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HomeMy WebLinkAbout69 Evergreen Way - Building Plans & Draw RECEIVED SEP 0 3 2014 Buiid�n thp�a sor rtment e 0 �Q R` t► `ti o uc.MO. t �9 Q Fire Protection by Computer Design STATEP LJ. R REDHAWK FIRE AND SECURITY 32 CHAR DRIVE WESTFIELD MA, 1-413-668-4709 Job Name PIER ONE IMPORTS AT EVERGREEN WALK Drawing FP 1 OF 1 Location 25 EVERGREEN WAY, SUITE 55-69, WINDSOR, CT. Remote Area AREA# 1 Contract 029647 Data File PIER ONE IMPORTS EVERGREEN WALK.WXF -- - -Computer Programs by Hydratec Inc. Route 111- Windham N.H. USA 03087 - REDHAWK FIRE AND SECURITY Page 1 PIER ONE IMPORTS AT EVERGREEN WALK Date 8/21/14 HYDRAULIC CALCULATIONS for Project name: PIER ONE IMPORTS AT EVERGREEN WALK Location: 25 EVERGREEN WAY, SUITE 55 -69, WINDSOR, CT. Drawing no: FP 1 OF 1 Date: 8/19/14 Design Remote area number: AREA# 1 Remote area location: NEW RETAIL SPACE AREA Occupancy classification: ORDINARY HAZARD GROUP 2 Density: .20- Gpm/SgFt Area of application: 1500-Sgft Coverage per sprinkler: 130-SgFt Type of sprinklers calculated. QUICK RESPONSE UPRIGHT SPRINKLERS No. of sprinklers calculated: 12 SPKRS In-rack demand: 0 GPM-GPM Hose streams: 250 GPM-GPM Total water required(including hose streams): 572.27-GPM @ 45.93-Psi Type of system: WET PIPE SPRINKLER SYSTEM Volume of dry or preaction system: 0 GAL. -Gal Water supply information Date: 10/23/2014 Location: EXISiTNG 8"YARD LOOP Source: CT. WATER COMPANY Name of contractor: REDHAWK FIRE AND SECURITY LLC Address: 32 CHAR DRIVE, WESTFIELD MA. 01085 Phone number: 413-568-4709 Name of designer: M.TURCOTTE Authority havingjurisdiction: WINDSOR FIRE MARSHALS OFFICE Notes:(include peaking information or gridded systems here) Computer Programs-by Hydratec tnc. Route 141 Windham N.H. USA 03087 Water Supply Curve C REDHAWK FIRE AND SECURITY Page 2 PIER ONE IMPORTS AT EVERGREEN WALK Date 8121/14 City Water Supply: Demand: C1 -Static Pressure : 90 D1 -Elevation 7.796 C2-Residual Pressure: 70 D2-System Flow : 322.278 C2-Residual Flow 1135 D2-System Pressure : 45.937 Hose( Demand) :250 D3-System Demand :572.278 Safety Margin 38.428 150 140 130 P 120 R 110 E 100 cl S 90 S 80 C12 U 70 R 60 E 50 40 D3 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^ 1.85) r`nm.�n+or Drnn r�mc by LJvirotor Inr Rr+i t4c 1'19 1AlinAham N H ��.�'Q n�nR7 Fittings Used Summary REDHAWK FIRE AND SECURITY Page 3 PIER ONE IMPORTS AT EVERGREEN WALK Date 8/21/14 Fitting Legend Abbrev. Name '/x $/ 1 1'/ 1'/2 2 21/z 3 3"/ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. f mmnr rtar Pmemtimc by Hvrirntarr Inr^ Pnr rta 111 Winriham ICI 14 1 IRA ninR7 flow bummary _ Nt'rH LUUI REDHAWK FIRE AND SECURITY Page 4 PIER ONE IMPORTS AT EVERGREEN WALK Date 8/21/14 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure U01 90.0 70 1135.0 84.365 572.28 45.937 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes PATH 0.0 29.35 S01 18.0 5.6 21.56 26.0 S02 18.0 5.6 21.62 26.04 S03 18.0 5.6 21.85 26.18 SO4 18.0 5.6 22.33 26.46 S05 18.0 5.6 23.16 26.95 A01 18.0 27.68 A02 %0 27.74 A03 18.0 27.96 A04 18.0 30.95 A05 18.0 32.08 RT1 18.0 32.46 RB 1 3.0 39.17 RB2 3.0 39.22 RB3 1.0 45.09 RB4 0.0 45.62 U01 0.0 45.94 250.0 S06 18.0 5.6 21.6 26.03 S07 18.0 5.6 21.67 26.07 S08 18.0 5.6 21.9 26.2 S09 18.0 5.6 22.38 26.49 S10 18.0 5.6 23.21 26.98 S11 18.0 5.6 27.59 29.42 S12 18.0 5.6 27.67 29.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 - - EUD REDHAWK FIRE AND SECURITY Page 5 PIER ONE IMPORTS AT EVERGREEN WALK Date 8/21/14 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******" Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf S01 18 5.60 26.00 2 0.0 10.000 120 21.556 to 0.0 0.0 0.0 _S02 18 26.0 2.157 0.0 10.000 0.0063 0.063 Vel= 2.28 �S02 18 5.60 26.04 2 0.0 10.000 120 21.619 to 0.0 0.0 0.0 S03 18 52.04 2.157 _ 0.0 10.000 0.0228 0.228 Vel= 4.57 S03 18 5.60 26.17 2 0.0 10.000 120 21.847 to 0.0 0.0 0.0 SO4 18 78.21 2.157 0.0 10.000 0.0485 0.485 Vel= 6.87 SO4 18 5.60 26.47 2 0.0 10.000 120 22.332 to 0.0 0.0 0.0 S05 18 104.68 _2.157 0.0 10.000 0.0831 0.831 Vel= 9.19 S05 18 5.60 26.95 2 2E 12.307 11.000 120 23.163 to T 12.307 24.614 0.0 A01 18 131.63 2.157 0.0 35.614 0.1269 4.521 Vel= 11.56 A01 18 0.0 4 0.0 13.000 120 27.684 to 0.0 0.0 0.0 A02 18 131.63 4.26 _0.0 13.000 0.0046 0.060 Vel= 2.96 A02 18 131.77 4 0.0 13.000 120 27.744 to 0.0 0.0 0.0 A03 18 263.4 4.26 0.0 13.000 0.0166 0.216 Vel= 5.93 A03 18 58.88 4 2E 26.334 71.000 120 27.960 to T 26.334 52.668 0.0 A04 18 322.28 4.26 0.0 123.668 0.0242 2.992 Vel= 7.25 A04 18 0.0 4 B 15.8 4.500 120 30.952 to T 26.334 42.134 0.0 A05 18 322.28 4.26 0.0 46.634 0.0242 1.128 Vel= 7.25 A05 18 0.0 6 T 37.72 36.000 120 32.080 to 2E 35.205 72.926 0.0 RT1 18 322.28 6.357 0.0 108.925 0.0034 0.375 Vel = 3.26 RTI 18 0.0 6 B 12.573 12.000 120 32.455 to T 37.72 50.293 6.496 RBI 3 322.28 6.357 0.0 62.293 0.0035 0.215 Vel= 3.26 RBI 3 0.0� 6 B 12.573 2.000 120 39.166 to 0.0 12.573 0.0 RB2 3 322.28 6.357 0.0 14.573 0.0034 0.050 Vel= 3.26 RB2 3 0.0 6 0.0 0.0 120 39.216 to 0.0 2.000 5.866 ** Fixed Loss = 5 RB3 1 322.28 6.065 0.0 2.000 0.0045 0.009 Vet= 3.58 RB3 1 _ 0.0 6 L 9.0 3.000 120 45.091 to B 10.0 19.000 0.433 RB4 0 322.28 6.065 0.0 22.000 0.0044 0.096 Vel= 3.58 RB4 0 4 0.0 6 L 12.911 45.000 140 45.620 to G 4.304 60.252 0.0 U01 0 322.28 6.16 T 43.037 105.252 0.0030 0.317 Vel= 3.47 250.00 Qa= 260.00 U01 572.28 45.937 K Factor= 84.44 S06 18 5.60 26.03 2 0.0 10.000 120 21.604 to 0.0 0.0 0.0 S07 18 26.03 2.157 0.0 10.000 0.0063 0.063 Vel = 2.29 Computer Programs by Hydrates Inc: Route I I I Windham N.H. USA 03087 Hnal'Galculations - Hazen-Williams REDHAWK FIRE AND SECURITY Page 6 PIER ONE IMPORTS AT EVERGREEN WALK Date 8/21/14 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Notes * *` ` Node2 E1ev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf S07 18 5.60 26.07 2 0.0 10.000 120 21.667 to 0.0 0.0 0.0 S08 18 52.1 2.157 0.0 10.000 0.0228 0.228 Vel= 4.57 S08 18 5.60 26.20 2 0.0 10.000 120 21.895 to 0.0 0.0 0.0 S09 18 78.3 2.157 0.0 10.000 0.0486 0.486 Vel= 6.87 S09 18 5.60 26.49 2 0.0 10.000 120 22.381 to 0.0 0.0 0.0 S10 18 104.79 2.157 0.0 10.000 0_.0833 0,833 Vel= 9.20 S10 18 5.60 26.98 2 2E 12.307 11,000 120 23.214 to T 12.307 24.614 0.0 A02 18 131.77 2.157 0.0 35.614 0.1272 4.530 Vel= 11.57 0.0 A02 131.77 27.744 K Factor= 25.02 S11 18 5.60 29.42 2 0,0 10.000 120 27.594 to 0.0 0.0 0.0 S12 18 29.42 2.157 0.0 10.000 0.0080 0.080 Vel= 2.58 S12 18 5.60 29.46 2 0.0 10.000 120 27.674 to 0.0 0.0 0.0 A03 18 58.88 2.157 0.0 10.000 0.0286 0.286 Vel= 5.17 0.0 A03 58.88 27.960 K Factor= 11.14 - - - Computer Programs by Hydratec fnc. Route I11 - Windham N.H. USA -03087 -