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HomeMy WebLinkAboutF12-0004TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Job Address: 1456 WEST14AVEN CR VAIL Location.....: PRIMARY SIDE (NORTH) Parcel No...: 210312402006 Project No OWNER 1456 VAIL LLC 02/06/2012 PO BOX 745 $1,452.00 VAIL $432.00 DRB Fee --------------------- > $0.00 CO 81658 $0.00 APPLICANT CASTLE FIRE SPRINKLERS 02/06/2012 PO BOX 3878 $1,452.00 AVON $0.00 CO 81620 $1,452.00 License: C000003385 CONTRACTOR CASTLE FIRE SPRINKLERS 02/06/2012 PO BOX 3878 AVON Item: 05100 BUILDING DEPARTMENT CO 81620 License: C000003385 DEPARTMENT Permit #: Status ... Applied .. Issued . . . Expires. .: F12 -0004 ISSUED 02/06/2012 02/21/2012 Phone: 970 - 688 -0789 Phone: 970 - 688 -0789 Desciption: NEW FIRE SPRINKLER SYSTEM FOR PRIMARY SIDE/NORTH SIDE Valuation: $12,000.00 ***++**************+++*************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ************************** * * * * * * * * * * * * * * * + + * * * * * * * * * * * * ** Mechanical --- > $0.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees --- > $1,452.00 Plan Check --- > $432.00 DRB Fee --------------------- > $0.00 Additional Fees------ - - - - -> $0.00 Investigation -> $510.00 TOTAL FEES--------- - - - - -> $1,452.00 Total Permit Fee ---------- > $1,452.00 Will Call - - - - -> $0.00 Payments ------------------- > $1,452.00 BALANCE DUE --------- > $0.00 Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 02/20/2012 mvaughan Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 53 (FIRE 2007) Monitored fire sprinkler system required and shall comply with NFPA 13 (2007) and VFES Standards. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970 - 479 -2252 FROM 8:00 AM - 5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: R120000085 Amount: $1,452.00 02/21/201208:53 AM Payment Method: Check Init: SAB Notation: 1424 - CASTLE FIRE SPRINKLERS ----------------------------------------------------------------------------- Permit No: F12 -0004 Type: SPRINKLER PERMIT Parcel No: 2103 - 124 - 0200 -6 Site Address: 1456 WESTHAVEN CR VAIL Location: PRIMARY SIDE (NORTH) Total Fees: $1,452.00 This Payment: $1,452.00 Total ALL Pmts: $1,452.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 SPRINKLER PERMIT FEES 510.00 PF 00100003112300 PLAN CHECK FEES 432.00 PN 00100003153000 INVESTIGATION FEE (FIRE) 510.00 Community Development 75 South Frontage Road Vail, Colorado 81657 Tel: 970 -479- 2128 Fax: 970 -479 -2452 Web: www.vailgov.com me ,C�rd'n for FIRE SPRINKLER PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time of application submittal and must include the following information: 1. A Colorado Registered Engineer's stamp or N.I.C.E.T level III (min) stamp 2. Equipment cut sheets of materials 3. Hydraulic calculations 4. A State of Colorado contractor registration number 5. Plans must be submitted by a Registered Fire Protection Contractor Project Street Address: 1456 WESTHAVEN CIRCLE (Number) (Street) Building /Complex Name: Contractor Information: Company: CASTLE FIRE SPRINKLER Company Address: PO BOX 3878 City: AVON State: CO Zip 81620 Contact Name: STUART THOMPSON Contact Phone: 970- 688 -0789 Office Use: be v j I — D DD a Project #: pzS I o — Building Permit #: B1 1-00"f9 Sprinkler Permit #: F DI — pm � Lot #: Block # Subdivision: F Detailed Description of Work: NEW FIRE i PROTECTION SYSTEM FOR PRIMARY SIDE OF DUPLEX. (use additional sheet if necessary) E -Mail castlefiresprinklers @yahoo.com Detailed Location of work: PRIMARY SIDE OF Town of Vail Contractor Registration No.: 735 -S DUPLEX. X De ora 5 an °� ° "' " " " " """ Does a Monitored Fire Alarm Exist? Yes ( .,) No ( ) �LbW.F S1YM.. e- SnLner LN Lky. °° _ Contractor Signature (required) W Does a Sprinkler System Exist? Yes( ) No (�,) Property Information Parcel #: 2103- 124 -02 -006 (For parcel #, contact Eagle County Assessors Office at 970- 328 -8640 or visit www.eaglecounty.us /patie) Tenant Name: Owner Name: 1456 VAIL LLC Complete Valuation for Fire Sprinkler Permit: Fire Sprinkler $: (Suite #) 12,000 Work Class: New ( ) Addition ( ) Remodel ( ) Repair ( ) Retro -Fit ( ) Other ( ) Type of Building: Single - Family ( ) Duplex Multi - Family ( ) Commercial ( ) Restaurant ( ) Other ( ) Date Received: FEB 06 201 v e TOWN OF VAIL O1- Feb -10 3AFFE - 1.TXT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/29/12 REQ'D PRESS. @ JOB TITLE: Jaffe -l.txt (PSI) (GPM) WATER SUPPLY DATA 74.3 63.1 SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) 1 99.0 26.7 868.0 AGGREGATE FLOW ANALYSIS: Page 1 C: \CALC \JAFFE -1 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 98.2 74.3 63.1 TOTAL FLOW AT SOURCE 74.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 74.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 13.5 SOURCE 63.1 74.3 100 30.8 - - - - 21.5 - - - 102 34.0 - - - - 20.1 - - - 103 34.0 - - - - 20.2 - - - 104 24.5 K= 4.90 15.2 19.1 105 28.9 K= 4.90 13.7 18.1 106 24.5 K= 4.90 15.1 19.0 107 28.9 K= 4.90 13.5 18.0 98 32.5 - - - - 20.8 - - - 97 32.5 - - - - 20.7 - - - 96 32.5 - - - - 20.7 - - - 95 21.0 - - - - 25.6 - - - 94 32.5 - - - - 20.8 - - - 93 32.5 - - - - 20.9 - - - 92 21.0 - - - - 26.0 - - - 91 21.0 - - - - 26.9 - - - 90 10.1 - - - - 31.9 - - - 89 21.0 - - - - 25.6 - - - 88 10.1 - - - - 30.4 - - - 87 21.0 - - - - 25.6 - - - 86 21.0 - - - - 25.6 - - - 85 21.0 - - - - 25.5 - - - 84 21.0 - - - - 25.5 - - - 83 32.1 - - - - 15.9 - - - 82 32.1 - - - - 16.1 - - - 81 29.5 - - - - 14.0 - - - 80 29.5 - - - - 13.8 - - - 79 29.5 - - - - 18.2 - - - 78 10.7 - - - - 27.9 - - - 77 29.5 - - - - 18.3 - - - 76 10.7 - - - - 27.9 - - - 75 10.1 - - - - 28.2 - - - 74 10.1 - - - - 30.4 - - - 73 10.1 - - - - 32.5 - - - Page 1 JAFFE - 1.TXT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 01/29/12 JOB TITLE: Jaffe -l.txt NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 6 7.6 - - - - 34.3 - - - 5 7.6 - - - - 47.3 - - - 4 5.6 - - - - 49.2 - - - 3 5.6 - - - - 62.2 - - - 2 5.1 - - - - 62.5 - - - Page 2 Page 3 3AFFE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 01/29/12 JOB TITLE: Jaffe -l.txt 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) F.L. /FT (PSI) Pipe: 1 -0.0 1.055 PL 15.67 PF 0.0 100 30.8 0.0 21.S 0.0 0.0 150 FTG 8ET PE 0.7 98 32.5 0.0 20.8 0.0 0.000 TL 47.40 Pv 0.0 Pipe: 2 -13.0 1.810 PL 9.08 PF 0.0 98 32.5 0.0 20.8 0.0 1.6 120 FTG - - -- PE 0.0 94 32.5 0.0 20.8 0.0 0.004 TL 9.08 Pv 0.0 Pipe: 3 -13.0 1.810 PL 13.17 PF 0.1 94 32.S 0.0 20.8 0.0 1.6 120 FTG 2E PE 0.0 93 32.5 0.0 20.9 0.0 0.004 TL 23.17 PV 0.0 Pipe: 4 -13.0 1.810 PL 11.54 PF 0.1 93 32.5 0.0 20.9 0.0 1.6 120 FTG T PE 5.0 92 21.0 0.0 26.0 0.0 0.004 TL 21.54 Pv 0.0 Pipe: 5 13.0 1.810 PL 7.83 PF 0.0 98 32.5 0.0 20.8 0.0 1.6 120 FTG - - -- PE 0.0 97 32.5 0.0 20.7 0.0 0.004 TL 7.83 Pv 0.0 Pipe: 6 13.0 1.810 PL 3.83 PF 0.1 97 32.5 0.0 20.7 0.0 1.6 120 FTG 2E PE 0.0 96 32.5 0.0 20.7 0.0 0.004 TL 13.83 Pv 0.0 Pipe: 7 13.0 1.810 PL 11.54 PF 0.1 96 32.5 0.0 20.7 0.0 1.6 120 FTG E PE 5.0 95 21.0 0.0 25.6 0.0 0.004 TL 16.54 PV 0.0 Pipe: 8 0.0 1.055 PL 6.25 PF 0.0 102 34.0 0.0 20.1 0.0 0.0 150 FTG 6ET PE 0.6 97 32.5 0.0 20.7 0.0 0.000 TL 31.94 Pv 0.0 Pipe: 9 0.0 1.055 PL 6.25 PF 0.0 103 34.0 0.0 20.2 0.0 0.0 150 FTG 6ET PE 0.6 94 32.5 0.0 20.8 0.0 0.000 TL 31.94 Pv 0.0 Pipe: 10 13.0 1.810 PL 0.62 PF 0.0 95 21.0 0.0 2S.6 0.0 1.6 120 FTG T PE 0.0 87 21.0 0.0 25.6 0.0 0.004 TL 10.62 Pv 0.0 Pipe: 11 -24.8 1.810 PL 5.12 PF 0.1 87 21.0 0.0 25.6 0.0 3.1 120 FTG - - -- PE 0.0 86 21.0 0.0 25.6 0.0 0.014 TL S.12 Pv 0.1 Pipe: 12 -7.1 1.810 PL 0.62 PF 0.0 86 21.0 0.0 25.6 0.0 0.9 120 FTG ET PE 0.0 89 21.0 0.0 25.6 0.0 0.001 TL 15.62 Pv 0.0 Pipe: 13 -7.1 1.810 PL 10.83 PF 0.0 89 21.0 0.0 2S.6 0.0 0.9 120 FTG E PE 4.7 88 10.1 0.0 30.4 0.0 0.001 TL 15.83 Pv 0.0 Page 3 3AFFE-1.TXT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 01/29/12 JOB TITLE: Jaffe -l.txt PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. NODES (FT) (K) 86 92 92 91 91 90 87 85 85 83 83 79 79 78 85 84 84 82 82 77 77 76 106 80 107 80 Pipe: 14 21.0 21.0 Pipe: 15 21.0 21.0 Pipe: 16 21.0 10.1 Pipe: 17 21.0 21.0 Pipe: 18 21.0 32.1 Pipe: 19 32.1 29.5 Pipe: 20 29.5 10.7 Pipe: 21 21.0 21.0 Pipe: 22 21.0 32.1 Pipe: 23 32.1 29.5 Pipe: 24 29.5 10.7 Pipe: 25 24.5 29.5 Pipe: 26 28.9 29.5 1 1 1 1 1 1 / 1 1 1 1 1 1 1 1 "us 1 1 1 1 1 1 "us 1 1 1 1 m 1 / / 1 "us 1 1 lo x$] 4.9 0.0 4.9 0.0 Page 4 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) F.L. /FT (PSI) -17.7 1.810 PL 28.67 PF 0.4 25.6 0.0 2.2 120 FTG 4E PE 0.0 26.0 0.0 0.007 TL 48.67 Pv 0.0 -30.7 1.810 PL 28.96 PF 0.9 26.0 0.0 3.8 120 FTG 3E PE 0.0 26.9 0.0 0.020 TL 43.96 Pv 0.1 -30.7 1.810 PL 10.83 PF 0.3 26.9 0.0 3.8 120 FTG E PE 4.7 31.9 0.0 0.020 TL 15.83 Pv 0.1 37.8 1.810 PL 2.21 PF 0.1 25.6 0.0 4.7 120 FTG - - -- PE 0.0 25.5 0.0 0.030 TL 2.21 Pv 0.1 18.4 1.055 PL 46.29 PF 4.8 25.5 0.0 6.7 150 FTG 2E2T PE 4.8 15.9 0.0 0.071 TL 67.44 PV 0.3 -18.7 1.055 PL 7.17 PF 1.2 15.9 0.0 6.9 150 FTG 3E PE 1.1 18.2 0.0 0.074 TL 16.24 PV 0.3 -18.7 1.055 PL 18.46 PF 1.6 18.2 0.0 6.9 150 FTG E PE 8.1 27.9 0.0 0.074 TL 21.48 Pv 0.3 19.4 1.810 PL 3.33 PF 0.0 25.5 0.0 2.4 120 FTG - - -- PE 0.0 25.5 0.0 0.009 TL 3.33 Pv 0.0 19.4 1.055 PL 41.17 PF 4.6 25.5 0.0 7.1 150 FTG 3ET PE 4.8 16.1 0.0 0.079 TL 57.79 PV 0.3 -17.8 1.055 PL 7.17 PF 1.1 16.1 0.0 6.6 150 FTG 3E PE 1.1 18.3 0.0 0.068 TL 16.24 PV 0.3 -17.8 1.055 PL 18.46 PF 1.5 18.3 0.0 6.6 150 FTG E PE 8.1 27.9 0.0 0.068 TL 21.48 PV 0.3 -19.0 1.055 PL 8.50 PF 0.9 15.1 19.0 7.0 150 FTG E PE 2.2 13.8 0.0 0.076 TL 11.52 Pv 0.3 -18.0 1.055 PL 0.50 PF 0.6 13.5 18.0 6.6 150 FTG T PE 0.3 13.8 0.0 0.069 TL 8.06 Pv 0.3 Page 4 Page 5 JAFFE -l.TXT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 01/29/12 JOB TITLE: Jaffe -l.txt PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 27 -37.0 1.055 PL 4.67 PF 3.2 80 29.5 0.0 13.8 0.0 13.6 150 FTG T PE 1.1 83 32.1 0.0 15.9 0.0 0.262 TL 12.23 Pv 1.2 Pipe: 28 -19.1 1.055 PL 8.50 PF 0.9 104 24.5 4.9 15.2 19.1 7.0 150 FTG E PE 2.2 81 29.5 0.0 14.0 0.0 0.077 TL 11.52 Pv 0.3 Pipe: 29 -18.1 1.055 PL 0.50 PF 0.6 105 28.9 4.9 13.7 18.1 6.6 150 FTG T PE 0.3 81 29.5 0.0 14.0 0.0 0.070 TL 8.06 Pv 0.3 Pipe: 30 -37.2 1.055 PL 4.67 PF 3.2 81 29.5 0.0 14.0 0.0 13.7 150 FTG T PE 1.1 82 32.1 0.0 16.1 0.0 0.265 TL 12.23 Pv 1.3 Pipe: 31 -18.7 1.810 PL 3.08 PF 0.0 78 10.7 0.0 27.9 0.0 2.3 120 FTG - - -- PE 0.3 75 10.1 0.0 28.2 0.0 0.008 TL 3.08 Pv 0.0 Pipe: 32 -17.8 1.810 PL 4.35 PF 0.0 76 10.7 0.0 27.9 0.0 2.2 120 FTG - - -- PE 0.3 75 10.1 0.0 28.2 0.0 0.007 TL 4.35 Pv 0.0 Pipe: 33 -36.5 1.810 PL 49.62 PF 2.2 75 10.1 0.0 28.2 0.0 4.6 120 FTG 4ET PE 0.0 74 10.1 0.0 30.4 0.0 0.028 TL 79.62 Pv 0.1 Pipe: 34 -7.1 1.810 PL 8.33 PF 0.0 88 10.1 0.0 30.4 0.0 0.9 120 FTG T PE 0.0 74 10.1 0.0 30.4 0.0 0.001 TL 18.33 Pv 0.0 Pipe: 35 -43.6 1.810 PL 42.94 PF 2.0 74 10.1 0.0 30.4 0.0 5.4 120 FTG T PE 0.0 73 10.1 0.0 32.5 0.0 0.039 TL 52.94 Pv 0.2 Pipe: 36 -30.7 1.810 PL 22.67 PF 0.6 90 10.1 0.0 31.9 0.0 3.8 120 FTG E PE 0.0 73 10.1 0.0 32.5 0.0 0.020 TL 27.67 PV 0.1 Pipe: 37 -74.3 2.067 PL 3.17 PF 0.7 73 10.1 0.0 32.5 0.0 7.1 120 FTG 2E PE 1.1 6 7.6 0.0 34.3 0.0 0.054 TL 13.17 Pv 0.3 Pipe: 38 FIXED PRESSURE LOSS DEVICE 5 7.6 0.0 47.3 0.0 13.0 psi, 74.3 gpm 6 7.6 0.0 34.3 0.0 Pipe: 39 -74.3 2.067 PL 4.00 PF 1.1 5 7.6 0.0 47.3 0.0 7.1 120 FTG EC PE 0.9 4 5.6 0.0 49.2 0.0 0.054 TL 20.00 Pv 0.3 Page 5 JAFFE -1.TXT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 01/29/12 JOB TITLE: Jaffe -l.txt PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 40 FIXED PRESSURE LOSS DEVICE 3 5.6 0.0 62.2 0.0 13.0 psi, 74.3 gpm 4 5.6 0.0 49.2 0.0 Pipe: 41 -74.3 2.067 PL 0.50 PF 0.0 3 5.6 0.0 62.2 0.0 7.1 120 FTG - - -- PE 0.2 2 5.1 0.0 62.5 0.0 0.054 TL 0.50 PV 0.3 Pipe: 42 -74.3 1.985 PL 75.00 PF 4.3 2 5.1 0.0 62.5 0.0 7.7 150 FTG ETG PE 3.6 1 13.5 SRCE 63.1 (N /A) 0.044 TL 99.18 Pv 0.4 NOTES: (1) Calculations were performed by the HASS 5.7.0 computer program under license no. 4163187 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.081 gpm. (3) velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 13.7 ft /sec at pipe 30. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G S D Ell Tee LngEll chkvlv BfyVly GatVly 45E11 DPVly 2.067 5.00 10.00 3.00 11.00 6.00 1.00 2.00 10.00 Page 6 JAFFE -1.TXT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 01/29/12 JOB TITLE: Jaffe -l.txt WATER SUPPLY CURVE 120+ 110+ 100 *\ l0 \\ I \\ I \ 90+ \\ I \\ I \\ I \ P 80+ \\ R I \\ E I \ S I \\ U 70i \ \ \\ E 60 + \ \ \ \\ P i \ \\ I 50+ \ \ \\ \ \ \ \\ 40+ \\ \ \ \ \\ 30+ \ 1 26.7 psi @ 868 gpm -> F1oW Test Point 20 +LEGEND I I X = Required Water Supply " 1 63.14 psi @ 74.3 gpm " 10+ 1 0 = Available water Supply " I 98.23 psi @ 74.3 gpm " 0++-+---+----+-----+------+--------+-------- +--------- +------ - - - - -+ 200 300 400 500 600 LOW (GPM) 800 900 1000 Page 7 JAFFE -l.TXT j FLOW AT SOURCE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 06/01/94 OTHER HOSE STREAM ALLOWANCES C: \CALC \JAFFE -1 JOB TITLE: Jaffe -l.txt DISCHARGE FROM ACTIVE SPRINKLERS 77.4 GPM 30.8 WATER SUPPLY DATA 25.6 102 34.0 K= 4.90 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 99.0 26.7 868.0 98.2 77.4 77.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 77.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 77.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 13.5 SOURCE 77.7 77.4 100 30.8 K= 4.90 27.3 25.6 102 34.0 K= 4.90 27.9 25.9 103 34.0 K= 4.90 27.9 25.9 104 24.5 - - - - 38.1 - - - 105 28.9 - - - - 36.2 - - - 106 24.5 - - - - 38.1 - - - 107 28.9 - - - - 36.2 - - - 98 32.5 - - - - 32.8 - - - 97 32.5 - - - - 32.9 - - - 96 32.5 - - - - 33.3 - - - 95 21.0 - - - - 38.8 - - - 94 32.5 - - - - 32.9 - - - 93 32.5 - - - - 33.6 - - - 92 21.0 - - - - 39.2 - - - 91 21.0 - - - - 40.5 - - - 90 10.1 - - - - 45.7 - - - 89 21.0 - - - - 39.5 - - - 88 10.1 - - - - 44.5 - - - 87 21.0 - - - - 39.1 - - - 86 21.0 - - - - 39.2 - - - 85 21.0 - - - - 39.1 - - - 84 21.0 - - - - 39.1 - - - 83 32.1 - - - - 34.8 - - - 82 32.1 - - - - 34.8 - - - 81 29.5 - - - - 35.9 - - - 80 29.5 - - - - 35.9 - - - 79 29.5 - - - - 36.0 - - - 78 10.7 - - - - 44.3 - - - 77 29.5 - - - - 36.0 - - - 76 10.7 - - - - 44.3 - - - 75 10.1 - - - - 44.6 - - - 74 10.1 - - - - 44.8 - - - 73 10.1 - - - - 46.5 - - - Page 1 JAFFE -1.TXT $ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 06/01/94 JOB TITLE: Jaffe -l.txt NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 6 7.6 - - - - 48.4 - - - 5 7.6 - - - - 61.4 - - - 4 5.6 - - - - 63.4 - - - 3 5.6 - - - - 76.4 - - - 2 5.1 - - - - 76.7 - - - Page 2 y JAFFE -l.TXT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 06/01/94 JOB TITLE: Jaffe -l.txt 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) F.L. /FT (PSI) Pipe: 1 -25.6 1.055 PL 15.67 PF 6.3 100 30.8 4.9 27.3 25.6 9.4 150 FTG 8ET PE 0.7 98 32.5 0.0 32.8 0.0 0.132 TL 47.40 PV 0.6 Pipe: 2 -12.6 1.810 PL 9.08 PF 0.0 98 32.5 0.0 32.8 0.0 1.6 120 FTG - - -- PE 0.0 94 32.5 0.0 32.9 0.0 0.004 TL 9.08 Pv 0.0 Pipe: 3 -38.4 1.810 PL 13.17 PF 0.7 94 32.5 0.0 32.9 0.0 4.8 120 FTG 2E PE 0.0 93 32.5 0.0 33.6 0.0 0.031 TL 23.17 PV 0.2 Pipe: 4 -38.4 1.810 PL 11.54 PF 0.7 93 32.5 0.0 33.6 0.0 4.8 120 FTG T PE 5.0 92 21.0 0.0 39.2 0.0 0.031 TL 21.54 Pv 0.2 Pipe: 5 -13.0 1.810 PL 7.83 PF 0.0 98 32.5 0.0 32.8 0.0 1.6 120 FTG - - -- PE 0.0 97 32.5 0.0 32.9 0.0 0.004 TL 7.83 Pv 0.0 Pipe: 6 -38.9 1.810 PL 3.83 PF 0.4 97 32.5 0.0 32.9 0.0 4.9 120 FTG 2E PE 0.0 96 32.5 0.0 33.3 0.0 0.031 TL 13.83 Pv 0.2 Pipe: 7 -38.9 1.810 PL 11.54 PF 0.5 96 32.5 0.0 33.3 0.0 4.9 120 FTG E PE 5.0 95 21.0 0.0 38.8 0.0 0.031 TL 16.54 Pv 0.2 Pipe: 8 -25.9 1.055 PL 6.25 PF 4.3 102 34.0 4.9 27.9 25.9 9.5 150 FTG 6ET PE 0.6 97 32.5 0.0 32.9 0.0 0.135 TL 31.94 PV 0.6 Pipe: 9 -25.9 1.055 PL 6.25 PF 4.3 103 34.0 4.9 27.9 25.9 9.5 150 FTG 6ET PE 0.6 94 32.5 0.0 32.9 0.0 0.135 TL 31.94 PV 0.6 Pipe: 10 -38.9 1.810 PL 0.62 PF 0.3 95 21.0 0.0 38.8 0.0 4.9 120 FTG T PE 0.0 87 21.0 0.0 39.1 0.0 0.031 TL 10.62 Pv 0.2 Pipe: 11 -28.2 1.810 PL 5.12 PF 0.1 87 21.0 0.0 39.1 0.0 3.5 120 FTG - - -- PE 0.0 86 21.0 0.0 39.2 0.0 0.017 TL 5.12 Pv 0.1 Pipe: 12 -28.8 1.810 PL 0.62 PF 0.3 86 21.0 0.0 39.2 0.0 3.6 120 FTG ET PE 0.0 89 21.0 0.0 39.5 0.0 0.018 TL 15.62 Pv 0.1 Pipe: 13 -28.8 1.810 PL 10.83 PF 0.3 89 21.0 0.0 39.5 0.0 3.6 120 FTG E PE 4.7 88 10.1 0.0 44.5 0.0 0.018 TL 15.83 Pv 0.1 Page 3 3AFFE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 01/29/12 REQ'D PRESS. @ JOB TITLE: Jaffe -l.txt PRESS. (PSI) WATER SUPPLY DATA 98.2 74.3 SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) 1 99.0 26.7 868.0 AGGREGATE FLOW ANALYSIS: Page 1 C: \CALC \JAFFE -1 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 98.2 74.3 63.1 TOTAL FLOW AT SOURCE 74.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 74.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 13.5 SOURCE 63.1 74.3 100 30.8 - - - - 21.5 - - - 102 34.0 - - - - 20.1 - - - 103 34.0 - - - - 20.2 - - - 104 24.5 K= 4.90 15.2 19.1 105 28.9 K= 4.90 13.7 18.1 106 24.5 K= 4.90 15.1 19.0 107 28.9 K= 4.90 13.5 18.0 98 32.5 - - - - 20.8 - - - 97 32.5 - - - - 20.7 - - - 96 32.5 - - - - 20.7 - - - 95 21.0 - - - - 25.6 - - - 94 32.5 - - - - 20.8 - - - 93 32.5 - - - - 20.9 - - - 92 21.0 - - - - 26.0 - - - 91 21.0 - - - - 26.9 - - - 90 10.1 - - - - 31.9 - - - 89 21.0 - - - - 25.6 - - - 88 10.1 - - - - 30.4 - - - 87 21.0 - - - - 25.6 - - - 86 21.0 - - - - 25.6 - - - 85 21.0 - - - - 25.5 - - - 84 21.0 - - - - 25.5 - - - 83 32.1 - - - - 15.9 - - - 82 32.1 - - - - 16.1 - - - 81 29.5 - - - - 14.0 - - - 80 29.5 - - - - 13.8 - - - 79 29.5 - - - - 18.2 - - - 78 10.7 - - - - 27.9 - - - 77 29.5 - - - - 18.3 - - - 76 10.7 - - - - 27.9 - - - 75 10.1 - - - - 28.2 - - - 74 10.1 - - - - 30.4 - - - 73 10.1 - - - - 32.5 - - - Page 1 JAFFE - 1.TXT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 06/01/94 JOB TITLE: Jaffe -l.txt PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 14 86 21.0 0.0 92 21.0 0.0 Pipe: 15 92 21.0 0.0 91 21.0 0.0 Pipe: 16 91 21.0 0.0 90 10.1 0.0 Pipe: 17 87 21.0 0.0 85 21.0 0.0 Pipe: 18 85 21.0 0.0 83 32.1 0.0 Pipe: 19 83 32.1 0.0 79 29.5 0.0 Pipe: 20 79 29.5 0.0 78 10.7 0.0 Pipe: 21 85 21.0 0.0 84 21.0 0.0 Pipe: 22 84 21.0 0.0 82 32.1 0.0 Pipe: 23 82 32.1 0.0 77 29.5 0.0 Pipe: 24 77 29.5 0.0 76 10.7 0.0 Pipe: 25 106 24.5 0.0 80 29.5 0.0 Pipe: 26 107 28.9 0.0 80 29.5 0.0 Page 4 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) F.L. /FT (PSI) 0.6 1.810 PL 28.67 PF 0.0 39.2 0.0 0.1 120 FTG 4E PE 0.0 39.2 0.0 0.000 TL 48.67 Pv 0.0 -37.8 1.810 PL 28.96 PF 1.3 39.2 0.0 4.7 120 FTG 3E PE 0.0 40.5 0.0 0.030 TL 43.96 PV 0.1 -37.8 1.810 PL 10.83 PF 0.5 40.5 0.0 4.7 120 FTG E PE 4.7 45.7 0.0 0.030 TL 15.83 PV 0.1 -10.8 1.810 PL 2.21 PF 0.0 39.1 0.0 1.3 120 FTG - - -- PE 0.0 39.1 0.0 0.003 TL 2.21 Pv 0.0 -5.2 1.055 PL 46.29 PF 0.5 39.1 0.0 1.9 150 FTG 2E2T PE 4.8 34.8 0.0 0.007 TL 67.44 PV 0.0 -5.2 1.055 PL 7.17 PF 0.1 34.8 0.0 1.9 150 FTG 3E PE 1.1 36.0 0.0 0.007 TL 16.24 PV 0.0 -5.2 1.055 PL 18.46 PF 0.2 36.0 0.0 1.9 150 FTG E PE 8.1 44.3 0.0 0.007 TL 21.48 PV 0.0 -5.5 1.810 PL 3.33 PF 0.0 39.1 0.0 0.7 120 FTG - - -- PE 0.0 39.1 0.0 0.001 TL 3.33 Pv 0.0 -5.5 1.055 PL 41.17 PF 0.4 39.1 0.0 2.0 150 FTG 3ET PE 4.8 34.8 0.0 0.008 TL 57.79 PV 0.0 -5.5 1.055 PL 7.17 PF 0.1 34.8 0.0 2.0 150 FTG 3E PE 1.1 36.0 0.0 0.008 TL 16.24 PV 0.0 -5.5 1.055 PL 18.46 PF 0.2 36.0 0.0 2.0 150 FTG E PE 8.1 44.3 0.0 0.008 TL 21.48 PV 0.0 0.0 1.055 PL 8.50 PF 0.0 38.1 0.0 0.0 150 FTG E PE 2.2 35.9 0.0 0.000 TL 11.52 PV 0.0 0.0 1.055 PL 0.50 PF 0.0 36.2 0.0 0.0 150 FTG T PE 0.3 35.9 0.0 0.000 TL 8.06 PV 0.0 Page 4 JAFFE -l.TXT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 06/01/94 JOB TITLE: Jaffe -l.txt PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 27 -0.0 1.055 PL 4.67 PF 0.0 80 29.5 0.0 35.9 0.0 0.0 150 FTG T PE 1.1 83 32.1 0.0 34.8 0.0 0.000 TL 12.23 Pv 0.0 Pipe: 28 0.0 1.055 PL 8.50 PF 0.0 104 24.5 0.0 38.1 0.0 0.0 150 FTG E PE 2.2 81 29.5 0.0 35.9 0.0 0.000 TL 11.52 Pv 0.0 Pipe: 29 -0.0 1.055 PL 0.50 PF 0.0 105 28.9 0.0 36.2 0.0 0.0 150 FTG T PE 0.3 81 29.5 0.0 35.9 0.0 0.000 TL 8.06 Pv 0.0 Pipe: 30 0.0 1.055 PL 4.67 PF 0.0 81 29.5 0.0 35.9 0.0 0.0 150 FTG T PE 1.1 82 32.1 0.0 34.8 0.0 0.000 TL 12.23 Pv 0.0 Pipe: 31 -5.2 1.810 PL 3.08 PF 0.0 78 10.7 0.0 44.3 0.0 0.7 120 FTG - - -- PE 0.3 75 10.1 0.0 44.6 0.0 0.001 TL 3.08 Pv 0.0 Pipe: 32 -5.5 1.810 PL 4.35 PF 0.0 76 10.7 0.0 44.3 0.0 0.7 120 FTG - - -- PE 0.3 75 10.1 0.0 44.6 0.0 0.001 TL 4.35 Pv 0.0 Pipe: 33 -10.8 1.810 PL 49.62 PF 0.2 75 10.1 0.0 44.6 0.0 1.3 120 FTG 4ET PE 0.0 74 10.1 0.0 44.8 0.0 0.003 TL 79.62 Pv 0.0 Pipe: 34 -28.8 1.810 PL 8.33 PF 0.3 88 10.1 0.0 44.5 0.0 3.6 120 FTG T PE 0.0 74 10.1 0.0 44.8 0.0 0.018 TL 18.33 Pv 0.1 Pipe: 35 -39.5 1.810 PL 42.94 PF 1.7 74 10.1 0.0 44.8 0.0 4.9 120 FTG T PE 0.0 73 10.1 0.0 46.5 0.0 0.032 TL 52.94 Pv 0.2 Pipe: 36 -37.8 1.810 PL 22.67 PF 0.8 90 10.1 0.0 45.7 0.0 4.7 120 FTG E PE 0.0 73 10.1 0.0 46.5 0.0 0.030 TL 27.67 Pv 0.1 Pipe: 37 -77.4 2.067 PL 3.17 PF 0.8 73 10.1 0.0 46.5 0.0 7.4 120 FTG 2E PE 1.1 6 7.6 0.0 48.4 0.0 0.058 TL 13.17 Pv 0.4 Pipe: 38 FIXED PRESSURE LOSS DEVICE 5 7.6 0.0 61.4 0.0 13.0 psi, 77.4 gpm 6 7.6 0.0 48.4 0.0 Pipe: 39 -77.4 2.067 PL 4.00 PF 1.2 5 7.6 0.0 61.4 0.0 7.4 120 FTG EC PE 0.9 4 5.6 0.0 63.4 0.0 0.058 TL 20.00 Pv 0.4 Page 5 JAFFE -1.TXT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 06/01/94 JOB TITLE: Jaffe -l.txt PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 40 FIXED PRESSURE LOSS DEVICE 3 5.6 0.0 76.4 0.0 13.0 psi, 77.4 gpm 4 5.6 0.0 63.4 0.0 Pipe: 41 -77.4 2.067 PL 0.50 PF 0.0 3 5.6 0.0 76.4 0.0 7.4 120 FTG - - -- PE 0.2 2 5.1 0.0 76.7 0.0 0.058 TL 0.50 Pv 0.4 Pipe: 42 -77.4 1.985 PL 75.00 PF 4.7 2 5.1 0.0 76.7 0.0 8.0 150 FTG ETG PE 3.6 1 13.5 SRCE 77.7 (N /A) 0.047 TL 99.18 PV 0.4 NOTES: (1) Calculations were performed by the HASS 5.7.0 computer program under license no. 4163187 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.069 gpm. (3) velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 9.5 ft /sec at pipe 9. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G S D Ell Tee LngEll chkvly Bfyvly GatVly 45Ell DPVly 2.067 5.00 10.00 3.00 11.00 6.00 1.00 2.00 10.00 Page 6 JAFFE -1.TXT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 06/01/94 JOB TITLE: Jaffe -l.txt WATER SUPPLY CURVE 120+ 110+ I I I 100 *\ I0 \\ I \\ I \ 90+ \\ I \\ I \\ I \ P 80+ \\ R Ix \\ E I \ S I \\ s 70+ \\ U I \\ R I \ E 60+ \ \ \\ ( I \\ P I \ S I \\ j 50i \ \\ I \\ 40+ \ \ \\ \ \ \ \\ 30+ \ I 26.7 psi @ 868 gpm -> I F1oW Test Point 20+ LEGEND Page 7