 0.0 0.036 TL 10.00 PV Pipe: 128 405.4 4.310 PL 10.00 PF 0.3 245 20.0 0.0 30.2 0.0 8.9 120 FTG ---- FE 0.0 246 20.0 0.0 29.8 0.0 0.035 TL 10.00 PV Pipe: 129 395.0 4.310 PL 10.00 PF 0.3 246 20.0 0.0 29.8 0.0 8.7 120 FTG ---- PE 0.0 247 20.0 0.0 29.5 0.0 0.033 TL 10.00 PV Pipe: 130 379.5 4.310 PL 10.00 PF 0.3 247 20.0 0.0 29.5 0.0 8.3 120 FTG ---- PE 0.0 248 20.0 0.0 29.2 0.0 0.032 TL 20.00 PV Pipe: 131 357.5 4.310 PL 10.67 PF 0.8 248 20.0 0.0 29.2 0.0 7.9 120 FTG 2L FE 0.0 249 20.0 0.0 28.4 0.0 0.028 TL 27.39 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Seven - Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 132 320.4 4.310 FL 9.00 PF 0.2 249 20.0 0.0 28.4 0.0 7.0 120 FTG ---- FE 0.0 250 20.0 0.0 28.2 0.0 0.023 TL 9.00 PV Pipe: 133 276.7 4.310 FL 4.00 PF 0.1 250 20.0 0.0 28.2 0.0 6.1 120 FTG ---- FE 0.0 251 20.0 0.0 28.1 0.0 0.017 TL 4.00 PV Pipe: 134 229.2 4.310 PL 25.00 PF 0.5 251 20.0 0.0 28.1 0.0 5.0 120 FTG 2L PE 0.0 252 20.0 0.0 27.6 0.0 0.012 TL 42.72 Fl! Pipe: 135 150.5 4.310 FL 8.00 PF 0.0 252 20.0 0.0 27.6 0.0 3.3 120 FTG ---- FE 0.0 253 20.0 0.0 27.6 0.0 0.006 TL 8.00 PV Pipe: 136 67.9 2.203 PL 42.17 PF 2.9 201 20.0 0.0 37.0 0.0 5.7 120 FTG 2T4L FE 0.0 233 20.0 0.0 34.1 0.0 0.034 TL 85.81 Fl! Pipe: 137 74.6 2.203 FL 36.66 PF 2.6 202 20.0 0.0 36.7 0.0 6.3 120 FTG 2T FE 0.0 234 20.0 0.0 34.1 0.0 0.040 TL 63.94 PV Pipe: 138 65.7 2.203 FL 36.66 PF 2.0 203 20.0 0.0 36.1 0.0 5.5 120 FTG 2T PE 0.0 235 20.0 0.0 34.1 0.0 0.032 TL 63.94 PV Pipe: 139 59.7 2.203 FL 36.66 PF 1.7 204 20.0 0.0 35.3 0.0 5.0 120 FTG 2T FE 0.0 236 20.0 0.0 33.6 0.0 0.027 TL 63.94 PV Pipe: 140 49.7 2.203 FL 36.66 PF 1.2 205 20.0 0.0 34.7 0.0 4.2 120 FTG 2T FE 0.0 237 20.0 0.0 33.5 0.0 0.019 TL 63.94 Fl! Pipe: 141 41.9 2.203 FL 36.66 PF 0.9 206 20.0 0.0 34.1 0.0 3.5 120 FTG 2T FE 0.0 238 20.0 0.0 33.2 0.0 0.014 TL 63.94 PV Pipe: 142 25.8 2.203 FL 36.66 PF 0.4 207 20.0 0.0 32.8 0.0 2.2 120 FTG 2T FE 0.0 239 20.0 0.0 32.5 0.0 0.006 TL 63.94 Fl! Pipe: 143 11.3 2.203 FL 36.66 PF 0.1 208 20.0 0.0 31.7 0.0 1.0 120 FTG 2T PE 0.0 240 20.0 0.0 31.6 0.0 0.001 TL 63.94 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Seven - Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 144 9.2 2.203 PL 36.66 PF 0.1 209 20.0 0.0 31.6 0.0 0.8 120 FTG 2T PE 0.0 241 20.0 0.0 31.5 0.0 0.001 TL 63.94 PV Pipe: 145 6.0 2.203 PL 36.66 PF 0.0 210 20.0 0.0 31.3 0.0 0.5 120 FTG 2T PE 0.0 242 20.0 0.0 31.2 0.0 0.000 TL 63.94 PV Pipe: 146 2.6 2.203 PL 36.66 PF 0.0 211 20.0 0.0 30.9 0.0 0.2 120 FTG 2T PE 0.0 243 20.0 0.0 30.9 0.0 0.000 TL 63.94 PV Pipe: 147 -2.8 2.203 PL 36.66 PF 0.0 212 20.0 0.0 30.5 0.0 0.2 120 FTG 2T PE 0.0 244 20.0 0.0 30.5 0.0 0.000 TL 63.94 PV Pipe: 148 -6.2 2.203 PL 36.66 PF 0.0 213 20.0 .0.0 30.1 0.0 0.5 120 FTG 2T PE 0.0 245 20.0 0.0 30.2 0.0 0.000 TL €3.94 PV Pipe: 149 -10.4 2.203 PL 36.66 PF 0.1 214 20.0 0.0 29.7 0.0 0.9 120 FTG 2T PE 0.0 246 20.0 0.0 29.8 0.0 0.001 TL 63.94 PV Pipe: 150 -15.6 2.203 PL 36.66 PF 0.1 215 20.0 0.0 29.3 0.0 1.3 120 FTG 2T PE 0.0 247 20.0 0.0 29.5 0.0 0.002 TL 63.94 PV Pipe: 151 -22.0 2.203 PL 36.66 PF 0.3 216 20.0 0.0 28.9 0.0 1.8 120 FTG 2T PE 0.0 248 20.0 0.0 29.2 0.0 0.004 TL 63.94 PV Pipe: 152 -37.1 2.203 PL 38.00 PF 0.8 217 20.0 0.0 27.6 0.0 3.1 120 FTG 2T2L PE 0.0 249 20.0 0.0 28.4 0.0 0.011 TL 73.46 PV Pipe: 153 -43.7 2.203 PL 38.00 PF 1.1 218 20.0 0.0 27.1 0.0 3.7 120 FTG 2T2L PE 0.0 250 20.0 0.0 28.2 0.0 0.015 TL 73.46 PV Pipe: 154 -47.5 2.203 PL 38.00 PF 1.3 219 20.0 0.0 26.9 0.0 4.0 120 FTG 2T2L PE 0.0 251 20.0 0.0 28.1 0.0 0.017 TL 73.46 PV Pipe: 155 42.9 2.203 PL 6.42 PF 0.3 220 20.0 0.0 26.6 0.0 3.6 120 FTG T PE 0.0 7.1 20.0 0.0 26.3 0.0 0.014 TL 20.06 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Seven - Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 156 2.7 2.203 PL 5.58 PF 0.0 7.1 20.0 0.0 26.3 0.0 0.2 120 FTG 2L PE 0.0 702 20.0 8.0 26.3 41.1 0.000 TL 13.76 PV Pipe: 157 -38.4 2.203 PL 7.00 PF 0.1 702 20.0 8.0 26.3 41.1 3.2 120 FTG ---- PE 0.0 7.3 20.0 0.0 26.4 0.0 0.012 TL 7.00 PV Pipe: 158 -78.7 2.203 PL 9.50 PF 1.2 7.3 20.0 0.0 26.4 0.0 6.6 120 FTG TL FE 0.0 252 20.0 0.0 27.6 0.0 0.044 TL 27.23 PV Pipe: 159 40.3 1.408 PL 2.50 PF 1.0 7.1 20.0 0.0 26.3 0.0 8.3 120 FTG T FE 0.0 701 20.0 8.0 25.3 40.3 0.113 TL 9.12 PV Pipe: 160 40.4 1.408 FL 2.00 PF 1.0 7.3 20.0 0.0 26.4 0.0 8.3 120 FTG T PE .0.0 703 20.0 8.0 25.4 40.4 0.114 TL 8.62 PV Pipe: 161 40.0 1.408 FL 6.33 PF 1.4 221 20.0 0.0 26.4 0.0 8.2 120 FTG T PE 0.0 704 20.0 8.0 25.0 40.0 0.112 TL 12.95 PV Pipe: 162 52.1 2.203 FL 3.58 PP 0.4 222 20.0 0.0 26.3 0.0 4.4 120 FTG TL FE 0.0 7.5 20.0 0.0 25.8 0.0 0.021 TL 21.31 PV Pipe: 163 -27.6 2.203 PL 9.00 PF 0.1 7.5 20.0 0.0 25.8 0.0 2.3 120 FTG 2L FE 0.0 707 20.0 8.0 25.9 40.7 0.006 TL 17.18 PV Pipe: 164 -68.3 2.203 FL 3.75 PP 0.1 707 20.0 8.0 25.9 40.7 5.8 120 FTG ---- FE 0.0 708 20.0 8.0 26.1 40.8 0.034 TL 3.75 PV Pipe: 165 -109.2 2.203 FL 5.17 PF 1.5 708 20.0 8.0 26.1 40.8 9.2 120 FTG T PE 0.0 253 20.0 0.0 27.6 0.0 0.081 TL 18.81 PV Pipe: 166 41.3 1.408 FL 0.83 PP 0.9 253 20.0 0.0 27.6 0.0 8.5 120 FTG T FE 0.0 709 20.0 8.0 26.7 41.3 0.119 TL 7.45 PV Pipe: 167 39.9 1.408 FL 2.25 PF 1.0 7.5 20.0 0.0 25.8 0.0 8.2 120 FTG T FE 0.0 705 20.0 8.0 24.8 39.9 0.111 TL 8.87 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Seven - Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 168 39.8 1.408 PL 2.83 PF 1.0 7.5 20.0 0.0 25.8 0.0 8.2 120 FTG T FE 0.0 706 20.0 8.0 24.8 39.8 0.111 TL 9.45 PV Pipe: 169 115.5 2.203 PL 3.00 PF 1.5 223 20.0 0.0 25.1 0.0 9.7 120 FTG T FE 0.0 710 20.0 8.0 23.6 38.8 0.090 TL 16.64 PV Pipe: 170 76.7 2.203 PL 5.50 PF 0.6 710 20.0 8.0 23.6 38.8 6.5 120 FTG 2L FE 0.0 711 20.0 8.0 23.0 38.4 0.042 TL 13.68 PV Pipe: 171 38.3 2.203 FL 6.00 PF 0.1 711 20.0 8.0 23.0 38.4 3.2 120 FTG ---- FE 0.0 712 20.0 8.0 22.9 38.3 0.012 TL 6.00 PV Pipe: 172 39.1 1.408 FL 4.50 PF 1.2 223A 20.0 0.0 25.1 0.0 8.1 120 FTG T FE 0.0 713 20.0 8.0 23.9 39.1 0.107 L 11.12 PV Pipe: 173 38.9 1.408 FL 5.75 PF 1.3 224 20.0 0.0 24.9 0.0 8.0 120 FTG T PE 0.0 714 20.0 8.0 23.6 38.9 0.106 TL 12.37 PV Pipe: 174 115.2 2.203 FL 3.00 PF 1.5 224 20.0 0.0 24.9 0.0 9.7 120 FTG T FE 0.0 715 20.0 8.0 23.4 38.7 0.089 TL 16.64 PV Pipe: 175 76.4 2.203 FL 5.50 PF 0.6 715 20.0 8.0 23.4 38.7 6.4 120 FTG 2L PE 0.0 716 20.0 8.0 22.9 38.3 0.042 TL 13.68 PV Pipe: 176 38.2 2.203 FL 7.67 PF 0.1 716 20.0 8.0 22.9 38.3 3.2 120 FTG ---- FE 0.0 717 20.0 8.0 22.8 38.2 0.012 TL 7.67 PV Pipe: 177 38.8 1.408 FL 5.75 PF 1.3 225 20.0 0.0 24.9 0.0 8.0 120 FTG T FE 0.0 718 20.0 8.0 23.6 38.8 0.106 TL 12.37 PV Pipe: 178 115.0 2.203 PL 3.00 PF 1.5 225 20.0 0.0 24.9 0.0 9.7 120 FTG T FE 0.0 719 20.0 8.0 23.4 38.7 0.089 TL 16.64 PV Pipe: 179 76.3 2.203 FL 5.50 PF 0.6 719 20.0 8.0 23.4 38.7 6.4 120 FTG 2L FE 0.0 720 20.0 8.0 22.8 38.2 0.042 TL 13.68 PV 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Seven - Revised, .40/2000 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: 180 38.1 2.203 PL 7.67 PF 0.1 720 20.0 8.0 22.8 38.2 3.2 120 FTG ---- PE 0.0 721 20.0 8.0 22.7 38.1 0.012 TL 7.67 PV Pipe: 181 39.4 1.408 PL 5.75 PF 0.6 226 20.0 0.0 24.9 0.0 8.1 120 FTG T PE 0.0 722 20.0 8.0 24.2 39.4 0.109 TL 5.75 PV Pipe: 182 115.9 2.203 PL 3.00 PF 1.5 226 20.0 0.0 24.9 0.0 9.8 120 FTG T FE 0.0 723 20.0 8.0 23.4 38.7 0.090 TL 16.64 PV Pipe: 183 38.6 2.203 FL 3.75 PF 0.0 723 20.0 8.0 23.4 38.7 3.3 120 FTG ---- PE 0.0 724 20.0 8.0 23.3 38.6 0.012 TL 3.75 PV IV Pipe: 184 38.6 2.203 PL 6.00 PF 0.1 723 20.0 8.0 23.4 38.7 3.2 120 FTG ---- FE 0.0 725 20.0 8.0 23.3 38.6 0.012 TL 6.00 PV Pipe: 185 38.9 1.408 PL 5.75 PF 1.3 227 20.0 0.0 24.9 0.0 8.0 120 FTG T FE 0.0 726 20.0 8.0 23.6 38.9 0.106 TL 12.37 PV Pipe: 186 115.8 2.203 PL 3.00 PF 1.5 227 20.0 0.0 24.9 0.0 9.7 120 FTG T PE 0.0 727 20.0 8.0 23.4 38.7 0.090 TL 16.64 P11 Pipe: 187 77.1 2.203 PL 3.75 PF 0.2 727 20.0 8.0 23.4 38.7 6.5 120 FTG ---- PE 0.0 728 20.0 8.0 23.3 38.6 0.043 TL 3.75 PV Pipe: 188 38.5 2.203 PL 6.00 PF 0.1 728 20.0 8.0 23.3 38.6 3.2 120 FTG ---- FE 0.0 729 20.0 8.0 23.2 38.5 0.012 TL 6.00 PV Pipe: 189 39.0 1.408 FL 5.75 PF 1.3 228 20.0 0.0 25.1 0.0 8.0 120 FTG T FE 0.0 730 20.0 8.0 23.7 39.0 0.107 TL 12.37 PV Pipe: 190 78.6 2.203 FL 6.50 PF 0.9 228 20.0 0.0 25.1 0.0 6.6 120 FTG T FE 0.0 731 20.0 8.0 24.2 39.3 0.044 TL 20.24 PV Pipe: 191 39.3 2.203 PL 6.00 PF 0.1 731 20.0 8.0 24.2 39.3 3.3 120 FTG ---- FE 0.0 732 20.0 8.0 24.1 39.3 0.012 TL 6.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 21 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building B2, Area Seven - Revised, .40/2000 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: 192 39.1 1.408 PL 5.75 PF 1.3 229 20.0 0.0 25.2 0.0 8.1 120 FTG T PE 0.0 733 20.0 8.0 23.9 39.1 0.107 TL 12.37 PV Pipe: 193 40.0 2.203 PL 3.00 PF 0.2 229 20.0 0.0 25.2 0.0 3.4 120 FTG T PE 0.0 734 20.0 8.0 25.0 40.0 0.013 TL 16.64 PV NOTES: Calculations were performed by the PASS 7.6 computer program under license no. 16080621 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 0.01 gpm and a maximum imbalance at any node of 0.190 qpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 29.3 ft/sec at pipe 16. 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 LngE1l 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 2.21 7.72 6.62 1.10 11.03 11.03 6.62 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 4.320 23.94 27.87 8.36 30.66 26.72 2.79 27.87 27.87 27.87 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 8.510 24.60 47.84 17.77 61.51 16.40 5.47 42.37 42.37 47.84 11.734 47.47 107.88 34.52 118.67 40.99 10.79 79.83 79.83 107.88 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 22 DATE: 10/2007RESSI RANCH CCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE?\ressi Ranch Building B2, Area Seven - Revised, .40/2000 E1 N CD Z w oo 4 .) (r W Q G)r- J)4 a E G) Q)CD a 00 cl)H -4O) w o '-1 -lw--IcO>, 44 ,-1O--1I)tJ ( .. r4 C,) 04 CD CD vfl Co Q0 N 0 C,) a) }— Cl) 124 <U-) Co 0 104 - ,) N ri Q Q Q Q '0 Q Q Q C C C N 0.4 Cl) r-1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 23 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B2, AREA 7-REVISED.SDF JOB TITLE: Bressi Ranch Building 32, Area Seven - Revised, .40/2000 WATER SUPPLY CURVE 96+ 88+ \\\\\ * <-81.0 psi @ 2500 gpm 80+ Flow Test Point x 0 72+ P64+ R E I S S56+ U R 1 48+ P S 1 I 40+ 32+ 24+ 16+ LEGEND I' I 'I I X = Required Water Supply I 76.19 Psi @ 1833.4 gpm 8+ I 0 = Available Water Supply 78.98 psi @ 1833.4 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 A CPS FIRE PROTECTION, INC. 417 VERNON WAY EL CAJON, CA 92020 LICENSE #C16-684659 HYDRAULIC CALCULATIONS FOR BRESSI RANCH SELF STORAGE CAMPBELL PLACE CARLSBAD, CA BUILDING B3, LOW ROOF, AREA S - REVISED FILE NUMBER: BRESSI RANCH BLDG B3, AREA 8 - REVISED.SDF DATE: 10/3/07 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HAZARD GRP. II DENSITY: .40 gprn/sq. ft. AREA OF APPLICATION: 2000 sq.ft. NUMBER OF SPRINKLERS CALCULATED: 25 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 972.1 gpm TOTAL WATER REQUIRED (including hose): 1472.1 gpm (500 gpm Hose Allow) FLOW AND PRESSURE (@ NODE RPOUT): 972.1 gpm @ 67.8 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 8.0 DESIGN/LAYOUT BY: CPS FIRE PROTECTION AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPARTMENT TER FLOT AA1LABIL17Y DATA: STATIC- 95 psi (85.5 RESIDUAL: 90 psi (81.0 @ 90%) FLOW: 1,500 gpm SOURCE: CPS FIRE PROTECTION FLOW TEST - 5/17/07 WITNESSED BY CARLSBAD FIRE DEPARTMENT CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. APPROVED)SJUBIOTTED ATLANTA, GA CARLSBAdRRTMENT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 8 REVISED.SDF JOB TITLE: Bressi Ranch Building B3, Area Eight Revised, .40/2000 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.5 81.0 1500.0 81.2 1472.1 78.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1472.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM LOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 972.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI'3 (GPM SRC 10.0 SOURCE 78.8 1472.1 811 -1.0 - - - - 82.9 - - - HYD1 -1.0 ---- 82.7 82.7 HYD2 -1.0 - - - - 82.2 32 -1.0 - - - - 81.6 - - - HYD3 -1.0 - - - - 81.6 - - - B3 -1.0 HOSE STREAM 81.1 500.0 H1134 -1.0 - - - - 81.2 - - - A -1.0 - - - - 82.2 - - - DIP -1.0 - - - - 80.8 - - - RPIN 3.0 - - - - 78.8 - - - RPOUT 3.0 - - - - 67.8 TOR 8.5 - - - - 65.3 1 9.5 - - - - 62.1 - - - 2 11.5 - - - - 43.5 - - - 3 11.5 - - - - 33.8 - - - 4 11.5 - - - - 31.7 - - - 5 11.5 - - - - 29.6 - - - 6 11.5 - - - - 27.6 7 11.5 - - - - 26.2 - - - 8 11.5 - - - - 25.3 - - - 9 11.5 - - - - 24.6 - - - 10 11.5 - - - - 24.2 -- - 11 11.5 - - - - 24.0 - - - 12 11.5 - - - - 23.8 13 11.5 - - - - 23.8 - - - 801 11.5 K= 8.00 26.8 41.4 802 11.5 K= 8.00 25.0 40.0 803 11.5 K= 8.00 26.6 41.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 8 REVISED.SDF JOB TITLE: Bressi Ranch Building B3, Area Eight Revised, .40/2000 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 804 11.5 K= 8.00 26.5 41.2 805 11.5 K= 8.00 23.7 39.0 806 11.5 K= 8.00 25.3 40.2 807 11.5 K= 8.00 25.2 40.1 808 11.5 K= 8.00 22.9 38.3 809 11.5 K= 8.00 24.4 39.5 810 11.5 K= 8.00 24.3 39.4 811 11.5 K= 8.00 22.3 37.8 812 11.5 K= 8.00 23.7 39.0 813 11.5 • K= 8.00 23.6 38.9 814 11.5 K= 8.00 21.9 37.4 815 11.5 K= 8.00 23.3 38.6 816 11.5 K= 8.00 23.2 38.6 817 11.5 K= 8.00 21.7 37.2 818 11.5 K= 8.00 23.1 38.4 819 11.5 K= 8.00 23.0 38.4 820 11.5 K= 8.00 21.6 37.1 821 11.5 K= 8.00 23.0 38.3 822 11.5 K= 8.00 22.9 38.3 823 11.5 K= 8.00 21.5 37.1 824 11.5 K= 8.00 22.9 38.3 825 11.5 K= 8.00 22.8 38.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG 33, AREA 8 REVISED.SDF JOB TITLE: Bressi Ranch Building 33, Area Eight Revised, .40/2000 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 1472.1 11.734 PL 85.00 PF 0.7 SRC 10.0 SRCE 78.8 (N/A) 4.4 150 FTG T2LG PE 4.8 8" -1.0 0.0 82.9 0.0 0.002 TL 368.65 PV Pipe: 2 545.8 8.044 PL 47.00 PF 0.2 8" -1.0 0.0 82.9 0.0 3.4 150 FTG 2L PE 0.0 HYD1 -1.0 0.0 82.7 0.0 0.002 TL 87.82 PV Pipe: 3 545.8 8.044 PL 4.00 PF 0.0 HYD1 -1.0 0.0 82.7 0.0 3.4 150 FTG ---- PE 0.0 BI -1.0 0.0 82.7 0.0 0.002 TL 4.00 PV Pipe: 4 545.8 8.044 PL 258.00 PF 0.5 Dl -1.0 0.0 82.7 0.0 3.4 150 FTG L PE 0.0 HYD2 -1.0 0.0 82.2 0.0 0.002 TL 278.41 PV Pipe: 5 545.8 8.044 PL 225.00 PF 0.5 HYD2 -1.0 0.0 82.2 0.0 3.4 150 FTG 3L PE 0.0 B2 -1.0 0.0 81.6 0.0 0.002 TL 286.23 PV Pipe: 6 545.8 8.044 PL 10.00 PF 0.0 B2 -1.0 0.0 81.6 0.0 3.4 150 FTG ---- PE 0.0 WD3 -1.0 0.0 81.6 0.0 0.002 TL 10.00 PV Pipe: 7 545.8 8.044 PL 212.00 PF 0.4 HYD3 -1.0 0.0 81.6 0.0 3.4 150 FTG L PE 0.0 B3 -1.0 H.S. 81.1 500.0 0.002 TL 232.41 PV Pipe: 8 -926.3 8.044 PL 10.00 PF 0.1 B3 -1.0 H.S. 81.1 500.0 5.8 150 FTG ---- PE 0.0 HYD4 -1.0 0.0 81.2 0.0 0.005 TL 10.00 PV Pipe: 9 -926.3 8.044 PL 152.00 PF 1.0 HYJJ4 -1.0 0.0 81.2 0.0 5.8 150 FTG 2L PE 0.0 A -1.0 0.0 82.2 0.0 0.005 TL 192.82 PV Pipe: 10 -926.3 8.044 PL 80.00 PF 0.7 A -1.0 0.0 82.2 0.0 5.8 150 FTG T PE 0.0 8" -1.0 0.0 82.9 0.0 0.005 TL 134.95 PV Pipe: 11 972.1 8.044 PL 7.00 PF 0.3 B3 -1.0 H.S. 81.1 500.0 6.1 150 FTG T PE 0.0 DIP -1.0 0.0 80.8 0.0 0.006 TL 61.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 8 REVISED.SDF JOB TITLE: Bressi Ranch Building B3, Area Eight Revised, .40/2000 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: 12 972.1 8.510 PL 8.00 PF 0.3 DIP -1.0 0.0 80.8 0.0 5.5 140 FTG 2L PE -1.7 RPIN 3.0 0.0 76.9 0.0 0.005 TL 55.27 PV Pipe: 13 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 78.8 0.0 11.0 psi, 972.1 gpm RPOUT 3.0 0.0 67.8 0.0 Pipe: 14 972.1 6.357 PL 5.50 PF 0.1 RPOUT 3.0 0.0 67.8 0.0 9.8 120 FTG ---- PE -2.4 TOR 8.5 0.0 65.3 0.0 0.027 TL 5.50 PV Pipe: 15 972.1 6.357 PL 29.50 PF 2.7 TOR 8.5 0.0 65.3 0.0 9.8 120 FTG T31, PE -0.4 1 9.5 0.0 62.1 0.0 0.027 TL 101.17 PV Pipe: 16 972.1 4.310 PL 48.00 PF 17.8 1 9.5 0.0 62.1 0.0 21.4 120 FTG T3L PE -0.9 2 11.5 00 43.5 0.0 0.176 TL 100.96 PV Pipe: 17 972.1 4.310 PL 27.17 PF 9.7 2 11.5 0.0 43.5 0.0 21.4 120 FTG T PE 0.0 3 11.5 0.0 33.8 0.0 0.176 TL 55.04 PV Pipe: 18 972.1 4.310 PL 12.00 PF 2.1 3 11.5 0.0 33.8 0.0 21.4 120 FTG ---- PE 0.0 4 21.5 0.0 31.7 0.0 0.176 TL 12.00 PV Pipe: 19 972.1 4.310 PL 12.00 PF 2.1 4 11.5 0.0 31.7 0.0 21.4 120 FTG ---- PE 0.0 5 11.5 0.0 29.6 0.0 0.176 TL 12.00 PV Pipe: 20 930.7 4.310 PL 12.00 PF 2.0 5 11.5 0.0 29.6 0.0 20.5 120 FTG ---- PE 0.0 6 11.5 0.0 27.6 0.0 0.163 TL 12.00 PV Pipe: 21 808.2 4.310 PL 11.00 PF 1.4 6 11.5 0.0 27.6 0.0 17.8 120 FTG ---- PE 0.0 7 11.5 0.0 26.2 0.0 0.125 TL 11.00 PV Pipe: 22 688.9 4.310 PL 10.00 PF 0.9 7 11.5 0.0 26.2 0.0 15.1 120 FTG ---- PE 0.0 8 22.5 0.0 25.3 0.0 0.093 TL 10.00 PV Pipe: 23 571.7 4.310 PL 10.00 PF 0.7 8 11.5 0.0 25.3 0.0 12.6 120 FTG ---- PE 0.0 9 11.5 0.0 24.6 0.0 0.066 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 8 REVISED.SDF JOB TITLE: 3ressi Ranch Building 33, Area Eight Revised, .40/2000 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: 24 456.0 4.310 PL 10.00 PF 0.4 9 11.5 0.0 24.6 0.0 10.0 120 FTG ---- PE 0.0 10 11.5 0.0 24.2 0.0 0.043 TL 10.00 PV Pipe: 25 341.4 4.310 PL 10.00 PF 0.3 10 11.5 0.0 24.2 0.0 7.5 120 FTG ---- PE 0.0 11 11.5 0.0 24.0 0.0 0.025 TL 10.00 PV Pipe: 26 227.4 4.310 PL 10.00 PF 0.1 11 11.5 0.0 24.0 0.0 5.0 120 FTG PE 0.0 12 11.5 0.0 23.8 0.0 0.012 TL 10.00 PV Pipe: 27 113.7 4.310 PL 10.00 PF 0.0 12 11.5 0.0 23.8 0.0 2.5 120 FTG ---- PE 0.0 13 11.5 0.0 23.8 0.0 0.003 TL 10.00 PV Pipe: 28 41.4 1.080 PL 0.67 PP 2.8 5 11.5 0.0 29.6 0.0 14.5 120 FTG T PE P.O 801 11.5 8.0 26.8 41.4 0.434 TL 6.43 PV Pipe: 29 40.0 1.080 PL 0.67 PF 2.6 6 11.5 0.0 27.6 0.0 14.0 120 FTG T PE 0.0 802 11.5 8.0 25.0 40.0 0.407 TL 6.43 PV Pipe: 30 82.4 2.203 PL 7.33 PF 1.0 6 11.5 0.0 27.6 0.0 6.9 120 FTG T PE 0.0 803 11.5 8.0 26.6 41.3 0.048 TL 20.97 PV Pipe: 31 41.2 2.203 PL 8.00 PF 0.1 803 11.5 8.0 26.6 41.3 3.5 120 FTG ---- PE 0.0 804 11.5 8.0 26.5 41.2 0.013 TL 8.00 PV Pipe: 32 39.0 1.080 PL 0.67 PP 2.5 7 11.5 0.0 26.2 0.0 13.7 120 FTG T PE 0.0 805 11.5 8.0 23.7 39.0 0.388 TL 6.43 PV Pipe: 33 80.4 2.203 PL 7.33 PF 1.0 7 11.5 0.0 26.2 0.0 6.8 120 FTG T PE 0.0 806 11.5 8.0 25.3 40.2 0.046 TL 20.97 PV Pipe: 34 40.1 2.203 PL 8.00 PF 0.1 806 11.5 8.0 25.3 40.2 3.4 120 FTG ---- PE 0.0 807 11.5 8.0 25.2 40.1 0.013 TL 8.00 P11 Pipe: 35 38.3 1.080 PL 0.67 PF 2.4 8 11.5 0.0 25.3 0.0 13.4 120 FTG T PE 0.0 808 11.5 8.0 22.9 38.3 0.375 TL 6.43 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 8 REVISED.SDF JOB TITLE: Bressi Ranch Building B3, Area Eight Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 78.9 2.203 PL 7.33 PF 0.9 8 11.5 0.0 25.3 0.0 6.6 120 FTG T PE 0.0 809 11.5 8.0 24.4 39.5 0.044 TL 20.97 PV Pipe: 37 39.4 2.203 PL 8.00 PF 0.1 809 11.5 8.0 24.4 39.5 3.3 120 FTG ---- PE 0.0 810 11.5 8.0 24.3 39.4 0.012 TL 8.00 PV Pipe: 38 37.8 1.080 PL 0.67 PF 2.4 9 11.5 0.0 24.6 0.0 13.2 120 FTG T PE 0.0 811 12.5 8.0 22.3 37.8 0.366 TL 6.43 PV Pipe: 39 77.9 2.203 PL 7.33 PF 0.9 9 11.5 0.0 24.6 0.0 6.6 120 FTG T PE 0.0 812 11.5 8.0 23.7 39.0 0.043 TL 20.97 PV Pipe: 40 38.9 2.203 PL 8.00 PP 0.1 812 11.5 8.0 23.7 39.0 3.3 120 FTG ---- FE 0.0 813 11.5 8.0 23.6 38.9 0.012 TL 8.00 PV Pipe: 41 37.4 1.080 PL 0.67 PF 2.3 10 . 11.5 .0.0 24.2 0.0 13.1 120 FTG T PE 0.0 814 11.5 8.0 21.9 .37.4 0.360 TL 6.43 PV Pipe: 42 77.2 2.203 PL 7.33 PF 0.9 10 11.5 0.0 24.2 0.0 6.5 120 FTG T PE 0.0 815 11.5 8.0 23.3 38.6 0.043 TL 20.97 PV Pipe: 43 38.6 2.203 PL 8.00 PF 0.1 815 11.5 8.0 23.3 38.6 3.2 120 FTG ---- PE 0.0 816 11.5 8.0 23.2 38.6 0.012 TL 8.00 PV Pipe: 44 37.2 1.080 PL 0.67 PF 2.3 11 11.5 0.0 24.0 0.0 13.0 120 FTG T PE 0.0 817 11.5 8.0 21.7 37.2 0.357 TL 6.43 PV Pipe: 45 76.8 2.203 PL 7.33 PF 0.9 11 11.5 0.0 24.0 0.0 6.5 120 FTG T PE 0.0 818 11.5 8.0 23.1 38.4 0.042 TL 20.97 PV Pipe: 46 38.4 2.203 PL 8.00 PF 0.1 818 11.5 8.0 23.1 38.4 3.2 120 FTG ---- PE 0.0 819 22.5 8.0 23.0 38.4 0.022 TL 8.00 PV Pipe: 47 37.1 1.080 PL 0.67 PF 2.3 12 11.5 0.0 23.8 0.0 13.0 120 FTG T PE 0.0 820 11.5 8.0 21.6 37.1 0.355 TL 6.43 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 8 REVISED.SDF JOB TITLE: Bressi Ranch Building 33, Area Eight Revised, .40/2000 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 76.6 2.203 PL 7.33 PF 0.9 12 11.5 0.0 23.8 0.0 6.4 120 FTG T PE 0.0 821 11.5 8.0 23.0 38.3 0.042 TL 20.97 PV Pipe: 49 38.3 2.203 PL 8.00 PF 0.1 821 11.5 8.0 23.0 38.3 3.2 120 FTG ---- PE 0.0 822 11.5 8.0 22.9 38.3 0.012 TL 8.00 PV Pipe: 50 37.1 1.080 PL 0.67 PF 2.3 13 11.5 0.0 23.8 0.0 13.0 120 FTG T PE 0.0 823 11.5 8.0 22.5 37.1 0.354 TL 6.43 PV Pipe: 51 76.5 2.203 PL 7.33 PF 0.9 13 11.5 0.0 23.8 0.0 6.4 120 FTG T PE 0.0 824 11.5 8.0 22.9 38.3 0.042 TL 20.97 PV Pipe: 52 38.2 2.203 PL 8.00 PF 0.1 824 11.5 8.0 22.9 38.3 3.2 120 FTG ---- PE 0.0 825 11.5 8.0 22.8 38.2 0.012 TL 8.00 PV NOTES: (1 Calculations Taere performed by the RSS 7.6 computer proqrat under license no. 16080621 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 0.058 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 21.4 ft/sec at pipe 19. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 8 REVISED.SDF JOB TITLE: Bressi Ranch Building 33, Area Eight Revised, .40/2000 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 AimChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 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 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.044 28.70 36.37 23.52 46.76 12.47 4.16 32.21 32.21 36.37 8.510 24.60 47.84 17.77 61.51 16.40 5.47 42.37 42.37 47.84 11.734 47.47 107.88 34.52 118.67 40.99 10.79 79.83 79.83 107.88 Q C C (N C C C C C OD C C SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG 33, AREA B REVISED.SDF JOB TITLE: Bressi Ranch Building B3, Area Eight Revised, .40/2000 C) CD C C C C C _ C C C C C C C C W (N A CPS FIRE PROTECTION, INC. 417 VERNON WAY EL CAJON, CA 92020 LICENSE 4C16-684659 HYDRAULIC CALCULATIONS FOR BRESSI RANCH SELF STORAGE CAMPBELL PLACE CARLSBAD, CA BUILDING B3, 2ND FLOOR, AREA 9 - REVISED FILE NUMBER: BRESSI RANCH BLDG B3, AREA 9-REVISED.SDF DATE: 10/3/07 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HAZARD GRP. II DESlTY AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (8 NODE RPOUT): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: .40 gpm/sq. ft. 2000 sq.ft. 31 sprinklers 1258.8 gpm 1758.8 gpm (500 gpm Hose Allow) 1258.8 gpm 8 58.1 psi CPS FIRE PROTECTION CITY OF CARLSBAD FIRE DEPARTMENT JNER FLU NTh1LAEILI7I DNIA: STATIC: 95 psi (85.5 @ 90%) RESIDUAL: 90 psi (81.0 8 90%) FLOW: 1,500 gpm SOURCE: CPS FIRE PROTECTION FLOW TEST - 5/17/07 WITNESSED BY CARLSBAD FIRE DEPARTMENT CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 9-REVISED.SDF JOB TITLE: Bressi Ranch Building B3, Area Nine .40/2000 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.5 81.0 1500.0 79.5 1758.8 73.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1758.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1258.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT (PSIj (GP M) SRC 10.0 SOURCE 73.4 1758.8 8" -1.0 - - - - 77.2 - - - HYD1 -1.0 - - - - 77.0 - - - BI -1.0 - - - - 77.0 HYD2 -1.0 - - - - 76.2 - - - B2 -1.0 - - - - 75.5 - - - HYD3 -1.0 - - - - 75.4 B3 -1.0 HOSE STREAM 74.8 500.0 HD4 -1.0 - - - - 74.9 A -1.0 - - - - 76.3 - - - DIP -1.0 - - - - 74.3 - - - RPIN 3.0 - - - - 72.1 - - - RPOUT 3.0 - - - - 58.1 TOR 8.5 - - - - 55.4 - - - 1 9.5 - - - - 53.1 1ST 9.5 - - - - 52.7 ROOF 20.0 - - - - 45.7 14 9.5 - - - - 52.0 - - - 15 9.5 - - - - 40.0 - - - 16 20.0 - - - - 40.2 - - - 17 20.0 - - - - 30.8 - - - 18 20.0 - - - - 29.3 - - - 19 20.0 - - - - 27.9 20 20.0 - - - - 27.2 21 20.0 - - - - 26.9 - - - 22 20.0 - - - - 26.8 - - - 23 20.0 - - - - 26.8 - - - 24 20.0 - - - - 27.1 25 20.0 - - - - 34.6 901 20.0 K= 8.00 29.0 43.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 9-REVISED.SDF JOB TITLE: Bressi Ranch Building 33, Area Nine .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 902 20.0 K= 8.00 27.1 41.7 903 20.0 K= 8.00 27.1 41.6 904 20.0 yl= 8.00 26.3 41.0 905 20.0 K= 8.00 26.0 40.8 906 20.0 K= 8.00 25.9 40.7 907 20.0 K= 8.00 26.4 41.1 908 20.0 K= 8.00 26.3 41.1 909 20.0 K= 8.00 25.6 40.5 910 20.0 K= 8.00 25.4 40.3 911 20.0 K= 8.00 25.3 40.2 912 20.0 K= 8.00 26.1 40.9 913 20.0 K= 8.00 26.0 40.8 914 20.0 K= 8.00 25.3 40.2 915 20.0 K= 8.00 25.2 40.2 916 20.0 K= 8.00 25.1 40.1 917 20.0 K= 8.00 25.3 40.2 918 20.0 K= 8.00 25.0 40.0 919 20.0 K= 8.00 23.1 38.5 920 20.0 K= 8.00 25.2 40.2 921 20.0 K= 8.00 25.0 40.0 922 20.0 K= 8.00 25.0 40.0 923 20.0 K= 8.00 26.0 40.8 924 .20.0 K= 8.00 25.9 40.7 925 20.0 K= 8.00 25.2 40.2 926 20.0 K= 8.00 25.1 40.1 927 20.0 K= 8.00 25.0 40.0 928 20.0 K= 8.00 26.2 41.0 929 20.0 K= 8.00 26.1 40.9 930 20.0 K= 8.00 26.3 41.0 931 20.0 K= 8.00 26.2 40.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 9-REVISED.SDF JOB TITLE: 3ressi Ranch Building 33, Area Nine .40/2000 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 1758.8 11.734 PL 85.00 PF 1.0 SRC 10.0 SRCE 73.4 (N/A) 5.2 150 FTG T2LG PE 4.8 8" -1.0 0.0 77.2 0.0 0.003 TL 368.65 PV Pipe: 2 652.0 8.044 PL 47.00 PF 0.2 8" -1.0 0.0 77.2 0.0 4.1 150 FTG 2L PE 0.0 HYD1 -1.0 0.0 17.0 0.0 0.003 TL 87.82 ?V Pipe: 3 652.0 8.044 PL 4.00 PF 0.0 HYD1 -1.0 0.0 77.0 0.0 4.1 150 FTG ---- PE 0.0 Bi -1.0 0.0 77.0 0.0 0.003 TL 4.00 PV Pipe: 4 652.0 8.044 PL 258.00 PF 0.7 Dl -1.0 0.0 77.0 0.0 4.1 150 FTG L PE 0.0 HYD2 -2.0 0.0 76.2 0.0 0.003 TL 278.41 PV Pipe: 5 652.0 8.044 PL 225.00 PF 0.8 HYD2 -1.0 0.0 76.2 0.0 4.1 150 FTG 3L PE 0.0 B2 -1.0 0.0 75.5 0.0 0.003 TL 286.23 PV Pipe: 6 652.0 8.044 PL 10.00 PF 0.0 B2 -1.0 0.0 75.5 0.0 4.1 150 FTG ---- PE 0.0 HY33 -1.0 0.0 75.4 0.0 0.003 TL 10.00 PV Pipe: 7 652.0 8.044 PL 212.00 PF 0.6 HYD3 -1.0 0.0 75.4 0.0 4.1 150 FTG L PE 0.0 B3 -1.0 H.S. 74.8 500.0 0.003 TL 232.41 PV Pipe: 8 -1106.7 8.044 PL 10.00 PF 0.1 B3 -1.0 H.S. 74.8 500.0 7.0 150 FTG ---- PE 0.0 HYD4 -1.0 0.0 74.9 0.0 0.007 TL 10.00 PV Pipe: 9 -1106.7 8.044 PL 152.00 PF 1.4 HYD4 -1.0 0.0 74.9 0.0 7.0 150 FTG 2L PE 0.0 A -1.0 0.0 76.3 0.0 0.007 TL 192.82 PV Pipe: 10 -1106.7 8.044 PL 80.00 PF 1.0 A -1.0 0.0 76.3 0.0 7.0 150 FTG T PE 0.0 8" -1.0 0.0 77.2 0.0 0.007 TL 134.95 PV Pipe: 11 1258.8 8.044 PL 7.00 PF 0.6 B3 -1.0 H.S. 74.8 500.0 7.9 150 FTG T PE 0.0 DIP -1.0 0.0 74.3 0.0 0.009 TL 61.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 9-REVISED.SDF JOB TITLE: Bressi Ranch Building 53, Area Nine .40/2000 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 1258.8 8.510 FL 8.00 PF 0.4 DIP -1.0 0.0 74.3 0.0 7.1 140 FTG 2L FE -1.7 PIP IN 3.0 0.0 72.1 0.0 0.008 TL 55.27 PV Pipe: 13 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 72.1 0.0 14.0 psi, 1258.8 gpm RPOUT 3.0 0.0 58.1 0.0 Pipe: 14 1258.8 6.357 FL 6.50 PF 0.3 RPOUT 3.0 0.0 58.1 0.0 12.7 120 FTG ---- PE -2.4 TOR 8.5 0.0 55.4 0.0 0.043 TL 6.50 PV Pipe: 15 802.0 6.357 FL 29.50 PF 1.9 TOR 8.5 0.0 55.4 0.0 8.1 120 FTG T31, PE -0.4 1 9.5 0.0 53.1 0.0 0.019 TL 101.17 PV Pipe: 16 802.0 4.310 PL 3.67 PF 0.5 1 9.5 0.0 53.1 0.0 17.6 120 FTG ---- FE 0.0 lET 9.5 0.0 52.7 0.0 0.123 TL 3.67 PV Pipe: 17 802.0 4.310 FL 11.00 PF 2.4 1ST 9.5 0.0 52.7 0.0 17.6 120 FTG L FE -4.5 ROOF 20.0 0.0 45.7 0.0 0.123 TL 19.36 PV Pipe: 18 456.8 4.310 FL 23.33 PF 3.0 TOR 8.5 0.0 55.4 0.0 10.0 120 FTG T2L FE -0.4 24 9.5 0.0 52.0 0.0 0.044 TL 67.93 PV Pipe: 19 456.8 4.310 FL 223.75 PF 12.1 14 9.5 0.0 52.0 0.0 10.0 120 FTG T3L FE 0.0 15 9.5 0.0 40.0 0.0 0.044 TL 276.71 PV Pipe: 20 456.8 4.310 FL 10.50 PF 0.8 15 9.5 0.0 40.0 0.0 10.0 120 FTG L FE -4.5 25 20.3 0.0 34.6 0.0 0.044 TL 18.86 PV Pipe: 21 802.0 4.310 PL 28.33 PF 5.6 ROOF 20.0 0.0 45.7 0.0 17.6 120 FTG 2L FE 0.0 16 20.0 0.0 40.2 0.0 0.123 TL 45.05 PV Pipe: 22 802.0 4.310 PL 48.33 PF 9.4 16 20.0 0.0 40.2 0.0 17.6 120 FTG T FE 0.0 17 20.0 0.0 30.8 0.0 0.123 TL 76.20 PV Pipe: 23 802.0 4.310 FL 12.00 PF 1.5 17 20.0 0.0 30.8 0.0 17.6 120 FTG ---- FE 0.0 18 20.0 0.0 29.3 0.0 0.123 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 9-REVISED.SDF J08 TITLE: 8ressJ. Ranch Building 33, Area Nine .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) 51311. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 758.9 4.310 PL 12.00 PF 1.3 18 20.0 0.0 29.3 0.0 16.7 120 FTG ---- PE 0.0 19 20.0 0.0 27.9 0.0 0.111 TL 12.00 PV Pipe: 25 553.0 4.310 PL 12.00 PF 0.7 19 20.0 0.0 27.9 0.0 12.2 120 FTG ---- PE 0.0 20 20.0 0.0 27.2 0.0 0.062 TL 12.00 PV Pipe: 26 349.9 4.310 PL 12.00 PF 0.3 20 20.0 0.0 27.2 0.0 7.7 120 FTG ---- PE 0.0 22 20.0 0.0 26.9 0.0 0.027 TL 22.00 PV Pipe: 27 147.7 4.310 FL 12.00 PF 0.1 21 20.0 0.0 26.9 0.0 3.2 120 FTG ---- PE 0.0 22 20.0 0.0 26.8 0.0 0.005 TL 12.00 PV Pipe: 28 -91.2 4.310 FL 12.00 PF 0.0 22 20.0 0.0 26.8 0.0 2.0 120 FTG ---- FE 0.0 23 20.0 0.0 26.8 0.0 0.002 TL 12.00 FV Pipe: 29 -293.0 4.310 PL 12.00 PF 0.2 23 20.0 0.0 26.8 0.0 6.4 120 FTG ---- PE 0.0 24 20.0 0.0 27.1 0.0 0.019 TL 12.00 PV Pipe: 30 -456.8 4.310 PL 123.00 PF 7.5 24 20.0 0.0 27.1 0.0 10.0 120 FTG 6L PE 0.0 25 20.0 0.0 34.6 0.0 0.044 TL 173.27 PV Pipe: 31 43.1 2.203 FL 3.00 PF 0.2 18 20.0 0.0 29.3 0.0 3.6 120 FTG T PE 0.0 901 20.0 8.0 29.0 43.1 0.015 TL 16.64 PV Pipe: 32 83.3 2.203 FL 2.75 PF 0.8 19 20.0 0.0 27.9 0.0 7.0 120 FTG T PE 0.0 902 20.0 8.0 27.1 41.7 0.049 TL 16.39 PV Pipe: 33 41.6 2.203 PL 6.00 PF 0.1 902 20.0 8.0 27.1 41.7 3.5 120 FTG ---- FE 0.0 903 20.0 8.0 27.1 41.6 0.014 TL 6.00 PV Pipe: 34 122.5 2.203 PL 3.00 PF 1.7 19 20.0 0.0 27.9 0.0 10.3 120 FTG T PE 0.0 904 20.0 8.0 26.3 41.0 0.200 TL 16.64 PV Pipe: 35 81.5 2.203 PL 5.50 PF 0.3 904 20.0 8.0 26.3 41.0 6.9 120 FTG ---- FE 0.0 905 20.0 8.0 26.0 40.8 0.047 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 9-REVISED.SDF JOB TITLE: Bressi Ranch Building B3, Area Nine .40/2000 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: 36 40.7 2.203 PL 8.00 PF 0.1 905 20.0 8.0 26.0 40.8 3.4 120 FTG ---- PE 0.0 906 20.0 8.0 25.9 40.7 0.013 TL 8.00 PV Pipe: 37 82.2 2.203 PL 2.75 PF 0.8 20 20.0 0.0 27.2 0.0 6.9 120 FTG T PE 0.0 907 20.0 8.0 26.4 41.1 0.048 TL 16.39 PV Pipe: 38 41.1 2.203 PL 6.00 PF 0.1 907 20.0 8.0 26.4 41.1 3.5 120 FTG ---- FE 0.0 908 20.0 8.0 26.3 42.1 0.013 TL 6.00 PV Pipe: 39 121.0 2.203 FL 3.00 PF 1.6 20 20.0 0.0 27.2 0.0 10.2 120 FTG T PE 0.0 909 20.0 8.0 25.6 40.5 0.098 TL 16.64 PV Pipe: 40 80.6 2.203 PL 3.50 PF 0.2 909 20.0 8.0 25.6 40.5 6.8 120 FTG ---- PE 0.0 910 20.0 8.0 25.4 40.3 0.046 TL 3.50 PV Pipe: 41 40.2 2.203 PL 8.00 PF 0.1 910 20.0 8.0 25.4 40.3 3.4 120 FTG ---- FE 0.0 911 20.0 8.0 25.3 40.2 0.013 TL 8.00 PV Pipe: 42 81.7 2.203 PL 2.75 PF 0.8 21 20.0 0.0 26.9 0.0 6.9 120 FTG T FE 0.0 912 20.0 8.0 26.2 40.9 0.047 TL 16.39 PV Pipe: 43 40.8 2.203 FL 6.00 PF 0.1 912 20.0 8.0 26.1 40.9 3.4 120 FTG ---- FE 0.0 913 20.0 8.0 26.0 40.8 0.013 TL 6.00 PV Pipe: 44 120.5 2.203 FL 3.00 PF 1.6 21 20.0 0.0 26.9 0.0 10.1 120 FTG T FE 0.0 914 20.0 8.0 25.3 40.2 0.091 TL 16.64 PV Pipe: 45 80.3 2.203 FL 0.50 PF 0.0 914 20.0 8.0 25.3 40.2 6.8 120 FTG ---- FE 0.0 915 20.0 8.0 25.2 40.2 0.046 TL 0.50 PV Pipe: 46 40.1 2.203 FL 8.00 PF 0.1 915 20.0 8.0 25.2 40.2 3.4 120 FTG FE 0.0 916 20.0 8.0 25.1 40.1 0.013 TL 8.00 PV Pipe: 47 118.7 2.203 FL 2.75 PF 1.5 22 20.0 0.0 26.8 0.0 10.0 120 FTG T FE 0.0 917 20.0 8.0 25.3 40.2 0.095 TL 16.39 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 9-REVISED.SDF JOB TITLE: Bre.ssi Ranch Building 33, Area Nine .40/2000 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 78.5 2.203 PL 6.00 PF 0.3 917 20.0 8.0 25.3 40.2 6.6 120 FTG ---- PE 0.0 918 20.0 8.0 25.0 40.0 0.044 TL 6.00 PV Pipe: 49 38.5 1.408 PL 8.00 PF 1.9 918 20.0 8.0 25.0 40.0 7.9 120 FTG ET PE 0.0 919 20.0 8.0 23.1 38.5 0.104 TL 17.92 PV Pipe: 50 120.2 2.203 PL 3.00 PF 1.6 22 20.0 0.0 26.8 0.0 10.1 120 FTG T PE 0.0 920 20.0 8.0 25.2 40.2 0.097 TL 26.64 PV Pipe: 51 80.0 2.203 PL 3.50 PF 0.2 920 20.0 8.0 25.2 40.2 6.7 120 FTG ---- PE 0.0 921 20.0 8.0 25.0 40.0 0.046 TL 3.50 PV Pipe: 52 40.0 2.203 PL 6.00 PF 0.1 921 20.0 8.0 25.0 40.0 3.4 120 FTC ---- PE 0.0 922 20.0 8.0 25.0 40.0 0.013 TL 6.00 PV Pipe: 53 81.5 2.203 PL 4.25 PF 0.8 23 20.0 0.0 26.8 0.0 6.9 120 FTG T PE 0.0 923 20.0 8.0 26.0 40.8 0.047 TL 17.89 PV Pipe: 54 40.7 2.203 PL 8.00 PF 0.1 923 20.0 8.0 26.0 40.8 3.4 120 FTG ---- PE 0.0 924 20.0 8.0 25.9 40.7 0.023 TL 8.00 PV Pipe: 55 120.3 2.203 PL 3.00 PF 1.6 23 20.0 0.0 26.8 0.0 10.1 120 FTG T PE 0.0 925 20.0 8.0 25.2 40.2 0.097 TL 16.64 PV Pipe: 56 80.1 2.203 PL 2.50 PF 0.1 925 20.0 8.0 25.2 40.2 6.7 120 FTG ---- PE 0.0 926 20.0 8.0 25.1 40.1 0.046 TL 2.50 PV Pipe: 57 40.0 2.203 PL 6.00 PF 0.1 926 20.0 8.0 25.1 40.1 3.4 120 FTG ---- PE 0.0 927 20.0 8.0 25.0 40.0 0.013 TL 6.00 PV Pipe: 58 81.8 2.203 PL 4.25 PF 0.9 24 20.0 0.0 27.1 0.0 6.9 120 FTC T PE 0.0 928 20.0 8.0 26.2 42.0 0.048 TL 27.89 PV Pipe: 59 40.9 2.203 PL 8.00 PF 0.1 928 20.0 8.0 26.2 41.0 3.4 120 FTG ---- PE 0.0 929 20.0 8.0 26.1 40.9 0.013 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 9-REVISED.SDF JOB TITLE: Bressi Ranch Building B3, Area Nine .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 60 82.0 2.203 PL 3.00 PF 0.8 24 20.0 0.0 27.1 0.0 6.9 120 FTG T PE 0.0 930 20.0 8.0 26.3 41.0 0.048 TL 16.64 PV Pipe: 61 40.9 2.203 PL 6.50 PF 0.1 930 20.0 8.0 26.3 41.0 3.4 120 FTG ---- PE 0.0 931 20.0 8.0 26.2 40.9 0.013 TL 6.50 PV NOTES: (I) Calculations were performed by the 1-lASS 7.6 computer program under license no. 16080621 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 0.090 Total pressure at each node is used in balancing the system. Maximum water velocity is 17.6 ft/sec at pipe 23. 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 LngEil ChkVlv BfyVlv GatVlv Z1lmChk DPVlv NPTee 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 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 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.044 18.70 36.37 13.51 46.76 12.47 4.26 32.21 32.21 36.37 8.510 24.60 47.84 17.77 61.51 16.40 5.47 42.37 42.37 47.84 11.734 47.47 107.88 34.52 118.67 40.99 10.79 79.83 79.83 107.88 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: l\/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG 33, AREA 9-REVISED.SDF Ranch Building B3, Area Nine .40/2000 JOB TITL\Bressi Ei \t3,) u c00 Z tN &N Q CD r4 Ln Q.E W C -C W-4 •-E Co o —1 HOC\O, u)U) --I ru ix QC) (N C,) C - C Co --1 C/) w U) --- HU) 1-4 C > D4 U 04 C (N '-4 U) E-I C C C C C C C C C C C C C '-I C C C C Qo '11 04 ) Cl) C/) N C C '-4 C C (N 4 ci) •/ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B3, AREA 9-REVISED.SDF JOB TITLE: Bressi Ranch Building 33, Area Nine .40/2000 WATER SUPPLY CURVE 96+ 88+ *\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\ * <-81.0 psi @ 1500 gpm 80+ Flow TesO Point I x 72+ P64+ R E S I. S56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND X = Pequ.ied Water Supply 73.42 psi @ 1758.8 gpm 8+ I 0 = Available Water Supply I 79.46 psi @ 1758.8 gpm 'I 0++-+--+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 APPROVEO A RITTED 303 CARLSBAD FR D ARTMENT TRAPEZE PIPE HANGER 1ARX Rh.. SIZE - 3/8"Rod - 1 1/2" and 2" Trapeze Pipe Size 1/2"Rod - 2" thru 4" Trapeze Pipe Size. MATERIAL - Carbon Steel, Mu. Galvanized to G-90 specificatioi FINISH - Mi]. Galvanized. LISTINGS - R. EX 2551 Conforms to Federal Specification WW-H471E type 10, and Manufacturers Standardization Society SP-69, type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Heavy duty ring hanger used for trapeze installations and severe duty hanger assemblies. FEATURES * Formed to match trapeze pipe diameter which prevents elongation. * Load ratings correspond to largest pipe size per rod diameter 3/8" rod = 4" hanger load rating. 112" rod = %" hanger load rating. ORDERING - Part #, rod size and pipe size. Pt 3/03 OCT-04-2007 0937 AM INTEGRITY-FIRE-SYSTEMS 1 909 657 8459 P.02 ®'fOLCO r Al2 CHANNEL Metal thickness is 12 Ga. (.105) Channel Area of Catalog Weight Section number bJfk. Sq. In. A-12 1.89 .583 A-12A 3.75 1.186 lMornern of inertia A Sir Y 3r- 74r Sw Y. -4 L...Lir A-12 Al2A Elements of Section AXIS XX -. AXIS V-V l(in.) Sn.) R(in.) l(in.') 8(irL3) R(in) .188 203 .581 .257 .316 .630 .920 .566 .910 - 514 .632 680 S = Section modulus R Radius of gyration Beam and Column Loads Data Channel 8iii Span Uniform Load Deflection Uniform Load (lbs.) Maximum Catalog or Lfnbracad at Sfress of at Stress of When Maximum Atlowablo Load Number -. Column Hslght 25,000 PSI (lbs.) 25,000 PSi (In.) beflection - of Column (lbs.) A.12 18" 2213 .031 2213 11300 24' 1680 .055 1580 9700 30" 1340 .088 1340 8850 1125 .125 1125 8800 47' 950 .168 950 7550 856 .225 75'? 6720 80' S90 .356 484 5800 72' 555 .594 338 4970 84 490 .893 1IiT47.... ......_.......A?5O 98" 433 .915 189 3500 120" 335 1.382 121 2100 A-12A 18" 6530 .018 6530 24340 24" 4895 .033 4895 21800 30" 3800 .050 3800 - 21500 36" 3100 .070 3100 21000 2700 .097 2700 20600 48" 2300 .124 2300 19900 60" 1930 .203 1930 17950 iT 1560 .284 1560 15940 84" .. 10 14750 96, __, jqç 12850 120" - 953 .680 593 8000 Beam loada Load,!Wed are uniformly distributed, for loads concentrated at center of span multiply uniform load at tebe by .5 and multiply the deflection by .8. When deflection Is not a factor use stress of 25.000 PSI. When deflec- tion is a factor use deflection of . Cain loads: Loads listed are for unbraced heights as listed. Modulus of elasticity a 29,000,000 PSI. Slotted or punched channel reduce load rating 10%. MOW.CMI,g FIOi11t. 97-1 • COP". A RPSM t k 90&fl5 • 5w 0.737036 Oh1u • 8790 F,ur ,i CA • P: Rj6.3%VM.Ftw7 M.ilrtäi, tty. __ . TX MA 1 tvcft,%• ft 7216MM • Fax: 71 3.57ZM74 wecm A 'CPS FIRE PROTECTION, INC. 417 VERNON WAY EL Cl-LION, CA 92020 LICENSE 4C16-684659 HYDRAULIC CALCULATIONS FOR BRESSI RANCH SELF STORAGE CAMPBELL PLACE CARLSBAD, CA These plaits have been reviewed for apparent compliance with the current applicable codes and standards in force in the jurisdiction. The owner or contractor may utilize this review in support of an application for a building permit with the express understanding that this review in no way relieves the owner or contractor or their prolessional engineer or architect for sole responihility for full compliance with said codes and standards. including the building code or for any responsihilty for deficiencies, errors, omissions or negligence in these plaits whether or not noted in this review. Date: 1015110 0 7 Reviewer.) RECOMMENI) APPROVAL 4u '&' 0 RECOMMEND APPROVAL. AS NOTED BUILDING A FIRST FLOOR, AREA 2 - REVISED FILE NUMBER: BRESSI RANCH, BLDG A, AREA 1 - REVISED.SDF DATE: 10/3/07 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HAZARD GRP. II .40 gpm/sq. it. AREA OF .APPLIATION: 2000 sq.ft. NUMBER OF SPRINKLERS CALCULATED: 26 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1208.2 gpm TOTAL WATER REQUIRED (including hose): 1708.2 gpm (500 gpm Hose Allow) FLOW AND PRESSURE (@ NODE BOR): 1208.2 gpm @ 62.5 psi no SPRINKLER K-FACTOR 'ORIFICE SIZE): 6.0 DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FL9fv AVMLABILIY DATA: STATIC: RESIDUAL: FLOW: SOURCE: CPS FIRE PROTECTION CITY OF CARLSBAD FIRE DEPARTMENT 95 psi (95.5 '@ 90%) 90 psi (81.0 @ 90%) 1,500 qprn CPS FIRE PROTECTION FLOW TEST - 5/17/07 WITNESSED BY CARLSBAD FIRE DEPARTMENT CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. APPROVEDIUBMITTED ATLA, GA XrBA 0(4 m6f D,RDEPARTMENT L El. 02 V, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.5 81.0 1500.0 79.8 1708.2 73.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1708.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1208.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) (PSI) (GPM) SRC 10.0 SOURCE 73.2 1708.2 8" -1.0 - - - - 77.1 - - - HYD1 -1.0 ---•- 77.0 HYD2 -1:O - - -- 76.6 - -. B2 -1.0 - - - - 76.3 - - - HYD3 -1.0 - - - - 76.3 - - - B3 -1.0 - - - - 76.0 - - - HYD4 -1.0 - - - - 76.0 - - - A -1.0 HOSE STREAM 75.8 500.0 RPAIN 3.0 - - - - 73.0 - - - RPAOUT 3.0 - - - - 63.0 DIP -1.0 - - - - 63.8 BOR 1.0 - - - - 62.5 - - - 1ST 9.5 - - - - 58.5 - - - 1 9.5 - - - - 56.8 - - - 2 9.5 - - - - 55.6 3 9.5 - - - - 51.4 - - - 4 9.5 - - - - 50.8 - - - 5 9.5 - - - - 50.5 - - - 6 9.5 - - - - 49.9 - - - 7 9.5 - - - - 49.5 - - - 8 9.5 - - - - 49.2 - - - 9 9.5 - - - - 49.1 - - - 10 9.5 - - - - 48.9 - - - 11 9.5 - - - - 48.8 - - - 12 9.5 - - - - 48.8 - - - 13 9.5 - - - - 48.7 - - - 14 9.5 - - - - 53.5 15 9.5 - - - - 53.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area I Revised, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 16 9.5 - - - - 53.0 - - - 17 9.5 - - - - 52.8 - - - 18 9.5 - - - - 52.7 19 9.5 - - - - 52.6 - - - 20 9.5 - - - - 52.6 21 9.5 - - - - 52.6 22 9.5 - - - - 52.6 - - - 23 9.5 - - - - 42.3 - - - 24 9.5 - - - - 42.7 - - - 25 9.5 - - - - 43.0 26 9.5 - - - - 43.2 - - - 27 9.5 - - - - 43.4 28 9.5 - - - - 43.5 - - - 29 9.5 - - - - 43.6 - - - 30 9.5 - - - - 43.7 - - - 31 9.5 - - - - 43.8 - - - 32 9.5 - - - - 43.8 - - - 33 9.5 - - - - 43.8 34 9.5 - - - - 43.9 - - - 35 9.5 - - - - 44.1 - - - 36 9.5 - - - 44.2 - - - 37 9.5 - - - - 46.3 - - - 95 - 465 39 9.5 - - - - 46.8 - - - 40 9.5 - - - - 48.2 - - - 41 9.5 - - - - 48.3 - - - 42 9.5 - - - - 48.4 - - - 43 9.5 - - - - 48.4 - - - 44 9.5 - - - - 48.4 - - - 45 9.5 - - - - 48.4 - - - 46 9.5 - - - - 41.4 - - - 47 9.5 - - - - 40.5 - - - 48 9.5 - - - - 40.5 - - - 1.4 9.5 - - - - 43.4 - - - 1.5 9.5 - - - - 48.4 - - - 1.13 9.5 - - - - 37.1 - - - 1.14 9.5 - - - - 35.1 - - - 1.15 9.5 - - - - 33.9 - - - 1.17 9.5 - - - - 33.8 - - - 1.23 9.5 - - - - 33.6 - - - 1.25 9.5 - - - - 31.7 - - - 1.27 9.5 - - - - 31.2 - - - 1.32 9.5 - - - - 36.1 - - - 101 9.5 - - - - 44.3 - - - 102 9.5 K= 8.00 43.6 52.8 103 9.5 K= 8.00 43.5 52.8 104 9.5 K= 8.00 39.5 50.3 105 9.5 K= 8.00 43.2 52.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 106 9.5 - - - - 38.9 - - - 107 9.5 K= 8.00 37.5 49.0 108 9.5 K= 8.00 36.8 48.5 109 9.5 K= 8.00 36.6 48.4 110 9.5 K= 8.00 36.6 48.4 111 9.5 K= 8.00 36.7 48.5 112 9.5 K= 8.00 37.4 48.9 113 9.5 - - - - 37.1 - - - 114 9.5 K= 8.00 31.9 45.2 115 9.5 K= 8.00 30.2 43.9 116 9.5 K= 8.00 29.7 43.6 117 9.5 K= 8.00 30.0 43.8 118 9.5 K= 8.00 29.6 43.5 119 9.5 K= 8.00 33.9 46.6 120 9.5 K= 8.00 34.5 47.0 121 9.5 K= 8.00 35.7 47.8 122 9.5 - - - - 36.6 - - - .123 9.5 - - - - 33.6 - - - 124 9.5 - - - - 33.6 - - - 125 9.5 K= 8.00 28.0 42.3 126 9.5 K= 8.00 25.0 40.0 127 9.5 K= 8.00 25.4 40.3 128 9.5' K= 8.00 31 2 ' 44'. 129 9.5 K= 8.00 31.2 44.7 130 9.5 K= 8.00 31.4 44.8 131 9.5 K= 8.00 32.1 45.3 132 9.5 K= 8.00 30.9 44.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1708.2 11.734 PL 85.00 PP 0.9 SRC 10.0 SRCE 73.2 (N/A) 5.1 150 FTG T2LG PE 4.8 8" -1.0 0.0 77.1 0.0 0.003 TL 368.65 PV Pipe: 2 415.5 8.044 PL 47.00 PP 0.1 8" -1.0 0.0 77.1 0.0 2.6 150 FTG 2L FE 0.0 HID1 -1.0 0.0 77.0 0.0 0.001 TL 87.82 PV Pipe: 3 415.5 8.044 PL 4.00 PF 0.0 HYD1 -1.0 0.0 77.0 0.0 2.6 150 FTG ---- PE 0.0 51 -1.0 0.0 77.0 0.0 0.001 TL 4.00 PV 'Pipe: 4 415.5 8.044 PL 258.00 PP 0.3 51 -1.0 0.0 77.0 0.0 2.6 150 FTG L PE 0.0 HYD2 -1.0 0.0 76.6 0.0 0.001 TL 278.41 PV Pipe: 5 415.5 8.044 FL 225.00 PP 0.3 HYD2 -1.0 0.0 76.6 0.0 2.6 150 FTG 3L FE 0.0 B2 -1.0 0.0 76.3 0.0 0.001 TL 286.23 PV Pipe:' 6 415.5 8:044 PL 10.00 PP 0.0 B2 -1.0 0.0 76.3 0.0 2.6 150 FTG ---- FE 0.0 HYD3 -1.0 0.0 76.3 0.0 0.001 TL 10.00 ?V Pipe: 7 415.5 8.044 FL 212.00 PF 0.3 HYD3 -1.0 0.0 76.3 0.0 2.6 150 FTG L PE 0.0 B3 -1.0 0.0 76.0 0.0 0.001 TL 232.41 PV Pipe: 8 415.5 8.044 FL 10.00 PP 0.0 B3 -1.0 0.0 76.0 0.0 2.6 150 FTG ---- FE 0.0 HYD4 -1.0 0.0 76.0 0.0 0.002 TL 20.00 PV Pipe: 9 415.5 8.044 FL 152.00 PF 0.2 HYD4 -1.0 0.0 76.0 0.0 2.6 150 FTG 2L FE 0.0 A -1.0 H.S. 75.8 500.0 0.001 TL 192.82 PV Pipe: 10 -1292.6 8.044 FL 80.00 PP 1.3 A -1.0 H.S. 75.8 500.0 8.2 150 FTG T FE 0.0 8" -1.0 0.0 77.1 0.0 0.009 TL 134.95 PV Pipe: 11 1208.2 8.044 FL 30.00 PF 1.0 A -1.0 H.S. 75.8 500.0 7.6 150 FTG T2L FE -1.7 RPAIN 3.0 0.0 73.0 0.0 0.008 TL 125.77 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area I Revised, .40/2000 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 FIXED PRESSURE LOSS DEVICE RPAIN 3.0 0.0 73.0 0.0 10.0 psi, 1208.2 gpm RPPOUT 3.0 0.0 63.0 0.0 Pipe: 13 1208.2 8.044 PL 34.00 PF 1.0 RPAOUT 3.0 0.0 63.0 0.0 7.6 150 FTG 4L PE 1.7 DIP -1.0 0.0 63.8 0.0 0.008 TL 115.64 PV Pipe: 14 1208.2 8.510 PL 10.00 PF 0.4 DIP -1.0 0.0 63.8 0.0 6.8 140 FTG 2L FE -0.9 BOR 1.0 0.0 62.5 0.0 0.007 TL 57.27 PV Pipe: 15 1208.2 6.357 FL 8.50 PF 0.3 BOR 1.0 0.0 62.5 0.0 12.2 120 FTG ---- PE -3.7 1ST 9.5 0.0 58.5 0.0 0.040 TL 8.50 PV Pipe: 16 1208.2 6.357 PL 4.00 FE' 1.7 1ST 9.5 0.0 58.5 0.0 12.2 12.0 FTG T PE 0.0 1 9.5 0.0 56.8 0.0 0.040 TL 41.72 PV Pipe: 17 1208.2 6.357 PL 19.33 FE' 1.2 1 9.5 0.0 56.8 0.0 12.2 120 FTG L PE 0.0 2 9.5 0.0 55.6 0.0 0.040 TL 30.65- PV Pipe: 18 707.6 4.310 FL 7.00 PF 4.2 2 9.5 0.0 55.6 0.0 15.6 120 FTG TL FE 0.0 3 9.5 0.0 51.4 0.0 0.098 TL 43.24 PV Pipe: 19 632.3 4.310 FL 7.75 PF 0.6 3 9.5 0.0 51.4 0.0 13.9 120 FTG ---- FE 0.0 4 9.5 0.0 50.8 0.0 0.079 TL 7.75 PV Pipe: 20 583.8 4.310 FL 4.00 FE' 0.3 4 9.5 0.0 50.8 0.0 12.8 120 FTG ---- FE 0.0 5 9.5 0.0 50.5 0.0 0.069 TL 4.00 PV Pipe: 21 538.3 4.310 FL 10.00 PF 0.6 5 9.5 0.0 50.5 0.0 11.8 120 FTG ---- FE 0.0 6 9.5 0.0 49.9 0.0 0.059 TL 10.00 PV Pipe: 22 472.7 4.310 FL 8.50 PF 0.4 6 9.5 0.0 49.9 0.0 10.4 120 FTG ---- FE 0.0 7 9.5 0.0 49.5 0.0 0.046 TL 8.50 PV Pipe: 23 403.6 4.310 FL 8.50 FE' 0.3 7 9.5 0.0 49.5 0.0 8.9 120 FTG ---- FE 0.0 8 9.5 0.0 49.2 0.0 0.035 TL 8.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area I Revised, .40/2000 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: 24 336.5 4.310 PL 5.75 PF 0.1 8 9.5 0.0 49.2 0.0 7.4 120 FTG ---- PE 0.0 9 9.5 0.0 49.1 0.0 0.025 TL 5.75 PV Pipe: 25 268.9 4.310 PL 10.17 PF 0.2 9 9.5 0.0 49.1 0.0 5.9 120 FTG ---- PE 0.0 10 9.5 0.0 48.9 0.0 0.016 TL 10.17 PV Pipe: 26 201.0 4.310 PL 9.42 PF 0.1 10 9.5 0.0 48.9 0.0 4.4 120 FTG ---- PE 0.0 11 9.5 0.0 48.8 0.0 0.010 TL 9.42 PV Pipe: 27 135.7 4.310 PL 10.00 PF 0.0 11 9.5 0.0 48.8 0.0 3.0 120 FTG ---- PE 0.0 12 9.5 0.0 48.8 0.0 0.005 TL 10.00 PV Pipe: 28 69.0 4.310 PL 10.00 PF 0.0 12 9.5 0.0 48.8 0.0 1.5 120 FTG ---- PE 0.0 13 9.5 0.0 48.7 0.0 0.001 TL 10.00 PV Pipe: 29 500.5 4.310 PL 15.00 PF 2.1 2 9.5 0.0 55.6 0.0 11.0 120 FTG 3L PE 0.0 14 535 0.0 0.052 TL 40.09 PV Pipe: 30 432.9 4.310 PL 6.25 PF 0.2 14 9.5 0.0 53.5 0.0 9.5 120 FTG ---- PE 0.0 15 9.5 0.0 53.3 0.0 0.039 TL 6.25 PV Pipe: 31 365.5 4.310 PL 10.00 PF 0.3 15 9.5 0.0 53.3 0.0 8.0 120 FTG PE 0.0 16 9.5 0.0 53.0 0.0 0.029 TL 10.00 PV Pipe: 32 301.3 4.310 PL 9.75 PF 0.2 16 9.5 0.0 53.0 0.0 6.6 120 FTG ---- PE 0.0 17 9.5 0.0 52.8 0.0 0.020 TL 9.75 PV Pipe: 33 250.0 4.310 PL 9.00 PF 0.1 17 9.5 0.0 52.8 0.0 5.5 120 FTG ---- PE 0.0 18 9.5 0.0 52.7 0.0 0.014 TL 9.00 PV Pipe: 34 200.9 4.310 PL 4.00 PF 0.0 18 9.5 0.0 52.7 0.0 4.4 120 FTG ---- PE 0.0 29 9.5 0.0 52.6 0.0 0.010 TL 4.00 PV Pipe: 35 150.1 4.310 PL 9.00 PF 0.1 19 9.5 0.0 52.6 0.0 3.3 120 FTG PE 0.0 20 9.5 0.0 52.6 0.0 0.006 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 99.9 4.310 FL 7.33 PF 0.0 20 9.5 0.0 52.6 0.0 2.2 120 FTG ---- FE 0.0 21 9.5 0.0 52.6 0.0 0.003 TL 7.33 PV Pipe: 37 49.9 4.310 FL 10.00 PF 0.0 21 9.5 0.0 52.6 0.0 1.1 120 FTG ---- FE 0.0 22 9.5 0.0 52.6 0.0 0.001 TL 10.00 PV Pipe: 38 -431.5 4.310 FL 10.00 PF 0.4 23 9.5 0.0 42.3 0.0 9.5 120 FTG ---- FE 0.0 24 9.5 0.0 42.7 0.0 0.039 TL 10.00 PV Pipe: 39 -364.8 4.310 FL 10.00 PF 0.3 24 9.5 0.0 42.7 0.0 8.0 120 FTG ---- FE 0.0 25 9.5 0.0 43.0 0.0 0.029 TL 10.00 PV Pipe: 40 -299.5 4.310 FL 9.42 PF 0.2 25 9.5 0.0 43.0 0.0 6.6 120 FTG ---- FE 0.0 26 9.5 0.0 43.2 0.0 0.020 TL 9.42 PV Pipe: 41 -284.2 4.310 FL 10.42 PF 0.2 26 9.5 0.0 43.2 0.0 6.3 120 FTG ---- FE 0.0 27 9.5- 00 43.4 0.0 0018 TL 10.42 p Pipe: 42 -266.9 4.310 FL 5.50 PF 0.1 27 9.5 0.0 43.4 0.0 5.9 120 FTG ---- PE 0.0 28 9.5 0.0 43.5 0.0 0.016 TL 5.50 PV Pipe: 43 -252.6 4.310 FL 8.50 PF 0.1 28 9.5 0.0 43.5 0.0 5.6 120 FTG ---- PE 0.0 29 9.5 0.0 43.6 0.0 0.015 TL 8.50 PV Pipe: 44 -236.3 4.310 FL 10.50 PF 0.1 29 9.5 0.0 43.6 0.0 5.2 120 FTG ---- FE 0.0 30 9.5 0.0 43.7 0.0 0.013 TL 10.50 PV Pipe: 45 -170.8 4.310 FL 9.75 PF 0.1 30 9.5 0.0 43.7 0.0 3.8 120 FTG ---- PE 0.0 31 9.5 0.0 43.8 0.0 0.007 TL 9.75 PV Pipe: 46 -76.7 4.310 FL 10.00 PF 0.0 31 9.5 0.0 43.8 0.0 1.7 120 FTG ---- FE 0.0 32 9.5 0.0 43.8 0.0 0.002 TL 20.00 PV Pipe: 47 -1.4 4.310 FL 13.00 PF 0.0 32 9.5 0.0 43.8 0.0 0.0 120 FTG 2L FE 0.0 33 9.5 0.0 43.8 0.0 0.000 TL 29.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 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 -150.1 4.310 PL 9.50 PF 0.1 33 9.5 0.0 43.8 0.0 3.3 120 FTG ---- PE 0.0 34 9.5 0.0 43.9 0.0 0.006 TL 9.50 PV Pipe: 49 -327.4 4.310 PL 9.50 PF 0.2 34 9.5 0.0 43.9 0.0 7.2 120 FTG ---- PE 0.0 35 9.5 0.0 44.1 0.0 0.024 TL 9.50 PV Pipe: 50 -500.5 4.310 PL 3.00 PF 0.2 35 9.5 0.0 44.1 0.0 11.0 120 FTG ---- FE 0.0 36 9.5 0.0 44.2 0.0 0.052 TL 3.00 PV Pipe: 51 -500.5 4.310 FL 3.67 PF 2.1 36 9.5 0.0 44.2 0.0 11.0 120 FTG TL PE 0.0 37 9.5 0.0 46.3 0.0 0.052 TL 39.91 PV Pipe: 52 -432.9 4.310 PL 6.25 PF 0.2 37 9.5 0.0 46.3 0.0 9.5 120 FTG ---- FE 0.0 . 38 9.5 0.0 46.5 0.0 0.039 TL 6.25 PV Pipe: 53 -365.5 4.310 PL 10.00 PF 0.3 38 9.5 0.0 46.5 0.0 8.0 120 FTG ---- PE 0.0 -39 - 9.5 0.0 46.8 0.0 0.029 TL 10.00 PV Pipe: 54 -301.3 4.310 FL 25.10 PF 1.4 39 9.5 0.0 46.8 0.0 6.6 120 FTG 5L FE 0.0 40 9.5 0.0 48.2 0.0 0.020 TL 66.91 PV Pipe: 55 -250.0 4.310 FL 9.00 PF 0.1 40 9.5 0.0 48.2 0.0 5.5 120 FTG ---- FE 0.0 41 9.5 0.0 48.3 0.0 0.014 TL 9.00 PV Pipe: 56 -200.9 4.310 FL 4.00 FE' 0.0 41 9.5 0.0 48.3 0.0 4.4 120 FTG ---- FE 0.0 42 - 9.5 0.0 48.4 0.0 0.010 TL 4.00 PV Pipe: 57 -150.1 4.310 FL 9.00 PF 0.1 42 9.5 0.0 48.4 0.0 3.3 120 FTG ---- FE 0.0 43 9.5 0.0 48.4 0.0 0.006 TL 9.00 PV Pipe: 58 -99.9 4.310 FL 7.33 PF 0.0 43 9.5 0.0 48.4 0.0 2.2 120 FTG ---- FE 0.0 44 9.5 0.0 48.4 0.0 0.003 TL 7.33 PV Pipe: 59 -49.9 4.310 FL 10.00 PF 0.0 44 9.5 0.0 48.4 0.0 1.1 120 FTG ---- PE 0.0 45 9.5 0.0 48.4 0.0 0.001 TL 10.00 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 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: 60 500.5 4.310 PL 8.67 PF 0.9 23 9.5 0.0 42.3 0.0 11.0 120 FTG L PE 0.0 46 9.5 0.0 41.4 0.0 0.052 TL 17.03 PV Pipe: 61 357.6 4.310 FL 17.50 PF 0.9 46 9.5 0.0 41.4 0.0 7.9 120 FTG 2L PE 0.0 47 9.5 0.0 40.5 0.0 0.028 TL 34.22 PV Pipe: 62 173.6 4.310 PL 4.50 PF 0.0 47 9.5 0.0 40.5 0.0 3.8 120 FTG ---- FE 0.0 48 9.5 0.0 40.5 0.0 0.007 TL 4.50 PV Pipe: 63 69.0 2.203 PL 158.00 PF 6.4 13 9.5 0.0 48.7 0.0 5.8 120 FTG 2T PE 0.0 23 9.5 0.0 42.3 0.0 0.035 TL 185.28 PV Pipe: 64 66.8 2.203 PL 158.00 PF 6.0 12 9.5 0.0 48.8 0.0 5.6 120 FTG 2T PE 0.0 24 9.5 0.0 42.7 0.0 0.033 TL 185.28 PV Pipe: 65 65.3 2.203 FL 158.00 PF 5.8 11 - 9.5 0.0 48.8 0.0 5.5 120 FTG 2T FE 0.0 25 9.5 0.0 43.0 0.0 0.031 TL 185.28 PV Pipe: 66 67.9 2.203 PL 155.00 PF 5.7 10 9.5 0.0 48.9 0.0 5.7 120 FTG T PE 0.0 105 9.5 8.0 43.2 52.6 0.034 TL 268.64 PV Pipe: 67 15.3 2.203 PL 3.00 FE' 0.0 105 9.5 8.0 43.2 52.6 1.3 120 FTG T PE 0.0 26 9.5 0.0 43.2 0.0 0.002 TL 16.64 PV Pipe: 68 67.6 2.203 PL 155.00 FE' 5.6 9 9.5 0.0 49.1 0.0 5.7 120 FTG T FE 0.0 1.4 9.5 0.0 43.4 0.0 0.033 TL 168.64 PV Pipe: 69 17.3 2.203 FL 3.00 PF 0.0 1.4 9.5 0.0 43.4 0.0 1.5 120 FTG T PE 0.0 27 9.5 0.0 43.4 0.0 0.003 TL 16.64 PV Pipe: 70 50.3 1.080 FL 0.50 PF 3.9 1.4 9.5 0.0 43.4 0.0 17.6 120 FTG T FE 0.0 204 9.5 8.0 39.5 50.3 0.622 TL 6.26 PV Pipe: 71 67.0 2.203 FL 155.50 FE' 5.7 8 9.5 0.0 49.2 0.0 5.6 120 FTG TL PE 0.0 103 9.5 8.0 43.5 52.8 0.033 TL 173.23 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA l-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area I Revised, .40/2000 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: 72 14.3 2.203 PL 3.50 PF 0.0 103 9.5 8.0 43.5 52.8 1.2 120 FTG TL PE 0.0 28 9.5 0.0 43.5 0.0 0.002 TL 21.23 PV Pipe: 73 69.1 2.203 PL 155.00 PF 5.9 7 9.5 0.0 49.5 0.0 5.8 120 FTG T PE 0.0 102 9.5 8.0 43.6 52.8 0.035 TL 168.64 PV Pipe: 74 16.3 2.203 PL 3.00 PF 0.0 102 9.5 8.0 43.6 52.8 1.4 120 FTG T PE 0.0 29 9.5 0.0 43.6 0.0 0.002 TL 16.64 PV Pipe: 75 65.6 2.203 PL 157.00 PF 5.6 6 9.5 0.0 49.9 0.0 5.5 120 FTG T2L PE 0.0 101 9.5 0.0 44.3 0.0 0.032 TL 178.82 PV Pipe: 76 65.6 2.203 PL 3.00 PF 0.5 101 9.5 0.0 44.3 0.0 5.5 120 FTG T PE 0.0 30 9.5 0.0 43.7 0.0 0.032 TL 16.64 PV Pipe: 77 45.5 2.203 PL 112.00 PF 2.1 5 9.5 0.0 50.5 0.0 3.8 120 FTG TL PE 0.0 1.5 9.5 0.0 48.4 0.0 0.016 TL 129.73 PV - Pipe: 78 48.5 2.203 PL 112.50 PF 2.4 4 9.5 0.0 50.8 0.0 4.1 120 FTG TL PE 0.0 1.5 9.5 0.0 48.4 0.0 0.018 TL 130.23 PV Pipe: 79 94.0 2.203 PL 47.67 PF 4.6 1.5 9.5 0.0 48.4 0.0 7.9 120 FTG 2T PE 0.0 31 9.5 0.0 43.8 0.0 0.061 TL 74.95 PV Pipe: 80 75.4 2.203 PL 158.00 PF 7.6 3 9.5 0.0 51.4 0.0 6.3 120 FTG 2T PE 0.0 32 .. 9.5 0.0 43.8 0.0 0.041 TL 185.28 PV Pipe: 81 67.6 2.203 PL 177.17 PF 7.2 14 9.5 0.0 53.5 0.0 5.7 120 FTG 2T3L PE 0.0 37 9.5 0.0 46.3 0.0 0.033 TL 216.72 PV Pipe: 82 67.4 2.203 PL 176.00 PF 6.7 15 9.5 0.0 53.3 0.0 5.7 120 FTG 2T PE 0.0 38 9.5 0.0 46.5 0.0 0.033 TL 203.28 PV Pipe: 83 64.2 2.203 PL 176.00 PF 6.2 16 9.5 0.0 53.0 0.0 5.4 120 FTG 2T PE 0.0 39 9.5 0.0 46.8 0.0 0.030 TL 203.28 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 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: 84 51.3 2.203 PL 191.00 PF 4.6 17 9.5 0.0 52.8 0.0 4.3 120 FTG 2T3L FE 0.0 40 9.5 0.0 48.2 0.0 0.020 TL 230.55 PV Pipe: 85 49.1 2.203 PL 191.00 PF 4.4 18 9.5 0.0 52.7 0.0 4.1 120 FTG 3TL PE 0.0 41 9.5 0.0 48.3 0.0 0.018 TL 236.01 PV Pipe: 86 50.9 2.203 PL 190.00 PF 4.3 19 9.5 0.0 52.6 0.0 4.3 120 FTG 2T FE 0.0 42 9.5 0.0 48.4 0.0 0.020 TL 217.28 PV Pipe: 87 50.2 2.203 PL 190.00 PF 4.2 20 9.5 0.0 52.6 0.0 4.2 120 FTG 2T FE 0.0 43 9.5 0.0 48.4 0.0 0.019 TL 217.28 PV Pipe: 88 50.0 2.203 PL 190.00 PF 4.1 21 9.5 0.0 52.6 0.0 4.2 120 FTG 2T FE 0.0 44 9.5 0.0 48.4 0.0 0.019 TL 217.28 PV Pipe: 89 49.9 2.203 PL 190.00 PF 4.1 22 9.5 0.0 52.6 0.0 4.2 120 FTG 2T PE 0.0 45 9.5 :0.0 .48.4--- 0.0. 0.019 TL 217.28 PV Pipe: 90 148.7 2.203 FL 16.50 PF 4.9 33 9.5 0.0 43.8 0.0 12.5 120 FTG TL PE 0.0 106 9.5 0.0 38.9 0.0 0.143 TL 34.23 PV Pipe: 91 148.7 2.203 PL 10.00 PF 1.4 106 9.5 0.0 38.9 0.0 12.5 120 FTG ---- FE 0.0 107 9.5 8.0 37.5 49.0 0.143 TL 10.00 PV Pipe: 92 99.7 2.203 FL 10.00 PF 0.7 107 9.5 8.0 37.5 49.0 8.4 120 FTG ---- FE 0.0 108 9.5 8.0 36.8 48.5 0.069 TL 10.00 PV Pipe: 93 51.2 2.203 PL 10.00 PF 0.2 108 9.5 8.0 36.8 48.5 4.3 120 FTG ---- PE 0.0 109 9.5 8.0 36.6 48.4 0.020 TL 10.00 PV Pipe: 94 2.8 2.203 FL 10.00 PF 0.0 109 9.5 8.0 36.6 48.4 0.2 120 FTG ---- FE 0.0 110 9.5 8.0 36.6 48.4 0.000 TL 10.00 PV Pipe: 95 -45.6 2.203 FL 10.00 PF 0.2 110 9.5 8.0 36.6 48.4 3.8 120 FTG ---- FE 0.0 111 9.5 8.0 36.7 48.5 0.016 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 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: 96 -94.1 2.203 FL 10.00 PF 0.6 111 9.5 8.0 36.7 48.5 7.9 120 FTG ---- FE 0.0 112 9.5 8.0 37.4 48.9 0.062 TL 10.00 PV Pipe: 97 -143.0 2.203 PL 17.00 PF 4.1 112 9.5 8.0 37.4 48.9 12.0 120 FTG T FE 0.0 46 9.5 0.0 41.4 0.0 0.133 TL 30.64 PV Pipe: 98 177.4 2.203 FL 16.50 PF 6.8 34 9.5 0.0 43.9 0.0 14.9 120 FTG TL PE 0.0 1.13 9.5 0.0 37.1 0.0 0.199 TL 34.23 PV Pipe: 99 177.4 2.203 FL 10.00 PF 2.0 1.13 9.5 0.0 37.1 0.0 14.9 120 FTG ---- FE 0.0 1.14 9.5 0.0 35.1 0.0 0.199 TL 10.00 PV Pipe: 100 132.2 2.203 FL 10.00 PF 1.2 1.14 9.5 0.0 35.1 0.0 11.1 120 FTG ---- FE 0.0 1.15 9.5 0.0 33.9 0.0 0.115 TL 10.00 PV Pipe: 101 44.7 2.203 PL 10.00 PF 0.2 1.15 9.5 0.0 33.9 0.0 3.8 120 FTG ---- PE 0.0 1.17 9.5 -0.0 33.8 0.,0 0.016 TL 10.00 FV.:. - Pipe: 102 -42.7 2.203 FL 10.00 PF 0.1 1.17 9.5 0.0 33.8 0.0 3.6 120 FTG ---- FE 0.0 119 9.5 8.0 33.9 46.6 0.014 TL 10.00 PV Pipe: 103 -89.3 2.203 FL 10.00 PF 0.6 119 9.5 8.0 33.9 46.6 7.5 120 FTG ---- FE 0.0 120 9.5 8.0 34.5 47.0 0.056 TL 10.00 PV Pipe: 104 -136.2 2.203 FL 10.00 PF 1.2 120 9.5 8.0 34.5 47.0 11.5 120 FTG ---- FE 0.0 121 9.5 8.0 35.7 47.8 0.122 TL 10.00 PV Pipe: 105 -184.0 2.203 PL 9.00 PF 4.8 121 9.5 8.0 35.7 47.8 15.5 120 FTG T FE 0.0 47 9.5 0.0 40.5 0.0 0.213 TL 22.64 PV Pipe: 106 0.0 1.080 FL 0.50 PF 0.0 1.13 9.5 0.0 37.1 0.0 0.0 120 FTG T PE 0.0 113 9.5 0.0 37.1 0.0 0.000 TL 6.26 PV Pipe: 107 45.2 1.080 FL 0.50 PF 3.2 1.14 9.5 0.0 35.1 0.0 15.8 120 FTG T FE 0.0 114 9.5 8.0 31.9 45.2 0.510 TL 6.26 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 108 43.9 1.080 FL 2.00 PF 3.8 1.15 9.5 0.0 33.9 0.0 15.4 120 FTG T FE 0.0 115 9.5 8.0 30.2 43.9 0.484 TL 7.76 PV Pipe: 109 43.6 1.080 PL 3.00 PF 4.2 1.15 9.5 0.0 33.9 0.0 15.3 120 FTG T PE 0.0 116 9.5 8.0 29.7 43.6 0.478 TL 8.76 PV Pipe: 110 43.8 1.080 FL 2.00 PF 3.7 1.17 9.5 0.0 33.8 0.0 15.4 120 FTG T FE 0.0 117 9.5 8.0 30.0 43.8 0.482 TL 7.76 PV Pipe: 111 43.5 1.080 PL 3.00 PF 4.2 1.17 9.5 0.0 33.8 0.0 15.2 120 FTG T PE 0.0 118 9.5 8.0 29.6 43.5 0.476 TL 8.76 PV Pipe: 112 173.1 2.203 FL 17.50 PF 7.5 35 9.5 0.0 44.1 0.0 14.6 120 FTG T2L PE 0.0 122 9.5 0.0 36.6 0.0 0.190 TL 39.32 PV Pipe: 113 173.1 2.203 FL 2.00 PF 3.0 122 9.5 0.0 36.6 0.0 14.6 120 FTG T FE 0.0 1.23 -g-.--s----o:o 33.6 0.0 0.190 TL 15.64 PV Pipe: 114 173.1 2.203 FL 10.00 PF 1.9 1.23 9.5 0.0 33.6 0.0 14.6 120 FTG ---- FE 0.0 1.25 9.5 0.0 31.7 0.0 0.190 TL 10.00 PV Pipe: 115 90.7 2.203 FL 9.50 PF 0.5 1.25 9.5 0.0 31.7 0.0 7.6 120 FTG FE 0.0 1.27 9.5 0.0 31.2 0.0 0.058 TL 9.50 PV Pipe: 116 50.4 2.203 FL 0.50 PF 0.0 1.27 9.5 0.0 31.2 0.0 4.2 120 FTG ---- FE 0.0 128 9.5 8.0 31.2 44.7 0.019 TL 0.50 PV Pipe: 117 5.7 2.203 FL 10.00 PF 0.0 128 9.5 8.0 31.2 44.7 0.5 120 FTG ---- FE 0.0 129 9.5 8.0 31.2 44.7 0.000 TL 10.00 PV Pipe: 118 -38.9 2.203 FL 13.00 PF 0.2 129 9.5 8.0 31.2 44.7 3.3 120 FTG L FE 0.0 130 9.5 8.0 31.4 44.8 0.012 TL 17.09 PV Pipe: 119 -83.7 2.203 FL 10.50 PF 0.7 130 9.5 8.0 31.4 144.8 7.0 120 FTG IL FE 0.0 131 9.5 8.0 32.1 45.3 0.050 TL 14.59 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 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: 120 -129.1 2.203 PL 16.00 PF 4.0 131 9.5 8.0 32.1 45.3 10.9 120 FTG 5L PE 0.0 1.32 9.5 0.0 36.1 0.0 0.110 TL 36.46 PV Pipe: 121 -173.6 2.203 PL 9.00 PF 4.3 1.32 9.5 0.0 36.1 0.0 14.6 120 FTG T PE 0.0 48 9.5 0.0 40.5 0.0 0.191 TL 22.64 PV Pipe: 122 0.0 2.203 PL 7.00 PF 0.0 1.23 9.5 0.0 33.6 0.0 0.0 120 FTG 4L PE 0.0 123 9.5 0.0 33.6 0.0 0.000 TL 23.37 PV Pipe: 123 0.0 2.203 PL 6.00 PF 0.0 123 9.5 0.0 33.6 0.0 0.0 120 FTG ---- PE 0.0 124 9.5 0.0 33.6 0.0 0.000 TL 6.00 PV Pipe: 124 42.3 1.080 PL 2.50 PF 3.7 1.25 9.5 0.0 31.7 0.0 14.8 120 FTG T PE 0.0 125 9.5 8.0 28.0 42.3 0.452 TL 8.26 PV Pipe: 125 40.0 1.080 PL 8.50 PF 6.7 1.25 9.5 0.0 31.7 0.0 14.0 120 FTG ET PE 0.0 .126 9.5 8.0 25.0 40.0 0.47-TL 16.57 PV Pipe: 126 40.3 1.080 PL 6.00 PF 5.8 1.27 9.5 0.0 31.2 0.0 14.1 120 FTG ET PE 0.0 .127 9.5 8.0 25.4 40.3 0.413 TL 14.07 PV Pipe: 127 44.5 1.080 PL 2.50 PF 5.2 1.32 9.5 0.0 36.1 0.0 15.6 120 FTG ET PE 0.0 132 9.5 8.0 30.9 44.5 0.495 TL 10.57 PV NOTES: Calculations were performed by the HSS 7.6 computer program under license no. 16080621 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 0.068 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.6 ft/sec at pipe 70. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised,-.40/2000 (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 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 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 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 8.510 24.60 47.84 17.77 61.51 16.40 5.47 42.37 42.37 47.84 11.734 47.47 107.88 34.52 118.67 40.99 10.79 79.83 79.83 107.88 C C (N C C C C C C C C - C 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 C IC IC' C C C• C C C C C C C C) C Co (N ,-1 0W r) JZ C 10 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 10/2/2007RESSI RANCH CALCS\BRESSI RANCH, BLDG A, AREA 1-REVISED.SDF JOB TITLE: Bressi Ranch Building A 1st Floor , Area 1 Revised, .40/2000 WATER SUPPLY CURVE 96+ 88+ *\\\\\\\\\\\\\\\\\\ I \\\\\\\\\\\\\\\\\\\ * <-81.0 psi @ 1500 gpm 80+ Flow TOst Point x 72+ P 64+ R E I S I S56+ U I R 1 E I 48+ P I S I 40+ 32+ 24+ 16+ LEGEND 'V X = Required Water Supply I 73.23 psi @ 1708.2 gpm 8+ I 0 = Available Water Supply " 79.78 psi @ 1708.2 gpm TI 0 ------------------------ -+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 * CPS FIRE PROTECTION, INC. 417 VERNON WAY EL CAJON, CA 92020 LICENSE 4C16-684659 HYDRAULIC CALCULATIONS FOR BRESSI RANCH SELF STORAGE CAMPBELL PLACE CARLSBAD, CA BUILDING A SECOND FLOOR, AREA 2 - REVISED FILE NUMBER: BRESSI RANCH, BLDG A, AREA 2 - ORIGINAL LOCATION.SDF DATE: 10/3/07 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE BOR): SPRINKLER K-FACTOR 'ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: EXTRA HAZARD GRP. II .40 gpm/sq. ft. 2000 sq.ft. 28 sprinklers 1250.3 gpm 11750.3 gpm (500 gpm Hose Allow) 1250.3 gpm @ 66.6 psi Mus CPS FIRE PROTECTION CITY OF CARLSBAD FIRE DEPARTMENT TevA7iZ'R FLOW NAILABILITY DATA: STATIC: 95 psi (35.5 '@ 90%) RESIDUAL: 90 psi (81.0 @ 90%) FLOW: 2,500 gpm SOURCE: CPS FIRE PROTECTION FLOW TEST - 5/17/07 WITNESSED BY CARLSBAD FIRE DEPARTMENT CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. APPROVE$UBMITTED ATLANTA, GA CARLSBADIIRARTMENT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.5 81.0 1500.0 79.5 1750.3 76.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1750.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM LOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1250.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT SRC 10.0 SOURCE 8" -1.0 - - - - HYD1 -1.0 -b2 B2 -1.0 - - - - HYD3 -1.0 B3 -1.0 - - - - HID4 -1.0 A -1.0 HOSE STREAM RPAIN 3.0 RPAOUT 3.0 - - - - DIP -1.0 BOR 1.0 1ST 9.5 - - - - 2ND 19.5 1STA 9.5 2NDA 19.5 1 9.5 2 9.5 3 9.5 - - - - 4 9.5 5 9.5 6 9.5 7 9.5 - - - - 8 9.5 9 9.5 10 9.5 - - - - 11 9.5 - - - - 12 9.5 - - - - PRESSURE DISCHARGE (PS1 76.6 1750.3 80.4 - - - 80.3 - - - 80.2 - - - 79.9 79.6 - - - 79.6 - - - 79.3 - - - 79.3 - - - 79.0 500.0 76.2 - - - 67.2 - - - 67.9 - - - 62.5 - - - 57.9 60.5 56.0 - - - 62.4 - - - 62.3 62.1 - - - 62.1 - - - 62.1 62.0 - - - 62.0 62.0 62.0 - - - 62.0 62.0 62.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 13 9.5 - - - - 62.0 - - - 14 9.5 - - - - 62.2 - - - 15 9.5 - - - - 62.2 16 9.5 - - - - 62.1 - - - 17 9.5 - - - - 62.1 - - - 18 9.5 - - - - 62.1 - - - 19 9.5 - - - - 62.1 - - - 20 9.5 - - - - 62.1 21 9.5 - - - - 62.1 - - - 22 9.5 - - - - 62.1 - - - 23 9.5 - - - - 61.7 - - - 24 9.5 - - - - 61.7 - - - 25 9.5 - - - - 61.7 - - - 26 9.5 - - - - 61.7 - - - 27 9.5 - - - - 61.7 - - - 28 9.5 - - - - 61.7 - - - 29 9.5 - - - - 61.7 - - - 30. 9.5 ---- 61.7 31 9.5 - - - - 61.7 - - - 32 9.5 - - - - 61.6 - - - 33 9.5 - - - - 61.5 - - - 34 9.5 - - - - 61.5 - - - 95 36 9.5 - - -- 61.4 - - - 37 9.5 - - - - 61.6 - - - 38 9.5 - - - - 61.6 - - - 39 9.5 - - - - 61.7 - - - 40 9.5 - - - - 61.8 - - - 41 9.5 - - - - 61.8 - - - 42 9.5 - - - - 61.8 - - - 43 9.5 - - - - 61.8 - - - 44 9.5 - - - - 61.8 - - - 45 9.5 - - - - 61.8 46 9.5 - - - - 61.7 - - - 47 9.5 - - - - 61.7 - - - 48 9.5 - - - - 61.7 - - - 1.4 9.5 - - - - 61.7 - - - 1.5 9.5 - - - - 61.9 - - - 1.13 9.5 - - - - 61.6 - - - 1.14 9.5 - - - - 61.6 - - - 1.15 9.5 - - - - 61.6 - - - 1.17 9.5 - - - - 61.6 - - - 1.23 9.5 - - - - 61.5 - - - 1.25 9.5 - - - - 61.5 - - - 1.27 9.5 - - - - 61.6 - - - 1.32 9.5 - - - - 61.6 - - - 101 9.5 - - - - 61.7 - - - 102 9.5 - - - - 61.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 103 9.5 - - - - 61.7 - - - 104 9.5 - - - - 61.7 - - - 105 9.5 - - - - 61.7 106 9.5 - - - - 61.6 - - - 107 9.5 - - - - 61.6 - - - 108 9.5 - - - - 61.6 - - - 109 9.5 - - - - 61.6 - - - 110 9.5 - - - - 61.6 111 9.5 - - - - 61.6 - - - 112 9.5 - - - - 61.6 - - - 113 9.5 - - - - 61.6 - - - 114 9.5 - - - - 61.6 - - - 115 9.5 - - - - 61.6 116 9.5 - - - - 61.6 - - - 117 9.5 - - - - 61.6 - - - 118 9.5 - - - - 61.6 - - - 119 9.5 - - - - 61.6 - - - 120 9.5 - - - - 61.6 121 9.5 - - - - 61.6 - - - 122 9.5 - - - - 61.5 - - - 123 9.5 - - - - 61.5 - - - 124 9.5 - - - - 61.5 - - - 125 61.5- --- 126 9.5 - - - - 61.5 - - - 127 9.5 - - - - 61.6 - - - 128 9.5 - - - - 61.6 - - - 129 9.5 - - - - 61.6 - - - 130 9.5 - - - - €1.6 131 9.5 - - - - 61.6 - - - 132 9.5 - - - - 61.6 - - - 203 19.5 - - - - 56.1 - - - 204 19.5 - - - - 52.5 - - - 205 19.5 - - - - 52.0 206 19.5 - - - - 51.2 - - - 207 19.5 - - - - 50.5 - - - 208 19.5 - - - - 49.7 - - - 209 19.5 - - - - 49.3 - - - 210 19.5 - - - - 48.5 211 19.5 - - - - 47.7 - - - 212 19.5 - - - - 47.1 - - - 213 19.5 - - - - 46.4 - - - 214 19.5 - - - - 45.8 - - - 215 19.5 - - - - 45.7 216 19.5 - - - - 45.6 - - - 217 19.5 - - - - 55.7 - - - 218 19.5 - - - - 55.7 - - - 219 19.5 - - - - 55.6 - - - 220 19.5 - - - - 55.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF J08 TITLE: Bress! Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 221 19.5 - - - - 55.6 222 19.5 - - - - 55.6 223 19.5 - - - - 55.6 - - - 224 19.5 - - - - 55.6 225 19.5 - - - - 55.6 226 19.5 - - - - 55.6 227 19.5 - - - - 55.5 - - - 228 19.5 - - - - 55.0 229 19.5 - - - - 54.5 230 19.5 - - - - 54.5 231 19.5 - - - - 54.5 232 19.5 - - - - 54.5 233 19.5 - - - - 54.5 234 19.5 - - - - 54.4 235 19.5 - - - - 54.3 - 236 19.5 - - - - 54.3 - - - 237 19.5 - - - - 54.1 238 19.5 - - - - 52.5 239 19:5 - - - - 50.6 - - - 240 19.5 - - - - 50.1 - - - 241 19.5 - - - - 49.7 - - - 242 19.5 - - - - 49.2 - - - 243 19.5. - - - _49.0 - - - 244 19.5 - - - - 48.3 - - - 245 19.5 - - - - 47.6 - - - 246 19.5 - - - - 47.2 - - - 247 19.5 - - - - 46.6 - - - 248 19.5 - - - - 46.2 - - - 249 19.5 - - - - 46.0 - - - 250 19.5 - - - - 46.0 - - - 2.1 19.5 K= 8.00 36.3 48.2 2.2 19.5 K= 8.00 35.6 47.7 2.3 19.5 K= 8.00 35.4 47.6 2.4 19.5 K= 8.00 35.4 47.6 2.5 19.5 K= 8.00 35.5 47.7 2.6 19.5 K= 8.00 36.0 48.0 2.7 19.5 K= 8.00 35.9 48.0 2.8 19.5 K= 8.00 35.2 475 2.9 19.5 K= 8.00 35.0 47.3 2.10 19.5 K= 8.00 35.0 47.3 2.11 19.5 K= 8.00 35.1 47.4 2.12 19.5 K= 8.00 35.7 47.8 2.13 19.5 K= 8.00 35.3 47.6 2.14 19.5 K= 8.00 34.6 47.1 2.15 19.5 K= 8.00 34.4 46.9 2.16 19.5 K= 8.00 34.4 46.9 2.17 19.5 K= 8.00 34.5 47.0 2.18 19.5 K= 8.00 35.1 47.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 2.19 19.5 K= 8.00 26.9 41.5 2.20 19.5 K= 8.00 25.0 40.0 2.21 19.5 K= 8.00 24.2 39.3 2.22 19.5 K= 8.00 23.9 39.1 2.23 19.5 K= 8.00 23.8 39.0 2.24 19.5 K= 8.00 23.8 39.0 2.25 19.5 K= 8.00 23.8 39.0 2.2€ 19.5 K= 8.00 23.9 39.1 2.27 19.5 K= 8.00 24.3 39.4 2.28 19.5 K= 8.00 25.0 40.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1750.3 11.734 FL 85.00 PF 1.0 SRC 10.0 SRCE 76.6 (N/A) 5.2 150 FTG T2LG PE 4.8 8" -1.0 0.0 80.4 0.0 0.003 TL 368.65 PV Pipe: 2 425.8 8.044 FL 47.00 PF 0.1 8" -1.0 0.0 80.4 0.0 2.7 150 FTG 2L PE 0.0 HD1 -1.0 0.0 80.3 0.0 0.001 TL 87.82 PV Pipe: 3 425.8 8.044 FL 4.00 PF 0.0 HYD1 -1.0 0.0 80.3 0.0 2.7 150 FTG ---- FE 0.0 Bi -1.0 0.0 80.2 0.0 0.001 TL 4.00 PV Pipe: 4 425.8 8.044 FL 258.00 PF 0.3 BI -1.0 0.0 80.2 0.0 2.7 150 FTG L FE 0.0 HYD2 -2.0 0.0 79.9 0.0 0.001 TL 279.41 PV Pipe: 5 425.8 8.044 FL 225.00 PF 0.3 HYD2 -1.0 0.0 79.9 0.0 2.7 150 FTG 3L FE 0.0 B2 -1.0 0.0 79.6 0.0 0.001 TL 286.23 PV Pipe: 6 -• 425.8 8.044 FL -i0;O PF -0 B2 -1.0 0.0 79.6 0.0 2.7 150 FTG ---- FE 0.0 WD3 -1.0 0.0 79.6 0.0 0.001 TL 10.00 PV Pipe: 7 425.8 8.044 PL 212.00 PF 0.3 HYD3 -1.0 0.0 79.6 0.0 2.7 150 FTG L FE 0.0 33 -1.0 0.0 79.3 0.0 0.001 TL 232.41 PV Pipe: 8 425.8 8.044 PL 10.00 PF 0.0 B3 -1.0 0.0 79.3 0.0 2.7 150 FTG ---- FE 0.0 HYD4 -2.0 0.0 79.3 0.0 0.002 TL 20.00 PV Pipe: 9 425.8 8.044 FL 152.00 PF 0.2 HYD4 -1.0 0.0 79.3 0.0 2.7 150 FTG 2L FE 0.0 A -1.0 H.S. 79.0 500.0 0.001 TL 192.82 PV Pipe: 10 -1324.5 8.044 FL 80.00 PP 1.3 A -1.0 H.S. 79.0 500.0 8.4 150 FTG T FE 0.0 8" -1.0 0.0 80.4 0.0 0.010 TL 134.95 PV Pipe: 11 1250.3 8.044 FL 30.00 PF 1.1 A -1.0 H.S. 79.0 500.0 7.9 150 FTG T2L PE -1.7 RPAIN 3.0 0.0 76.2 0.0 0.009 TL 125.77 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUI'4. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 FIXED PRESSURE LOSS DEVICE RPAIN 3.0 0.0 76.2 0.0 9.0 psi, 1250.3 gpm RPPOUT 3.0 0.0 67.2 0.0 Pipe: 13 1250.3 8.044 FL 34.00 PF 1.0 RPAOUT 3.0 0.0 67.2 0.0 7.9 150 FTG 4L PE 1.7 DIP -1.0 0.0 67.9 0.0 0.009 TL 115.64 PV Pipe: 14 1250.3 8.510 PL 10.00 PF 0.4 DIP -1.0 0.0 67.9 0.0 7.1 140 FTG 2L PE -0.9 BOR 1.0 0.0 66.6 0.0 0.008 TL 57.27 PV Pipe: 15 1250.3 6.357 PL 8.50 PF 0.4 BOR 1.0 0.0 66.6 0.0 12.6 120 FTG ---- PE -3.7 1ST 9.5 0.0 62.5 0.0 0.042 TL 8.50 PV Pipe: 16 977.4 6.357 PL 10.00 PF 0.3 1ST 9.5 0.0 62.5 0.0 9.9 120 FTG ---- PE -4.3 2ND 19.5 0.0 57.9 0.0 0.027 TL 10.00 PV Pipe: 17 272.9 4.310 PL 10.00 PF 0.2 1STA 9.5 0.0 60.5 0.0 6.0 120 FTG ---- FE -4.3 2NDA - .:i9;5:O.0 --56.0 0.0 0.017TL -10.00 PV Pipe: 18 272.9 6.357 FL 4.00 PF 0.1 1ST 9.5 0.0 62.5 0.0 2.8 120 FTG T FE 0.0 1 9.5 0.0 62.4 0.0 0.003 TL 41.72 PV Pipe: 19 272.9 6.357 PL 19.33 PF 0.1 1 9.5 0.0 62.4 0.0 2.8 120 FTG L FE 0.0 2 9.5 0.0 62.3 0.0 0.003 TL 30.65 PV Pipe: 20 145.7 4.310 FL 7.00 PF 0.2 2 9.5 0.0 62.3 0.0 3.2 120 FTG TL FE 0.0 3 9.5 0.0 62.1 0.0 0.005 TL 43.24 PV Pipe: 21 128.6 4.310 PL 7.75 PF 0.0 3 9.5 0.0 62.1 0.0 2.8 120 FTG ---- FE 0.0 4 9.5 0.0 62.1 0.0 0.004 TL 7.75 PV Pipe: 22 117.9 4.310 FL 4.00 PF 0.0 4 9.5 0.0 62.1 0.0 2.6 120 FTG ---- FE 0.0 5 9.5 0.0 62.1 0.0 0.004 TL 4.00 PV Pipe: 23 107.7 4.310 FL 10.00 PF 0.0 5 9.5 0.0 62.1 0.0 2.4 120 FTG ---- FE 0.0 6 9.5 0.0 62.0 0.0 0.003 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) St.Th4. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 93.4 4.310 PL 8.50 PF 0.0 6 9.5 0.0 62.0 0.0 2.1 120 FTG ---- PE 0.0 7 9.5 0.0 62.0 0.0 0.002 TL 8.50 PV Pipe: 25 79.3 4.310 PL 8.50 PF 0.0 7 9.5 0.0 62.0 0.0 1.7 120 FTG ---- PE 0.0 8 9.5 0.0 62.0 0.0 0.002 TL 8.50 PV Pipe: 26 66.0 4.310 PL 5.75 PF 0.0 8 9.5 0.0 62.0 0.0 1.5 120 FTG ---- PE 0.0 9 9.5 0.0 62.0 0.0 0.002 TL 5.75 PV Pipe: 27 52.6 4.310 PL 10.17 PF 0.0 9 9.5 0.0 62.0 0.0 1.2 120 FTG ---- PE 0.0 10 9.5 0.0 62.0 0.0 0.001 TL 10.17 PV Pipe: 28 39.3 4.310 PL 9.42 PF 0.0 10 9.5. 0.0 62.0 0.0 0.9 120 FTG ---- PE 0.0 11 9.5 0.0 62.0 0.0 0.000 TL 9.42 PV Pipe: 29 26.2 4.310 PL 10.00 PF 0.0 11 9.5 0.0 62.0 0.0 0.6 120 FTG ---- PE 0.0 12 95O.0 62;0 O.:000--TL PV Pipe: 30 13.1 4.310 PL 10.00 PF 0.0 12 9.5 0.0 62.0 0.0 0.3 120 FTG ---- PE 0.0 23 9.5 0.0 62.0 0.0 0.000 TL 10.00 PV Pipe: 31 127.2 4.310 PL 15.00 PF 0.2 2 9.5 0.0 62.3 0.0 2.8 120 FTG 3L PE 0.0 14 9.5 0.0 62.2 0.0 0.004 TL 40.09 PV Pipe: 32 110.0 4.310 PL 6.25 PF 0.0 14 9.5 0.0 62.2 0.0 2.4 120 FTG ---- PE 0.0 15 9.5 0.0 62.2 0.0 0.003 TL 6.25 PV Pipe: 33 92.9 4.310 PL 10.00 PF 0.0 15 9.5 0.0 62.2 0.0 2.0 120 FTG ---- PE 0.0 16 9.5 0.0 62.1 0.0 0.002 TL 10.00 PV Pipe: 34 76.6 4.310 PL 9.75 PF 0.0 16 9.5 0.0 62.1 0.0 1.7 120 FTG ---- PE 0.0 17 9.5 0.0 62.1 0.0 0.002 TL 9.75 PV Pipe: 35 63.5 4.310 PL 9.00 PF 0.0 17 9.5 0.0 62.1 0.0 1.4 120 FTG ---- PE 0.0 18 9.5 0.0 62.1 0.0 0.001 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 51.1 4.310 PL 4.00 PF 0.0 18 9.5 0.0 62.1 0.0 1.1 120 FTG ---- FE 0.0 lB 9.5 0.0 62.1 0.0 0.001 TL 4.00 PV Pipe: 37 38.1 4.310 FL 9.00 PF 0.0 19 9.5 0.0 62.1 0.0 0.8 120 FTG ---- FE 0.0 20 9.5 0.0 62.1 0.0 0.000 TL 9.00 PV Pipe: 38 25.4 4.310 PL 7.33 PF 0.0 20 9.5 0.0 62.1 0.0 0.6 120 FTG ---- PE 0.0 21 9.5 0.0 62.1 0.0 0.000 TL 7.33 PV Pipe: 39 12.7 4.310 PL 10.00 PF 0.0 21 9.5 0.0 62.1 0.0 0.3 120 FTG ---- PE 0.0 22 9.5 0.0 62.1 0.0 0.000 TL 10.00 PV Pipe: 40 -21.6 4.310 FL 10.00 PF 0.0 23 9.5 0.0 61.7 0.0 0.5 120 FTG ---- FE 0.0 24 9.5 0.0 61.7 0.0 0.000 TL 10.00 PV Pipe: 41 -8.5 4.310 FL 10.00 PF 0.0 24 9.5 0.0 61.7 wo.o 0.2 120 FTG ---- PE 0.0 9;5 0.0 61.7 0.0 0.000 TL 10;0 Pipe: 42 4.6 4.310 FL 9.42 PF 0.0 25 9.5 0.0 61.7 0.0 0.1 120 FTG ---- FE 0.0 26 9.5 0.0 61.7 0.0 0.000 TL 9.42 PV Pipe: 43 17.9 4.310 FL 10.42 PF 0.0 26 9.5 0.0 61.7 0.0 0.4 120 FTG ---- FE 0.0 27 9.5 0.0 61.7 0.0 0.000 TL 10.42 PV Pipe: 44 31.3 4.310 FL 5.50 PF 0.0 27 9.5 0.0 61.7 0.0 0.7 120 FTG ---- FE 0.0 29 9.5 0.0 61.7 0.0 0.000 TL 5.50 ?V Pipe: 45 44.6 4.310 FL 8.50 PF 0.0 28 9.5 0.0 61.7 0.0 1.0 120 FTG ---- FE 0.0 29 9.5 0.0 61.7 0.0 0.001 TL 8.50 PV Pipe: 46 58.7 4.310 FL 10.50 PF 0.0 29 9.5 0.0 61.7 0.0 1.3 120 FTG ---- FE 0.0 30 9.5 0.0 62.7 0.0 0.002 TL 20.50 P17 Pipe: 47 73.0 4.310 FL 9.75 PF 0.0 30 9.5 0.0 61.7 0.0 1.6 120 FTG ---- FE 0.0 31 9.5 0.0 61.7 0.0 0.001 TL 9.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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 93.9 4.310 PL 10.00 PF 0.0 31 9.5 0.0 61.7 0.0 2.1 120 FTG ---- PE 0.0 32 9.5 0.0 61.6 0.0 0.002 TL 10.00 PV Pipe: 49 111.0 4.310 PL 13.00 PF 0.1 32 9.5 0.0 61.6 0.0 2.4 120 FTG 2L PE 0.0 33 9.5 0.0 61.5 0.0 0.003 TL 29.72 PV Pipe: 50 121.9 4.310 PL 9.50 PF 0.0 33 9.5 0.0 61.5 0.0 2.7 120 FTG ---- PE 0.0 34 9.5 0.0 62.5 0.0 0.004 TL 9.50 PV Pipe: 51 134.4 4.310 PL 9.50 PF 0.0 34 9.5 0.0 61.5 0.0 3.0 120 FTG ---- PE 0.0 35 9.5 0.0 61.5 0.0 0.005 TL 9.50 PV Pipe: 52 145.7 4.310 PL 3.00 PF 0.0 35 9.5 0.0 61.5 0.0 3.2 120 FTG ---- PE 0.0 36 9.5 0.0 61.4 0.0 0.005 TL 3.00 PV Pipe: 53 -127.2 4.310 PL 3.67 PF 0.2 36 9.5 0.0 61.4 0.0 2.8 120 FTG ITL PE 0.0 37 - 0-0.--- 0.004 TL 39.91 PV Pipe: 54 -110.0 4.310 PL 6.25 PF 0.0 37 9.5 0.0 61.6 0.0 2.4 120 FTG ---- PE 0.0 38 9.5 0.0 62.6 0.0 0.003 TL 6.25 PV Pipe: 55 -92.9 4.310 PL 10.00 PF 0.0 38 9.5 0.0 61.6 0.0 2.0 120 FTG ---- PE 0.0 39 9.5 0.0 61.7 0.0 0.002 TL 10.00 PV Pipe: 56 -76.6 4.310 PL 25.10 PF 0.1 39 9.5 0.0 61.7 0.0 1.7 120 FTG 5L PE 0.0 40 9.5 0.0 61.B 0.0 0.002 TL €6.91 ?V Pipe: 57 -63.5 4.310 PL 9.00 PF 0.0 40 9.5 0.0 61.8 0.0 1.4 120 FTG ---- PE 0.0 41 9.5 0.0 61.8 0.0 0.001 TL 9.00 PV Pipe: 58 -51.1 4.310 PL 4.00 PF 0.0 41 9.5 0.0 61.8 0.0 1.1 120 FTG ---- FE 0.0 42 9.5 0.0 61.8 0.0 0.002 TL 4.00 PV Pipe: 59 -38.1 4.310 PL 9.00 PF 0.0 42 9.5 0.0 61.8 0.0 0.8 120 FTG ---- FE 0.0 43 9.5 0.0 61.8 0.0 0.000 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 60 -25.4 4.310 PL 7.33 PF 0.0 43 9.5 0.0 61.8 0.0 0.6 120 FTG ---- PE 0.0 44 9.5 0.0 €1.8 0.0 0.000 TL 7.33 PV Pipe: 61 -12.7 4.310 PL 10.00 PF 0.0 44 9.5 0.0 61.8 0.0 0.3 120 FTG ---- PE 0.0 45 9.5 0.0 61.8 0.0 0.000 TL 10.00 PV Pipe: 62 272.9 4.310 PL 20.67 PF 1.0 36 9.5 0.0 61.4 0.0 6.0 120 FTG TL PE 0.0 1STA 9.5 0.0 60.5 0.0 0.017 TL 56.92 PV Pipe: 63 34.7 4.310 PL 8.67 PF 0.0 23 9.5 0.0 61.7 0.0 0.8 120 FTG L PE 0.0 46 9.5 0.0 61.7 0.0 0.000 TL 17.03 PV Pipe: 64 23.8 4.310 PL 17.50 PF 0.0 46 9.5 0.0 61.7 .0.0 0.5 12.0 FTG 2L PE 0.0 47 9.5 0.0 €1.7 0.0 0.000 TL 34.22 PV Pipe: 65 11.3 4.310 PL 4.50 PF 0.0 47 9.5 0.0 61.7 0.0 0.2 120 FTG ---- PE 0.0 48 61.7 0.0 - 0;000 TL 4.50PV - Pipe: 66 13.1 2.203 PL 158.00 PF 0.3 13 9.5 0.0 62.0 0.0 1.1 120 FTG 2T PE 0.0 23 9.5 0.0 61.7 0.0 0.002 TL 185.28 PV Pipe: 67 13.1 2:203 PL 158.00 PF 0.3 12 9.5 0.0 62.0 0.0 1.1 120 FTG 2T PE 0.0 24 9.5 0.0 61.7 0.0 0.002 TL 185.28 PV Pipe: 68 13.1 2.203 PL 158.00 PF 0.3 11 9.5 0.0 62.0 0.0 1.1 120 FTG 2T PE 0.0 25 9.5 0.0 61.7 0.0 0.002 TL 185.28 PV Pipe: 69 13.2 2.203 PL 155.00 PF 0.3 10 9.5 0.0 62.0 0.0 1.1 120 FTG T PE 0.0 105 9.5 0.0 61.7 0.0 0.002 TL 168.64 PV Pipe: 70 13.2 2.203 PL 3.00 PF 0.0 105 9.5 0.0 61.7 0.0 1.1 120 FTG T PE 0.0 26 9.5 0.0 61.7 0.0 0.002 TL 16.64 PV Pipe: 71 13.5 2.203 PL 155.00 PF 0.3 9 9.5 0.0 62.0 0.0 1.1 120 FTG T FE 0.0 1.4 9.5 0.0 61.7 0.0 0.002 TL 168.64 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 72 13.5 2.203 PL 3.00 PF 0.0 1.4 9.5 0.0 61.7 0.0 1.1 120 FTG T PE 0.0 27 9.5 0.0 61.7 0.0 0.002 TL 16.64 PV Pipe: 73 0.0 1.080 PL 0.50 PF 0.0 1.4 9.5 0.0 61.7 0.0 0.0 120 FTG T PE 0.0 104 9.5 0.0 61.7 0.0 0.000 TL 6.26 PV Pipe: 74 13.3 2.203 PL 155.50 PF 0.3 8 9.5 0.0 62.0 0.0 1.1 120 FTG TL PE 0.0 103 9.5 0.0 61.7 0.0 0.002 TL 173.23 PV Pipe: 75 13.3 2.203 PL 3.50 PF 0.0 103 9.5 0.0 61.7 0.0 1.1 120 FTG TL PE 0.0 28 9.5 0.0 61.7 0.0 0.002 TL 21.23 PV Pipe: 76 14.1 2.203 PL 155.00 PF 0.3 7 9.5 0.0 62.0 0.0. 1.2 120 FTG T PE 0.0 102 9.5 0.0 61.7 0.0 0.002 TL 169.64 PV Pipe: 77 14.1 2.203 PL 3.00 PF 0.0 102 9.5 0.0 61.7 0.0 1.2 120 FTG T PE 0.0 ---9.5 6L7--O.0 0.002 TL 16.64 PV Pipe: 78 14.3 2.203 FL 157.00 PF 0.3 6 9.5 0.0 62.0 0.0 1.2 120 FTG T2L PE 0.0 101 9.5 0.0 61.7 0.0 0.002 TL 178.82 PV Pipe: 79 14.3 2.203 PL 3.00 PF 0.0 101 9.5 0.0 61.7 0.0 1.2 120 FTG T PE 0.0 30 9.5 0.0 61.7 0.0 0.002 TL 16.64 PV Pipe: 80 10.2 2.203 PL 112.00 PF 0.1 5 9.5 0.0 62.1 0.0 0.9 120 FTG TL PE 0.0 1.5 9.5 0.0 61.9 0.0 0.001 TL 129.73 PV Pipe: 81 10.7 2.203 PL 112.50 PF 0.1 4 9.5 0.0 62.1 0.0 0.9 120 FTG TL FE 0.0 1.5 9.5 0.0 61.9 0.0 0.001 TL 130.23 PV Pipe: 82 20.9 2.203 FL 47.67 PF 0.3 1.5 9.5 0.0 61.9 0.0 1.8 120 FTG 2T FE 0.0 31 9.5 0.0 61.7 0.0 0.004 TL 74.95 PV Pipe: 83 17.1 2.203 PL 158.00 PF 0.5 3 9.5 0.0 62.1 0.0 1.4 120 FTG 2T PE 0.0 32 9.5 0.0 61.6 0.0 0.003 TL 185.28 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 84 17.2 2.203 PL 177.17 PF 0.6 14 9.5 0.0 62.2 0.0 1.4 120 FTG 2T3L FE 0.0 37 9.5 0.0 61.6 0.0 0.003 TL 216.72 PV Pipe: 85 17.1 2.203 PL 176.00 PF 0.5 15 9.5 0.0 62.2 0.0 1.4 120 FTG 2T PE 0.0 38 9.5 0.0 61.6 0.0 0.003 TL 203.28 PV Pipe: 86 16.3 2.203 PL 176.00 PF 0.5 16 9.5 0.0 62.1 0.0 1.4 120 FTG 2T FE 0.0 39 9.5 0.0 62.7 0.0 0.002 TL 203.28 PV Pipe: 87 13.0 2.203 FL 191.00 PF 0.4 17 9.5 0.0 62.1 0.0 1.1 120 FTG 2T3L PE 0.0 40 9.5 0.0 61.8 0.0 0.002 TL 230.55 PV Pipe: 88 12.5 2.203 PL 191.00 PF 0.3 18 9.5 0.0 62.1 0.0 1.1 120 FTG 3TL FE 0.0 41 9.5 0.0 €1.8 0.0 0.001 TL 236.01 PV Pipe: 89 12.9 2.203 FL 190.00 FE' 0.3 19 9.5 0.0 62.1 0.0 1.1 120 FTG 2T FE 0.0 42 9..5 -00 61.8 0.0 0002 Pipe: 90 12.8 2.203 PL 190.00 PF 0.3 20 9.5 0.0 62.1 0.0 1.1 120 FTG 2T FE 0.0 43 9.5 0.0 61.8 0.0 0.002 TL 227.28 PV Pipe: 91 12.7 2.203 PL 190.00 PF 0.3 21 9.5 0.0 62.1 0.0 1.1 120 FTG 2T FE 0.0 44 9.5 0.0 61.8 0.0 0.002 TL 217.28 PV Pipe: 92 12.7 2.203 PL 190.00 PF 0.3 22 9.5 0.0 62.1 0.0 1.1 120 FTG 2T FE 0.0 45 9.5 0.0 61.8 0.0 0.002 TL 217.28 FV Pipe: 93 -10.9 2.203 FL 16.50 PF 0.0 33 9.5 0.0 61.5 0.0 0.9 120 FTG TL FE 0.0 106 9.5 0.0 61.6 0.0 0.001 TL 34.23 PV Pipe: 94 -10.9 2.203 FL 10.00 PF 0.0 106 9.5 0.0 61.6 0.0 0.9 120 FTG ---- FE 0.0 207 9.5 0.0 62.6 0.0 0.002 TL 10.00 PV Pipe: 95 -10.9 2.203 FL 10.00 PF 0.0 107 9.5 0.0 61.6 0.0 0.9 120 FTG ---- FE 0.0 108 9.5 0.0 61.6 0.0 0.001 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 96 -10.9 2.203 PL 10.00 PF 0.0 108 9.5 0.0 61.6 0.0 0.9 120 FTG ---- PE 0.0 109 9.5 0.0 61.6 0.0 0.001 TL 10.00 PV Pipe: 97 -10.9 2.203 PL 10.00 PF 0.0 109 9.5 0.0 61.6 0.0 0.9 120 FTG ---- PE 0.0 110 9.5 0.0 61.6 0.0 0.001 TL 10.00 PV Pipe: 98 -10.9 2.203 PL 10.00 PF 0.0 110 9.5 0.0 61.6 0.0 0.9 120 FTG ---- PE 0.0 212 9.5 0.0 61.6 0.0 0.001 TL 20.00 PV Pipe: 99 -10.9 2.203 PL 10.00 PF 0.0 111 9.5 0.0 61.6 0.0 0.9 120 FTG ---- PE 0.0 112 9.5 0.0 61.6 0.0 0.001 TL 10.00 PV Pipe: 100 -10.9 2.203 PL 17.00 PF 0.0 112 9.5 0.0 61.6 0.0 0.9 120 FTG T PE 0.0 46 9.5 0.0 €1.7 0.0 0.001 TL 30.64 PV Pipe: 101 -12.5 2.203 PL 16.50 PF 0.1 34 9.5 0.0 61.5 0.0 1.1 120 FTG TL PE 0.0 9.5 0.0 61.6 0.0 0.001 TL 34.23 PV Pipe: 102 -12.5 2.203 PL 10.00 PF 0.0 1.13 9.5 0.0 61.6 0.0 1.1 120 FTG ---- PE 0.0 1.14 9.5 0.0 61.6 0.0 0.002 TL 20.00 PV Pipe: 103 -12.5 2.203 PL 10.00 PF 0.0 1.14 9.5 0.0 61.6 0.0 1.1 120 FTG ---- PE 0.0 1.15 9.5 0.0 61.6 0.0 0.001 TL 10.00 PV Pipe: 104 -12.5 2.203 PL 10.00 PF 0.0 1.15 9.5 0.0 61.6 0.0 1.1 120 FTG ---- RE 0.0 1.17 9.5 0.0 61.6 0.0 0.001 TL 10.00 PV Pipe: 105 -12.5 2.203 PL 10.00 PF 0.0 1.17 9.5 0.0 61.6 0.0 1.1 120 FTG ---- PE 0.0 119 9.5 0.0 61.6 0.0 0.001 TL 10.00 PV Pipe: 106 -12.5 2.203 PL 10.00 PF 0.0 119 9.5 0.0 61.6 0.0 1.1 120 FTG ---- PE 0.0 120 9.5 0.0 61.6 0.0 0.001 TL 20.00 Fl! Pipe: 107 -12.5 2.203 PL 10.00 PF 0.0 120 9.5 0.0 61.6 0.0 1.1 120 FTG ---- PE 0.0 121 9.5 0.0 61.6 0.0 0.001 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 108 -12.5 2.203 FL 9.00 PF 0.0 121 9.5 0.0 61.6 0.0 1.1 120 FTG T PE 0.0 47 9.5 0.0 61.7 0.0 0.001 TL 22.64 PV Pipe: 109 0.0 1.080 PL 0.50 PF 0.0 1.13 9.5 0.0 61.6 0.0 0.0 120 FTG T PE 0.0 113 9.5 0.0 61.6 0.0 0.000 TL 6.26 PV Pipe: 110 0.0 1.080 FL 0.50 PF 0.0 1.14 9.5 0.0 61.6 0.0 0.0 120 FTG T PE 0.0 114 9.5 0.0 61.6 0.0 0.000 TL 6.26 PV Pipe: 111 0.0 1.080 PL 2.00 PF 0.0 1.15 9.5 0.0 61.6 0.0 0.0 120 FTG T PE 0.0 115 9.5 0.0 61.6 0.0 0.000 TL 7.76 PV Pipe: 112 0.0 1.080 PL 3.00 PF 0.0 1.15 9.5 0.0 61.6 0.0 0.0 120 FTG T FE 0.0 116 9.5 0.0 61.6 0.0 0.000 TL 8.76 ?V Pipe: 113 0.0 1.080 PL 2.00 PF 0.0 1.17 9.5 0.0 61.6 0.0 0.0 120 FTG T FE 0.0 • 9.5 00 616:0.0 -.0.000 TL.- 776 PV Pipe: 114 0.0 1.080 FL 3.00 PF 0.0 1.17 9.5 0.0 61.6 0.0 0.0 120 FTG T FE 0.0 118 9.5 0.0 61.6 0.0 0.000 TL 8.76 PV Pipe: 115 -11.3 2.203 FL 17.50 PF 0.0 35 9.5 0.0 61.5 0.0 1.0 120 FTG T2L FE 0.0 122 9.5 0.0 61.5 0.0 0.001 TL 39.32 PV Pipe: 116 -11.3 2.203 FL 2.00 PF 0.0 122 9.5 0.0 61.5 0.0 1.0 120 FTG T FE 0.0 1.23 9.5 0.0 61.5 0.0 0.001 TL 15.64 PV Pipe: 117 -11.3 2.203 PL 10.00 PF 0.0 1.23 9.5 0.0 61.5 0.0 1.0 120 FTG ---- FE 0.0 1.25 9.5 0.0 61.5 0.0 0.001 TL 10.00 PV Pipe: 118 -11.3 2.203 FL 9.50 PF 0.0 1.25 9.5 0.0 61.5 0.0 1.0 120 FTG ---- FE 0.0 1.27 9.5 0.0 61.6 0.0 0.001 TL 9.50 PV Pipe: 119 -11.3 2.203 FL 0.50 PF 0.0 1.27 9.5 0.0 61.6 0.0 1.0 120 FTG. ---- FE 0.0 128 9.5 0.0 61.6 0.0 0.001 TL 0.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 120 -11.3 2.203 PL 10.00 PF 0.0 128 9.5 0.0 61.6 0.0 1.0 120 FTG ---- PE 0.0 129 9.5 0.0 €1.6 0.0 0.001 TL 10.00 PV Pipe: 121 -11.3 2.203 PL 13.00 PF 0.0 129 9.5 0.0 61.6 0.0 1.0 120 FTG L PE 0.0 130 9.5 0.0 61.6 0.0 0.001 TL 17.09 PV Pipe: 122 -11.3 2.203 PL 10.50 PF 0.0 130 9.5 0.0 61.6 0.0 1.0 120 FTG L PE 0.0 132 9.5 0.0 62.6 0.0 0.002 TL 24.59 PV Pipe: 123 -11.3 2.203 PL 16.00 PF 0.0 131 9.5 0.0 61.6 0.0 1.0 120 FTG 5L PE 0.0 1.32 9.5 0.0 61.6 0.0 0.001 TL 36.46 PV Pipe: 124 -11.3 2.203 PL 9.00 PF 0.0 1.32 9.5 0.0 61.6 0.0 1.0 120 FTG T PE 0.0 48 9.5 0.0 61.7 0.0 0.001 TL 22.64 PV Pipe: 125 0.0 2.203 PL 7.00 PF 0.0 1.23 9.5 0.0 61.5 0.0 0.0 120 FTG 4L PE 0.0 123 9.5 0.0 .61.5 0i0 0.000 TL 23.37. PV: Pipe: 126 0.0 2.203 PL 6.00 PF 0.0 123 9.5 0.0 61.5 0.0 0.0 120 FTG ---- PE 0.0 224 9.5 0.0 62.5 0.0 0.000 TL 6.00 PV Pipe: 127 0.0 1.080 PL 2.50 PF 0.0 1.25 9.5 0.0 61.5 0.0 0.0 120 FTG T PE 0.0 125 9.5 0.0 61.5 0.0 0.000 TL 8.26 PV Pipe: 128 0.0 1.080 PL 8.50 PF 0.0 1.25 9.5 0.0 61.5 0.0 0.0 120 FTG ET PE 0.0 12€ 9.5 0.0 61.5 0.0 NO TL 16.57 PV Pipe: 129 0.0 1.080 PL 6.00 PF 0.0 1.27 9.5 0.0 61.6 0.0 0.0 120 FTG ET PE 0.0 127 9.5 0.0 61.6 0.0 0.000 TL 14.07 PV Pipe: 130 0.0 1.080 PL 2.50 PF 0.0 1.32 9.5 0.0 61.6 0.0 0.0 120 FTG ET PE 0.0 232 9.5 0.0 62.6 0.0 0.000 TL 20.57 PV Pipe: 131 977.4 6.357 PL 20.00 PF 1.9 2ND 19.5 0.0 57.9 0.0 9.9 120 FTG TL PE 0.0 203 19.5 0.0 56.1 0.0 0.027 TL 69.04 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 132 770.0 4.310 PL 3.00 PF 3.5 203 19.5 0.0 56.1 0.0 16.9 120 FTG T PE 0.0 204 19.5 0.0 52.5 0.0 0.114 TL 30.87 PV Pipe: 133 770.8 4.310 PL 4.50 PF 0.5 204 19.5 0.0 52.5 0.0 17.0 120 FTG ---- PE 0.0 205 19.5 0.0 52.0 0.0 0.115 TL 4.50 PV Pipe: 134 741.6 4.310 PL 8.00 PF 0.9 205 19.5 0.0 52.0 0.0 16.3 120 FTG ---- PE 0.0 206 19.5 0.0 52.2 0.0 0.107 TL 8.00 PV Pipe: 135 717.3 4.310 PL 7.00 PF 0.7 206 19.5 0.0 51.2 0.0 15.8 120 FTG ---- PE 0.0 207 19.5 0.0 50.5 0.0 0.100 TL 7.00 PV Pipe: 136 697.2 4.310 PL 8.00 PF 0.8 207 19.5 0.0 50.5 0.0 15.3 120 FTG ---- FE 0.0 208 19.5 0.0 49.7 0.0 0.095 TL 8.00 PV Pipe: 137 681.4 4.310 FL 4.50 PF 0.4 208 19.5 0.0 49.7 0.0 15.0 120 FTG ---- FE 0.0 209 19.5 00 0..09i TL 4.50 PV. Pipe: 138 668.3 4.310 PL 8.83 PF 0.8 209 19.5 0.0 49.3 0.0 14.7 120 FTG ---- PE 0.0 220 29.5 0.0 48.5 0.0 0.088 TL 8.83 PV Pipe: 139 659.0 4.310 PL 10.00 PF 0.9 210 19.5 0.0 48.5 0.0 14.5 120 FTG ---- FE 0.0 211 19.5 0.0 47.7 0.0 0.086 TL 10.00 PV Pipe: 140 656.5 4.310 FL 6.17 PF 0.5 211 19.5 0.0 47.7 0.0 14.4 120 FTG ---- FE 0.0 212 19.5 0.0 47.1 0.0 0.085 TL 6.17 PV Pipe: 141 662.2 4.310 FL 8.83 PF 0.8 212 19.5 0.0 47.1 0.0 14.6 120 FTG ---- FE 0.0 213 19.5 0.0 46.4 0.0 0.087 TL 8.83 PV Pipe: 142 510.8 4.310 FL 10.00 PF 0.5 213 19.5 0.0 46.4 0.0 11.2 120 FTG ---- FE 0.0 224 19.5 0.0 45.8 0.0 0.054 TL 20.00 PV Pipe: 143 360.5 4.310 FL 6.17 PF 0.2 214 19.5 0.0 45.8 0.0 7.9 120 FTG ---- FE 0.0 215 19.5 0.0 45.7 0.0 0.028 TL 6.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 144 212.1 4.310 PL 8.75 PF 0.1 215 19.5 0.0 45.7 0.0 4.7 120 FTG ---- PE 0.0 216 19.5 0.0 45.6 0.0 0.011 TL 8.15 PV Pipe: 145 207.4 4.310 PL 6.17 PF 0.3 203 19.5 0.0 56.1 0.0 4.6 120 FTG T PE 0.0 217 19.5 0.0 55.7 0.0 0.010 TL 34.04 PV Pipe: 146 179.6 4.310 PL 8.33 PF 0.1 217 19.5 0.0 55.7 0.0 3.9 120 FTG ---- PE 0.0 218 19.5 0.0 55.7 0.0 0.008 TL 8.33 PV Pipe: 147 153.0 4.310 PL 8.00 PF 0.0 218 19.5 0.0 55.7 0.0 3.4 120 FTG ---- PE 0.0 219 19.5 0.0 55.6 0.0 0.006 TL 8.00 PV Pipe: 148 127.8 4.310 PL 4.50 PF 0.0 219 19.5 0.0 55.6 0.0 2.8 120 FTG ---- PE 0.0 220 19.5 0.0 55.6 0:0 0.004 TL 4.50 PV Pipe: 149 105.3 4.310 PL 3.00 PF 0.0 220 19.5 0.0 55.6 0.0 2.3 120 FTG ---- PE 0.0 221 19.5 0.0 55.6 0.0 0.o0aTL -3.00 PV: Pipe: 150 92.7 4.310 PL 4.50 PF 0.0 221 19.5 0.0 55.6 0.0 2.0 120 FTG ---- PE 0.0 222 19.5 0.0 55.6 0.0 0.002 TL 4.50 PV Pipe: 151 69.2 4.310 PL 8.00 PF 0.0 222 19.5 0.0 55.6 0.0 1.5 120 FTG ---- PE 0.0 223 19.5 0.0 55.6 0.0 0.001 TL 8.00 PV Pipe: 152 45.9 4.310 PL 8.67 PF 0.0 223 19.5 0.0 55.6 0.0 1.0 120 FTG ---- PE 0.0 224 19.5 0.0 55.6 0.0 0.001 TL 8.67 PV Pipe: 153 22.7 4.310 PL 5.83 PF 0.0 224 19.5 0.0 55.6 0.0 0.5 120 FTG ---- PE 0.0 225 19.5 0.0 55.6 0.0 0.000 TL 5.83 PV Pipe: 154 12.6 4.310 PL 6.66 PF 0.0 221 19.5 0.0 55.6 0.0 0.3 120 FTG TL PE 0.0 226 19.5 0.0 55.6 0.0 0.000 TL 42.90 PV Pipe: 155 22.7 4.310 PL 5.50 PF 0.0 229 19.5 0.0 54.5 0.0 0.5 120 FTG ---- PE 0.0 230 19.5 0.0 54.5 0.0 0.000 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 156 45.9 4.310 PL 8.67 PF 0.0 230 19.5 0.0 54.5 0.0 1.0 120 FTG ---- PE 0.0 231 19.5 0.0 54.5 0.0 0.001 TL 8.67 PV Pipe: 157 69.2 4.310 PL 8.00 PF 0.0 231 19.5 0.0 54.5 0.0 1.5 120 FTG ---- PE 0.0 232 19.5 0.0 54.5 0.0 0.001 TL 8.00 PV Pipe: 158 92.7 4.310 PL 7.50 PF 0.0 232 19.5 0.0 54.5 0.0 2.0 120 FTG ---- PE 0.0 233 29.5 0.0 54.5 0.0 0.002 TL 7.50 PV Pipe: 159 115.3 4.310 FL 21.00 PF 0.1 233 19.5 0.0 54.5 0.0 2.5 120 FTG 2L PE 0.0 234 19.5 0.0 54.4 0.0 0.003 TL 37.72 PV Pipe: 160 140.5 4.310 PL 6.50 FE' 0.0 234 19.5 0.0 54.4 0.0 3.1 120 FTG ---- PE 0.0 235 19.5 0.0 54.3 0.0 0.005 TL 6.50 PV Pipe: 161 167.0 4.310 PL 8.33 PF 0.1 235 19.5 0.0 54.3 0.0 3.7 120 FTG ---- PE 0.0 -236 :*1-9:5 FQ,.0 54.3 0.0 0.007 TL 8.33 PV Pipe: 162 194.9 4.310 PL 9.83 PF 0.2 236 19.5 0.0 54.3 0.0 4.3 120 FTG L PE 0.0 237 19.5 0.0 54.1 0.0 0.009 TL 28.19 PV Pipe: 163 480.3 4.310 PL 5.00 PF 1.6 237 19.5 0.0 54.1 0.0 10.6 120 FTG T FE 0.0 238 19.5 0.0 52.5 0.0 0.048 TL 32.87 PV Pipe: 164 479.5 4.310 PL 5.17 PF 2.0 238 19.5 0.0 52.5 0.0 10.5 120 FTG TL FE 0.0 239 19.5 0.0 50.6 0.0 0.048 TL 41.41 PV Pipe: 165 508.7 4.310 PL 8.00 PF 0.4 239 19.5 0.0 50.6 0.0 11.2 120 FTG ---- FE 0.0 240 19.5 0.0 50.1 0.0 0.053 TL 8.00 PV Pipe: 166 533.0 4.310 PL 7.00 PF 0.4 240 19.5 0.0 50.1 0.0 11.7 120 FTG ---- PE 0.0 242 19.5 0.0 49.7 0.0 0.058 TL 7.00 PV Pipe: 167 553.1 4.310 FL 8.00 PF 0.5 241 19.5 0.0 49.7 0.0 12.2 120 FTG ---- PE 0.0 242 19.5 0.0 49.2 0.0 0.062 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SU14. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 168 568.9 4.310 PL 4.50 PF 0.3 242 19.5 0.0 49.2 0.0 12.5 120 FTG ---- FE 0.0 243 19.5 0.0 49.0 0.0 0.065 TL 4.50 ?V Pipe: 169 582.1 4.310 PL 8.83 PF 0.6 243 19.5 0.0 49.0 0.0 12.8 120 FTG ---- PE 0.0 244 19.5 0.0 48.3 0.0 0.068 TL 8.83 PV Pipe: 170 591.3 4.310 PL 10.00 PF 0.7 244 19.5 0.0 48.3 0.0 13.0 120 FTG ---- FE 0.0 245 19.5 0.0 47.6 0.0 0.070 TL 20.00 PV Pipe: 171 593.8 4.310 FL 6.17 PF 0.4 245 19.5 0.0 47.6 0.0 13.1 120 FTG ---- FE 0.0 246 19.5 0.0 47.2 0.0 0.071 TL 6.17 PV Pipe: 172 588.1 4.310 FL 8.83 PF 0.6 246 19.5 0.0 47.2 0.0 12.9 120 FTG ---- FE 0.0 247 19.5 0.0 46.6 0.0 0.070 TL 8.83 PV ' Pipe: 173 452.7 4.310 FL 10.00 PF 0.4 247 19.5 0.0 46.6 0.0 10.0 120 FTG ---- PE 0.0 248 19;5 0.0 46.2 00- Pipe: 174 317.7 4.310 FL 5.66 PF 0.1 248 19.5 0.0 46.2 0.0 7.0 120 FTG ---- FE 0.0 249 19.5 0.0 46.0 0.0 0.022 TL 5.66 PV Pipe: 175 183.3 4.310 FL 2.50 PF 0.0 249 19.5 0.0 46.0 0.0 4.0 120 FTG ---- PE 0.0 250 19.5 0.0 46.0 0.0 0.008 TL 2.50 PV Pipe: 176 -285.4 4.310 FL 21.00 PF 0.9 237 19.5 0.0 54.1 0.0 6.3 120 FTG T FE 0.0 228 19.5 0.0 55.0 0.0 0.018 TL 48.87 PV Pipe: 177 -272.9 4.310 FL 2.67 PF 1.0 228 19.5 0.0 55.0 0.0 6.0 120 FTG 2T FE 0.0 2NDA 19.5 0.0 56.0 0.0 0.017 TL 58.42 PV Pipe: 178 12.6 2.203 FL 36.00 PF 0.1 226 19.5 0.0 55.6 0.0 1.1 120 FTG TL FE 0.0 227 29.5 0.0 55.5 0.0 0.001 TL 53.73 PV Pipe: 179 12.6 2.203 FL 281.00 PF 0.5 227 19.5 0.0 55.5 0.0 1.1 120 FTG 2T8L FE 0.0 228 19.5 0.0 55.0 0.0 0.001 TL 341.01 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 21 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 180 22.7 2.203 PL 199.00 PF 1.0 225 19.5 0.0 55.6 0.0 1.9 120 FTG 2T2L PE 0.0 229 19.5 0.0 54.5 0.0 0.004 TL 234.46 PV Pipe: 181 23.2 2.203 PL 198.00 PF 1.0 224 19.5 0.0 55.6 0.0 2.0 120 FTG 2T PE 0.0 230 19.5 0.0 54.5 0.0 0.005 TL 225.28 PV Pipe: 182 23.3 2.203 PL 198.00 PF 1.0 223 19.5 0.0 55.6 0.0 2.0 120 FTG 2T PE 0.0 231 19.5 0.0 54.5 0.0 0.005 TL 225.28 PV Pipe: 183 23.6 2.203 PL 198.00 PF 1.1 222 19.5 0.0 55.6 0.0 2.0 120 FTG 2T PE 0.0 232 19.5 0.0 54.5 0.0 0.005 TL 225.28 PV Pipe: 184 22.6 2.203 PL 199.50 PF 1.1 220 19.5 0.0 55.6 0.0 1.9 120 FTG 3T3L PE 0.0 - 233 19.5 0.0 54.5 0.0 0.004 TL 252.69 PV Pipe: 185 25.2 2.203 PL 186.00 PF 1.3 219 19.5 0.0 55.6 0.0 2.1 120 FTG 2T5L PE 0.0 0.0 54.4. 0.0 0.005 TL- 233,74. Pipe: 186 26.6 2.203 PL 185.00 PF 1.3 218 19.5 0.0 55.7 0.0 2.2 120 FTG 2T3L PE 0.0 235 19.5 0.0 54.3 0.0 0.006 TL 224.55 P1/ Pipe: 187 27.8 2L203 PL 185.00 PF 1.5 217 19.5 0.0 55.7 0.0 2.3 120 FTG 2T3L PE 0.0 236 19.5 0.0 54.3 0.0 0.006 TL 224.55 PV Pipe: 188 -0.8 2.203 PL 178.50 PF 0.0 204 19.5 0.0 52.5 0.0 0.1 120 FTG 2TL PE 0.0 238 19.5 0.0 52.5 0.0 0.000 TL 209.87 PV Pipe: 189 29.3 2.203 PL 178.00 PF 1.5 205 19.5 0.0 52.0 0.0 2.5 120 FTG 2T PE 0.0 239 19.5 0.0 50.6 0.0 0.007 TL 205.28 PV Pipe: 190 24.2 2.203 PL 178.00 PF 1.0 206 19.5 0.0 51.2 0.0 2.0 120 FTG 2T PE 0.0 240 19.5 0.0 50.1 0.0 0.005 TL 205.28 PV Pipe: 191 20.1 2.203 PL 178.00 PF 0.7 207 19.5 0.0 50.5 0.0 1.7 120 FTG 2T PE 0.0 241 19.5 0.0 49.7 0.0 0.004 TL 205.28 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 22 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 192 15.8 2.203 PL 178.00 PF 0.5 208 19.5 0.0 49.7 0.0 1.3 120 FTG 2T PE 0.0 242 19.5 0.0 49.2 0.0 0.002 TL 205.28 PV Pipe: 193 13.2 2.203 FL 179.00 PF 0.3 209 19.5 0.0 49.3 0.0 1.1 120 FTG 2T2L PE 0.0 243 19.5 0.0 49.0 0.0 0.002 TL 214.46 PV Pipe: 194 9.2 2.203 PL 178.00 PF 0.2 210 19.5 0.0 48.5 0.0 0.8 120 FTG 2T PE 0.0 244 19.5 0.0 48.3 0.0 0.001 TL 205.28 PV Pipe: 195 2.5 2.203 FL 178.00 PF 0.0 211 19.5 0.0 47.7 0.0 0.2 120 FTG 2T FE 0.0 245 19.5 0.0 47.6 0.0 0.000 TL 205.28 PV Pipe: 196 -5.7 2.203 FL 179.00 PF 0.1 212 19.5 0.0 47.1 0.0 0.5 120 FTG 2T2L PE 0.0 246 19.5 0.0 47.2 0.0 0.000 TL 214.46 PV Pipe: 197 151.4 2.203 PL 54.00 PF 10.0 213 19.5 0.0 46.4 0.0 12.7 120 FTG T FE 0.0 2.1 -.0.148.TL 67.64 PV Pipe: 198 103.2 2.203 PL 10.00 PF 0.7 2.1 19.5 8.0 36.3 48.2 8.7 120 FTG ---- FE 0.0 2.2 19.5 8.0 35.6 47.7 0.073 TL 10.00 PV Pipe: 199 55.5 2.203 FL 10.00 PF 0.2 2.2 19.5 8.0 35.6 47.7 4.7 120 FTG ---- FE 0.0 2.3 19.5 8.0 35.4 47.6 0.023 TL 10.00 PV Pipe: 200 7.9 2.203 PL 10.00 PF 0.0 2.3 19.5 8.0 35.4 47.6 0.7 120 FTG ---- FE 0.0 2.4 19.5 8.0 35.4 47.6 0.001 TL 10.00 ?V Pipe: 201 -39.7 2.203 FL 10.00 PF 0.1 2.4 19.5 8.0 35.4 47.6 3.3 120 FTG ---- FE 0.0 2.5 19.5 8.0 35.5 47.7 0.012 TL 10.00 PV Pipe: 202 -87.3 2.203 FL 10.00 PF 0.5 2.5 19.5 8.0 35.5 47.7 7.4 120 FTG ---- FE 0.0 2.6 19.5 8.0 36.0 48.0 0.054 TL 10.00 PV Pipe: 203 -135.4 2.203 FL 74.00 PF 10.6 2.6 19.5 8.0 36.0 48.0 11.4 120 FTG T FE 0.0 247 19.5 0.0 46.6 0.0 0.121 TL 87.64 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 23 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 204 150.3 2.203 FL 54.00 PF 9.9 214 19.5 0.0 45.8 0.0 12.6 120 FTG T FE 0.0 2.7 19.5 8.0 35.9 48.0 0.146 TL 67.64 PV Pipe: 205 102.3 2.203 FL 10.00 PF 0.7 2.7 19.5 8.0 35.9 48.0 8.6 120 FTG ---- PE 0.0 2.8 19.5 8.0 35.2 47.5 0.072 TL 10.00 PV Pipe: 206 54.8 2.203 FL 10.00 PF 0.2 2.8 19.5 8.0 35.2 47.5 4.6 120 FTG ---- PE 0.0 2.9 19.5 8.0 35.0 47.3 0.023 TL 10.00 PV Pipe: 207 7.5 2.203 FL 10.00 PF 0.0 2.9 19.5 8.0 35.0 47.3 0.6 120 FTG ---- FE 0.0 2.10 19.5 8.0 35.0 47.3 0.001 TL 10.00. PV Pipe: 208 -39.8 2.203 FL 10.00 PF 0.1 2.10 19.5 8.0 35.0 47.3 3.4 120 FTG ---- PE 0.0 2.11 19.5 S.0 35.1 47.4 0.013 TL 10.00 PJ Pipe: 209 -87.2 2.203 PL 10.00 PF 0.5 2.11 19.5 8.0 35.1 47.4 7.3 120 FTG ---- FE 0.0 2.12 19.5 8.0 35.7 .47.8 0.653 TL 1-00 -PV - Pipe: 210 -135.0 2.203 FL 74.00 PF 10.5 2.12 19.5 8.0 35.7 47.8 11.4 120 FTG T FE 0.0 248 19.5 0.0 46.2 0.0 0.120 TL 87.64 PV Pipe: 211 148.5 2.203 FL 54.50 PF 10.3 215 19.5 0.0 45.7 0.0 12.5 120 FTG TL FE 0.0 2.13 19.5 8.0 35.3 47.6 0.143 TL 72.23 PV Pipe: 212 100.9 2.203 FL 10.00 PF 0.7 2.13 19.5 8.0 35.3 47.6 8.5 120 FTG ---- FE 0.0 2.14 19.5 8.0 34.6 47.1 0.070 TL 10.00 PV Pipe: 213 53.8 2.203 PL 10.00 PF 0.2 2.14 19.5 8.0 34.6 47.1 4.5 120 FTG ---- FE 0.0 2.15 19.5 8.0 34.4 46.9 0.022 TL 10.00 PV Pipe: 214 6.9 2.203 FL 10.00 PF 0.0 2.15 19.5 8.0 34.4 46.9 0.6 120 FTG ---- PE 0.0 2.16 19.5 8.0 34.4 46.9 0.000 TL 10.00 PV Pipe: 215 -40.0 2.203 FL 10.00 PF 0.1 2.16 19.5 8.0 34.4 46.9 3.4 120 FTG ---- FE 0.0 2.17 19.5 8.0 34.5 47.0 0.013 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 24 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 216 -87.0 2.203 PL 10.00 PF 0.5 2.17 19.5 8.0 34.5 47.0 7.3 120 FTG ---- FE 0.0 2.18 19.5 8.0 35.1 47.4 0.053 TL 10.00 PV Pipe: 217 -134.4 2.203 PL 74.50 PF 11.0 2.18 19.5 8.0 35.1 47.4 11.3 120 FTG TL FE 0.0 249 19.5 0.0 46.0 0.0 0.119 TL 92.23 PV Pipe: 218 212.1 2.203 FL 54.00 PF 18.7 216 19.5 0.0 45.6 0.0 17.9 120 FTG T FE 0.0 2.29 19.5 8.0 26.9 41.5 0.277 TL 67.64 PV Pipe: 219 170.6 2.203 FL 10.00 PF 1.9 2.19 19.5 8.0 26.9 41.5 14.4 120 FTG ---- PE 0.0 2.20 19.5 8.0 25.0 40.0 0.185 TL 10.00 PV Pipe: 220 130.6 2.203 PL 7.50 PF 0.8 2.20 19.5 8.0 25.0 40.0 11.0 120 FTG ---- FE 0.0 2.21 19.5 8.0 24.2 39.3 0.113 TL 7.50 PV Pipe: 221 91.3 2.203 PL 5.00 PF 0.3 2.21 19.5 8.0 24.2 39.3 7.7 120 FTG ---- FE 0.0 2.22 ' :19.a...o.23=9 •39.1. 0.058 TL 5.00 PV Pipe: 222 52.2 2.203 FL 5.00 PF 0.1 2.22 19.5 8.0 23.9 39.1 4.4 120 FTG ---- FE 0.0 2.23 19.5 8.0 23.8 39.0 0.022 TL 5.00 PV Pipe: 223 13.2 2.203 FL 5.00 FE' 0.0 2.23 19.5 8.0 23.8 39.0 1.1 120 FTG ---- FE 0.0 2.24 19.5 8.0 23.8 39.0 0.002 TL 5.00 PV Pipe: 224 -25.8 2.203 FL 5.00 FE' 0.0 2.24 19.5 8.0 23.8 39.0 2.2 120 FTG ---- FE 0.0 2.25, 19.5 8.0 23.8 39.0 0.006 TL 5.00 PV Pipe: 225 -64.8 2.203 FL 5.00 PF 0.2 2.25 19.5 8.0 23.8 39.0 5.5 120 FTG ---- FE 0.0 2.26 19.5 8.0 23.9 39.1 0.031 TL 5.00 PV Pipe: 226 -103.9 2.203 FL 5.00 PF 0.4 2.26 19.5 8.0 23.9 39.1 8.7 120 FTG ---- FE 0.0 2.27 29.5 8.0 24.3 39.4 0.074 TL 5.00 PV Pipe: 227 -143.3 2.203 FL 5.00 PF 0.7 2.27 19.5 8.0 24.3 39.4 12.1 120 FTG ---- FE 0.0 2.28 19.5 8.0 25.0 40.0 0.134 TL 5.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 25 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 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: 228 -183.3 2.203 PL 77.75 PF 21.0 2.28 19.5 8.0 25.0 40.0 15.4 120 FTG T2L PE 0.0 250 19.5 0.0 46.0 0.0 0.211 TL 99.57 PV NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 16080621 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 0.129 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.9 ft/sec at pipe 218. PIPE FITTINGS TABLE Pipe Table Name: STPPD.P1P PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LnqEll 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 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 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 8.510 24.60 47.84 17.77 61.51 16.40 5.47 42.37 42.37 47.84 11.734 47.47 107.88 34.52 118.67 40.99 10.79 79.83 79.83 107.88 0 0 0 0 0 0 0 0 LO 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 26 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 0 0 I 10 CIL 0 0 0 0 0 0 r 0 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 27 DATE: 10/2/2007H CALCS\BRESSI RANCH, BLDG A, AREA 2-ORIGINAL LOCATION.SDF JOB TITLE: Bressi Ranch Building A 2nd Floor , Area 2 Revised, .40/2000 WATER SUPPLY CURVE 96+ 88+ *\\\\\\\\\\\\\\\\\\ <-81.0 psi @ 1500 gpm I 80+ Flow Tes0 Point 72+ P64+ R E S S6+ U I R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND K = Required Water Supply I 76.57 psi @ 1750.3 gpm 8+ I 0 = Available Water Supply I 79.51 psi @ 1750.3 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 CPS FIRE PROTECTION, INC. 417 VERNON WAY EL CAJON, CA 92020 LICENSE #016-684659 HYDRAULIC CALCULATIONS FOR BRESSI RANCH SELF STORAGE CAMPBELL PLACE CARLSBAD, CA BUILDING A THIRD FLOOR (ROOF), AREA 3 - BELOW 2-HOUR WALL FILE NUMBER: BRESSI RANCH, BLDG A, AREA 3 REV BELOW 2-HOUR WALL.SDF DATE: 10/3/07 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLO AND PRESSURE '@ NODE BOP): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: EXTRA HAZARD GRP. II .40 gpm/sq. ft. 2000 sq.ft. 28 sprinklers 1150.2 gpm 1650.2 gpm - (500 gpm Hose Allow) 1150.2 gpm @ 69.4 psi CPS FIRE PROTECTION CITY OF CARLSBAD FIRE DEPARTMENT WATER FLU AVAILABILII'L DATA: STATIC: 95 psi 85.5 @ 90%) RESIDUAL: 90 psi (81.0 @ 90%) FLOW: 1,500 gprn SOURCE: CPS FIRE PROTECTION FLOW TEST - 5/17/07 WITNESSED BY CARLSBAD FIRE DEPARTMENT IONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA CARLSBAD FIRE EPARTMENT \ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall,. .4.0/20 WATER SUPPLY DATA AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 80.1 1650.2 78.8 A 11TEI L-cv 1650.2 GPM 2 W OURCE 0.0 GPM w / 500.0 GPM NKLERS 1150.2 GPM PE PRESSURE DISCHARGE 78.8 1650.2 - 82.6 - - - HYD1 -1.0 - - - - 82.6 - - - HYD2 - - - 82.2 B2 -1.0 - - - - 81.9 - - - HYD3 -1.0 - - - - 81.9 B3 -1.0 - - - - 81.7 - - - HYD4 -1.0 - - -- 81.7 A -1.0 HOSE STREAM 81.4 500.0 RPAIN 3.0 - - - - 78.8 - - - RPAOUT 3.0 - - - - 69.8 DIP -1.0 - - - - 70.6 - - - OR 1.0 - - - - €9.4 1ST 9.5 - - - - 65.4 - - - 2ND 19.5 - - - - 60.8 - - - ROOF. 34.5 - - - - 48.1 1STA 9.5 - - - - 62.8 2NDP 19.5 - - - - 58.3 - - - 3RDA 34.5 - - - - 50.7 1 9.5 - - - - 65.2 - - - 2 9.5 - - - - 65.1 - - - 3 9.5 - - - - 64.9 - - - 4 9.5 - - - - €4.8 - - - 5 9.5 - - - - 64.8 - - - 6 9.5 - - - - 64.8 - - - 7 9.5 - - - - 64.7 - - - 8 9.5 - - - - 64.7 - - - 9 9.5 - - - - €4.7 - - - 10 9.5 - - - - 64.7 - - - SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) 00.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/2/20075\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 11 9.5 - - - - 64.7 - - - 12 9.5 - - - - 64.7 - - - 13 9.5 - - - - 64.7 14 9.5 - - - - 64.9 - - - 15 9.5 - - - - 64.9 16 9.5 - - - - 64.9 - - - 17 9.5 - - - - 64.9 - - 18 9.5 - - - - 64.9 19 9.5 - - - - 64.8 - - - 20 9.5 - - - - 64.8 - - - 21 9.5 - - - - 64.8 - - - 22 9.5 - - - - 64.8 - - - 23 9.5 - - - - 64.3 24 9.5 - - - - 64.3 - - - 25 9.5 - - - - 64.3 - - - 26 9.5 - - - - 64.3 - - - 27 9.5 - - - - 64.3 - - - 28 9.5 - - - - 64.3 29 9.5 - - - - 64.3 - - - 30 9.5 - - - - 64.3 - - - 31 9.5 - - - - 64.3 32 9.5 - - - - 64.2 33 34 9.5 - - - - 64.1 - - - 35 9.5 - - - - 64.0 - - - 36 9.5 - - - - 64.0 - - - 37 9.5 - - - - 64.2 38 9.5 - - - - 64.2 39 9.5 - - - - 64.3 - - - 40 9.5 - - - - 64.4 - - - 41 9.5 - - - - 64.4 - - - 42 9.5 - - - - 64.4 - - - 43 9.5 - - - - 64.4 - - - 44 9.5 - - - - 64.4 - - - 45 9.5 - - - - 64.4 - - - 46 9.5 - - - - 64.3 - - - 47 9.5 - - - - 64.3 - - - 48 9.5 - - - - 64.3 - - - 1.4 9.5 - - - - 64.3 - - - 1.5 9.5 - - - - 64.6 - - - 1.13 9.5 - - - - 64.1 - - - 1.14 9.5 - - - - 64.2 - - - 1.15 9.5 - - - - 64.2 1.17 9.5 - - - - 64.2 - - - 1.23 9.5 - - - - 64.1 - - - 1.25 9.5 - - - - 64.1 - - - 1.27 - 9.5 - - - - 64.1 - - - 1.32 9.5 - - - - 64.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 9.5 - - - - 64.3 - - - 102 9.5 - - - - 64.3 - - - 103 9.5 - - - - 64.4 104 9.5 - - - - 64.3 - - - 105 9.5 - - - - 64.4 - - - 106 9.5 - - - - 64.2 - - - 107 9.5 - - - - 64.2 - - - 108 9.5 - - - - €4.2 109 9.5 - - - - 64.2 - - - 110 9.5 - - - - 64.2 - - - 111 9.5 - - - - 64.2 - - - 112 9.5 - - - - 64.3 - - ,- 113 9.5 - - - - €4.1 114 9.5 - - - - 64.2 - - - 115 9.5 - - - - 64.2 - - - 116 9.5 - - - - 64.2 - - - 117 9.5 - - - - 64.2 - - - 118 9.5. - - - - €4.2 119 9.5 - - - - 64.2 - - - 120 9.5 - - - - 64.2 - - - 121 9.5 - - - - 64.3 - - - 122 9.5 - - - - 64;1 .- - - 123 9.5 - - - - 64.1 - -•- 124 9.5 - - - - 64.1 - - - 125 9.5 - - - - 64.1 - - - 126 9.5 - - - - 64.1 - - - 127 9.5 - - - - 64.1 - - - 128 9.5 - - - - €4.1 129 9.5 - - - - 64.2 - - - 130 9.5 - - - - 64.2 - - - 131 9.5 - - - - 64.2 - - - 132 9.5 - - - - 64.3 - - - 201 19.5 - - - - 58.6 202 19.5 - - - - 56.2 - - - 203 19.5 - - - - 60.7 - - - 204 19.5 - - - - 60.5 - - - 205 19.5 - - - - 60.5 - - - 206 19.5 - - - - €0.5 207 19.5 - - - - 60.5 - - - 208 19.5 - - - - 60.5 - - - 209 19.5 - - - - 60.5 - - - 210 19.5 - - - - 60.5 211 19.5 - - - - 60.5 212 19.5 - - - - 60.5 - - - 213 19.5 - - - - 60.5 - - - 214 19.5 - - - - 60.5 - - - 215 - 19.5 - - - - 60.5 - - - 216 19.5 - - - - €0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 217 19.5 - - - - 60.5 - - - 218 19.5 - - - - 60.5 - - - 219 19.5 ---- 60.5 220 19.5 - - - - 60.5 - - - 221 19.5 - - - - 60.5 - - - 222 19.5 - - - - 60.4 223 19.5 - - - - 60.4 - - - 224 19.5 - - - - 60.4 225 19.5 - - - - 60.4 226 19.5 - - - - 60.4 - - - 227 19.5 - - - - 60.3 - - - 228 19.5 - - - - 59.2 - - - 229 19.5 - - - - 60.0 - - - 230 19.5 - - - - 60.0 - - - 231 19.5 - - - - 60.0 - - - 232 19.5 - - - - 60.0 233 19.5 - - - - 60.0 - - - 234 19.5 - - - - 60.0 235 19.5 - - - - 60.0 - - - 236 19.5 - - - - 59.9 - - - 237 19.5 - - - - 59.9 238 19.5 - - - - 60.0 - - - 239 19-.-5 ---- -..--.--- €0.2- - 240 19.5 - - - - 60.2 - - - 241 19.5 - - - - 60.2 - - - 242 19.5 - - - - 60.2 - - - 243 19.5 - - - - 60.2 - - - 244 19.5 - - - - 60.2 - - - 245 19.5 - - - - 60.2 - - - 246 19.5 - - - - 60.2 - - - 247 19.5 - - - - 60.2 - - - 248 19.5 - - - - 60.2 - - - 249 19.5 - - - - 60.2 - - - 250 19.5 - - - - 60.2 - - - 2.1 19.5 - - - - 60.3 - - - 2.2 19.5 - - - - 60.3 - - - 2.3 19.5 - - - - 60.5 - - - 2.4 19.5 - - - - 60.3 - - - 2.5 19.5 - - - - 60.3 - - - 2.6 19.5 - - - - 60.3 - - - 2.7 19.5 - - - - 60.3 - - - 2.8 19.5 - - - - 60.3 - - - 2.9 19.5 - - - - €0.4 - - - 2.10 19.5 - - - - 60.4 - - - 2.11 19.5 - - - - 60.4 - - - 2.12 19.5 - - - - 60.4 - - - 2.13 19.5 - - - - 60.3 - - - 2.14 19.5 - - - - 60.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 2.15 19.5 - - - - 60.4 - - - 2.16 19.5 - - - - 60.4 - - - 2.17 19.5 - - - - 60.4 - - - 2.18 19.5 - - - - 60.4 - - - 2.19 19.5 - - - - 60.3 - - - 2.20 19.5 - - - - 60.3 - - - 2.21 19.5 - - - - 60.2 - - - 2.22 19.5 - - - - 60.2 - - - 2.23 19.5 - - - - 60.2 - - - 2.24 19.5 - - - - 60.2 - - - 2.25 19.5 - - - - 60.2 - - - 2.26 19.5 - - - - 60.2 - - - 2.27 19.5 - - - - 60.4 - - - 2.28 19.5 - - - - 60.4 - - - 2.29 19.5 - - - - 60.4 - - - 2.30 19.5 - - - - 60.4 - - - 2.31 19.5 - - - - 60.4 - - - 232 19.5 - - - - 60.4 2.33 19.5 - - - - 60.4 - - - 2.34 19.5 - - - - 60.3 - - - 2.35 19.5 - - - - 60.3 - - - 2.36 19.5 - - - - 60.3 - - - 300 34.5 - - - - 47.4 - - - 301 34.5 - - - - 45.8 - - - 302 34.5 - - - - 45.5 - - - 303 34.5 - - - - 43.1 304 34.5 - - - - 42.9 - - - 305 34.5 - - - - 42.3 306 34.5 - - - - 41.6 - - - 307 34.5 - - - - 40.8 - - - 308 34.5 - - - - 40.2 - - - 309 34.5 - - - - 39.5 - - - 310 34.5 - - - - 38.8 311 34.5 - - - - 38.1 - - - 312 34.5 - - - - 37.4 - - - 313 34.5 - - - - 36.6 314 34.5 - - - - 35.8 - - - 315 34.5 - - - - 35.4 316 34.5 - - - - 35.3 - - - 317 34.5 - - - - 35.5 318 34.5 - - - - 36.4 - - - 319 34.5 - - - - 37.2 - - - 320 34.5 - - - - 38.0 -- - 321 34.5 - - - - 38.7 322 34.5 - - - - 39.4 - - - 323 34.5 - - - - 40.2 - - - 324 34.5 - - - - 41.0 - - - 325 34.5 - - - - 42.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 326 34.5 - - - - 42.5 327 34.5 - - - - 42.9 - - - 328 34.5 - - - - 43.7 329 34.5 - - - - 47.6 - - - 330 34.5 - - - - 46.7 - - - 331 34.5 - - - - 45.1 332 34.5 - - - - 44.8 - - - 333 34.5 - - - - 40.8 334 34.5 - - - - 40.4 - - - 335 34.5 - - - - 40.2 - - - 336 34.5 - - - - 39.8 337 34.5 - - - - 39.3 - - - 338 34.5 ---- 38.6 339 34.5 - - - - 38.0 - - - 340 34.5 - - - - 37.4 - - - 341 34.5 - - - - 36.9 - - - 342 34.5 - - - - 36.4 - - - 343 34.5 - - - - 36.3 344 34.5 - - - - 36.3 - - - 345 34.5 - - - - 36.5 - - - 346 34.5 - - - - 37.0 347 34.5 - - - - 37.6 - - 348 ---34.5 38.2 - 349 34.5 - - - - 38.8 - - - 350 34.5 - - - - 39.5 - - - 351 34.5 - - - - 40.1 352 34.5 - - - - 40.8 - - - 353 34.5 - - - - 41.4 354 34.5 - - - - 41.9 - - - 355 34.5 - - - - 42.3 356 34.5 - - - - 42.5 357 34.5 - - - - 44.4 - - - 358 34.5 ---- 40.6 359 34.5 - - - - 43.5 - - - 3.1 34.5 - - - - 33.3 3.2 34.5 - - - - 33.6 3.3 34.5 - - - - 34.0 - - - 3.4 34.5 - - - - 34.4 - - - 3.5 34.5 - - - - 34.8 - - - 3.6 34.5 - - - - 26.8 - - - 3.7 34.5 - - - - 27.5 3.8 34.5 - - - - 28.3 - - - 3.9 34.5 - - - - 29.5 - - - 3.10 34.5 - - - - 30.4 - - - 3.11 34.5 - - - - 31.5 - - - 3.12 34.5 - - - - 32.3 3.13 34.5 - - - - 26.8 - - - 3.14 34.5 - - - - 27.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 3.15 34.5 - - - - 28.3 - - - 3.16 34.5 - - - - 29.5 - - - 3.17 34.5 - - - - 30.4 3.18 34.5 - - - - 31.5 - - - 3.19 34.5 - - - - 32.3 - - - 3.20 34.5 - - - - 26.9 - - - 3.21 34.5 - - - - 27.6 - - - 3.22 34.5 - - - - 28.4 3.23 34.5 - - - - 29.6 - - - 3.24 34.5 - - - - 30.5 - - - 3.25 34.5 - - - - 31.6 3.26 34.5 - - - - 32.4 - - - P1 34.5 K= 8.00 32.1 45.3 P2 34.5 K= 8.00 31.9 45.2 P3 34.5 K= 8.00 31.9 45.2 P4 34.5 K= 8.00 31.9 45.2 P5 34.5 K= 8.00 26.6 41.3 P6 34.5 K= 8.00 25.7 40.6 P7 34.5 K= 8.00 25.3 40.2 P8 34.5 K= 8.00 25.0 40.0 P9 34.5 K= 8.00 25.0 40.0 P10 34.5 K= 8.00 25.0 40.0 P11 -. 34.5 K= 8.00 25.2 40.1 P12 34.5 K= 8.00 25.8 40.6 P13 34.5 K= 8.00 26.6 41.3 P14 34.5 K= 8.00 25.7 40.6 P15 34.5 K= 8.00 25.3 40.2 P16 34.5 K= 8.00 25.0 40.0 P17 34.5 K= 8.00 25.0.40.0 P18 34.5 K= 8.00 25.0 40.0 P19 34.5 K= 8.00 25.2 40.1 220 34.5 K= 8.00 25.8 40.6 P21 34.5 K= 8.00 26.7 41.4 P22 34.5 K= 8.00 25.8 40.7 P23 34.5 K= 8.00 25.4 40.3 P24 34.5 K= 8.00 25.1 40.1 225 34.5 K= 8.00 25.1 40.1 P26 34.5 K= 8.00 25.1 40.1 P27 34.5 K= 8.00 25.3 40.2 P28 34.5 K= 8.00 25.9 40.7 P50 34.5 - - - - 36.6 P51 34.5 - - - - 36.6 - - - P52 34.5 - - - - 36.6 P53 34.5 - - - - 36.7 P54 34.5 - - - - 36.7 - - - 255 34.5 - - - - 36.7 P56 34.5 - - - - 36.7 P57 34.5 - - - - 36.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P58 34.5 - - - - 37.3 - - - P59 34.5 - - - - 37.3 - - - P60 34.5 - - - - 37.3 P61 34.5 - - - - 37.3 - - - P62 34.5 - - - - 37.3 P63 34.5 - - - - 37.3 - - - P64 34.5 - - - - 37.3 - - - P65 34.5 - - - - 37.4 -- - P66 34.5 - - - - 38.0 - - - P67 34.5 - - - - 38.0 - - - P68 34.5 - - - - 38.0 P69 34.5 - - - - 38.0 P70 34.5 - - - - 38.0 P71 34.5 - - - - 38.0 - - - P72 34.5 - - - - 38.0 - - - P73 34.5 - - - - 38.0 P74 34.5 - - - - 38.7 - - - P75 34.5 •---- 38.7 P76 34.5 - - - - 38.7 - - - - ------- .- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1650.2 11.734 PL 85.00 PF 0.9 SRC 10.0 SRCE 78.8 (N/A) 4.9 150 FTG T2LG PE 4.8 8" -1.0 0.0 82.6 0.0 0.002 TL 368.65 PV Pipe: 2 401.4 8.044 PL 47.00 PF 0.1 8" -1.0 0.0 82.6 0.0 2.5 150 FTG 2L PE 0.0 HYD1 -1.0 0.0 82.€ 0.0 0.001 TL 87.82 PV Pipe: 3 401.4 8.044 PL 4.00 PF 0.0 HYD1 -LO 0.0 82.6 0.0 2.5 150 FTG ---- PE 0.0 B1 -1.0 0.0 82.5 0.0 0.001 TL 4.00 PV Pipe: 4 401.4 8.044 PL 258.00 PF 0.3 Bi -1.0 0.0 82.5 0.0 2.5 150 FTG L PE 0.0 1-IYD2 -2.0 0.0 82.2 0.0 0.001 TL 278.41 PV Pipe: 5 401.4 8.044 PL 225.00 PF 0.3 HYD2 -1.0 0.0 82.2 0.0 2.5 150 FTG 3L PE 0.0 B2 -1.0 0.0 81.9 0.0 0.001 TL 286.23 PV Pipe: 6 401.4 8O44PL 10.00 PF 0.0 B2 -1.0 0.0 81.9 0.0 2.5 150 FTG ---- PE 0.0 HYD3 -1.0 0.0 81.9 0.0 0.001 TL 10.00 PV Pipe: 7 401.4 8.044 PL 212.00 PF 0.3 HYD3 -1.0 0.0 81.9 0.0 2.5 150 FTG L PE 0.0 B3 -1.0 0.0 81.7 0.0 0.001 TL 232.41 PV Pipe: 8 401.4 8.044 PL 10.00 PF 0.0 B3 -1.0 0.0 81.7 0.0 2.5 150 FTG ---- PE 0.0 HYD4 -2.0 0.0 82.7 0.0 0.001 TL 10.00 PV Pipe: 9 401.4 8.044 PL 152.00 PF 0.2 HYD4 -1.0 0.0 81.7 0.0 2.5 150 FTG 2L PE 0.0 A -1.0 H.S. 81.4 500.0 0.001 TL 192.82 PV Pipe: 10 -1248.8 8.044 PL 80.00 PF 1.2 A -1.0 H.S. 81.4 500.0 7.9 150 FTG T PE 0.0 8" -1.0 0.0 82.6 0.0 0.009 TL 134.95 PV Pipe: 11 1150.2 8.044 PL 30.00 PF 1.0 A -1.0 H.S. 81.4 500.0 7.3 150 FTG T2L PE -1.7 RPAIN 3.0 0.0 78.8 0.0 0.008 TL 125.77 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SU14. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 FIXED PRESSURE LOSS DEVICE RPAIN 3.0 0.0 78.8 0.0 9.0 Psi, 1150.2 gpm RPAOUT 3.0 0.0 69.8 0.0 Pipe: 13 1150.2 8.044 PL 34.00 PF 0.9 RPAOLTT 3.0 0.0 69.8 0.0 7.3 150 FTG 4L PE 1.7 DIP -1.0 0.0 70.6 0.0 0.008 TL 115.64 PV Pipe: 14 1150.2 8.510 PL 10.00 PF 0.4 DIP -1.0 0.0 70.6 0.0 6.5 140 FTG 2L PE -0.9 BOR 2.0 0.0 69.4 0.0 0.007 TL 57.27 PV Pipe: 15 1150.2 6.357 PL 8.50 PF 0.3 BOR 1.0 0.0 69.4 0.0 11.6 120 FTG ---- PE -3.7 1ST 9.5 0.0 65.4 0.0 0.036 TL 8.50 PV Pipe: 16 840.4 6.357 PL 10.00 PF 0.2 1ST 9.5 0.0 65.4 0.0 8.5 120 FTG ---- PE -4.3 2N13 19.5 0.0 60.8 0.0 0.020 TL 10.00 PV Pipe: 17 309.8 4.310 PL 10.00 PF 0.2 1STA 9.5 0.0 62.8 0.0 6.8 120 FTG ---- PE -4.3 2NDA. 19.5 0.0 58.3 0.0 0.021 TL. -10.00 P1 Pipe: 18 576.9 4.310 PL 15.00 PF 1.0 2NDA 19.5 0.0 58.3 0.0 12.7 120 FTG ---- PE -6.5 3RDA 34.5 0.0 50.7 0.0 0.067 TL 25.00 PV Pipe: 19 309.8 6.357 FL 4.00 PF 0.1 1ST 9.5 0.0 65.4 0.0 3.1 120 FTG T PE 0.0 1 9.5 0.0 65.2 0.0 0.003 TL 41.72 PV Pipe: 20 309.8 6.357 FL 19.33 PF 0.1 1 9.5 0.0 65.2 0.0 3.1 120 FTG L PE 0.0 2 9.5 0.0 65.1 0.0 0.003 TL 30.65 PV Pipe: 21 165.4 4.310 PL 7.00 PF 0.3 2 9.5 0.0 65.1 0.0 3.6 120 FTG TL PE 0.0 3 9.5 0.0 64.9 0.0 0.007 TL 43.24 PV Pipe: 22 146.0 4.310 PL 7.75 PF 0.0 3 9.5 0.0 64.9 0.0 3.2 120 FTG ---- PE 0.0 4 9.5 0.0 64.8 0.0 0.005 TL 7.75 PV Pipe: 23 133.8 4.310 PL 4.00 PF 0.0 4 9.5 0.0 64.8 0.0 2.9 120 FTG ---- PE 0.0 5 9.5 0.0 64.8 0.0 0.004 TL 4.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 122.3 4.310 PL 10.00 PF 0.0 5 9.5 0.0 64.8 0.0 2.7 120 FTG ---- PE 0.0 6 9.5 0.0 64.8 0.0 0.004 TL 10.00 PV Pipe: 25 106.0 4.310 PL 8.50 PF 0.0 6 9.5 0.0 64.8 0.0 2.3 120 FTG ---- PE 0.0 7 9.5 0.0 64.7 0.0 0.003 TL 8.50 PV Pipe: 26 90.0 4.310 PL 8.50 PF 0.0 7 9.5 0.0 64.7 0.0 2.0 120 FTG ---- PE 0.0 8 9.5 0.0 64.7 0.0 0.002 TL 8.50 PV Pipe: 27 74.9 4.310 PL 5.75 PF 0.0 8 9.5 0.0 64.7 0.0 1.6 120 FTG ---- PE 0.0 9 9.5 0.0 64.7 0.0 0.002 TL 5.75 PV Pipe: 28 59.7 4.310 PL 10.17 PF 0.0 9 9.5 0.0 64.7 0.0 1.3 120 FTG ---- PE 0.0 9.5 0.0 €4.7 0.0 0.001 TL 10.17 PV Pipe: 29 44.6 4.310 PL 9.42 PF 0.0 10 9.5 0.0 64.7 0.0 1.0 120 FTG ---- PE 0.0 11 950.0 647 0.0 0.001 TL 9.42 PV Pipe: 30 29.7 4.310 PL 10.00 PF 0.0 11 9.5 0.0 64.7 0.0 0.7 120 FTG ---- PE 0.0 12 9.5 0.0 64.7 0.0 0.000 TL 20.00 FV Pipe: 31 14.9 4.310 PL 10.00 PF 0.0 12 9.5 0.0 64.7 0.0 0.3 120 FTG ---- PE 0.0 13 9.5 0.0 64.7 0.0 0.000 TL 10.00 PV Pipe: 32 144.4 4.310 PL 15.00 PF 0.2 2 9.5 0.0 65.1 0.0 3.2 120 FTG 3L PE 0.0 14 9.5 0.0 64.9 0.0 0.05 TL 40.09 PV Pipe: 33 124.9 4.310 PL 6.25 PF 0.0 14 9.5 0.0 64.9 0.0 2.7 120 FTG ---- PE 0.0 15 9.5 0.0 64.9 0.0 0.004 TL 6.25 PV Pipe: 34 105.5 4.310 PL 10.00 PF 0.0 15 9.5 0.0 64.9 0.0 2.3 120 FTG ---- PE 0.0 16 9.5 0.0 64.9 0.0 0.003 TL 10.00 PV Pipe: 35 86.9 4.310 PL 9.75 PF 0.0 16 9.5 0.0 64.9 0.0 1.9 120 FTG ---- PE 0.0 17 9.5 0.0 64.9 0.0 0.002 TL 9.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/2/20075\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 72.1 4.310 PL 9.00 PF 0.0 17 9.5 0.0 64.9 0.0 1.6 120 FTG ---- FE 0.0 lB 9.5 0.0 64.9 0.0 0.001 TL 9.00 PV Pipe: 37 58.0 4.310 PL 4.00 PF 0.0 18 9.5 0.0 64.9 0.0 1.3 120 FTG ---- PE 0.0 19 9.5 0.0 64.8 0.0 0.001 TL 4.00 PV Pipe: 38 43.3 4.310 PL 9.00 PF 0.0 19 9.5 0.0 64.8 0.0 1.0 120 FTG ---- FE 0.0 20 9.5 0.0 64.8 0.0 0.001 TL 9.00 PV Pipe: 39 28.8 4.310 FL 7.33 PF 0.0 20 9.5 0.0 64.8 0.0 0.6 120 FTG ---- FE 0.0 21 9.5 0.0 64.8 0.0 0.000 TL 7.33 PV Pipe: 40 14.4 4.310 FL 10.00 PF 0.0 21 9.5 0.0 64.8 0.0 0.3 120 FTG ---- FE 0.0 22 9.5 0.0 €4.B 0.0 0.000 TL 10.00 PV Pipe: 41 -24.5 4.310 PL 10.00 PP 0.0 23 9.5 0.0 64.3 0.0 0.5 120 FTG ---- PE 0.0 24 9.5. 0.0 64-3 0.0 .... 0-000 TL .10O_ PV. Pipe: 42 -9.7 4.310 PL 10.00 PP 0.0 24 9.5 0.0 64.3 0.0 0.2 120 FTG ---- PE 0.0 25 9.5 0.0 64.3 0.0 0.000 TL 10.00 PV Pipe: 43 5.2 4.310 PL 9.42 PF 0.0 25 9.5 0.0 64.3 0.0 0.1 120 FTG ---- FE 0.0 26 9.5 0.0 64.3 0.0 0.000 TL 9.42 PV Pipe: 44 20.3 4.310 PL 10.42 PP 0.0 26 9.5 0.0 64.3 0.0 0.4 120 FTG ---- FE 0.0 27 9.5 0.0 64.3 0.0 0.000 TL 10.42 PV Pipe: 45 35.5 4.310 PL 5.50 PF 0.0 27 9.5 0.0 64.3 0.0 0.8 120 FTG ---- FE 0.0 28 9.5 0.0 64.3 0.0 0.000 TL 5.50 PV Pipe: 46 50.6 4.310 PL 8.50 PF 0.0 28 9.5 0.0 64.3 0.0 1.1 120 FTG ---- FE 0.0 29 9.5 0.0 64.3 0.0 0.001 TL 8.5.0 PV Pipe: 47 66.7 4.310 FL 10.50 PF 0.0 29 9.5 0.0 64.3 0.0 1.5 120 FTG ---- PE 0.0 30 9.5 0.0 64.3 0.0 0.001 TL 10.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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 82.9 4.310 PL 9.75 PF 0.0 30 9.5 . 0.0 64.3 0.0 1.8 120 FTG ---- PE 0.0 31 9.5 0.0 64.3 0.0 0.002 TL 9.75 FV Pipe: 49 106.6 4.310 PL 10.00 PF 0.0 31 9.5 0.0 64.3 0.0 2.3 120 FTG ---- PE 0.0 32 9.5 0.0 64.2 0.0 0.003 TL 10.00 PV Pipe: 50 126.0 4.310 PL 13.00 PF 0.1 32 9.5 0.0 64.2 0.0 2.8 120 FTG 2L PE 0.0 33 9.5 0.0 64.1 0.0 0.004 TL 29.72 PV Pipe: 51 138.4 4.310 PL 9.50 PF 0.0 33 9.5 0.0 64.1 0.0 3.0 120 FTG ---- PE 0.0 34 9.5 0.0 64.1 0.0 0.005 TL 9.50 PV Pipe: 52 152.6 4.310 PL 9.50 PF 0.1 34 9.5 0.0 64.1 0.0 3.4 120 FTG ---- PE 0.0 35 9.5 0.0 64.0 0.0 0.006 TL 9.50 Pv Pipe: 53 165.4 4.310 PL 3.00 PF 0.0 35 9.5 0.0 64.0 0.0 3.6 120 FTG --i-- PE 0.0 -- 0.0 0.007 TL 3.00 PV Pipe: 54 -144.4 4.310 PL 3.67 PF 0.2 36 9.5 0.0 64.0 0.0 3.2 120 FTG TL PE 0.0 37 9.5 0.0 64.2 0.0 0.005 TL 39.91 pv Pipe: 55 -124.9 4.310 PL 6.25 PF 0.0 37 9.5 0.0 64.2 0.0 2.7 120 FTG ---- FE 0.0 38 9.5 0.0 64.2 0.0 0.004 TL 6.25 PV Pipe: 56 -105.5 4.310 PL 10.00 PF 0.0 38 9.5 0.0 64.2 0.0 2.3 120 FTG ---- FE 0.0 39 9.5 0.0 64.3 0.0 0.003 TL 10.00 PV Pipe: 57 -86.9 4.310 PL 25.10 PF 0.1 39 9.5 0.0 64.3 0.0 1.9 120 FTG 5L FE 0.0 40 9.5 0.0 64.4 0.0 0.002 TL 66.91 PV Pipe: 58 -72.1 4.310 PL 9.00 PF 0.0 40 9.5 0.0 64.4 0.0 1.6 120 FTG ---- PE 0.0 41 9.5 0.0 64.4 0.0 0.001 TL 9.00 P17 Pipe: 59 -58.0 4.310 PL 4.00 PF 0.0 41 9.5 0.0 64.4 0.0 1.3 120 FTG ---- PE 0.0 42 9.5 0.0 64.4 0.0 0.001 TL 4.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 60 -43.3 4.310 PL 9.00 PF 0.0 42 9.5 0.0 64.4 0.0 1.0 120 FTG ---- PE 0.0 43 9.5 0.0 64.4 0.0 0.001 TL 9.00 PV Pipe: 61 -28.8 4.310 PL 7.33 PF 0.0 43 9.5 0.0 64.4 0.0 0.6 120 FTG ---- PE 0.0 44 9.5 0.0 64.4 0.0 0.000 TL 7.33 PV Pipe: 62 -14.4 4.310 PL 10.00 PF 0.0 44 9.5 0.0 64.4 0.0 0.3 120 FTG ---- PE 0.0 45 9.5 0.0 64.4 0.0 0.000 TL 20.00 PV Pipe: 63 309.8 4.310 PL 20.67 PF 1.2 36 9.5 0.0 64.0 0.0 6.8 120 FTG TL PE 0.0 1STA 9.5 0.0 62.8 0.0 0.021 TL 56.91 PV Pipe: 64 39.4 4.310 PL 8.67 PF 0.0 23 9.5 0.0 64.3 0.0 0.9 120 FTG L PE 0.0 46 9.5 0.0 64.3 0.0 0.000 TL 17.03 PV Pipe: 65 27.0 4.310 PL 17.50 PF 0.0 46 9.5 0.0 64.3 0.0 0.6 120 FTG 2L PE 0.0 47 9.5 0.0 _4.3 0.0 O.000TL :3422PV. Pipe: 66 12.8 4.310 PL 4.50 PF 0.0 47 9.5 0.0 64.3 0.0 0.3 120 FTG ---- PE 0.0 48 9.5 0.0 64.3 0.0 0.000 TL 4.50 PV Pipe: 67 14.9 2.203 PL 158.00 PF 0.4 13 9.5 0.0 64.7 0.0 1.3 120 FTG 2T PE 0.0 23 9.5 0.0 64.3 0.0 0.002 TL 185.28 PV Pipe: 68 14.9 2.203 PL 158.00 PF 0.4 12 9.5 0.0 64.7 0.0 1.3 120 FTG 2T PE 0.0 24 9.5 0.0 64.3 0.0 0.002 TL 195.26 PV Pipe: 69 14.9 2.203 PL 158.00 PF 0.4 11 9.5 0.0 64.7 0.0 1.3 120 FTG 2T PE 0.0 25 9.5 0.0 64.3 0.0 0.002 TL 185.28 PV Pipe: 70 15.0 2.203 PL 155.00 PF 0.3 10 9.5 0.0 64.7 0.0 1.3 120 FTG T PE 0.0 205 9.5 0.0 64.4 0.0 0.002 TL 268.64 PV Pipe: 71 15.0 2.203 FL 3.00 PF 0.0 105 9.5 0.0 64.4 0.0 1.3 120 FTG T PE 0.0 26 9.5 0.0 64.3 0.0 0.002 TL 16.64 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 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: 72 15.3 2.203 PL 155.00 PF 0.4 9 9.5 0.0 64.7 0.0 1.3 120 FTG T PE 0.0 1.4 9.5 0.0 64.3 0.0 0.002 TL 168.64 PV Pipe: 73 15.3 2.203 PL 3.00 PF 0.0 1.4 9.5 0.0 64.3 0.0 1.3 120 FTG T PE 0.0 27 9.5 0.0 64.3 0.0 0.002 TL 16.64 PV Pipe: 74 0.0 1.080 PL 0.50 PF 0.0 1.4 9.5 0.0 64.3 0.0 0.0 120 FTG T PE 0.0 204 9.5 0.0 64.3 0.0 0.000 TL 6.26 PV Pipe: 75 15.1 2.203 PL 155.50 PP 0.4 8 9.5 0.0 64.7 0.0 1.3 120 FTG TL PE 0.0 103 9.5 0.0 64.4 0.0 0.002 TL 173.23 PV Pipe: 76 15.1 2.203 PL 3.50 PF 0.0 103 9.5 0.0 64.4 0.0 1.3 120 FTG TL PE 0.0 28 9.5 0.0 64.3 0.0 0002 TL 21.23 PV Pipe: 77 16.0 2.203 PL 155.00 PP 0.4 7 9.5 0.0 64.7 0.0 1.3 120 FTG T PE 0.0 102 0.0 64.3 0.0 0.002 TL 168.64 PV Pipe: 78 16.0 2.203 PL 3.00 PF 0.0 102 9.5 0.0 64.3 0.0 1.3 120 FTG T FE 0.0 29 9.5 0.0 64.3 0.0 0.002 TL 26.64 PV Pipe: 79 16.3 2.203 FL 157.00 PP 0.4 6 9.5 0.0 64.8 0.0 1.4 120 FTG T2L FE 0.0 101 9.5 0.0 64.3 0.0 0.002 TL 178.82 PV Pipe: 80 16.3 2.203 PL 3.00 PP 0.0 101 9.5 0.0 64.3 0.0 1.4 120 FTG T PE 0.0 30 9.5 0.0 64.3 0.0 0.002 TL 16.64 PV Pipe: 81 11.5 2.203 PL 112.00 PF 0.2 5 9.5 0.0 64.8 0.0 1.0 120 FTG TL FE 0.0 1.5 9.5 0.0 64.6 0.0 0.001 TL 129.73 PV Pipe: 82 12.2 2.203 FL 112.50 PF 0.2 4 9.5 0.0 64.8 0.0 1.0 120 FTG TL PE 0.0 1.5 9.5 0.0 64.6 0.0 0.001 TL 130.23 PV Pipe: 83 23.7 2.203 PL 47.67 PF 0.4 1.5 9.5 0.0 64.6 0.0 2.0 120 FTG 2T PE 0.0 31 9.5 0.0 64.3 0.0 0.005 TL 74.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) S1Th4. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 84 19.4 2.203 PL 158.00 PF 0.6 3 9.5 0.0 64.9 0.0 1.6 120 FTG 2T PE 0.0 32 9.5 0.0 64.2 0.0 0.003 TL 185.28 PV Pipe: 85 19.5 2.203 PL 177.17 PF 0.7 14 9.5 0.0 64.9 0.0 1.6 120 FTG 2T3L PE 0.0 37 9.5 0.0 64.2 0.0 0.003 TL 216.72 PV Pipe: 86 19.4 2.203 PL 176.00 PF 0.7 15 9.5 0.0 64.9 0.0 1.6 120 FTG 2T PE 0.0 38 9.5 0.0 64.2 0.0 0.003 TL 203.28 PV Pipe: 87 18.5 2.203 PL 176.00 PF 0.6 16 9.5 0.0 64.9 0.0 1.6 120 FTG 2T PE 0.0 39 9.5 0.0 64.3 0.0 0.003 TL 203.28 PV Pipe: 88 14.8 2.203 PL 191.00 PF 0.5 17 9.5 0.0 64.9 0.0 1.2 120 FTG 2T3L PE 0.0 40 9.5 0.0 64.4 0.0 0.002 TL 230.55 PV Pipe: 89 14.2 2.203 PL 191.00 PF 0.4 18 9.5 0.0 64.9 0.0 1.2 120 FTG 3TL PE 0.0 41 - 9.5 0.0 64.4: 0.0 0.Q02 TL- 236.01 PV Pipe: 90 14.7 2.203 PL 190.00 PF 0.4 19 9.5 0.0 64.8 0.0 1.2 120 FTG 2T PE 0.0 42 9.5 0.0 64.4 0.0 0.002 TL 227.28 PV Pipe: 91 14.5 2.203 PL 190.00 PF 0.4 20 9.5 0.0 64.8 0.0 1.2 120 FTG 2T PE 0.0 43 9.5 0.0 64.4 0.0 0.002 TL 217.28 PV Pipe: 92 14.4 2.203 PL 190.00 PF 0.4 21 9.5 0.0 64.8 0.0 1.2 120 FTG 2T PE 0.0 44 9.5 0.0 64.4 0.0 0.002 TL 217.28 PV Pipe: 93 14.4 2.203 PL 190.00 PF 0.4 22 9.5 0.0 64.8 0.0 1.2 120 FTG 2T PE 0.0 45 9.5 0.0 64.4 0.0 0.002 TL 217.28 PV Pipe: 94 -12.4 2.203 PL 16.50 PF 0.0 33 9.5 0.0 64.1 0.0 1.0 120 FTG TL PE 0.0 106 9.5 0.0 64.2 0.0 0.002 TL 34.23 PV Pipe: 95 -12.4 2.203 PL 10.00 PF 0.0 106 9.5 0.0 64.2 0.0 1.0 120 FTG ---- PE 0.0 107 9.5 0.0 64.2 0.0 0.001 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 10/2/20075\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 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: 96 -12.4 2.203 PL 10.00 PF 0.0 107 9.5 0.0 64.2 0.0 1.0 120 FTG ---- PE 0.0 106 9.5 0.0 64.2 0.0 0.001 TL 10.00 PV Pipe: 97 -12.4 2.203 PL 10.00 PF 0.0 108 9.5 0.0 64.2 0.0 1.0 120 FTG ---- PE 0.0 109 9.5 0.0 64.2 0.0 0.001 TL 10.00 PV Pipe: 98 -12.4 2.203 PL 10.00 PF 0.0 109 9.5 0.0 64.2 0.0 1.0 120 FTG ---- PE 0.0 110 9.5 0.0 64.2 0.0 0.001 TL 10.00 PV Pipe: 99 -12.4 2.203 FL 10.00 PF 0.0 110 9.5 0.0 64.2 0.0 1.0 120 FTG ---- PE 0.0 111 9.5 0.0 64.2 0.0 0.001 TL 10.00 PV Pipe: 100 -12.4 2.203 PL 10.00 PF 0.0 111 9.5 0.0 64.2 0.0 1.0 120 FTG ---- PE 0.0 112 9.5 0.0 64.3 0.0 0001 TL 10.00 V Pipe: 101 -12.4 2.203 PL 17.00 PF 0.0 112 9.5 0.0 64.3 0.0 1.0 120 FTG T PE 0.0 46 9.5 0.0 64.3 0.0 0.001 TL. 30.64 PV Pipe: 102 -14.2 2.203 PL 16.50 PF 0.1 34 9.5 0.0 64.1 0.0 1.2 120 FTG TL PE 0.0 1.13 9.5 0.0 64.1 0.0 0.002 TL 34.23 FV Pipe: 103 -14.2 2.203 PL 10.00 PF 0.0 1.13 9.5 0.0 64.1 0.0 1.2 120 FTG ---- PE 0.0 1.14 9.5 0.0 64.2 0.0 0.002 TL 10.00 PV Pipe: 104 -14.2 2.203 PL 10.00 PF 0.0 1.14 9.5 0.0 64.2 0.0 1.2 120 FTG ---- PE 0.0 1.15 9.5 0.0 64.2 0.0 0.002 TL 10.00 FV Pipe: 105 -14.2 2.203 FL 10.00 PF 0.0 1.15 9.5 0.0 64.2 0.0 1.2 120 FTG ---- FE 0.0 1.17 9.5 0.0 64.2 0.0 0.002 TL 10.00 PV Pipe: 106 -14.2 2.203 FL 10.00 PF 0.0 1.17 9.5 0.0 64.2 0.0 1.2 120 FTG ---- FE 0.0 119 9.5 0.0 64.2 0.0 0.002 TL 10.00 PV Pipe: 107 -14.2 2.203 FL 10.00 FF 0.0 119 9.5 0.0 64.2 0.0 1.2 120 FTG ---- FE 0.0 120 9.5 0.0 64.2 0.0 0.002 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 10/2/20075\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 108 -14.2 2.203 PL 10.00 PF 0.0 120 9.5 0.0 64.2 0.0 1.2 120 FTG ---- FE 0.0 121 9.5 0.0 €4.3 0.0 0.002 TL 10.00 PV Pipe: 109 -14.2 2.203 FL 9.00 PF 0.0 121 9.5 0.0 64.3 0.0 1.2 120 FTG T PE 0.0 47 9.5 0.0 64.3 0.0 0.002 TL 22.64 PV Pipe: 110 0.0 1.080 FL 0.50 PF 0.0 1.13 9.5 0.0 64.1 0.0 0.0 120 FTG T PE 0.0 113 9.5 0.0 64.1 0.0 0.000 TL 6.26 PV Pipe: 111 0.0 1.080 FL 0.50 PF 0.0 1.14 9.5 0.0 64.2 0.0 0.0 120 FTG T FE 0.0 114 9.5 0.0 64.2 0.0 0.000 TL 6.26 PV Pipe: 112 0.0 1.080 FL 2.00 PF 0.0 1.15 9.5 0.0 64.2 0.0 0.0 120 FTG T FE 0.0 115 9.5 0.0 €4.2 0.0 0.000 TL 7.7r, PV Pipe: 113 0.0 1.080 FL 3.00 PF 0.0 1.15 9.5 0.0 64.2 0.0 0.0 120 FTG T FE 0.0 116 0.0 0.000 TL 8.76 PV Pipe: 114 0.0 1.080 FL 2.00 PF 0.0 1.17 9.5 0.0 64.2 0.0 0.0 120 FTG T FE 0.0 117 9.5 0.0 64.2 0.0 0.000 TL 7.76 PV Pipe: 115 0.0 1.080 FL 3.00 PF 0.0 1.17 9.5 0.0 64.2 0.0 0.0 120 FTG T FE 0.0 118 9.5 0.0 64.2 0.0 0.000 TL 8.76 PV Pipe: 116 -12.8 2.203 FL 17.50 PF 0.1 35 9.5 0.0 64.0 0.0 1.1 120 FTG T2L FE 0.0 122 9.5 0.0 €4.1 0.0 0.002 TL 39.32 PV Pipe: 117 -12.8 2.203 FL 2.00 PF 0.0 122 9.5 0.0 64.1 0.0 1.1 120 FTG T FE 0.0 1.23 9.5 0.0 64.1 0.0 0.002 TL 15.64 PV Pipe: 118 -12.8 2.203 FL 10.00 PF 0.0 1.23 9.5 0.0 64.1 0.0 1.1 120 FTG ---- FE 0.0 1.25 9.5 0.0 64.1 0.0 0.002 TL 10.00 PV Pipe: 119 -12.8 2.203 FL 9.50 PF 0.0 1.25 9.5 0.0 64.1 0.0 1.1 120 FTG ---- FE 0.0 1.27 9.5 0.0 64.1 0.0 0.002 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 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: 120 -12.8 2.203 PL 0.50 PF 0.0 1.27 9.5 0.0 64.1 0.0 1.1 120 FTG ---- PE 0.0 128 9.5 0.0 €4.1 0.0 0.002 TL 0.50 PV Pipe: 121 -12.8 2.203 PL 10.00 PF 0.0 128 9.5 0.0 64.1 0.0 1.1 120 FTG ---- FE 0.0 129 9.5 0.0 64.2 0.0 0.002 TL 10.00 PV Pipe: 122 -12.8 2.203 PL 13.00 PF 0.0 129 9.5 0.0 64.2 0.0 1.1 120 FTG L FE 0.0 130 9.5 0.0 64.2 0.0 0.002 TL 17.09 PV Pipe: 123 -12.8 2.203 FL 10.50 PF 0.0 130 9.5 0.0 64.2 0.0 1.1 120 FTG L PE 0.0 131 9.5 0.0 64.2 0.0 0.002 TL 14.59 PV Pipe: 124 -12.8 2.203 FL 16.00 PF 0.1 131 9.5 0.0 64.2 0.0 1.1 120 FTG 5L FE 0.0 1.32 9.5 0.0 64.3 0.0 0.002 TL 36.46 PV Pipe: 125 -12.8 2.203 FL 9.00 PF 0.0 1.32 9.5 0.0 64.3 0.0 1.1 120 FTG T PE 0.0 48 9.5 0.0 64.3 0.0 0.002TL 22.6:4 RV Pipe: 126 0.0 2.203 FL 7.00 PF 0.0 1.23 9.5 0.0 64.1 0.0 0.0 120 FTG 4L FE 0.0 123 9.5 0.0 64.1 0.0 0.000 TL 23.37 PV Pipe: 127 0.0 2.203 FL 6.00 PF 0.0 123 9.5 0.0 64.1 0.0 0.0 120 FTG ---- PE 0.0 124 9.5 0.0 64.1 0.0 0.000 TL 6.00 PV Pipe: 128 0.0 1.080 FL 2.50 PF 0.0 1.25 9.5 0.0 64.1 0.0 0.0 120 FTG T PE 0.0 125 9.5 0.0 64.1 0.0 0.000 TL 8.26 PV Pipe: 129 0.0 1.080 FL 8.50 PF 0.0 1.25 9.5 0.0 64.1 0.0 0.0 120 FTG ET FE 0.0 126 9.5 0.0 64.1 0.0 0.000 TL 16.57 PV Pipe: 130 0.0 1.080 FL 6.00 PF 0.0 1.27 9.5 0.0 64.1 0.0 0.0 120 FTG ET FE 0.0 127 9.5 0.0 64.1 0.0 0.000 TL 14.07 ?V Pipe: 131 0.0 1.080 FL 2.50 PF 0.0 1.32 9.5 0.0 64.3 0.0 0.0 120 FTG ET FE 0.0 132 9.5 0.0 64.3 0.0 0.000 TL 10.57 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 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: 132 573.3 4.310 FL 5.17 PF 2.2 2ND 19.5 0.0 60.8 0.0 12.6 120 FTG T PE 0.0 201 19.5 0.0 58.6 0.0 0.066 TL 33.04 PV Pipe: 133 573.3 4.310 PL 9.33 PF 2.5 201 19.5 0.0 58.6 0.0 12.6 120 FTG T FE 0.0 202 19.5 0.0 56.2 0.0 0.066 TL 37.20 PV Pipe: 134 573.3 4.310 PL 15.00 PF 1.5 202 19.5 0.0 56.2 0.0 12.6 120 FTG L PE -6.5 ROOF 34.5 0.0 48.1 0.0 0.066 TL 23.36 PV Pipe: 135 267.1 6.357 FL 20.00 PF 0.2 2ND 19.5 0.0 60.8 0.0 2.7 120 FTG TL FE 0.0 203 19.5 0.0 60.7 0.0 0.002 TL 69.04 PV Pipe: 136 131.5 4.310 FL 3.00 PF 0.1 203 19.5 0.0 60.7 0.0 2.9 120 FTG T FE 0.0 204 19.5 0.0 €0.5 0.0 0.004 TL 30.87 PV Pipe: 137 115.1 4.310 PL 4.50 PF 0.0 204 19.5 0.0 60.5 0.0 2.5 120 FTG ---- FE 0.0 - .-._205..=•-19.5- 0.0 60.5 0.0 0.003 TL 4.50 PV. Pipe: 138 101.4 4.310 PL 8.00 PF 0.0 205 19.5 0.0 60.5 0.0 2.2 120 FTG ---- FE 0.0 206 19.5 0.0 60.5 0.0 0.003 TL 8.00 PV Pipe: 139 88.7 4.310 FL 7.00 PF 0.0 206 19.5 0.0 60.5 0.0 2.0 120 FTG ---- FE 0.0 207 19.5 0.0 60.5 0.0 0.002 TL 7.00 PV Pipe: 140 76.6 4.310 FL 8.00 PF 0.0 207 19.5 0.0 60.5 0.0 1.7 120 FTG ---- FE 0.0 208 19.5 0.0 60.5 0.0 0.002 TL 8.00 PV Pipe: 141 65.2 4.310 FL 4.50 PF 0.0 208 19.5 0.0 60.5 0.0 1.4 120 FTG ---- PE 0.0 209 19.5 0.0 60.5 0.0 0.001 TL 4.50 PV Pipe: 142 54.2 4.310 FL 8.83 PF 0.0 209 19.5 0.0 60.5 0.0 1.2 120 FTG ---- FE 0.0 210 19.5 0.0 60.5 0.0 0.001 TL 8.83 PV Pipe: 143 43.4 4.310 FL 10.00 PF 0.0 210 19.5 0.0 60.5 0.0 1.0 120 FTG ---- FE 0.0 211 19.5 0.0 60.5 0.0 0.001 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 21. DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 144 30.1 4.310 PL 6.17 PF 0.0 211 19.5 0.0 60.5 0.0 0.7 120 FTG ---- PE 0.0 212 19.5 0.0 €0.5 0.0 0.000 TL 6.17 FV Pipe: 145 30.1. 4.310 PL 8.83 PF 0.0 212 19.5 0.0 60.5 0.0 0.7 120 FTG ---- FE 0.0 213 19.5 0.0 60.5 0.0 0.000 TL 8.83 PV Pipe: 146 19.8 4.310 FL 10.00 PF 0.0 213 19.5 0.0 60.5 0.0 0.4 120 FTG ---- PE 0.0 214 19.5 0.0 60.5 0.0 0.000 TL 10.00 PV Pipe: 147 9.6 4.310 FL 6.17 PF 0.0 214 19.5 0.0 60.5 0.0 0.2 120 FTG ---- PE 0.0 215 19.5 0.0 60.5 0.0 0.000 TL 6.17 PV Pipe: 148 9.8 4.310 PL 8.75 PP 0.0 215 19.5 0.0 60.5 0.0 0.2 120 FTG ---- P.E 0.0 21€ 19.5 0.0 60.5 0.0 0.000 TL B.75 PV Pipe: 149 135.6 4.310 PL 6.17 PP 0.2 203 19.5 0.0 60.7 0.0 3.0 120 FTG T PE 0.0 217 19.5 -0.0 60.5 7 0.-0 0.005 TL 34.04 PV Pipe: 150 118.8 4.310 PL 8.33 PP 0.0 217 19.5 0.0 60.5 0.0 2.6 120 FTG ---- PE 0.0 218 19.5 0.0 60.5 0.0 0.004 TL 8.33 PV Pipe: 151 102.9 4.310 FL 8.00 PF 0.0 218 19.5 0.0 60.5 0.0 2.3 120 FTG ---- PE 0.0 219 19.5 0.0 60.5 0.0 0.003 TL 8.00 PV Pipe: 152 87.8 4.310 PL 4.50 PF 0.0 219 19.5 0.0 60.5 0.0 1.9 120 FTG ---- FE 0.0 220 19.5 0.0 60.5 0.0 0.002 TL 4.50 PV Pipe: 153 74.4 4.310 FL 3.00 PF 0.0 220 19.5 0.0 60.5 0.0 1.6 120 FTG ---- FE 0.0 221 19.5 0.0 60.5 0.0 0.002 TL 3.00 PV Pipe: 154 55.2 4.310 FL 4.50 PF 0.0 221 19.5 0.0 60.5 0.0 1.2 120 FTG ---- FE 0.0 222 19.5 0.0 60.4 0.0 0.001 TL 4.50 PV Pipe: 155 41.2 4.310 FL 8.00 PF 0.0 222 19.5 0.0 60.4 0.0 0.9 120 FTG ---- FE 0.0 223 - 19.5 0.0 60.4 0.0 0.001 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 22 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 156 27.3 4.310 PL 8.67 PF 0.0 223 19.5 0.0 60.4 0.0 0.6 120 FTG ---- PE 0.0 224 19.5 0.0 60.4 0.0 0.000 TL 8.67 PV Pipe: 157 13.5 4.310 PL 5.83 PF 0.0 224 19.5 0.0 60.4 0.0 0.3 120 FTG ---- PE 0.0 225 19.5 0.0 60.4 0.0 0.000 TL 5.83 PV Pipe: 158 18.9 4.310 PL 6.66 PF 0.0 221 19.5 0.0 60.5 0.0 0.4 120 FTG TL PE 0.0 226 19.5 0.0 60.4 0.0 0.000 TL 42.90 PV Pipe: 159 13.5 4.310 PL 5.50 PF 0.0 229 19.5 0.0 60.0 0.0 0.3 120 FTG ---- PE 0.0 230 19.5 0.0 60.0 0.0 0.000 TL 5.50 PV Pipe: 160 27.3 4.310 PL 8.67 PF 0.0 230 19.5 0.0 60.0 0.0 0.6 120 FTG ---- PE 0.0 231 19.5 0.0 60.0 0.0 0.000 TL 8.67 P11 Pipe: 161 41.2 4.310 PL 8.00 PF 0.0 231 19.5 0.0 60.0 0.0 0.9 120 FTG ---- PE 0.0 232 19.5 0.0 600 0.0 0.001 TL 8.00 PV - Pipe: 162 55.2 4.310 PL 7.50 PF 0.0 232 19.5 0.0 60.0 0.0 1.2 120 FTG ---- PE 0.0 233 19.5 0.0 60.0 0.0 0.001 TL 7.50 PV Pipe: 163 68.6 4.310 PL 21.00 PF 0.0 233 19.5 0.0 60.0 0.0 1.5 120 FTG 2L PE 0.0 234 19.5 0.0 60.0 0.0 0.001 TL 37.72 PV Pipe: 164 83.7 4.310 PL 6.50 PF 0.0 234 19.5 0.0 60.0 0.0 1.8 120 FTG ---- PE 0.0 235 19.5 0.0 60.0 0.0 0.002 TL 6.50 V Pipe: 165 99.6 4.310 PL 8.33 PF 0.0 235 19.5 0.0 60.0 0.0 2.2 120 FTG ---- PE 0.0 236 19.5 0.0 59.9 0.0 0.003 TL 8.33 PV Pipe: 166 116.4 4.310 PL 9.83 PF 0.1 236 19.5 0.0 59.9 0.0 2.6 120 FTG L FE 0.0 237 19.5 0.0 59.9 0.0 0.003 TL 18.19 FV Pipe: 167 -131.8 4.310 PL 5.00 PF 0.1 237 19.5 0.0 59.9 0.0 2.9 120 FTG T PE 0.0 238 - 19.5 0.0 60.0 0.0 0.004 TL 32.87 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 23 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 168 -115.3 4.310 FL 5.17 PF 0.1 238 19.5 0.0 60.0 0.0 2.5 120 FTG TL FE 0.0 239 19.5 0.0 60.2 0.0 0.003 TL 41.41 PV Pipe: 169 -101.7 4.310 PL 8.00 PF 0.0 239 19.5 0.0 60.2 0.0 2.2 120 FTG ---- FE 0.0 240 19.5 0.0 60.2 0.0 0.003 TL 8.00 PV Pipe: 170 -88.9 4.310 FL 7.00 PF 0.0 240 19.5 0.0 60.2 0.0 2.0 120 FTG ---- FE 0.0 241 19.5 0.0 60.2 0.0 0.002 TL 7.00 PV Pipe: 171 -76.9 4.310 PL 8.00 PF 0.0 241 19.5 0.0 60.2 0.0 1.7 120 FTG ---- PE 0.0 242 19.5 0.0 60.2 0.0 0.002 TL 8.00 PV Pipe: 172 -65.4 4.310 FL 4.50 PP 0.0 242 19.5 0.0 60.2 0.0 1.4 120 FTG ---- FE 0.0 243 19.5 0.0 60.2 0.0 0.001 TL 4.50 FV Pipe: 173 -54.5 4.310 PL 8.83 PP 0.0 243 19.5 0.0 60.2 0.0 1.2 120 FTG ----. FE 0.0 244 195 G:.O .602 0;0 0.001 TL 8.83 PV Pipe: 174 -43.7 4.310 FL 10.00 PF 0.0 244 19.5 0.0 60.2 0.0 1.0 120 FTG ---- FE 0.0 245 19.5 0.0 60.2 0.0 0.001 TL 10.00 PV Pipe: 175 -36.4 4.310 FL 6.17 PF 0.0 245 19.5 0.0 60.2 0.0 0.8 120 FTG ---- PE 0.0 246 19.5 0.0 60.2 0.0 0.000 TL 6.17 PV Pipe: 176 -30.3 4.310 FL 8.83 PP 0.0 246 19.5 0.0 60.2 0.0 0.7 120 FTG ---- FE 0.0 247 19.5 0.0 60.2 0.0 0.000 TL 8.63 PV Pipe: 177 -20.0 4.310 FL 10.00 PF 0.0 247 19.5 0.0 60.2 0.0 0.4 120 FTG ---- FE 0.0 248 19.5 0.0 60.2 0.0 0.000 TL 10.00 PV Pipe: 178 -9.8 4.310 FL 5.66 PP 0.0 248 19.5 0.0 60.2 0.0 0.2 120 FTG ---- FE 0.0 249 19.5 0.0 60.2 0.0 0.000 TL 5.66 P11 Pipe: 179 -9.8 4.310 FL 2.50 PP 0.0 249 19.5 0.0 60.2 0.0 0.2 120 FTG ---- FE 0.0 250 . 19.5 0.0 60.2 0.0 0.000 TL 2.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 24 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 180 248.2 4.310 PL 21.00 PF 0.7 237 19.5 0.0 59.9 0.0 5.5 120 FTG T PE 0.0 228 19.5 0.0 59.2 0.0 0.014 TL 48.87 PV Pipe: 181 267.1 4.310 PL 2.67 PF 0.9 228 19.5 0.0 59.2 0.0 5.9 120 FTG 2T PE 0.0 2NDA 19.5 0.0 58.3 0.0 0.016 TL 58.42 PV Pipe: 182 18.9 2.203 PL 36.00 PF 0.2 226 19.5 0.0 60.4 0.0 1.6 120 FTG TL PE 0.0 227 19.5 0.0 60.3 0.0 0.003 TL 53.73 PV Pipe: 183 18.9 2.203 PL 281.00 PF 1.1 227 19.5 0.0 60.3 0.0 1.6 120 FTG 2T8L PE 0.0 228 19.5 0.0 59.2 0.0 0.003 TL 341.01 PV Pipe: 184 13.5 2.203 PL 199.00 PF 0.4 225 19.5 0.0 .60.4 0.0 1..1 120 FTG 2T2L PE 0.0 229 19.5 0.0 €0.0 0.0 0.002 TL 234.46 PV Pipe: 185 13.8 2.203 PL 198.00 PF 0.4 224 19.5 0.0 60.4 0.0 1.2 120 FTG 2T PE 0.0 230 -19.5 0.0 60.0 0.0 . 0.002 TL--225.28 PV Pipe: 186 13.9 2.203 PL 198.00 PF 0.4 223 19.5 0.0 60.4 0.0 1.2 120 FTG 2T PE 0.0 231 19.5 0.0 60.0 0.0 0.002 TL 225.28 PV Pipe: 187 14.0 2.203 PL 198.00 PF 0.4 222 19.5 0.0 60.4 0.0 1.2 120 FTG 2T PE 0.0 232 19.5 0.0 60.0 0.0 0.002 TL 225.28 PV Pipe: 188 13.4 2.203 PL 199.50 PF 0.4 220 19.5 0.0 60.5 0.0 1.1 120 FTG 3T3L PE 0.0 233 19.5 0.0 60.0 0.0 0.002 TL 252.69 PV Pipe: 189 15.0 2.203 PL 186.00 PF 0.5 219 19.5 0.0 60.5 0.0 1.3 120 FTG 2T5L PE 0.0 234 19.5 0.0 60.0 0.0 0.002 TL 233.74 PV Pipe: 190 15.9 2.203 PL 185.00 PF 0.5 218 19.5 0.0 60.5 0.0 1.3 120 FTG 2T3L PE 0.0 23.5 19.5 0.0 60.0 0.0 0.002 TL 224.55 PV Pipe: 191 16.8. 2.203 PL 185.00 PF 0.6 217 19.5 0.0 60.5 0.0 1.4 120 FTG 2T3L PE 0.0 236 19.5 0.0 59.9 0.0 0.003 TL 224.55 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 25 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 192 16.4 2.203 FL 178.50 PF 0.5 204 19.5 0.0 60.5 0.0 1.4 120 FTG 2TL PE 0.0 238 19.5 0.0 60.0 0.0 0.002 TL 209.87 PV Pipe: 193 13.7 2.203 FL 178.00 PF 0.4 205 19.5 0.0 60.5 0.0 1.1 120 FTG 2T FE 0.0 239 19.5 0.0 60.2 0.0 0.002 TL 205.28 PV Pipe: 194 12.7 2.203 PL 178.00 PF 0.3 206 19.5 0.0 60.5 0.0 1.1 120 FTG 2T FE 0.0 240 19.5 0.0 60.2 0.0 0.002 TL 205.28 PV Pipe: 195 12.1 2.203 PL 178.00 PF 0.3 207 19.5 0.0 60.5 0.0 1.0 120 FTG 2T FE 0.0 241 19.5 0.0 60.2 0.0 0.001 TL 205.28 PV Pipe: 196 11.5 2.203 FL 178.00 PF 0.3 208 19.5 0.0 60.5 0.0. 1.0 120 FTG 2T FE 0.0 242 19.5 0.0 60.2 0.0 0.001 TL 205.28 PV Pipe: 197 10.9 2.203 FL 179.00 PF 0.2 209 19.5 0.0 60.5 0.0 0.9 120 FTG 2T2L FE 0.0 24-3-- 1.5 00 60.2 0.0 0.001 TL 214.46 PV Pipe: 198 10.8 2.203 FL 178.00 PF 0.2 210 19.5 0.0 60.5 0.0 0.9 120 FTG 2T FE 0.0 244 19.5 0.0 60.2 0.0 0.001 TL 205.28 PV Pipe: 199 13.3 2.203 FL 74.00 PF 0.1 211 19.5 0.0 60.5 0.0 1.1 120 FTG T FE 0.0 2.1 19.5 0.0 60.3 0.0 0.002 TL 87.64 PV Pipe: 200 13.3 2.203 FL 10.00 PF 0.0 2.1 19.5 0.0 60.3 0.0 1.1 120 FTG ---- FE 0.0 2.2 19.5 0.0 60.3 0.0 0.002 TL 10.00 PV Pipe: 201 7.3 2.203 FL 94.00 PF 0.1 2.2 19.5 0.0 60.3 0.0 0.6 120 FTG T FE 0.0 245 19.5 0.0 60.2 0.0 0.001 TL 107.64 PV Pipe: 202 0.0 2.203 FL 54.50 PF 0.0 212 19.5 0.0 60.5 0.0 0.0 120 FTG TL FE 0.0 2.3 19.5 0.0 60.5 0.0 0.000 TL 72.23 PV Pipe: 203 6.1 2.203 PL 10.00 PF 0.0 2.2 19.5 0.0 60.3 0.0 0.5 120 FTG ---- FE 0.0 2.4 - 19.5 0.0 60.3 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 26 DATE: 10/2/20075\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-1-Jour Wall, .40/20 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: 204 6.1 2.203 PL 10.00 PF 0.0 2.4 19.5 0.0 60.3 0.0 0.5 120 FTG ---- PE 0.0 2.5 19.5 0.0 €0.3 0.0 0.000 TL 10.00 PV Pipe: 205 6.1 2.203 PL 10.00 PF 0.0 2.5 19.5 0.0 60.3 0.0 0.5 120 FTG ---- PE 0.0 2.6 19.5 0.0 60.3 0.0 0.000 TL 10.00 PV Pipe: 206 6.1 2.203 PL 10.00 PF 0.0 2.6 19.5 0.0 60.3 0.0 0.5 120 FTG ---- PE 0.0 2.7 19.5 0.0 60.3 0.0 0.000 TL 10.00 PV Pipe: 207 6.1 2.203 PL 10.00 PF 0.0 2.7 19.5 0.0 60.3 0.0 0.5 120 FTG ---- PE 0.0 2.8 19.5 0.0 60.3 0.0 0.000 TL 10.00 PV Pipe: 208 6.1 2.203 PL 74.50 PF 0.0 2.8 19.5 0.0 60.3 0.0 0.5 120 FTG TL PE 0.0 24€ 19.5 0.0 60.2 0.0 0.000 TL 92.23 PV Pipe: 209 10.3 2.203 PL 54.00 PF 0.1 213 19.5 0.0 60.5 0.0 0.9 120 FTG T PE 0.0 2.9 195 - 0.0 60.4 - 0.0 0.&01-TL - 67.64 PV Pipe: 210 10.3 2.203 PL 10.00 PF 0.0 2.9 19.5 0.0 60.4 0.0 0.9 120 FTG ---- PE 0.0 2.10 19.5 0.0 60.4 0.0 0.001 TL 10.00 PV Pipe: 211 10.3 2.203 PL 10.00 PF 0.0 2.10 19.5 0.0 60.4 0.0 0.9 120 FTG ---- PE 0.0 2.11 19.5 0.0 60.4 0.0 0.001 TL 10.00 PV Pipe: 212 10.3 2.203 PL 10.00 PF 0.0 2.11 19.5 0.0 60.4 0.0 0.9 120 FTG ---- PE 0.0 2.12 19.5 0.0 60.4 0.0 0.001 TL 10.00 PV Pipe: 213 10.3 2.203 PL 10.00 PF 0.0 2.12 19.5 0.0 60.4 0.0 0.9 120 FTG ---- PE 0.0 2.13 19.5 0.0 60.3 0.0 0.001 TL 10.00 PV Pipe: 214 10.3 2.203 PL 10.00 PF 0.0 2.13 19.5 0.0 60.3 0.0 0.9 120 FTG ---- PE 0.0 2.14 19.5 0.0 60.3 0.0 0.001 TL 10.00 PV Pipe: 215 10.3 2.203 PL 74.00 PF 0.1 2.14 19.5 0.0 60.3 0.0 0.9 120 FTG T PE 0.0 247 - 19.5 0.0 60.2 0.0 0.001 TL 87.64 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 27 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 216 10.2 2.203 PL 54.00 PF 0.1 214 19.5 0.0 60.5 0.0 0.9 120 FTG T PE 0.0 2.15 19.5 0.0 60.4 0.0 0.001 TL 67.64 PV Pipe: 217 10.2 2.203 PL 10.00 PF 0.0 2.15 19.5 0.0 60.4 0.0 0.9 120 FTG ---- PE 0.0 2.16 19.5 0.0 60.4 0.0 0.001 TL 10.00 PV Pipe: 218 10.2 2.203 PL 10.00 PF 0.0 2.16 19.5 0.0 60.4 0.0 0.9 120 FTG ---- PE 0.0 2.27 29.5 0.0 60.4 0.0 0.002 TL 20.00 PV Pipe: 219 10.2 2.203 PL 10.00 PF 0.0 2.17 19.5 0.0 60.4 0.0 0.9 120 FTG ---- PE 0.0 2.18 19.5 0.0 60.4 0.0 0.001 TL 10.00 PV Pipe: 220 10.2 2.203 PL 10.00 PF 0.0 2.18 19.5 0.0 60.4 0.0 0.9 120 FTG ---- PE 0.0 2.13 19.5 0.0 60.3 0.0 0.001 TL 10.00 PV Pipe: 221 10.2 2.203 PL 10.00 PF 0.0 2.19 19.5 0.0 60.3 0.0 0.9 120 FTG ---- PE 0.0 - 2.20 19.5 0.060.3 0.0 0.001 TL --10.00 PV Pipe: 222 10.2 2.203 PL 74.00 PF 0.1 2.20 19.5 0.0 60.3 0.0 0.9 120 FTG T PE 0.0 248 19.5 0.0 60.2 0.0 0.002 TL 87.64 PV Pipe: 223 -0.3 2.203 PL 54.50 PF 0.0 215 19.5 0.0 60.5 0.0 0.0 120 FTG TL PE 0.0 221 19.5 0.0 60.5 0.0 0.000 TL 72.23 PV Pipe: 224 0.0 2.203 PL 10.00 PF 0.0 2.21 19.5 0.0 60.2 0.0 0.0 120 FTG ---- PE 0.0 2.22 19.5 0.0 60.2 0.0 0.000 TL 10.00 ?V Pipe: 225 0.0 2.203 PL 10.00 PF 0.0 2.22 19.5 0.0 60.2 0.0 0.0 120 FTG ---- PE 0.0 2.23 19.5 0.0 60.2 0.0 0.000 TL 10.00 PV Pipe: 226 0.0 2.203 PL 10.00 PF 0.0 2.23 19.5 0.0 60.2 0.0 0.0 120 FTG ---- PE 0.0 2.24 29.5 0.0 60.2 0.0 0.000 TL 10.00 FV Pipe: 227 0.0 2.203 PL 10.00 PF 0.0 2.24 19.5 0.0 60.2 0.0 0.0 120 FTG ---- PE 0.0 2.25 - 19.5 0.0 60.2 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 28 DATE: 10/2/20075\BRESSI RANCH, BLDG A, AREA 3- REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 228 0.0 2.203 PL 10.00 PF 0.0 2.25 19.5 0.0 60.2 0.0 0.0 120 FTG ---- PE 0.0 2.2€ 19.5 0.0 60.2 0.0 0.000 TL 10.00 PV Pipe: 229 0.0 2.203 PL 74.50 PF 0.0 2.26 19.5 0.0 60.2 0.0 0.0 120 FTG TL PE 0.0 249 19.5 0.0 60.2 0.0 0.000 TL 92.23 PV Pipe: 230 9.8 2.203 PL 54.00 PF 0.1 216 19.5 0.0 60.5 0.0 0.8 120 FTG T PE 0.0 2.27 19.5 0.0 60.4 0.0 0.001 TL 67.64 PV Pipe: 231 9.8 2.203 PL 10.00 PF 0.0 2.27 19.5 0.0 60.4 0.0 0.8 120 FTG ---- PE 0.0 2.28 19.5 0.0 60.4 0.0 0.001 TL 10.00 PV Pipe: 232 9.8 2.203 PL 7.50 PF 0.0 2.28 .19.5 0.0 60.4 0.0 0.8 120 FTG ---- PE. 0.0 2.29 19.5 0.0 60.4 0.0 0.001 TL 7.50 PV Pipe: 233 9.8 2.203 PL 5.00 PF 0.0 2.29 19.5 0.0 60.4 0.0 0.8 120 FTG ---- PE 0.0 -77 2.30 195 0.0 :• 60.±'0.0 0.001 TL -500 PV - Pipe: 234 9.8 2.203 PL 5.00 PF 0.0 2.30 19.5 0.0 60.4 0.0 0.8 120 FTG ---- PE 0.0 2.31 19.5 0.0 60.4 0.0 0.001 TL 5.00 PV Pipe: 235 9.8 2.203 PL 5.00 PF 0.0 2.31 19.5 0.0 60.4 0.0 0.8 120 FTG ---- PE 0.0 2.32 19.5 0.0 60.4 0.0 0.001 TL 5.00 PV Pipe: 236 9.8 2.203 PL 5.00 PF 0.0 2.32 19.5 0.0 60.4 0.0 0.8 120 FTG ---- PE 0.0 2.33 19.5 0.0 60.4 0.0 0.001 TL 5.00 PV Pipe: 237 9.8 2.203 FL 5.00 PF 0.0 2.33 19.5 0.0 60.4 0.0 0.8 120 FTG ---- PE 0.0 2.34 19.5 0.0 60.3 0.0 0.001 TL 5.00 PV Pipe: 238 9.8 2.203 FL 5.00 PF 0.0 2.34 19.5 0.0 60.3 0.0 0.8 120 FTG ---- FE 0.0 2.35 19.5 0.0 60.3 0.0 0.001 TL 5.00 PV Pipe: 239 9.8 2.203 FL 5.00 PF 0.0 2.35 19.5 0.0 60.3 0.0 0.8 120 FTG ---- FE 0.0 2.36 - 19.5 0.0 60.3 0.0 0.001 TL 5.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 29 DATE: 10/2/20075\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 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: 240 9.8 2.203 FL 77.75 PF 0.1 2.36 19.5 0.0 60.3 0.0 0.8 120 FTG T2L FE 0.0 250 19.5 0.0 €0.2 0.0 0.001 TL 99.57 PV Pipe: 241 573.3 4.310 PL 2.67 PF 0.7 ROOF 34.5 0.0 48.1 0.0 12.6 120 FTG L PE 0.0 300 34.5 0.0 47.4 0.0 0.066 TL 11.03 PV Pipe: 242 501.6 4.310 PL 3.00 PF 1.6 300 34.5 0.0 47.4 0.0 11.0 120 FTG T PE 0.0 301 34.5 0.0 45.8 0.0 0.052 TL 30.87 PV Pipe: 243 322.7 3.314 PL 3.17 PF 0.3 301 34.5 0.0 45.8 0.0 12.0 120 FTG ---- FE 0.0 302 34.5 0.0 45.5 0.0 0.082 TL 3.17 PV Pipe: 244 222.9 3.314 PL 50.50 PF 2.4 302 34.5 0.0 45.5 0.0 8.3 120 FTG L. PE 0.0 303 34.5 0.0 43.1 0.0 0.042 TL 57.78 PV Pipe: 245 269.6 3.314 FL 3.50 PF 0.2 303 34.5 0.0 43.1 0.0 10.0 120 FTG ---- FE 0.0 - 304. 34.5 0.0 42.9 0.0 0.059 TL . 3.50 PV Pipe: 246 . 322.7 3.314 FL 7.50 PF 0.6 304 34.5 0.0 42.9 0.0 12.0 120 FTG ---- PE 0.0 305 34.5 0.0 42.3 0.0 0.082 TL 7.50 PV Pipe: 247 309.2 3.314 FL 10.00 PF 0.8 305 34.5 0.0 42.3 0.0 11.5 120 FTG ---- PE 0.0 306 34.5 0.0 41.6 0.0 0.076 TL 10.00 PV Pipe: 248 299.3 3.314 FL 10.00 PF 0.7 306 34.5 0.0 41.6 0.0 11.1 120 FTG ---- FE 0.0 307 34.5 0.0 40.8 0.0 0.072 TL 10.00 PV Pipe: 249 292.8 3.314 FL 10.00 PF 0.7 307 34.5 0.0 40.8 0.0 10.9 120 FTG ---- FE 0.0 308 34.5 0.0 40.2 0.0 0.069 TL 10.00 PV Pipe: 250 289.4 3.314 PL, 10.00 PF 0.7 308 34.5 0.0 40.2 0.0 10.8 120 FTG ---- PE 0.0 309 34.5 0.0 39.5 0.0 0.067 TL 10.00 .PV Pipe: 251 289.7 3.314 FL 10.00 PF 0.7 309 34.5 0.0 39.5 0.0 10.8 120 FTG ---- FE 0.0 310 34.5 0.0 38.8 0.0 0.067 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 30 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 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: 252 293.3 3.314 PL 10.00 PF 0.7 310 34.5 0.0 38.8 0.0 10.9 120 FTG ---- PE 0.0 311 34.5 0.0 38.1 0.0 0.069 TL 10.00 PV Pipe: 253 300.1 3.314 PL 10.00 PF 0.7 311 34.5 0.0 38.1 0.0 11.2 120 FTG ---- PE 0.0 312 34.5 0.0 37.4 0.0 0.072 TL 10.00 PV Pipe: 254 310.9 3.314 PL 10.00 PF 0.8 312 34.5 0.0 37.4 0.0 11.6 120 FTG ---- PE 0.0 313 34.5 0.0 36.6 0.0 0.077 TL 10.00 PV Pipe: 255 326.9 3.314 PL 10.00 PF 0.8 313 34.5 0.0 36.6 0.0 12.2 120 FTG ---- PE 0.0 314 34.5 0.0 35.8 0.0 0.084 TL 10.00 PV Pipe: 256 225.6 3.314 PL 10.00 PF 0.4 314 34.5 0.0 35.8 0.0 8.4 120 FTG ---- PE 0.0 315 34.5 0.0 35.4 0.0 0.042 TL 10.00 ?V Pipe: 257 39.3 3.314 PL 10.00 PF 0.0 315 34.5 0.0 35.4 0.0 1.5 120 FTG ---- PE 0.0 316 -345 0.0 35.3• 0.0 0.002 TL 10.00 PV Pipe: 258 -147.0 3.314 PL 10.00 PF 0.2 316 34.5 0.0 35.3 0.0 5.5 120 FTG ---- PE 0.0 317 34.5 0.0 35.5 0.0 0.019 TL 10.00 PV Pipe: 259 -334.0 3.314 PL 10.00 PF 0.9 317 34.5 0.0 35.5 0.0 12.4 120 FTG ---- PE 0.0 318 34.5 0.0 36.4 0.0 0.088 TL 10.00 PV Pipe: 260 -316.9 3.314 PL 10.00 PF 0.8 318 34.5 0.0 36.4 0.0 11.8 120 FTG ---- PE 0.0 319 34.5 0.0 37.2 0.0 0.080 TL 10.00 PV Pipe: 261 -305.5 3.314 PL 10.00 PF 0.7 319 34.5 0.0 37.2 0.0 11.4 120 FTG ---- PE 0.0 320 34.5 0.0 38.0 0.0 0.074 TL 10.00 PV Pipe: 262 -299.4 3.314 PL 10.00 PF 0.7 320 34.5 0.0 38.0 0.0 11.1 120 FTG ---- PE 0.0 321 34.5 0.0 38.7 0.0 0.072 TL 10.00 PV Pipe: 263 -303.0 3.314 PL 10.00 PF 0.7 321 34.5 0.0 38.7 0.0 11.3 120 FTG ---- PE 0.0 322 34.5 0.0 39.4 0.0 0.073 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 31 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 264 -312.3 3.314 FL 10.00 PF 0.8 322 34.5 0.0 39.4 0.0 11.6 120 FTG ---- FE 0.0 323 34.5 0.0 40.2 0.0 0.078 TL 10.00 PV Pipe: 265 -327.2 3.314 PL 10.00 PF 0.8 323 34.5 0.0 40.2 0.0 12.2 120 FTG ---- FE 0.0 324 34.5 0.0 41.0 0.0 0.085 TL 10.00 PV Pipe: 266 -357.1 3.314 PL 10.00 PF 1.0 324 34.5 0.0 41.0 0.0 13.3 120 FTG ---- FE 0.0 325 34.5 0.0 42.0 0.0 0.099 TL 10.00 PV Pipe: 267 -294.8 3.314 FL 7.50 PF 0.5 325 34.5 0.0 42.0 0.0 11.0 120 FTG ---- FE 0.0 326 34.5 0.0 42.5 0.0 0.070 TL 7.50 PV Pipe: 268 -250.2 3.314 FL 6.50 PF 0.3 326 34.5 0.0 42.5 0.0 9.3 120 FTG ---- FE 0.0 327 34.5 0.0 42.9 0.0 0.051 TL 6.50 PV Pipe: 269 -215.7 3.314 FL 5.67 PF 0.8 327 34.5 0.0 42.9 0.0 8.0 120 FTG 2L FE 0.0 328 34.5 0.0 43.7 0.0 0.039 TL 20.23 PV --- Pipe: 270 -215.7 3.314 FL 63.67 PF 3.9 328 34.5 0.0 43.7 0.0 8.0 120 FTG T2L FE 0.0 329 34.5 0.0 47.6 0.0 0.039 TL 100.07 PV Pipe: 271 -576.9 4.310 FL 2.67 PF 3.2 329 34.5 0.0 47.6 0.0 12.7 120 FTG T2L FE 0.0 3RDA 34.5 0.0 50.7 0.0 0.067 TL 47.27 PV Pipe: 272 361.2 3.314 FL 9.00 PF 0.9 329 34.5 0.0 47.6 0.0 13.4 120 FTG ---- FE 0.0 330 34.5 0.0 46.7 0.0 0.101 TL 9.00 PV Pipe: 273 282.1 3.314 FL 9.17 PF 1.5 330 34.5 0.0 46.7 0.0 10.5 120 FTG 2L FE 0.0 331 34.5 0.0 45.1 0.0 0.064 TL 23.73 PV Pipe: 274 219.8 3.314 PL 7.50 PF 0.3 331 34.5 0.0 45.1 0.0 8.2 120 FTG ---- FE 0.0 332 34.5 0.0 44.8 0.0 0.040 TL 7.50 PV Pipe: 275 219.8 3.314 PL 85.67 PF 4.1 332 34.5 0.0 44.8 0.0 8.2 120 FTG 2L FE 0.0 333 - 34.5 0.0 40.8 0.0 0.040 TL 100.23 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 32 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 276 219.8 3.314 PL 2.50 PF 0.4 333 34.5 0.0 40.8 0.0 8.2 120 FTG L PE 0.0 334 34.5 0.0 40.4 0.0 0.040 TL 9.78 PV Pipe: 277 231.8 3.314 PL 4.00 PF 0.2 334 34.5 0.0 40.4 0.0 8.6 120 FTG ---- PE 0.0 335 34.5 0.0 40.2 0.0 0.045 TL 4.00 PV Pipe: 278 249.7 3.314 PL 7.50 PF 0.4 335 34.5 0.0 40.2 0.0 9.3 120 FTG ---- PE 0.0 336 34.5 0.0 39.8 0.0 0.051 TL 7.50 PV Pipe: 279 264.6 3.314 PL 10.00 PF 0.6 336 34.5 0.0 39.8 0.0 9.8 120 FTG ---- PS 0.0 337 34.5 0.0 39.3 0.0 0.057 TL 10.00 PV Pipe: 280 273.9 3.314 PL 10.00 PF 0.6 337 34.5 0.0. 39.3 .0.0 10.2 120 FTG ---- PS 0.0 338 34.5 0.0 38.6 0.0 0.061 TL 10.00 PV Pipe: 281 277.5 3.314 PL 10.00 PF 0.6 338 34.5 0.0 38.6 0.0 10.3 120 FTG ---- PS 0.0 339-_.---.-34.5 -•0-.0-- 38.0 0.0 0.062 TL 10.00 PV Pipe: 282 271.4 3.314 PL 10.00 PF 0.6 339 34.5 0.0 38.0 0.0 10.1 120 FTG ---- PE 0.0 340 34.5 0.0 37.4 0.0 0.060 TL 20.00 PV Pipe: 283 260.0 3314 PL 10.00 PF 0.6 340 34.5 0.0 37.4 0.0 9.7 120 FTG ---- PE 0.0 341 34.5 0.0 36.9 0.0 0.055 TL 10.00 PV Pipe: 284 242.9 3.314 PL 10.00 PF 0.5 341 34.5 0.0 36.9 0.0 9.0 120 FTG ---- PE 0.0 342 34.5 0.0 36.4 0.0 0.049 TL 10.00 PV Pipe: 285 106.4 3.314 PL 10.00 PF 0.1 342 34.5 0.0 36.4 0.0 4.0 120 FTG ---- PE 0.0 343 34.5 0.0 36.3 0.0 0.011 TL 10.00 PV Pipe: 286 -30.2 3.314 PL 10.00 PF 0.0 343 34.5 0.0 36.3 0.0 1.1 120 FTG ---- PS 0.0 344 34.5 0.0 36.3 0.0 0.001 TL 20.00 PV Pipe: 287 -166.8 3.314 PL 10.00 PF 0.2 344 34.5 0.0 36.3 0.0 6.2 120 FTG ---- PE 0.0 345 - 34.5 0.0 36.5 0.0 0.024 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 33 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 288 -246.4 3.314 PL 10.00 PF 0.5 345 34.5 0.0 36.5 0.0 9.2 120 FTG ---- PE 0.0 346 34.5 0.0 37.0 0.0 0.050 TL 10.00 PV Pipe: 289 -262.4 3.314 PL 10.00 PF 0.6 346 34.5 0.0 37.0 0.0 9.8 120 FTG ---- FE 0.0 347 34.5 0.0 37.6 0.0 0.056 TL 10.00 PV Pipe: 290 -273.2 3.314 PL 10.00 PF 0.6 347 34.5 0.0 37.6 0.0 10.2 120 FTG ---- PE 0.0 348 34.5 0.0 38.2 0.0 0.061 TL 10.00 PV Pipe: 291 -280.0 3.314 FL 10.00 PF 0.6 348 34.5 0.0 38.2 0.0 10.4 120 FTG ---- FE 0.0 349 34.5 0.0 38.8 0.0 0.063 TL 10.00 PV Pipe: 292 -283.6 3.314 FL 10.00 PF 0.6 349 34.5 0.0 38.8 0.0 10.5 120 FTG ---- FE 0.0 350 34.5 0.0 9.5 0.0 0.065 TL 10.00 pj Pipe: 293 -283.9 3.314 FL 10.00 PF 0.6 350 34.5 0.0 39.5 0.0 10.6 120 FTG ---- PE 0.0 351---- 34.5 0.0 40.1 0._U -_ •-0_U65 TL- 10.00 Pipe: 294 -280.5 3.314 PL 10.00 PF 0.6 351 34.5 0.0 40.1 0.0 10.4 120 FTG ---- PE 0.0 352 34.5 0.0 40.8 0.0 0.064 TL 10.00 PV Pipe: 295 -274.0 3.314 FL 10.00 PF 0.6 352 34.5 0.0 40.8 0.0 10.2 120 FTG ---- FE 0.0 353 34.5 0.0 41.4 0.0 0.061 TL 10.00 PV Pipe: 296 -264.1 3.314 FL 10.00 PF 0.6 353 34.5 0.0 41.4 0.0 9.8 120 FTG ---- FE 0.0 354 34.5 0.0 41.9 0.0 0.057 TL 10.00 PV Pipe: 297 -250.6 3.314 FL 7.50 PF 0.4 354 34.5 0.0 41.9 0.0 9.3 120 FTG ---- PE 0.0 355 34.5 0.0 42.3 0.0 0.052 TL 7.50 PV Pipe: 298 -178.9 3.314 FL 6.50 PF 0.2 355 34.5 0.0 42.3 0.0 6.7 120 FTG ---- FE 0.0 356 34.5 0.0 42.5 0.0 0.028 TL 6.50 PV Pipe: 299 -178.9 3.314 FL 97.33 PF 3.3 356 34.5 0.0 42.5 0.0 6.7 120 FTG T FE 0.0 301 34.5 0.0 45.8 0.0 0.028 TL 119.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 34 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 300 71.7 2.203 PL 101.00 PF 5.1 300 34.5 0.0 47.4 0.0 6.0 120 FTG 2T2L PE 0.0 355 34.5 0.0 42.3 0.0 0.037 TL 136.46 PV Pipe: 301 99.8 2.203 FL 3.00 PF 1.1 302 34.5 0.0 45.5 0.0 8.4 120 FTG T PE 0.0 357 34.5 0.0 44.4 0.0 0.069 TL 16.64 PV Pipe: 302 46.7 2.203 FL 47.50 PF 1.3 357 34.5 0.0 44.4 0.0 3.9 120 FTG 2T FE 0.0 303 34.5 0.0 43.1 0.0 0.017 TL 74.78 PV Pipe: 303 53.1 2.203 FL 51.00 PF 1.5 357 34.5 0.0 44.4 0.0 4.5 120 FTG TL FE 0.0 304 34.5 0.0 42.9 0.0 0.021 TL 68.73 PV Pipe: 304 13.5 2.203 FL 162.00 PF 0.4 305 . 34.5 0.0 42.3 0.0 1.1 120 FTG 3T5L FE 0.0. 354 34.5 O.Q. 41.9 0.0 0.002 TL 223.37 ?V Pipe: 305 9.9 2.203 PL 149.00 PF 0.2 306 34.5 0.0 41.6. 0.0 0.8 120 FTG 2T4L FE 0.0 353 34;5 0.0 41.4 0.0 0.001 TL 192.64 PV Pipe: 306 6.5 2.203 FL 148.00 PP 0.1 307 34.5 0.0 40.8 0.0 0.5 120 FTG 2T PS 0.0 352 34.5 0.0 40.8 0.0 0.000 TL 275.28 PV Pipe: 307 3.4 2.203 FL 148.00 PF 0.0 308 34.5 0.0 40.2 0.0 0.3 120 FTG 2T FE 0.0 351 34.5 0.0 40.1 0.0 0.000 TL 175.28 PV Pipe: 308 -0.3 2.203 FL 148.00 PF 0.0 309 34.5 0.0 39.5 0.0 0.0 120 FTG 2T FE 0.0 350 34.5 0.0 39.5 0.0 0.000 TL 175.2B ?V Pipe: 309 -3.6 2.203 FL 148.00 PF 0.0 310 34.5 0.0 38.8 0.0 0.3 120 FTG 2T FE 0.0 349 34.5 0.0 38.8 0.0 0.000 TL 175.28 PV Pipe: 310 -6.8 2.203 FL 148.00 PF 0.1 311 34.5 0.0 38.1 0.0 0.6 120 FTG 2T FE 0.0 348 34.5 0.0 38.2 0.0 0.000 TL 175.28 PV Pipe: 311 -10.8 2.203 FL 148.00 PF 0.2 312 34.5 0.0 37.4 0.0 0.9 120 FTG 2T FE 0.0 347 34.5 0.0 37.6 0.0 0.001 TL 175.28 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 35 DATE: 10/2/2007S\BRESSI RANCH, BLD A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 312 -16.0 2.203 PL 148.00 PF 0.4 313 34.5 0.0 36.6 0.0 1.3 120 FTG 2T PE 0.0 346 34.5 0.0 37.0 0.0 0.002 TL 175.28 PV Pipe: 313 101.3 2.203 PL 39.00 PF 3.7 314 34.5 0.0 35.8 0.0 8.5 120 FTG T PE 0.0 P1 34.5 8.0 32.1 45.3 0.071 TL 52.64 PV Pipe: 314 56.0 2.203 PL 7.50 PF 0.2 P1 34.5 8.0 32.1 45.3 4.7 120 FTG ---- PE 0.0 P2 34.5 8.0 31.9 45.2 0.024 TL 7.50 PV Pipe: 315 10.8 2.203 PL 7.50 PF 0.0 P2 34.5 8.0 31.9 45.2 0.9 120 FTG ---- PE 0.0 P3 34.5 8.0 31.9 45.2 0.001 TL 7.50 PV Pipe: 316 -34.4 2.203 PL 6.00 PF 0.1 P3 34.5 8.0 31.9 45.2 2.9 120 FTG ---- PE 0.0 P4 34.5 8.0 31.9 45.2 0.010 TL 6.00 PV Pipe: 317 -79.6 2.203 PL 30.00 PF 1.4 P4 34.5 8.0 31.9 45.2 6.7 120 FTG ---- PE 0.0 3.1 345 -0:0 333 0.0 - 0.-045 TL 30.00 PV Pipe: 318 -79.6 2.203 PL 6.50 PF 0.3 3.1 34.5 0.0 33.3 0.0 6.7 120 FTG ---- PE 0.0 3.2 34.5 0.0 33.6 0.0 0.045 TL 6.50 PV Pipe: 319 -79.6 2.203 PL 10.00 PF 0.5 3.2 34.5 0.0 33.6 0.0 6.7 120 FTG ---- PE 0.0 3.3 34.5 0.0 34.0 0.0 0.045 TL 10.00 PV Pipe: 320 -79.6 2.203 PL 7.50 PF 0.3 3.3 34.5 0.0 34.0 0.0 6.7 120 FTG ---- PE 0.0 3.4 34.5 0.0 34.4 0.0 0.045 TL 7.50 PV Pipe: 321 -79.6 2.203 PL 9.00 PF 0.4 3.4 34.5 0.0 34.4 0.0 6.7 120 FTG ---- PE 0.0 3.5 34.5 0.0 34.8 0.0 0.045 TL 9.00 PV Pipe: 322 -79.6 2.203 PL 25.00 PF 1.7 3.5 34.5 0.0 34.8 0.0 6.7 120 FTG T PE 0.0 345 34.5 0.0 36.5 0.0 0.045 TL 38.64 PV Pipe: 323 186.3 2.203 FL 26.50 PF 8.7 315 34.5 0.0 35.4 0.0 15.7 120 FTG T FE 0.0 P5 - 34.5 8.0 26.6 41.3 0.218 TL 40.14 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 36 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 324 145.0 2.203 PL 6.50 PF 0.9 P5 34.5 8.0 26.6 41.3 12.2 120 FTG ---- PE 0.0 P6 34.5 8.0 25.7 40.6 0.137 TL 6.50 PV Pipe: 325 104.5 2.203 PL 6.00 PF 0.4 P6 34.5 8.0 25.7 40.6 8.8 120 FTG ---- PE 0.0 P7 34.5 8.0 25.3 40.2 0.075 TL 6.00 PV Pipe: 326 64.3 2.203 PL 7.50 PF 0.2 P7 34.5 8.0 25.3 40.2 5.4 120 FTG ---- PE 0.0 P8 34.5 8.0 25.0 40.0 0.030 TL 7.50 PV Pipe: 327 24.2 2.203 PL 7.50 PF 0.0 P8 34.5 8.0 25.0 40.0 2.0 120 FTG ---- PE 0.0 P9 34.5 8.0 25.0 40.0 0.005 TL 7.50 PV Pipe: 328 -15..8 2.203 PL 6.00 PF 0.0 P9 34.5 8.0 25.0 40.0 1.3 120 FTG ---- PE 0.0 P10 34.5 8.Q 25.0 40.0 0.002 L 6.00 PV Pipe: 329 -55.8 2.203 PL 6.17 PF 0.1 P10 34.5 8.0 25.0 40.0 4.7 120 FTG ---- PE 0.0 P11 34.5 8.0 25.2 40.1 0.023TL 6.17 PV-., Pipe: 330 -95.9 2.203 PL 10.00 PF 0.6 P11 34.5 8.0 25.2 40.1 8.1 120 FTG ---- PE 0.0 P12 34.5 8.0 25.8 40.6 0.064 TL 10.00 PV Pipe: 331 -136.6 2.203 PL 8.00 PF 1.0 P12 34.5 8.0 25.8 40.6 11.5 120 FTG ---- PE 0.0 3.6 34.5 0.0 26.8 0.0 0.123 TL 8.00 PV Pipe: 332 -136.6 2.203 PL 5.83 PF 0.7 3.6 34.5 0.0 26.8 0.0 11.5 120 FTG ---- PE 0.0 3.7 34.5 0.0 27.5 0.0 0.123 TL 5.83 PV Pipe: 333 -136.6 2.203 PL 6.50 PF 0.8 3.7 34.5 0.0 27.5 0.0 11.5 120 FTG ---- PE 0.0 3.8 34.5 0.0 28.3 0.0 0.123 TL 6.50 PV Pipe: 334 -136.6 2.203 PL 10.00 PF 1.2 3.8 34.5 0.0 28.3 0.0 11.5 120 FTG ---- PE 0.0 3.9 34.5 0.0 29.5 0.0 0.123 TL 10.00 PV Pipe: 335 -136.6 2.203 PL 7.50 PF 0.9 3.9 34.5 0.0 29.5 0.0 11.5 120 FTG ---- PE 0.0 3.10 34.5 0.0 30.4 0.0 0.123 TL 7.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 37 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 336 -136.6 2.203 PL 9.00 PF 1.1 3.10 34.5 0.0 30.4 0.0 11.5 120 FTG ---- PE 0.0 3.11 34.5 0.0 31.5 0.0 0.123 TL 9.00 PV Pipe: 337 -136.6 2.203 PL 6.00 PF 0.7 3.11 34.5 0.0 31.5 0.0 11.5 120 FTG ---- PE 0.0 3.12 34.5 0.0 32.3 0.0 0.123 TL 6.00 PV Pipe: 338 -136.6 2.203 PL 19.00 PF 4.0 3.12 34.5 0.0 32.3 0.0 11.5 120 FTG T PE 0.0 344 34.5 0.0 36.3 0.0 0.123 TL 32.64 PV Pipe: 339 186.3 2.203 PL 26.50 PF 8.7 316 34.5 0.0 35.3 0.0 15.7 120 FTG T PE 0.0 P13 34.5 8.0 26.6 41.3 0.218 TL 40.14 PV Pipe: 340 145.0 2.203 PL 6.50 PF 0.9 213 34.5 8.0 26.6 41.3 12.2 120 FTG ---- PE 0.0 P14 34.5 8.0 25.7 40.6 0.131 TL 6.50 PV Pipe: 341 104.4 2.203 PL 6.00 PF 0.4 P14 34.5 8.0 25.7 40.6 8.8 120 FTG ---- PE 0.0 P15 •-345 8.0 25.3- 40.2 0.075 TL 6.00 PV Pipe: 342 64.2 2.203 PL 7.50 PF 0.2 P15 34.5 8.0 25.3 40.2 5.4 120 FTG ---- PE 0.0 P16 34.5 8.0 25.0 40.0 0.030 TL 7.50 PV Pipe: 343 24.2 2.203 PL 7.50 PF 0.0 P16 34.5 8.0 25.0 40.0 2.0 120 FTG ---- PE 0.0 P17 34.5 8.0 25.0 40.0 0.005 TL 7.50 PV Pipe: 344 -15.8 2.203 PL 6.00 PF 0.0 P17 34.5 8.0 25.0 40.0 1.3 120 FTG ---- PE 0.0 218 34.5 8.0 25.0 40.0 0.002 TL 6.00 PV Pipe: 345 -55.8 2.203 PL 6.17 PF 0.1 P18 34.5 8.0 25.0 40.0 4.7 120 FTG ---- PE 0.0 P19 34.5 8.0 25.2 40.1 0.023 TL 6.17 PV Pipe: 346 -96.0 2.203 PL 10.00 PF 0.6 219 34.5 8.0 25.2 40.1 8.1 120 FTG ---- PE 0.0 P20 34.5 8.0 25.8 40.6 0.064 TL 10.00 PV Pipe: 347 -136.6 2.203 PL 8.00 PF 1.0 P20 34.5 8.0 25.8 40.6 11.5 120 FTG ---- PE 0.0 3.13 - 34.5 0.0 26.8 0.0 0.123 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 38 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 348 -136.6 2.203 PL 5.83 PF 0.7 3.13 34.5 0.0 26.8 0.0 11.5 120 FTG ---- PE 0.0 3.14 34.5 0.0 21.5 0.0 0.123 TL 5.83 PV Pipe: 349 -136.6 2.203 PL 6.50 PF 0.8 3.14 34.5 0.0 27.5 0.0 11.5 120 FTG ---- PE 0.0 3.15 34.5 0.0 28.3 0.0 0.123 TL 6.50 PV Pipe: 350 -136.6 2.203 PL 10.00 PF 1.2 3.15 34.5 0.0 28.3 0.0 11.5 120 FTG ---- PE 0.0 3.16 34.5 0.0 29.5 0.0 0.123 TL 10.00 PV Pipe: 351 -136.6 2.203 PL 7.50 PF 0.9 3.16 34.5 0.0 29.5 0.0 11.5 120 FTG ---- PE 0.0 3.17 34.5 0.0 30.4 0.0 .0.123 TL 7.50 PV Pipe: 352 -136.6 2.203 FL 9.00 PF 1.1 3.17 34.5 0.0 30.4 0.0 11.5 120 FTG ---- FE 0.0 3.18 34.5 0.0 31.5 0.0 0.123 TL 9.00 PV Pipe: 353 -136.6 2.203 PL 6.00 PF 0.7 3.18 34.5 0.0 31.5 0.0 11.5 120 FTG ---- FE 0.0 3.19 34.5 0.0 32.3 0.0 0.123 TL 6.00 PV Pipe: 354 -136.6 2.203 PL 19.00 PF 4.0 3.19 34.5 0.0 32.3 0.0 11.5 120 FTG T PE 0.0 343 34.5 0.0 36.3 0.0 0.123 TL 32.64 PV Pipe: 355 187.0 2.203 PL 26.50 PF 8.8 317 34.5 0.0 35.5 0.0 15.7 120 FTG T PE 0.0 P21 34.5 8.0 26.7 41.4 0.219 TL 40.14 PV Pipe: 356 145.6 2.203 FL 6.50 PF 0.9 P21 34.5 8.0 26.7 41.4 12.3 120 FTG ---- FE 0.0 P22 34.5 8.0 25.8 40.1 0.138 TL 6.50 PV Pipe: 357 105.0 2.203 FL 6.00 PF 0.5 P22 34.5 8.0 25.8 40.7 8.8 120 FTG ---- FE 0.0 P23 34.5 8.0 25.4 40.3 0.075 TL 6.00 PV Pipe: 358 64.7 2.203 PL 7.50 PF 0.2 P23 34.5 8.0 25.4 40.3 5.4 120 FTG ---- FE 0.0 P24 34.5 8.0 25.1 40.1 0.031 TL 7.50 P11 Pipe: 359 . 24.6 2.203 FL 7.50 PF 0.0 P24 34.5 8.0 25.1 40.1 2.1 120 FTG ---- FE 0.0 P25 34.5 8.0 25.1 40.1 0.005 TL 7.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 39 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 360 -15.5 2.203 PL 6.00 PF 0.0 P25 34.5 8.0 25.1 40.1 1.3 120 FTG ---- FE 0.0 P26 34.5 8.0 25.1 40.1 0.002 TL 6.00 PV Pipe: 361 -55.6 2.203 PL 6.17 PF 0.1 P26 34.5, 8.0 25.1 40.1 4.7 120 FTG ---- PE 0.0 P27 34.5 8.0 25.3 40.2 0.023 TL 6.17 PV Pipe: 362 -95.8 2.203 PL 10.00 PF 0.6 P27 34.5 8.0 25.3 40.2 8.1 120 FTG ---- FE 0.0 P28 34.5 8.0 25.9 40.7 0.064 TL 10.00 PV Pipe: 363 -136.6 2.203 PL 8.00 PF 1.0 P28 34.5 8.0 25.9 40.7 11.5 120 FTG ---- PE 0.0 3.20 34.5 0.0 26.9 0.0 0.123 TL 8.00 PV Pipe: 364 -136.6 2.203 FL 5.83 PF 0.7 3.20 34.5 0.0 26.9 0.0 11.5 120 FTG ---- FE 0.0 3.21 34.5 0.0 21.6 0.0 0.123 TL 5.83 PV Pipe: 365 -136.6 2.203 PL 6.50 PP 0.8 3.21 34.5 0.0 27.6 :0.0 11.5 120 FTG ---- PE 0.0 3T22 34-.5- 0.0 28.4 0.0 0.123 TL 6.50 PV Pipe: 366 -136.6 2.203 FL 10.00 PF 1.2 3.22 34.5 0.0 28.4 0.0 11.5 120 FTG ---- PE 0.0 3.23 34.5 0.0 29.6 0.0 0.123 TL 20.00 P17 Pipe: 367 -136.6 2.203 PL 7.50 PF 0.9 3.23 34.5 0.0 29.6 0.0 11.5 120 FTG ---- FE 0.0 3.24 34.5 0.0 30.5 0.0 0.123 TL 7.50 PV Pipe: 368 -136.6 2.203 PL 9.00 PP 1.1 3.24 34.5 0.0 30.5 0.0 11.5 120 FTG ---- FE 0.0 3.25 34.5 0.0 31.6 0.0 0.123 TL 9.00 PV Pipe: 369 -136.6 2.203 FL 6.00 PF 0.7 3.25 34.5 0.0 31.6 0.0 11.5 120 FTG ---- FE 0.0 3.26 34.5 0.0 32.4 0.0 0.123 TL 6.00 PV Pipe: 370 -136.6 2.203 FL 19.00 PF 4.0 3.26 34.5 0.0 32.4 0.0 11.5 120 FTG T FE 0.0 342 34.5 0.0 36.4 0.0 0.123 TL 32.64 PV Pipe: 371 -17.1 2.203 PL 54.00 PF 0.2 318 34.5 0.0 36.4 0.0 1.4 120 FTG T PE 0.0 P50 34.5 0.0 36.6 0.0 0.003 TL 67.64 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 40 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 372 -17.1 2.203 PL 6.00 PF 0.0 P50 34.5 0.0 36.6 0.0 1.4 120 FTG ---- FE 0.0 P51 34.5 0.0 36.6 0.0 0.003 TL 6.00 PV Pipe: 373 -17.1 2.203 PL 9.00 PF 0.0 P51 34.5 0.0 36.6 0.0 1.4 120 FTG ---- PE 0.0 P52 34.5 0.0 36.6 0.0 0.003 TL 9.00 PV Pipe: 374 -17.1 2.203 PL 10.00 PF 0.0 P52 34.5 0.0 36.6 0.0 1.4 120 FTG ---- PE 0.0 P53 34.5 0.0 36.7 0.0 0.003 TL 20.00 PV Pipe: 375 -17.1 2.203 PL 7.50 PF 0.0 P53 34.5 0.0 36.7 0.0 1.4 120 FTG ---- PE 0.0 P54 34.5 0.0 36.7 0.0 0.003 TL 7.50 PV Pipe: 376 -17.1 2.203 FL 3.50 PF 0.0 P54 34.5 0.0 36.7 0.0 1.4 120 FTG ---- PE 0.0 P55 34.5 0.0 36.7 0.0 0.003 TL 3.50 PV Pipe: 377 -17.1 2.203 PL 6.50 PF 0.0 P55 34.5 0.0 36.7 0.0 1.4 120 FTG ---- PE 0.0 P56 34.5 0.0 36;7 0.0 0.003 TL.,. 6.50 PV Pipe: 378 -17.1 2.203 PL 10.00 PF 0.0 P56 34.5 0.0 36.7 0.0 1.4 120 FTG ---- FE 0.0 P57 34.5 0.0 36.7 0.0 0.003 TL 10.00 PV Pipe: 379 -17.1 2.203 FL 41.50 PF 0.1 P57 34.5 0.0 36.7 0.0 1.4 120 FTG T PE 0.0 341 34.5 0.0 36.9 0.0 0.003 TL 55.14 PV Pipe: 380 -11.4 2.203 PL 54.00 PF 0.1 319 34.5 0.0 37.2 0.0 1.0 120 FTG T FE 0.0 P56 34.5 0.0 37.3 0.0 0.001 TL 67.64 PV Pipe: 381 -11.4 2.203 FL 6.00 PF 0.0 P58 34.5 0.0 37.3 0.0 1.0 120 FTG ---- PE 0.0 P59 34.5 0.0 37.3 0.0 0.001 TL 6.00 PV Pipe: 382 -11.4 2.203 FL 9.00 PF 0.0 P59 34.5 0.0 37.3 0.0 1.0 120 FTG ---- FE 0.0 P60 34.5 0.0 37.3 0.0 0.001 TL 9.00 PV Pipe: 383 -11.4 2.203 FL 9.00 PF 0.0 P60 34.5 0.0 37.3 0.0 1.0 120 FTG ---- FE 0.0 P61 34.5 0.0 37.3 0.0 0.001 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 41 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2 -Hour Wall, .40/20 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: 384 -11.4 2.203 PL 7.50 FE' 0.0 P61 34.5 0.0 37.3 0.0 1.0 120 FTG ---- FE 0.0 P62 34.5 0.0 37.3 0.0 0.001 TL 7.50 PV Pipe: 385 -11.4 2.203 PL 3.50 PF 0.0 P62 34.5 0.0 37.3 0.0 1.0 120 FTG ---- PE 0.0 P63 34.5 0.0 37.3 0.0 0.001 TL 3.50 PV Pipe: 386 -11.4 2.203 PL 6.50 PF 0.0 P63 34.5 0.0 37.3 0.0 1.0 120 FTG ---- FE 0.0 P64 34.5 0.0 37.3 0.0 0.001 TL 6.50 PV Pipe: 387 -11.4 2.203 FL 10.00 PF 0.0 P64 34.5 0.0 37.3 0.0 1.0 120 FTG ---- FE 0.0 P65 34.5 0.0 37.4 0.0 0.001 TL 10.00 PV Pipe: 388 -11.4 2.203 PL 41.50 FE' 0.1 P65 34.5 0.0 37.4 0.0 1.0 120 FTG T FE 0.0 340 34.5 0.0 37.4 0.0 0.001 TL 55.14 PV Pipe: 389 -6.1 2.203 FL 54.00 PF 0.0 320 34.5 0.0 38.0 0.0 0.5 120 FTG T FE 0.0 34.5 0.0 38.0 P.O 0.000 TL 67.64 PV Pipe: 390 -6.1 2.203 FL 6.00 FE' 0.0 P66 34.5 0.0 38.0 0.0 0.5 120 FTG ---- FE 0.0 P67 34.5 0.0 38.0 0.0 0.000 TL 6.00 PV Pipe: 391 -6.1 2.203 FL 9.00 PF 0.0 P67 34.5 0.0 38.0 0.0 0.5 120 FTG ---- FE 0.0 P68 34.5 0.0 38.0 0.0 0.000 TL 9.00 PV Pipe: 392 -6.1 2.203 FL 10.00 FE' 0.0 P68 34.5 0.0 38.0 0.0 0.5 120 FTG ---- FE 0.0 P69 34.5 0.0 38.0 0.0 0.000 TL 10.00 PV Pipe: 393 -6.1 2.203 FL 7.50 PF 0.0 P69 34.5 0.0 38.0 0.0 0.5 120 FTG ---- FE 0.0 P70 34.5 0.0 38.0 0.0 0.000 TL 7.50 PV Pipe: 394 -6.1 2.203 FL 3.50 PF 0.0 P70 34.5 0.0 38.0 0.0 0.5 120 FTG ---- FE 0.0 P71 34.5 0.0 38.0 0.0 0.000 TL 3.50 PV Pipe: 395 -6.1 2.203 FL 6.50 PF 0.0 P71 34.5 0.0 38.0 0.0 0.5 120 FTG ---- FE 0.0 P72 34.5 0.0 38.0 0.0 0.000 TL 6.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 42 DATE: 10/2/20075\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 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: 396 -6.1 2.203 PL 10.00 PF 0.0 P72 34.5 0.0 38.0 0.0 0.5 120 FTG ---- PE 0.0 P73 34.5 0.0 38.0 0.0 0.000 TL 10.00 PV Pipe: 397 -6.1 2.203 PL 41.50 PF 0.0 P73 34.5 0.0 38.0 0.0 0.5 120 FTG T PE 0.0 339 34.5 0.0 38.0 0.0 0.000TL 55.14 PV Pipe: 398 3.6 2.203 PL 79.00 PF 0.0 321 34.5 0.0 38.7 0.0 0.3 120 FTG T FE 0.0 P74 34.5 0.0 38.7 0.0 0.000 TL 92.64 PV Pipe: 399 3.6 2.203 PL 7.50 PF 0.0 P74 34.5 0.0 38.7 0.0 0.3 120 FTG ---- PE 0.0 P75 34.5 0.0 38.7 0.0 0.000 TL 7.50 PV Pipe: 400 3.6 2.203 PL 3.50 PF 0.0 P75. 34.5 0.0 38.7 0.0 0.3 120 FTG ---- PE 0.0 P76 34.5 0.0 38.7 0.0 0.000 TL 3.50 PV Pipe: 401 3.6 2.203 PL 58.00 PF 0.0 P76 34.5 0.0 38.7 0.0 0.3 120 FTG T PE 0.0 338 34.5- 0.0 .38.6 . 0.0 0.000 TL 71.64 PV Pipe: 402 9.3 2.203 FL 148.00 PF 0.2 322 34.5 0.0 39.4 0.0 0.8 120 FTG 2T PE 0.0 337 34.5 0.0 39.3 0.0 0.001 TL 175.28 PV Pipe: 403 14.9 2.203 PL 148.00 PF 0.4 323 34.5 0.0 40.2 0.0 1.3 120 FTG 2T PE 0.0 336 34.5 0.0 39.8 0.0 0.002 TL 175.28 PV Pipe: 404 29.9 2.203 PL 30.00 PF 0.4 324 34.5 0.0 41.0 0.0 2.5 120 FTG 2T PE 0.0 358 34.5 0.0 40.6 0.0 0.007 TL 57.28 PV Pipe: 405 17.8 2.203 FL 120.50 PF 0.4 358 34.5 0.0 40.6 0.0 1.5 120 FTG TL FE 0.0 335 34.5 0.0 40.2 0.0 0.003 TL 138.23 PV Pipe: 406 12.1 2.203 FL 121.00 PF 0.2 358 34.5 0.0 40.6 0.0 1.0 120 FTG T5L FE 0.0 334 34.5 0.0 40.4 0.0 0.001 TL 155.10 PV Pipe: 407 -62.4 2.203 PL 65.00 PF 3.1 325 34.5 0.0 42.0 0.0 5.2 120 FTG 2T4L FE 0.0 331 34.5 0.0 45.1 0.0 0.029 TL 108.64 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 43 DATE: 10/2/2007S\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 408 -44.6 2.203 PL 43.17 PF 0.9 326 34.5 0.0 42.5 0.0 3.8 120 FTG TL PE 0.0 359 34.5 0.0 43.5 0.0 0.015 TL 60.90 PV Pipe: 409 -34.4 2.203 PL 36.17 PF 0.6 327 34.5 0.0 42.9 0.0 2.9 120 FTG 2T PE 0.0 359 34.5 0.0 43.5 0.0 0.010 TL 63.45 PV Pipe: 410 -79.1 2.203 PL 31.83 PF 3.2 359 34.5 0.0 43.5 0.0 6.7 120 FTG 2T3L PE 0.0 330 34.5 0.0 46.7 0.0 0.045 TL 71.38 PV NOTES: (1) Calculations were performed by the PASS 7.6 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) 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 0.082 qp. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.7 ft/sec at pipe 355. 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 Sf yVlv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 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 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 8.510 24.60 47.84 17.77 61.51 16.40 5.47 42.37 42.37 47.84 11.734 47.47 107.88 34.52 118.67 40.99 10.79 79.83 79.83 107.88 II C C U 0 44 C 0 C 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 44 DATE: 10/2/20075\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Biessi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 I I CD (C't C. C 0 C C 0 0 C co C\1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 45 DATE: 10/2/20075\BRESSI RANCH, BLDG A, AREA 3 - REV BELOW 2-HOUR WALL.SDF JOB TITLE: Bressi Ranch Building A 3rd Floor , Area 3 Below 2-Hour Wall, .40/20 WATER SUPPLY CURVE 96+ 88+ I \\\\\\\\\\\\\\\\\\\ * <-82.0 psi @ 2500 gpm 80+ F1o0 Test Point I X 72+ P64+ R E I S I S56+ U R E I 48+ P S I 40+ 32+ 24+ 16+ LEGEND H X = Required Water Supply 78.75 psi @ 1650.2 gpm 8+ 1 0 = Available Water Supply 80.13 psi @ 1650.2 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 A CPS FIRE PROTECTION, INC. 417 VERNON WAY EL CAJON, CA 92020 LICENSE #C16-684659 HYDRAULIC CALCULATIONS FOR BRESSI RANCH SELF STORAGE CAMPBELL PLACE CARLSBAD, CA BUILDING BJ. ROOF, AREA 4 - REVISED FILE NUMBER: BRESSI RANCH BLDG B1, AREA 4 - REVISED.SDF DATE: 10/3/07 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HAZARD GRP. II DEISi'Ii: .40 gpm/sq. ft. AREA OF APPLICATION: 2000 sq.ft. NUMBER OF SPRINKLERS CALCULATED: 29 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1130.8 gpm TOTAL WATER REQUIRED (including hose): 1630.8 gpm (500 gpm Hose Allow) FLOW AND PRESSURE (@ NODE BOR): 1130.8 gpm @ 66.5 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 11.2 DESIGN/LAYOUT BY: CPS FIRE PROTECTION AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPARTMENT 'NER FLOW A1LAB1L1I DNL: STIC: 95 psi (55.5 @ 90%) RESIDUAL: 90 psi (81.0 @ 90%) FLOW: 1,500 gpm SOURCE: CPS FIRE PROTECTION FLOW TEST - 5/17/07 WITNESSED BY CARLSBAD FIRE DEPARTMENT CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. APPROVED 7BUBMITTED c CARLSBADANRF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG Bi, AREA 4-REVISED.SDF JOB TITLE: Bressi Ranch Building 31, AREA FOUR REVISED, .40/2000 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.5 81.0 1500.0 80.2 1630.8 79.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1630.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STRE LOVIANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1130.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE ~FTJ (PSI) (GPM) SRC 10.0 SOURCE 79.5 1630.8 8" -1.0 - - - - 83.4 - - - HYD1 -1.0 HOSE STREAM 82.6 500.0 -- - - 82.6 HYD2 -1.0 - - - - 82.8 B2 -1.0 - - - - 83.0 - - - HYD3 -1.0 - - - - 83.0 - - - B3 -1.0 - - - - 83.2 - - - HYD4 -1.0 - - - - 83.2 A -1.0 - - - - 83.3 - - - RPBIN 3.0 - - - - 78.1 - - - RPBOUT 3.0 - - - - 68.1 DIP -1.0 - - - - 68.4 - - - BOR 1.0 - - -- 66.5 TOR 10.0 - - - - 62.2 - - - 1 10.0 - - - - 61.5 - - - 2 10.0 - - - - 58.7 - - - 3 10.0 - - - - 23.0 4 10.0 - - - - 20.7 - - - 5 10.0 - - - - 18.4 - - - 6 10.0 - - - - 16.5 - - - 7 10.0 - - - - 15.1 - - - 8 10.0 - - - - 14.1 - - - 9 10.0 - - -- 13.3 --- 10 10.0 - - - - 12.1 - - - 11 10.0 - - - - 12.0 12 10.0 - - - - 12.0 - - - 13 10.0 - - - - 12.0 - - - 14 10.0 - - - - 9.0 15 10.0 - - - - 8.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG Bi, AREA 4-REVISED.SDF JOB TITLE: Bressi Ranch Building 51, AREA FOUR REVISED, .40/2000 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 401 10.0 K=11.20 16.7 45.7 402 10.0 K=11.20 17.3 46.5 403 10.0 K=11.20 17.1 46.3 404 10.0 K=11.20 15.0 43.4 405 10.0 K=11.20 15.5 44.1 406 10.0 K=11.20 15.4 43.9 407 10.0 K=11.20 13.7 41.5 408 10.0 K=11.20 14.2 42.2 409 10.0 K=11.20 14.1 42.0 410 10.0 K=11.20 12.8 40.0 411 10.0 K=11.20 13.2 40.7 412 10.0 K=11.20 13.1 40.5 413 10.0 K=11.20 12.0 38.8 414 10.0 K=11.20 11.9 38.6 415 10.0 K=11.20 11.6 38.2 416 10.0 K=11.20 11.5 38.0 417 10.0 K=11.20 11.2 37.5 418 10.0 K=11.20 10.8 36.8 419 10.0 K=11.20 10.6 36.4 420 10.0 K=11.20 10.5 36.3 421 10.0 K=11.20 10.7 36.7 422 10.0 K=11.20 10.8 36.7 423 10.0 K=11.20 10.4 36.2 424 10.0 K=11.20 10.4 36.0 425 10.0 K=11.20 10.4 36.0 426 10.0 K=11.20 9.4 34.4 427 10.0 K=11.20 8.4 32.5 428 10.0 K=11.20 7.8 31.3 429 10.0 K=11.20 8.8 33.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B1, AREA 4-REVISED.SDF JOB TITLE: Bressi Ranch Building Dl, AREA FOUR REVISED, .40/2000 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) St.Th'I. NODES (FT) K) PSI) GPM) FL/FT (PSI) Pipe: 1 1630.8 11.734 FL 85.00 PF 0.9 SRC 10.0 SRCE 79.5 (N/A) 4.8 150 FTG T2LG FE 4.8 8" -1.0 0.0 83.4 0.0 0.002 TL 368.65 PV Pipe: 2 1302.4 8.044 FL 47.00 PF 0.8 8" -1.0 0.0 83.4 0.0 8.2 150 FTG 2L FE 0.0 HYD1 -1.0 u.S. 82.6 500.0 0.01Q TL 87.82 PV Pipe: 3 802.4 8.044 PL 4.00 FE' 0.0 HYD1 -1.0 H.S. 82.6 500.0 5.1 150 FTG ---- FE 0.0 Bi -1.0 0.0 82.6 0.0 0.004 TL 4.00 PV Pipe: 4 -328.3 8.044 FL 258.00 FE' 0.2 Bi -1.0 0.0 82.6 0.0 2.1 150 FTG L FE 0.0 HYD2 -1.0 0.0 82.8 0.0 0.002 TL 278.41 PV Pipe: 5 -328.3 8.044 FL 225:00 FE' 0.2 HYD2 -1.0 0.0 82.8 0.0 2.1 150 FTG 3L FE 0.0 B2 -1.0 0.0 83.0 0.0 0.001 TL 286.23 PV Pipe: 6 -328.3 8.044 PL 10.00 PF 0.0 B2 -1.0 0.0 83.0 0.0 2.1 150 FTG ---- FE 0.0 HYD3 -1.0 0.0 83.0 0.0 0.001 TL 10.00 PV Pipe: 7 -328.3 8.044 FL 212.00 PF 0.2 HYD3 -1.0 0.0 83.0 0.0 2.1 150 FTG L FE 0.0 B3 -1.0 0.0 83.2 0.0 0.001 TL 232.41 PV Pipe: 8 -328.3 8.044 FL 10.00 PF 0.0 B3 -1.0 0.0 83.2 0.0 2.1 150 FTG ---- FE 0.0 HYD4 -1.0 0.0 83.2 0.0 0.001 TL 10.00 PV Pipe: 9 -328.3 8.044 FL 152.00 FE' 0.1 HYD4 -1.0 0.0 83.2 0.0 2.1 150 FTG 2L FE 0.0 A -1.0 0.0 83.3 0.0 0.001 TL 192.82 PV Pipe: 10 -328.3 8.044 FL 80.00 FE' 0.1 A -1.0 0.0 83.3 0.0 2.1 150 FTG T FE 0.0 8" -1.0 0.0 83.4 0.0 0.001 TL 134.95 FV Pipe: 11 1130.7 6.134 FL 23.00 FE' 2.8 Bi -1.0 0.0 82.6 0.0 12.3 150 FTG T2L FE -1.7 RFBIN 3.0 0.0 78.1 0.0 0.028 TL 99.64 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG Bi, AREA 4-REVISED.SDF JOB TITLE: Bressi Ranch Building El, AREA FOUR REVISED, .40/2000 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 FIXED PRESSURE LOSS DEVICE RPBIN 3.0 0.0 78.1 0.0 10.0 psi, 1130.7 gpm RPOUT 3.0 0.0 68.1 0.0 Pipe: 13 1130.7 6.134 PL 23.00 PF 1.4 RPBOUT 3.0 0.0 68.1 0.0 12.3 150 FTG 2L PE 1.7 DIP -1.0 0.0 68.4 0.0 0.028 TL 51.74 PV Pipe: 14 1130.7 6.400 PL 10.00 PF 1.1 DIP -1.0 0.0 68.4 0.0 11.3 140 FTG 2L PE -0.9 BOR 2.0 0.0 66.5 0.0 0.026 TL 41.21 PV Pipe: 15 1130.7 6.357 PL 9.00 PF 0.3 BOR 1.0 0.0 66.5 0.0 11.4 120 FTG ---- PE -3.9 TOR 10.0 0.0 62.2 0.0 0.035 TL 9.00 PV Pipe: 16 1130.7 6.357 PL 10.83 PF 0.8 TOR 10.0 0.0 62.2 0.0 11.4 120 FTG L PE 0.0 1 10.0 0.0 61.5 0.0 0.035 TL 22.15 PV Pipe: 17 1130.7 6.357 PL 34.83 PF 2.8 1 10.0 0.0 61.5 0.0 11.4 120 FTG 4L PE 0.0 2 10.0 0.0 58.7 0.0 0.035 TL 80.09 PV Pipe: 18 1130.7 4.310 PL 136.17 PF 35.6 2 10.0 0.0 58.7 0.0 24.9 120 FTG 2L PE 0.0 3 10.0 0.0 23.0 0.0 0.233 TL 152.89 PV Pipe: 19 1130.7 4310 PL 10.00 PF 2.3 3 10.0 0.0 23.0 0.0 24.9 120 FTG ---- PE 0.0 4 10.0 0.0 20.7 0.0 0.233 TL 10.00 PV Pipe: 20 1130.7 4.310 PL 10.00 PF 2.3 4 10.0 0.0 20.7 0.0 24.9 120 FTG ---- PE 0.0 5 10.0 0.0 18.4 0.0 0.233 TL 10.00 PV Pipe: 21 992.2 4.310 PL 10.00 PF 1.8 5 10.0 0.0 18.4 0.0 21.8 120 FTG ---- PE 0.0 6 10.0 0.0 16.5 0.0 0.183 TL 10.00 PV Pipe: 22 860.7 4.310 PL 10.00 PF 1.4 6 10.0 0.0 16.5 0.0 18.9 120 FTG ---- PE 0.0 7 10.0 0.0 15.1 0.0 0.141 TL 10.00 P1.7 Pipe: 23 735.0 4.310 PL 10.00 PF 1.1 7 10.0 0.0 15.1 0.0 16.2 120 FTG ---- PE 0.0 8 10.0 0.0 14.1 0.0 0.105 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG Bi, AREA 4-REVISED.SDF JOB TITLE: Bressi Ranch Building 31, AREA FOUR REVISED, .40/2000 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: 24 613.8 4.310 PL 11.00 PF 0.8 8 10.0 0.0 14.1 0.0 13.5 120 FTG ---- PE 0.0 9 10.0 0.0 13.3 0.0 0.0Th TL 11.00 PV Pipe: 25 460.1 4.310 PL 9.50 PF 1.2 9 10.0 0.0 13.3 0.0 10.1 120 FTG 2L PE 0.0 10 10.0 0.0 12.1 0.0 0.044 TL 26.22 PV Pipe: 26 313.1 4.310 PL 3.50 PF 0.1 10 10.0 0.0 12.1 0.0 6.9 120 FTG ---- PE 0.0 11 10.0 0.0 12.0 0.0 0.022 TL 3.50 PV Pipe: 27 167.5 4.310 PL 6.00 PF 0.0 11 10.0 0.0 12.0 0.0 3.7 120 FTG ---- PE 0.0 12 10.0 0.0 12.0 0.0 0.007 TL 6.00 PV Pipe: 28 131.5 4.310 PL 1.00 PF 0.0 12 10.0 0.0 12.0 0.0 2.9 120 FTG ---- PE 0.0 13 10.0 0.0 12.0 0.0 0.004 TL 1.00 PV Pipe: 29 45.7 1.408 PL 5.25 PF 1.7 5 10.0 0.0 18.4 0.0 9.4 120 FTG T PE 0.0 401 10.0 11.2 16.7 45.7 0.143 TL 11.87 PV Pipe: 30 92.9 2.203 PL 4.75 PF 1.1 5 10.0 0.0 18.4 0.0 7.8 120 FTG T PE 0.0 402 10.0 11.2 17.3 46.5 0.060 TL 19.39 PV Pipe: 31 46.3 2.203 PL 10.00 PF 0.2 402 10.0 11.2 17.3 46.5 3.9 120 FTG ---- PE 0.0 403 10.0 11.2 17.1 46.3 0.017 TL 10.00 PV Pipe: 32 43.4 1.408 PL 5.25 PF 1.5 6 10.0 0.0 16.5 0.0 8.9 120 FTG T PE 0.0 404 10.0 11.2 15.0 43.4 0.130 TL 11.61 PV Pipe: 33 88.1 2.203 PL 4.75 PF 1.0 6 10.0 0.0 16.5 0.0 7.4 120 FTG T PE 0.0 405 10.0 11.2 15.5 44.1 0.054 TL 18.39 PV Pipe: 34 43.9 2.203 FL 10.00 PF 0.2 405 10.0 11.2 15.5 44.1 3.7 120 FTG ---- FE 0.0 406 10.0 11.2 15.4 43.9 0.015 TL 10.00 PV Pipe: 35 41.5 1.408 PL 5.25 PF 1.4 7 10.0 0.0 15.1 0.0 8.5 120 FTG T FE 0.0 407 10.0 11.2 13.7 41.5 0.120 TL 11.87 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B1, AREA 4-REVISED.SDF JOB TITLE: Bressi Ranch Building Bi, AREA FOUR REVISED, .40/2000 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: 36 84.2 2.203 FL 4.75 PF 0.9 7 10.0 0.0 15.1 0.0 7.1 120 FTG T FE 0.0 408 10.0 11.2 14.2 42.2 0.050 TL 18.39 PV Pipe: 37 42.0 2.203 PL 10.00 PF 0.1 408 10.0 11.2 14.2 42.2 3.5 120 FTG ---- PE 0.0 409 10.0 11.2 14.1 42.0 0.014 TL 10.00 PV Pipe: 11 38 40.0 1.408 FL 5.25 PF 1.3 8 10.0 0.0 14.1 0.0 8.2 120 FTG T PE 0.0 410 10.0 11.2 12.8 40.0 0.112 TL 11.87 PV Pipe: 39 81.2 2.203 PL 4.75 PF 0.9 8 10.0 0.0 14.1 0.0 6.8 120 FTG T PE 0.0 411 10.0 11.2 13.2 40.7 0.047 TL 18.39 PV Pipe: 40 40.5 2.203 FL 10.00 PP 0.1 411 10.0 11.2 13.2 40.7 3.4 120 FTG ---- FE 0.0 412 10.0 11.2 13.1 40.5 0.013 TL 10.00 PV Pipe: 41 38.8 1.408 FL 5.25 PF 1.3 9 10.0 0.0 13.3 0.0 8.0 120 FTG T FE 0.0 413 10.0 11.2 12.0 38.8 0.106 TL 11.87 PV Pipe: 42 114.9 2.203 FL 1.50 PF 1.3 9 10.0 0.0 13.3 0.0 9.7 120 FTG T FE 0.0 414 10.0 11.2 11.9 38.6 0.089 TL 15.14 PV Pipe: 43 76.2 2.203 FL 7.00 PP 0.3 414 10.0 11.2 11.9 38.6 6.4 120 FTG ---- FE 0.0 415 10.0 11.2 11.6 38.2 0.042 TL 7.00 PV Pipe: 44 38.0 2.203 PL 7.00 PP 0.1 415 10.0 11.2 11.6 38.2 3.2 120 FTG ---- FE 0.0 41€ 10.0 11.2 11.5 38.0 0.012 TL 7.00 ?V Pipe: 45 37.5 1.408 FL 2.33 PF 0.9 10 10.0 0.0 12.1 0.0 7.7 120 FTG T FE 0.0 417 10.0 11.2 11.2 37.5 0.099 TL 8.95 PV Pipe: 46 109.5 2.203 FL 2.66 PF 1.3 10 10.0 0.0 12.1 0.0 9.2 120 FTG T FE 0.0 418 10.0 11.2 10.8 36.8 0.081 TL 16.30 PV Pipe: 47 72.7 2.203 FL 5.00 PF 0.2 418 10.0 11.2 10.8 36.8 6.1 120 FTG ---- FE 0.0 419 10.0 11.2 10.6 36.4 0.038 TL 5.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG Bi, AREA 4-REVISED.SDF JOB TITLE: Bressi Ranch Building BI, AREA FOUR REVISED, .40/2000 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 36.3 2.203 PL 7.83 PF 0.1 419 10.0 11.2 10.6 36.4 3.1 120 FTG ---- PE 0.0 420 10.0 11.2 10.5 36.3 0.011 TL 7.83 PV Pipe: 49 36.7 1.408 PL 7.00 PF 1.3 11 10.0 0.0 12.0 0.0 7.6 120 FTG T PE 0.0 421 10.0 11.2 10.7 36.7 0.095 TL 13.62 PV Pipe: 50 108.9 2.203 PL 2.00 PF 1.3 11 10.0 0.0 12.0 0.0 9.2 120 FTG T PE 0.0 422 10.0 11.2 10.8 36.7 0.081 TL 15.64 P1/ Pipe: 51 72.2 2.203 PL 9.00 PF 0.3 422 10.0 11.2 10.8 36.7 6.1 120 FTG ---- PE 0.0 423 10.0 11.2 10.4 36.2 0.038 TL 9.00 PV Pipe: 52 36.0 2.203 PL 6.33 PF 0.1 423 10.0 11.2 10.4 36.2 3.0 120 FTG ---- PE 0.0 424 10.0 11.2 10.4 36.0 0.010 TL 6.33 PV Pipe: 53 36.0 1.408 PL 7.67 PF 1.6 12 10.0 0.0 12.0 0.0 7.4 120 FTG ET PE 0.0 425 10.0 11.2 10.4 36.0 0.092 TL 17.59 PV Pipe: 54 131.5 2.203 PL 4.50 PF 2.5 13 10.0 0.0 12.0 0.0 11.1 120 FTG TL PE 0.0 426 10.0 11.2 9.4 34.4 0.114 TI 22.23 PV Pipe: 55 97.1 2.203 PL 6.00 PF 0.4 426 10.0 11.2 9.4 34.4 8.2 120 FTG ---- PE 0.0 14 10.0 0.0 9.0 0.0 0.065 TL 6.00 PV Pipe: 56 64.6 2.203 PL 6.83 PF 0.2 14 10.0 0.0 9.0 0.0 5.4 120 FTG ---- PE 0.0 15 10.0 0.0 8.8 0.0 0.031 TL 6.83 PV Pipe: 57 33.3 2.203 PL 0.50 PF 0.0 15 10.0 0.0 8.8 0.0 2.8 120 FTG ---- PE 0.0 429 10.0 11.2 8.8 33.3 0.009 TL 0.50 PV Pipe: 58 32.5 1.408 PL 1.50 PF 0.6 14 10.0 0.0 9.0 0.0 6.7 120 FTG T PE 0.0 427 10.0 11.2 8.4 32.5 0.076 TL 8.12 P1/ Pipe: 59 31.3 1.408 PL 8.00 PF 1.0 15 10.0 0.0 8.8 0.0 6.4 120 FTG T PE 0.0 428 10.0 11.2 7.8 31.3 0.071 TL 14.62 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B1, AREA 4-REVISED.SDF JOB TITLE: Bressi Ranch Building BI, AREA FOUR REVISED, .40/2000 NOTES: (I) Calculations were performed by the HASS 7.6 computer program under license no. 16080621 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 iwba.ance at any node of 0.119 qp. Total pressure at each node is used in balancing the system. Maximum water velocity is 24.9 ft/sec at pipe 18. 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 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 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 6.134 14.79 31.70 9.51 33.81 10.57 3.17 29.59 29.59 31.70 6.357 27.60 37.72 22.32 40.23 22.57 3.77 35.22 35.22 37.72 6.400 18.19 38.98 11.69 41.58 12.99 3.90 36.38 36.38 38.98 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 11.734 47.47 107.88 34.52 118.67 40.99 10.79 79.83 79.83 107.88 0 0 0 C) 0 PR 0 C C 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG Bi, AREA 4-REVISED.SDF JOB TITLE: Bressi Ranch Building 31, AREA FOUR REVISED, .40/2000 Q C I I IC (c' 0 D 0 0 0 0 0 0 0 0 (N -1 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/3/2007RESSI RANCH CALCS\BRESSI RANCH BLDG B1, AREA 4REVISED.SDF JOB TITLE: Bressi Ranch Building 31, AREA FOUR REVISED, .40/2000 WATER SUPPLY CURVE 96+ 88+ <-81.0 psi @ 2500 gpm I 80+ FlOw Test Point 72+ P 64+ R E I S S 56+ U R E I 48+ ( I P S I 40+ ) I 32+ 24+ 16+ LEGEND 11 X = Required Water Supply I 79.51 Psi @ 1630.8 gprn 8+ 0 = Available Water Supply I 80.25 psi @ 1630.8 gpm -----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 MODEL 475DAV MODEL 475DA FEATURES Sizes: U 4" U 6" U 8" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI Endconnectfons (Groovedñrstee(prpe) AWWA C606-87 Victaulic grooved end butterfly valves (standard) ACCESSORIES U Air gap (see spec sheet BF-AG) Ll Repar kit (rubber only) U Thermal expansion tank (Model WXTP) U Valve setter (Model FLS or MJS or MJFS) U QT-SET Quick Test Fitting Set DIMENSIONS & WEIGHTS (do not include pkg.) C • j4..• - - WILKINS. Model 475DAI475DAVBGVIC aam,cornpav Reduced Pressure Principle Assembly SPECIFICATION SuBMITTAL SHEET f APPLICATION Designed for installation on potable water lines in fire sprinkler systems to protect against both backsiphonage and baccpTessuTe of contaminated wateT into The potabe water supply. Assembly shall provide protection where a potential health hazard exists. STANDARDS COMPLIANCE P.SSE® Listed 1.047 UL® Classified C-UL® Classified FM®Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California MATERIALS Ma vzNe body Ditt tor ASTM P. 56 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved fusion epoxy finish Fasteners. Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Ba l.ttckis FDA app'ie Polymers NORYLTM, NSF Listed Springs Stainless steel, 300 series . MODEL 1 DIMENSIONS (approximate) WEIGHT 475DABGVIC & 475DAVBGVIC SIZE A in. mm B WITHBFLY VALVES in. 1, mm B LESS BFLY VALVES in. mm C in. 1, mm D in. mm E in. mm LESS BFLY VALVES lbs. kg WITH BFLY VALVES lbs. kg 4" 475DA 185/161465 273/4 1 705 1_21 1533 91/2 1 241 8 1203 233/16 15891113 51.3 151 68.5 4" 475DAV 187/8 479 1 32 1 813 181/2 470 91/2 241 8 203 18 11/16 475 113 51.3 151 68.5 6°4750A 1811116 475 32118 j 816 25 635 10112 267 10 254 26 -660 1167 64.9 1243 1102 6" 475DAV 21 533 351/4 1 895 1 21 11 533 101/2 267 10 254 189/16 471 187 84.9 243 110.2 8"475DA 29 737 42 9/1611081 34 7/16: 875 13 330 13 330 331/4 845 421 191.1 543 246.3 8" 475DAV 305/16 1770 469/16 1183 30 5/1617701 13 13301 13 330 341/2 1876 1421 1191.11543 1246.3 ge l 0 CA 20 15 10 5L 0 - ____• Iil - . - - - -,,- - I,)0 0. AA U) v't ci 0 -J 39 JJJ Co C,) 35 U 400 800 1200 1600 it FLOW RATES (GPM) MODEL 475DABGVIC 8" (STANDARD & METRIC) FLOW RATES (lie) 63.1 126.2 189.3 252.4 - 4, D,"flO1OFR.cW OUTDOOR INSTALLATION DIMENSIONS (approx) p I 'END IMODELSIZEI END TO TOEND END FLS MiS in. 1 mm in. mm in. I mm 4 100 31 5/16 795 1 29.313 7451 6 150 1 343/4 I 884 I 32.75 1832 8 I 200 1 47 11194144.625111331 10 1 250 1 51 112951 47 11194 VERTICAL INSTALLATION FLOW CHARACTERISTICS MODEL 475DABGVIC & 475DAVBGVIC 4" & 6" (STANDARD & METRIC) FLOW RATES (i's) 25.2 50.5 75.7 - - -p--- - 1000 2000 3000 FLOW RATES (GPM) ORated Flow (Established by approval agencies) 138 CL 0) 104 o 8 uj 69 of .35 UJ 4000 0 TYPICAL Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instruc- tions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted a a minrnum ol 2" O5mrn) an a mamurn oi 30" (762mm) above adequate drains with sufficient side clear- ance fortesting and maintenance. The installation shall be made so-that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5ft/sec 7.5ft/sec lOft/sec 15ft/sec 2 112" 75 112 149 224 115 173 230 346 198 298 397 595 6' 450 675 900 1351 8" 780 1.169 1559 2339 10" 1229 -. 1843. 2458 .-.. 3687 SPECIFICATIONS The Reduced Pressure Detector Assembly shall be ASS E@ Listed 1047, and supplied with butterfly valves. The main body and access covers shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLTM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter. The Reduced Pressure Detector Assembly shall be a WILKINS Mode l475DABGVlCor475DAVBGVlC. . Page 2of2 WILKINS a Zurn company, 1747 commerce Way, Paso Robles, CA 93446 Phone: 805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2'Phone:905/405-8272 Fax:905/405-1292 Product Support Herp Line: 1-677-BACKFLOW (1-877-222-5356) • Websfte:titp:/itwwizum.corn C*P,4S3MS (ap7r05irr51e) W0I4T MODEL SIZE B LESS I I I I I I E WTrHI I WifH h9 A GATE C 0 I OSY I F 12 H GATE GATE VALVES I OS&Y0P9'II I CLOSED I NASGATE i j I I VALVES VALVES I I VALVES In. rm in. I I .mn in. I m n I Tm, in. I nsn in. J n In. rTrn in. Tm, In. I nsn J in. I mn J lbs. I kg lbs. I kg j bs. I kg 21/2 65 1 31 1787 157/81403 71/4h84 3 3/4 95 1163IE1416 137/8(352 113/8 289 91/2 241 63/8I2131411I411l 60127.2 1621 73.5 170 77.2 3 80 j 32 J8131157/8 1463 7 1/4 1134 33/4 195 187/8f479 155/81397 123)8• 314 91/2. 241 83/81213(423/411086160 127.2 184 83.51190186.3 100 375/81956 191/2149518 203141/211141223/4 578 18 1/41464 279171/4(184 523/4 11340 98144.5 2781126.21 288 130.8 P611 44 3/4 11137 231/21597110 2543 6 1521301/8 765 23.3/4j603 19 483 12 3)8 314 t91/4 1235 623/431594 175.5 1 79 459 208.4( 475 215.6 200 603/411543 373/41956111 279] 10 254j373/4 959 291/4)743 221/2 572 153)8 391[163/41426 85 _2159 377 171 829 376 4] 853 3873 10 1250 I 1 373/419591 I 10.1254 453/4j1162 35315 899 261/2 673 153)8 391(163/4(426 2369 407 185 1167 530 11225 556 2_4 1619_UV9 J 4 .1 I SPEC(FiCATtON SUBMiTTAL SHEET FEATURES Sizes:1221t2" 4" Maximum working water pressure 175 PSI Maximum working water temperature 14.0°F Hydrostatic test pressure 350 PSI Endconnections (Grooved for steel pipe) AWWA C606 (Fianged)ANS1816J Class 125 OPTIONS (Suffixes can be combined) 0 - with NRS shut-off valves (standard) 0 FS - with cast iron wye type stralner (flanged only) El FSC - with epoxy coated wye type strainer (flanged only) U G - with groove end gate valves D GF - with groovd inlet gate connection and flanged outlet gate connection 0 'Fi3 - wiThangenie gale connecion and grooved outlet gate connection O L - less shut-off valves (flanged body connections) El MS - with Integral Relief Valve MonitorSwitch o osv - with OS & Y gate valves ACCESSO1ES 0 Repair kit (rubber only) 0 Thermal expansion tank (Model WXTP) O OS & YGate valve tamper switch (.0SY-40).. U Air gap (Model AG) U •Efectonic•Sotecoid Timer KModel EST O 01-SET Quick Test Fitting Set APPLICATION Designed for installation on potable water tines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. The Model 375 provides protection where a potential health hazard exists. STANDARDS COMPLIANCE (unless otherwise noted, sizes 2 1/2" thru 10') ASSE® Listed 1013 IAPMO® Listed CSA® Certified (2 1/2' thru 8') AWWA Compliant C511 FM®Approved * thCtaed C-UL® Classified Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile iroriASTMA 536 Grade 4 Coatings FDAApproved fusion epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners Stainless Steel, 300 Series Seal ñngs EPOM (FDA approved 0-rings Buna Nitrile (FDA approved) Springs Stainless Steel, 300 Series Sensing line Stainless Steel, braided hose ___ L + E uI 4 L0__ 1 A MODEL375OSYG SHOWN ABOVE Relief Valve discharge port: 2 1/2" - 6" - 2.75 sq. in. 5'- 10" 3.69 sq. in.. Attention: Model 375 (flange body) and Model 375A (grooved body) have differ- ent lay lengths. DIMENSIONS & WEIGHTS (do not include pkg.) 4- - -- 914*L CARLSBAD FE DEPARTMENT I FLOW CHARACTERISTICS 20 15 10 MODEL 3752 1/2", 3" & 4" (STANDARD & METRIC) FLOW RATES (us) 12.6 25.2 37.9 20 15 - - 10 WI - - -.-- -a 0 200 400 600 800 FLOW RATES (GPM) MODEL 375 6", 8" & 10" (STANDARD & METRIC) FLOW RATES (Vs) 63,1 126.2 189.3 252:4 r -IlilTh. ,ii A ---- .---- — - ---.--- -. - -. . 1000 2000 3000 4000 FLOW RATES (GPM) Rated Flow (Established by approval agencies) 5L 0 TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30(762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ftlsec 15 ft/sec 2 112w 75 fl2 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8' 780 1169 1559 2339 10' 1229 1843 2458 3687 DWEC11OW OF FLOW CD INDOOR INSTALLATION (375GF) OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backf low Prevention Assembly shall be ASSE® Listed 1013, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and (ASTh/I A276) arniThe seaYisc The checks and the relief valve shall be accessible for maintenance without removing the device from the line. The Reduced Pressure Principle Backflow Prevention Assembly shall be a WILKINS Model 375. Page 2 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 J.N CAO& ZUN tNOUSTPIZS UMTEfl, 3544 NthuaO'., Asissw, OCt&,o &J4V U2 Fa9Cli5/4O5-292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: httpj/www.zum.com FILE COPY Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by the property owner or their authorized agent. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Property name ', i) SLIC Date i, Property address 2 Ag9epted by approii - thorities (names) C7'1/U( :A1I4lJ l(( Address FA /3'c Z1i4y 4' Plans Installation conforms to accepted plans Yes No Equipment used is approved fiJ Yes QNo If no, explain deviations Has person in charge of fire equipment been instructed as Yes No to location of control valves and care and maintenance of this new equipment? If no, explain Instructions Have copies of the following been left on the premises? IS) Yes Q No System components instructions J Yes No Care and maintenance instructions Q Yes J No NFPA25 Yes DNo Location of system Supplies buildings Year of rifice Temperature Make Model manufacture size Quantity rating 1'?fc 11rb -oo1 ,31't __1 Sprinklers Pipe and Type of pipe Type of fittings 'I.-OV l.#e.,?Z) "7 .4'.6—'-4)4 fittings Maximum time to operate Alarm Alarm device through test connection valve or flow Type Make Model Minutes Seconds indicator PdT'r't— I Dry valve 0.0. D. Make Model Serial no. Make Model Serial no. Time to trip Time water Alarm Dry pipe through test Water Air Trip point reached operated connectiona,b pressure pressure air pressure test outleta,b properly operating - test - Minutes Seconds psi psi psi Minutes Seconds Yes No Without Q.O.D. With Q.O.D. I If no, explain © 2006 National Fire Protection Association NFPA 13 (p. 1 of 3) a Measured from time inspector's test connection is opened b NFPA 13 only requires the 60-second limitation in specific sections I S S 0 S S S 0 Operation IJ Pneumatic LIElectric QHydraulics Piping supervised tYes No Detecting media supervised ljYes 1:1 No 1\) Does valve operate from the manual trip, remote, or both Li Yes Li No control stations? Deluge and cti n Pre a o Is there an accessible facility in each circuit If no, explain valves for testing? Li Yes Li No Does each circuit operate Does each circuit operate Maximum time to Make Model supervision loss alarm? valve release? operate release Yes No Yes No Minutes Seconds Location Make and Residual pressure Pressure and floor model Setting Static pressure (flowing) Flow rate reducing test Inlet (pvalve Inlet (psi) Outlet (psi) si) Outlet (psi) Flow (gpm) Hydrostatic tests shall be made at not less than 200 psi (13.6 bar) for 2 hours or 50 psi (3.4 bar) abe'e-sta1i'c pressure in excess of 150 psi (10.2 bar) for hours. Differential dry-pipe valve clappers shall be left open during the test to prevent damage. All aboveground piping leakage shall be stopped. Test description Pneumatic: Establish 40 psi (2.7 bar) air pressure and measure drop, which shall ribteceed 11/2 psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours. Oi,1 /4v(j All piping hydrostatically tested at ..si ( bar) for .., hours If no, state reason Qiy piping pneumtiQallyiaste&, Yes U No Equipment operates properly AD-Yes No Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of sodium silicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? Yes LiNo Drain Reading of gauge locate eater Residual pressure with v test Tests test - supply connection: psi (........... bar) connection open wide:__psi (............ bar) Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractor's Material and Test Yes Li No Other - Explaii Certificate for Underground Piping. Flushed by installer of underground sprinkler piping OYe-&VrU No If powder-driven fasteners are used in concrete, Li Yes 11ki If no: explain has representative sample testing been I )'v ) satisfactorily completed? uer f/- Blank testing Number used Locations . Number removed gaskets 0— 1 (J,Ø( JLk4 Welding piping Yes Li No 4t 27 i4 it yes... Do you certify as the sprinkler contractor that welding procedures used complied with Yes Li No (aJiie44. the minimum requirements of AWS B2.1, ASME Section IX Welding and Brazing "b' Qualifications, or other applicable quaification standard as required by the AHJ? 'j Do you certify that all welding was performed by welders or welding operators Yes Li No k)lZt1tf jL.L4I qualified in accordance with the minimum requirements of AWS B2.1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as Weldin required by the AHJ? Do you certify that the welding was conducted in compliance with a documented IY'es Li No quality control procedure to ensure that (1) all discs are retrieved; (2) that openings in piping are smooth, that slag and other welding residue are removed; (3) the internal diameters of piping are not penetrated; (4) completed welds are free from cracks, incomplete fusion, surface porosity greater than 1A6 in. diameter, undercut deeper than the lesser of 25% of the wall thickness or 1/32 in.; and (5) completed circumferential butt weld reinforcement does not exceed 3/32 in.? © 2006 National Fire Protection Association NFPA 13 (p.2 of 3) 9 r Cutouts Do you certify that you have a control feature to ensure that Yes No (discs) all cutouts (discs) are retrieved? Hydraulic Nameplate provided If no, explain data nameplate Yes t No Date left in service with all control valves open Remarks Name of sprinkler contractor 1 P 5 r, ,if. O L.,Tte'Yi IJ ) IUC Tests witnessed by Signatures The property owner or their authorized agent (signed) Title Date For er c ned) / Title Date ? r~4 7~-7 40 Additional explanations and notes © 2006 National Fire Protection Association NFPA 13 (p. 3 of 3) C U 40