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75 Evergreen Way - Building Plans & Draw (2)
ENVIRONMENTAL FIRE PROTECTION, INC. LI:TTE'R OF TRANSMITTAL 237CEDAR HILL ST. MARLBORO, MASSACHUSETTS 01752 Date: 04/12/071 Job# ATTN: WALTER SUMMERS RE: ILL BEAN EVERGREEN WALK PH 3 TO: WINDSOR TOWN HALL SOUTH WINDSOR, CT WE ARE SENDING YOl❑Attached ❑Under separate cover via the following items: ❑Shop Drawings ❑Prints ❑Plans ❑samples p El specifications ❑Copy of letter ❑Change order ❑ HYDRAULIC CALCULATIONS Copies Date No. Description 2 PE STAMPED SPRINKLER PLANS 2 PE STAMPED HYDRAULIC CALCULATIONS THESE ARE TRANSMITTED as check below: E For approval ❑Approved as submitted ❑Resubmit copies for approval ❑For your use ❑Approved as noted ❑Submit copies for distribution ❑As requested ❑Returned for corrections ❑Return corrected prints ❑For review and comment ❑FOR BIDS DUE 2006 ❑PRINTS RETURNED AFTER LOAN TO US REMARKS THANK YOU COPY TO SIGNED: MATTHEW ASHLEY ,LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 15: 7 HYDRAULIC DESIGN INFORMATION SHEET Job Name: 1L BEAN - BLDG C Location: EVERGREEN WALK PH 3 SOUTH WINDSOR, CT Drawing Date: 4/9/07 Remote Area Number: 3 Contractor: EFP Telephone:508 485 8183 237 CEDAR HILL ST MARLBORO, MA Designer: MSA Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: STEEL Occupancy:MERCANTILE Reviewing Authorities :SOUTH WINDSOR CT SYSTEM DESIGN Code:NFPA 13 Hazard:ORD GRP 2 System Type:WET Area of Sprinkler Oper. 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 1 Make: Area per Sprinkler 111. 0 sq ftl Model: TY-B Hose Allowance Inside 0 gpm K-Factor: 8. 00 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION .SUMMARY 15 Flowing Outlets gpm Required: 603.8 psi Required: 69.8 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 10/23/06 Rated Capacity 0 gpm Static Pressure 90 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 70.0 psi Elevation 0 At a Flow of 1135 gpm Make: Elevation 0" Model : Location: ON SITE Source of Information: CT WATER SYSTEM VOLUME 767 Gallons Notes: SO • .. No.21013NS i `,�a± LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 15: 7 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTIDN LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 354 59.8 psi 1 6" Grvd Check Valve VIC 11717" 93301 32 ' 0 6 . 065 354 0 . 0 1 6" Grvd Butterfly Valve VIC 11708W" 10 ' 120 6 . 065 354 0 . 1 1 6" Grvd 90 Ell FIRELOCK 14 ' 120 6. 065 354 0. 1 1 Pipe 6" 10x21 CSC Grvd 3 ' 120 6 .357 354 0 . 0 Elevation Change 3 ' 0" 1.3 1 6" Fingd Back Flow Valve AMES "COLT CHART LOSS 354 4 .2 1 6" Fingd 90 Ell 14 ' 120 6 . 065 354 0. 1 1 Pipe 6" DIx18 10 ' 140 6 .280 354 0. 0 Fixed Flow Outside Hose Allow. 250 gpm 1 Pipe 8" DIx18 2000 ' 140 8 .390 604 4 .3 Hydr Ref R1 Required at Source 604 69.8 psi Water Source 90. 0 psi static, 70.0 psi residual @ 1135 gpm 604 gpm 83.8 psi SAFETY PRESSURE 14.0 psi Available Pressure of 83 .8 psi Exceeds Required Pressure of 69.8 psi This is a safety margin of 14.0 psi or 17 % of Supply Maximum Water Velocity is 21. 0 fps LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 15: 7 Page 3 FITTING NAME TABLE ABBREV. NAME --------------------------------------------------- --------------------------------------------------- A Generic Alarm Valve B Generic Butterfly Valve C Roll Groove for D Generic Dry Pipe Valve E 90 , Standard Elbow F 45 ' Elbow G Generic Gate Valve K Generic Detector L 90 ' Long Turn Elbow M 90 ' Medium Turn Elbow Q Generic Flow Control Valve S Generic Swing Check T 90 ' Flow thru Tee W Generic Wafer Ch LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 15: 7 Page 4 NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO. (FT.) K-FACTOR (PSI) (U.S.GPM) -------------------------------------------------------------------------------- 40 22.17 8 .00 10 . 6 26 .1 41 22.17 8 . 00 10 . 0 25 .3 42 22.17 8. 00 9 . 1 24 .1 43 22.17 8 . 00 9 . 7 24 . 9 44 22.17 8 . 00 8 . 6 23 .4 45 22.17 8 . 00 8 . 7 23 .5 46 22.17 8. 00 8 . 5 23 .3 47 22.17 8 . 00 8 .3 23 .0 48 22.17 8.00 8 .2 22 . 9 49 22.17 8. 00 9 . 5 24 .7 50 22.17 8 . 00 8 . 1 22 . 8 51 22.17 8 . 00 7 . 9 22 .4 52 22.17 8 . 00 8 . 1 22 . 8 53 22.17 8. 00 7 . 7 22 .3 54 22.17 8 . 00 7 . 7 22 .2 82 22.17 12 .3 83 22.17 10 .5 84 22.17 10 . 0 85 22.17 9.5 A3 20.33 45 . 8 A4 20.33 46 . 1 A5 20.33 46. 5 A6 20.33 50. 1 A7 20.33 51.4 W 3.00 59 . 8 Max velocity of 21. 02 occurs in the pipe from 82 TO A3 LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 15: 7 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft Eqv. Ln. TOTAL Pf Pn 22.20 2 . 157 0 . 00 8 . 00 7.7 7. 7 K = 8 . 00 54 C=120 0. 00 0. 00 0.0 0. 0 22.20 0 . 005 0. 00 8 . 00 0.0 7.7 Vel = 1. 97 22.25 2 .157 0. 00 8 . 00 7 .7 7 . 7 K = 8 . 00 53 C=120 0. 00 0 . 00 0 . 0 0 . 0 44.45 0 . 017 0. 00 8 . 00 0. 1 7. 7 Vel = 3 . 94 22.45 2 . 157 0. 00 8 . 00 7. 9 7. 9 K = 8 . 00 51 C=120 0. 00 0. 00 0.0 0 . 0 66.90 0 . 036 0. 00 8. 00 0.3 7. 9 Vel = 5 . 93 22.86 2 .157 0. 00 8. 00 8.2 8.2 K = 8 . 00 48 C=120 0. 00 0. 00 0.0 0. 0 69.76 0 . 063 0. 00 8 . 00 0.5 8 .2 Vel = 7. 96 23.55 2 . 157 1T 12.31 2. 00 8 .7 8.7 K = 8 . 00 45 C=120 0. 00 12 .31 0. 0 0 . 0 113.31 0 . 096 0. 00 14 .30 1.4 8 .7 Vel = 10.05 2 . 635 0. 00 13 . 83 10. 0 10. 0 84 C=120 0. 00 0. 00 0 .0 0. 0 113.31 0 . 036 0.00 13 . 83 0.5 10. 0 Vel = 6.73 116.15 2 . 635 0.00 12 . 83 10 .5 10.5 83 C=120 0. 00 0. 00 0.0 0. 0 229.47 0 . 134 0. 00 12. 83 1.7 10.5 Vel = 13 .63 124.32 2 .635 1E 8.24 68.61 12 .3 12 .3 82 C=120 2T 32 . 95 41. 19 0.8 0. 0 353. 78 0 .298 0. 00 109 . 80 32 . 8 12 .3 Vel = 21.02 4 .260 0. 00 11. 04 45. 8 45. 8 A3 C=120 0.00 0. 00 0. 0 0. 0 353 .78 0 . 029 0. 00 11. 04 0 .3 45. 8 Vel = 8 . 04 4 .260 0. 00 13 .33 46 . 1 46 . 1 A4 C=120 0. 00 0. 00 0 .0 0. 0 353 . 78 0 . 029 0. 00 13 .33 0.4 46 . 1 Vel = 8 .04 4.260 2E 26.33 100.33 46.5 46.5 A5 C=120 0.00 26.33 0. 0 0. 0 353 .78 0 . 029 0.00 126. 66 3 . 6 46.5 Vel = 8 . 04 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) LL BEAN - BLDG G Drawing Date:4/9/07 4/ 9/07 I5: 7 Tyco Fire Products Page 6 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft Eqv. Ln. TOTAL Pf Pn -------------------------------------------------------------------------------- 4 .260 lE 13 . 17 30. 87 50 .1 50.1 A6 C=120 0. 00 13 . 17 0. 0 0. 0 353.78 0. 029 0. 00 44 . 03 1.3 50. 1 Vel = 8 . 04 6 .357 6E 105.62 70. 04 51.4 51.4 A7 C=120 1T 37. 72 143 .34 7.5 0. 0 353.78 0 . 004 0. 00 213 .37 0. 9 51.4 Vel = 3 .61 W 353.78 59. 8 K = 45.746 -------------------------------------------------------------------------------- 22.76 2 .157 0. 00 8 . 00 8.1 8 .1 K = 8 . 00 52 C=120 0. 00 0. 00 0. 0 0.0 22.76 0. 005 0. 00 8. 00 0. 0 8.1 Vel = 2 . 02 22.81 2 . 157 0. 00 8. 00 8 . 1 8.1 K = 8. 00 50 C=120 0.00 0 . 00 0. 0 0.0 45.57 0.018 0. 00 8. 00 0.1 8 .1 Vel = 4 . 04 23.01 2 .157 0. 00 8 . 00 8 .3 8 .3 K = 8. 00 47 C=120 0. 00 0. 00 0 . 0 0.0 68.59 0 . 038 0.00 8 . 00 0 .3 8 .3 Vel = 6 . 08 23.43 2 . 157 0.00 8 . 00 8 .6 8.6 K = 8 . 00 44 C=120 0.00 0 . 00 0. 0 0.0 92.02 0 . 065 0.00 8 . 00 0 .5 8 .6 Vel = 8 .16 24.14 2 .157 1T 12.31 2 . 00 9. 1 9.1 K = 8 . 00 42 C=120 0. 00 12 .31 0. 0 0.0 116.15 0 .101 0. 00 14.30 1.4 9 .1 Vel = 10.30 83 116.15 10.5 K = 35.772 -------------------------------------------------------------------------------- 23 .33 1. 049 1T 5.00 1. 00 8 .5 8 .5 K = 8 . 00 46 C=120 0.00 5. 00 0. 0 0.0 23.33 0.173 0. 00 6 . 00 1. 0 8 .5 Vel = 8.74 24.65 2 . 157 0.00 8 . 00 9 .5 9.5 85 C=120 0.00 0 . 00 0 . 0 0.0 47. 98 0 . 020 0.00 8 . 00 0 .2 9 .5 Vel = 4.25 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ALL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 15: 7 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft Eqv. Ln. TOTAL Pf Pn 24.91 2 .157 0. 00 8. 00 9 . 7 9. 7 K = 8 . 00 43 C=120 0. 00 0. 00 0 . 0 0 . 0 72.89 0. 043 0. 00 8 . 00 0 .3 9 . 7 Vel = 6 .46 25.35 2 .157 0. 00 8. 00 10 . 0 10. 0 K = 8 . 00 41 C=120 0. 00 0 . 00 0 . 0 0. 0 98.23 0. 074 0. 00 8. 00 0 . 6 10. 0 Vel = 8 . 71 26.08 2 .157 1T 12.31 2 . 00 10.6 10. 6 K = 8 . 00 40 C=120 0. 00 12 .31 0. 0 0 . 0 124.32 0 .114 0 . 00 14 .30 1. 6 10 . 6 Vel = 11. 02 82 124.32 12 .3 K = 35. 502 -------------------------------------------------------------------------------- 24.65 2 . 157 0. 00 8 . 00 9 .5 9 . 5 K = 8 .00 49 C=120 0. 00 0. 00 0 . 0 0 . 0 24.65 0. 006 0. 00 8. 00 0 . 0 9.5 Vel = 2 . 19 85 24.65 9 .5 K = 7. 981 --------------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) YLL BEAN - BLDG C Drawing Date:4/9/07 4/ 9/07 IS: 7 HYDRAULIC DESIGN INFORMATION SHEET Job Name: LL BEAN - BLDG C Location: EVERGREEN WALK PH 3 SOUTH WINDSOR, CT Drawing Date: 4/9/07 Remote Area Number: 2 Contractor: EFP Telephone:508 485 8183 237 CEDAR HILL ST MARLBORO, MA Designer: MSA Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: STEEL Occupancy:MERCANTILE Reviewing Authorities :SOUTH WINDSOR CT SYSTEM DESIGN Code:NFPA 13 Hazard:ORD GRP 2 System Type :WET Area of Sprinkler Oper. 1500 sq fti Sprinkler or Nozzle Density (gpm/sq ft) 0.200 I Make: Area per Sprinkler 117. 0 sq ftj Model : TY-B Hose Allowance Inside 0 gpm ( K-Factor: 8. 00 Hose Allowance Outside 250 gpm Temperature Rating: 155 CALCULATION SUMMARY 12 Flowing Outlets gpm Required: 541.7 psi Required: 57.3 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 10/23/06 Rated Capacity 0 gpm Static Pressure 90. 0 psi Rated Pressure 0 . 0 psi Residual Pres 70. 0 psi Elevation 0 At a Flow of 1135 gpm Make: Elevation 0" Model: Location: ON SITE Source of Information: CT WATER SYSTEM VOLUME 767 Gallons Notes: y .LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 15: 7 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 292 47.8 psi 1 6" Grvd Check Valve VIC 11717" 93301 32 ' 0 6 . 065 292 0 . 0 1 6" Grvd Butterfly Valve VIC "708W" 10 ' 120 6 . 065 292 0 . 0 1 6" Grvd 90 Ell FIRELOCK 14 ' 120 6 . 065 292 0.1 1 Pipe 6" 10x21 CSC Grvd 3 ' 120 6 .357 292 0 . 0 Elevation Change 310" 1.3 1 6" Fingd Back Flow Valve AMES "COLT CHART LOSS 292 4 .5 1 6" Fingd 90 Ell 14 ' 120 6 . 065 292 0. 1 1 Pipe 6" DIx18 10 ' 140 6 .280 292 0. 0 Fixed Flow Outside Hose Allow. 250 gpm 1 Pipe 8" DIx18 2000 ' 140 8 .390 542 3 .5 Hydr Ref Rl Required at Source 542 57.3 psi Water Source 90.0 psi static, 70. 0 psi residual @ 1135 gpm 542 gpm 84.9 psi SAFETY PRESSURE 27.6 psi Available Pressure of 84.9 psi Exceeds Required Pressure of 57.3 psi This is a safety margin of 27.6 psi or 33 % of Supply Maximum Water Velocity is 17 .3 fps ALL BEAN - BLDG C Drawing Date:4/9/07 4/ 9/07 15: 7 Page 3 FITTING NAME TABLE ABBREV. NAME A Generic Alarm Valve B Generic Butterfly Valve C Roll Groove for D Generic Dry Pipe Valve E 90 ' Standard Elbow F 45 ' Elbow G Generic Gate Valve K Generic Detector L 90 ' Long Turn Elbow M 90 ' Medium Turn Elbow Q Generic Flow Control Valve S Generic Swing Check T 90 ' Flow thru Tee W Generic Wafer Ch LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 IS: 7 Page 4 NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO. (FT.) K-FACTOR (PSI) (U.S.GPM) -------------------------------------------------------------------------------- 20 38.08 8. 00 10.3 25 . 7 21 38.08 8 . 00 9. 9 25 . 1 22 38.08 8 . 00 9 .7 24 . 9 23 38.08 8 . 00 9. 6 24. 8 24 38.08 8 . 00 9.5 24. 6 25 38.08 8 . 00 9 . 1 24. 1 26 38.08 8 . 00 8 . 9 23 . 8 27 38.08 8 . 00 8 . 8 23 . 8 28 38.08 8 . 00 9 .2 24 .3 29 38.08 8 . 00 8 . 8 23 . 7 30 38.08 8 . 00 8 .6 23 .5 31 38.08 8 . 00 8 .6 23 .4 A6 20.33 38 . 8 A7 20_33 39 .7 Bi 38.08 10.2 B2 38.08 10.5 B3 38.08 12 .2 B4 38.08 14 .2 B5 38.08 17.0 136 38.08 20. 8 C1 38.08 11.5 W 3.00 47 . 8 Max velocity of 17.33 occurs in the pipe from B3 TO B4 ALL BEAN - BLDGC Drawing Date:4/9/07 4/ 9107 15: 7 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft Eqv. Ln. TOTAL Pf Pn 23.40 2 . 157 0. 00 10. 00 8.6 8.6 K = 8 . 00 31 C=120 0. 00 0. 00 0. 0 0. 0 23.40 0. 005 0. 00 10. 00 0.1 8. 6 Vel = 2 .07 23.47 2 . 157 0. 00 10. 00 8 .6 8 . 6 K = 8 . 00 30 C=120 0.00 0. 00 0. 0 0. 0 46_87 0 . 019 0. 00 10 . 00 0.2 8. 6 Vel = 4 . 16 23.73 2 . 157 0. 00 10. 00 8 .8 8 . 8 K = 8 . 00 29 C=120 0. 00 0. 00 0.0 0. 0 70.60 0. 040 0. 00 10. 00 0.4 8. 8 Vel = 6.26 24.26 2. 157 1T 12.31 2 . 38 9.2 9.2 K = 8 . 00 28 C=120 0.00 12 .31 0. 0 0. 0 94.86 0. 069 0. 00 14. 68 1.0 9.2 Vel = 8 .41 2 . 635 0. 00 11. 67 10.2 10.2 B1 C=120 0. 00 0. 00 0. 0 0. 0 94.86 0. 026 0. 00 11.67 0.3 10.2 Vel = 5.64 96.28 2 . 635 1T 16.47 1.50 10.5 10.5 B2 C=120 0. 00 16.47 0. 0 0. 0 191.13 0. 095 0. 00 17. 97 1.7 10.5 Vel = 11.36 100.54 2 . 635 0. 00 9.29 12 .2 12 .2 B3 C=120 0. 00 0 . 00 0. 0 0. 0 291.67 0.209 0. 00 9.29 1. 9 12.2 Vel = 17 .33 2 . 635 0.00 13 .33 14.2 14.2 B4 C=120 0. 00 0. 00 0. 0 0. 0 291.67 0.209 0. 00 13 .33 2 . 8 14.2 Vel = 17 .33 2 . 635 0.00 18 .46 17. 0 17. 0 B5 C=120 0. 00 0. 00 0. 0 0. 0 291.67 0 .209 0. 00 18 .46 3 . 9 17. 0 Vel = 17 .33 3 .260 4E 37.63 81. 07 20. 8 20 . 8 B6 C=120 1T 20.16 57. 79 7.7 0. 0 291.67 0. 074 0. 00 138. 86 10.3 20. 8 Vel = 11.32 4 .260 1E 13.17 30. 87 38. 8 38 . 8 A6 C=120 0. 00 13 . 17 0. 0 0. 0 291.67 0. 020 0. 00 44 . 03 0. 9 38 . 8 Vel = 6 .63 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) . .LL BEAN - BLDGC Drawing Date:4/9/07 4/ 9107 15: 7 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft Eqv. Ln. TOTAL Pf Pn 6 .357 6E 105. 62 70 . 04 39 . 7 39 . 7 A7 C=120 1T 37. 72 143 . 34 7.5 0. 0 291.67 0 .003 0. 00 213 . 37 0. 6 39. 7 Vel = 2 . 98 W 291.67 47. 8 K = 42 . 183 -------------------------------------------------------------------------------- 23.75 2 .157 0.00 10 . 00 8. 8 8. 8 K = 8. 00 27 C=120 0. 00 0 . 00 0 . 0 0. 0 23.75 0.005 0.00 10 . 00 0 .1 8 . 8 Vel = 2 .11 23.82 2 .157 0. 00 10. 00 8. 9 8 . 9 K = 8. 00 26 C=120 0.00 0. 00 0. 0 0. 0 47.57 0. 019 0. 00 10. 00 0.2 8 . 9 Vel = 4 .22 24.08 2 .157 0. 00 10. 00 9.1 9 . 1 K = 8. 00 25 C=120 0. 00 0. 00 0. 0 0. 0 71.65 0. 041 0.00 10. 00 0 .4 9. 1 Vel = 6 .35 24.62 2 . 157 1T 12.31 2 .38 9.5 9 .5 K = 8. 00 24 C=120 0. 00 12 .31 0. 0 0. 0 96.28 0 .071 0. 00 14. 68 1. 0 9.5 Vel = 8 .54 B2 96.28 10 .5 K = 29. 686 -------------------------------------------------------------------------------- 24.80 2 . 157 0. 00 10. 00 9 . 6 9 . 6 K = 8. 00 23 C=120 0. 00 0. 00 0. 0 0 . 0 24. 80 0 . 006 0. 00 10. 00 0 . 1 9. 6 Vel = 2 .20 24.88 2 . 157 0. 00 10. 00 9 .7 9 . 7 K = 8. 00 22 C=120 0. 00 0. 00 0. 0 0. 0 49.68 0. 021 0.00 10. 00 0.2 9. 7 Vel = 4 .40 25.15 2. 157 0. 00 10. 00 9 . 9 9 . 9 K = 8 . 00 21 C=120 0. 00 0. 00 0. 0 0. 0 74.83 0 . 045 0. 00 10. 00 0.4 9 . 9 Vel = 6. 63 25.71 2 . 157 1T 12 .31 2.38 10.3 10.3 K = 8.00 20 C=120 0. 00 12 . 31 0 . 0 0 . 0 100.54 0. 077 0. 00 14. 68 1. 1 10 .3 Vel = 8 . 91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Y LL BEAN - BLDG G Drawing Date:4/9/07 4/ 9107 I5: 7 Tyco Fire Products Page 7 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- HYD. Qa DIA. FITTING PIPE Pt Pt REF licit or FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft Eqv. Ln. TOTAL Pf Pn -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 2 . 635 1T 16 .47 10. 17 11.5 11.5 C1 C=120 0 . 00 16 .47 0.0 0. 0 100.54 0 . 029 0 .00 26 .64 0. 8 11.5 Vel = 5 . 97 133 100.54 12.2 K = 28 .744 -------------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) .LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 15: 8 HYDRAULIC DESIGN INFORMATION SHEET Job Name: LL BEAN - BLDG C Location: EVERGREEN WALK PH 3 SOUTH WINDSOR, CT Drawing Date: 4/9/07 Remote Area Number: 4 Contractor: EFP Telephone:508 485 8183 237 CEDAR HILL ST MARLBORO, MA Designer: MSA Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: STEEL Occupancy:MERCANTILE Reviewing Authorities:SOUTH WINDSOR CT SYSTEM DESIGN Code:NFPA 13 Hazard:ORD GRP 2 System Type:WET Area of Sprinkler Oper. 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 1 Make: Area per Sprinkler 100.0 sq ftj Model: TY-B Hose Allowance Inside 0 gpm K-Factor: 8. 00 Hose Allowance Outside 250 gpm Temperature Rating: 155 CALCULATION SUMMARY 18 Flowing Outlets gpm Required: 557.0 psi Required: 38.4 @ Source WATER SUPPLY Water Flow Test ( Pump Data Date of Test 10/23/06 Rated Capacity 0 gpm Static Pressure 90 . 0 psi Rated Pressure 0. 0 psi Residual Pres 70. 0 psi Elevation 0 1 At a Flow of 1135 gpm Make: Elevation 0" Model: Location: ON SITE Source of Information: CT WATER SYSTEM VOLUME 767 Gallons Notes : 441 J. A� 0 No.21013 . I ##I its LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9/07 I5: 8 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 407 27 .9 psi 1 6" Grvd Check Valve VIC 11717" 93301 32 ' 0 6 . 065 407 0 . 0 1 6" Grvd Butterfly Valve VIC 11708W" 10 ' 120 6 . 065 407 0 . 1 1 6" Grvd 90 Ell FIRELOCK 14 ' 120 6. 065 407 0. 1 1 Pipe 6" 10x21 CSC Grvd 3 ' 120 6.357 407 0 . 0 Elevation Change 310" 1. 3 1 6" Fingd Back Flow Valve AMES "COLT CHART LOSS 407 3 . 9 1 6" Fingd 90 Ell 14 ' 120 6 . 065 407 0 . 1 1 Pipe 6" DIx18 10 ' 140 6 .280 407 0 . 0 Fixed Flow Outside Hose Allow. 250 gpm 1 Pipe 8" DIx18 2000 ' 140 8 .390 657 5 . 0 Hydr Ref R1 Required at Source 657 38.4 psi Water Source 90.0 psi static, 70.0 psi residual @ 1135 gpm 657 gpm 82.7 psi SAFETY PRESSURE 44.3 psi Available Pressure of 82.7 psi Exceeds Required Pressure of 38.4 psi This is a safety margin of 44.3 psi or 54 % of Supply Maximum Water Velocity is 10.1 fps .LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9/07 I5: S Page 3 FITTING NAME TABLE ABBREV. NAME --------------------------------------------------- --------------------------------------------------- A Generic Alarm Valve B Generic Butterfly Valve C Roll Groove for D Generic Dry Pipe Valve E 90 , Standard Elbow F 45 ' Elbow G Generic Gate Valve K Generic Detector L 90 ' Long Turn Elbow M 90' Medium Turn Elbow Q Generic Flow Control Valve S Generic Swing Check T 90 , Flow thru Tee W Generic Wafer Ch LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9/07 15: 8 Page 4 ------------- NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO. (FT. ) K-FACTOR (PSI) (U.S.GPM) -------------------------------------------------------------------------------- 60 22.17 8 . 00 7.4 21. 8 61 22.17 8 . 00 7. 6 22. 0 62 22.17 8 . 00 7.4 21. 8 63 22.17 8. 00 7.6 22 . 0 64 22.17 8 . 00 7. 9 22 .5 65 22.17 8 . 00 8 .0 22 .6 66 22.17 8. 00 7. 0 21.2 67 22.17 8 . 00 8 . 0 22 .6 68 22.17 8 . 00 8 . 1 22 . 8 69 22.17 8 . 00 7.0 21.2 70 22.17 8 . 00 8 . 1 22.7 71 22.17 8. 00 8.2 22. 9 72 22.17 8 . 00 8 .1 22 . 8 73 22.17 8 . 00 8 .5 23 .3 74 22.17 8. 00 8 .4 23 .2 75 22.17 8. 00 8 .9 23 . 9 76 22.17 8 . 00 8 .6 23 .4 77 22.17 8 . 00 9.1 24.2 80 22.17 8.0 81 22.17 8. 0 86 22.17 9. 1 87 22.17 9. 0 Al 20.33 12 .3 A2 20.33 12 .4 A3 20.33 12.4 A4 20.33 12 .5 A5 20.33 12 .8 A6 20.33 17 .6 A7 20.33 19.2 W 3.00 27.9 Max velocity of 10. 14 occurs in the pipe from Al TO 77 YLL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 15: 8 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft Eqv. Ln. TOTAL Pf Pn 21.17 1. 049 1T 5.00 1. 67 7. 0 7 . 0 K = 8 . 00 66 C=120 0 . 00 5 . 00 0. 0 0. 0 21.17 0. 145 0.00 6 . 67 1. 0 7 . 0 Vel = 7 . 93 2 . 157 0.00 8 . 00 8. 0 8 . 0 81 C=120 0.00 0 . 00 0. 0 0. 0 21.17 0. 004 0 .00 8 . 00 0. 0 8. 0 Vel = 1. 88 22 .63 2 . 157 0 .00 8 .00 8. 0 8 . 0 K = 8 . 00 67 C=120 0 . 00 0 . 00 0. 0 0. 0 43.79 0 . 017 0.00 8 . 00 0. 1 8 . 0 Vel = 3 . 88 22.81 2 . 157 0.00 8. 00 8 . 1 8. 1 K = 8. 00 68 C=120 0. 00 0 . 00 0. 0 0. 0 66.60 0 . 036 0.00 8. 00 0.3 8 .1 Vel = 5 . 91 23 .21 2 . 157 0. 00 8 . 00 8.4 8.4 K = 8. 00 74 C=120 0. 00 0 .00 0.0 0 . 0 89.82 0. 063 0. 00 8 .00 0.5 8 .4 Vel = 7. 96 23 .89 2 . 157 lE 6 .15 8 . 88 8. 9 8 . 9 K = 8. 00 75 C=120 1T 12 .31 18 .46 0. 8 0. 0 113.71 0. 097 0. 00 27.34 2 . 6 8 . 9 Vel = 10. 08 114.36 4 .260 0 . 00 1. 92 12.4 12 .4 A2 C=120 0.00 0 . 00 0. 0 0. 0 228.07 0 . 013 0. 00 .1. 92 0. 0 12 .4 Vel = 5. 18 4 .260 0. 00 11.04 12.4 12 .4 A3 C=120 0 . 00 0. 00 0. 0 0 . 0 228.07 0 . 013 0 . 00 11. 04 0.1 12 .4 Vel = 5. 18 91.28 4 .260 0. 00 13 .33 12 .5 12 .5 A4 C=120 0. 00 0 .00 0. 0 0 . 0 319.35 0 . 024 0. 00 13 .33 0.3 12 .5 Vel = 7.26 87.69 4 .260 2E 26 .33 100.33 12 . 8 12 . 8 A5 C=120 0. 00 26.33 0.0 0. 0 407.04 0. 037 0. 00 126 .66 4. 7 12 . 8 Vel = 9.25 4 .260 1E 13 . 17 30. 87 17.6 17. 6 A6 C=120 0. 00 13 . 17 0 . 0 0 . 0 407. 04 0. 037 0. 00 44 . 03 1. 6 17 .6 Vel = 9.25 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) �LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9/07 15: 8 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft Eqv. Ln. TOTAL Pf Pn 6.357 6E 105 . 62 70. 04 19 .2 19.2 A7 C=120 1T 37. 72 143 .34 7. 5 0. 0 407.04 0 . 005 0. 00 213 .37 1. 1 19.2 Vel = 4 .15 W 407.04 27. 9 K = 77 . 117 -------------------------------------------------------------------------------- 21. 18 1. 049 1T 5. 00 2 . 11 7. 0 7. 0 K = 8. 00 69 C=120 0. 00 5. 00 0. 0 0. 0 21. 18 0. 145 0. 00 7.11 1. 0 7. 0 Vel = 7 . 94 2 .157 0. 00 8. 87 8. 0 8 .0 80 C=120 0. 00 0.00 0. 0 0. 0 21.18 0. 004 0. 00 8 . 87 0. 0 8 . 0 Vel = 1. 88 22. 74 2 .157 0. 00 6 . 79 8 . 1 8.1 K = 8 . 00 70 C=120 0. 00 0. 00 0. 0 0.0 43. 91 0. 017 0. 00 6 .79 0. 1 8 . 1 Vel = 3 . 89 22. 89 2 .157 0. 00 10. 00 8.2 8.2 K = 8 . 00 71 C=120 0. 00 0. 00 0. 0 0.0 66. 81 0. 036 0. 00 10. 00 0 .4 8 .2 Vel = 5 . 92 23.39 2 .157 0. 00 9. 00 ,8. 6 8 .6 K = 8 . 00 76 C=120 0. 00 0. 00 0. 0 0. 0 90.20 0 . 063 0. 00 9. 00 0. 6 8 .6 Vel = 8.00 24.16 2 .157 lE 6 . 15 6.22 9. 1 9 .1 K = 8 . 00 77 C=120 1T 12 .31 18 .46 0. 8 0.0 114.36 0. 098 0. 00 24 .68 2 .4 9 . 1 Vel = 10 . 14 4 .260 0. 00 9. 19 12.3 12 .3 Al C=120 0. 00 0. 00 0. 0 0 . 0 114.36 0. 004 0. 00 9.19 0.0 12 .3 Vel = 2.60 A2 114.36 12 .4 K = 32 .525 -------------------------------------------------------------------------------- 21. 82 1. 049 1T 5 . 00 5 . 00 7.4 7.4 K = 8 .00 62 C=120 0 .00 5 . 00 0. 0 0 . 0 21. 82 0.153 0. 00 10. 00 1.5 7 .4 Vel = 8 . 18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) r , LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 15: 8 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft Eqv. Ln. TOTAL Pf Pn 21.82 2 .157 0. 00 10 . 00 9. 0 9 . 0 87 C=120 0. 00 0. 00 0. 0 0 . 0 43.64 0. 016 0. 00 10 . 00 0.2 9 . 0 Vel = 3 . 87 44.05 2 .157 1E 6 . 15 30 .23 9.1 9 . 1 86 C=120 1T 12 .31 18.46 0. 8 0. 0 87.69 0. 060 0 . 00 48 .69 2.9 9.1 Vel = 7.77 A5 87.69 12.8 K = 24.467 -------------------------------------------------------------------------------- 21.82 1. 049 1T 5. 00 5. 00 7.4 7.4 K = 8. 00 60 C=120 0 . 00 5. 00 0.0 0. 0 21_82 0. 153 0. 00 10. 00 1.5 7.4 Vel = 8 . 18 87 21.82 9 .0 K = 7.286 -------------------------------------------------------------------------------- 22.02 1. 049 1T 5. 00 5 . 00 7. 6 7 .6 K = 8 .00 63 C=120 0 . 00 5. 00 0 .0 0 .0 22.02 0 .156 0. 00 10. 00 1.6 7 .6 Vel = 8.26 86 22.02 9 .1 K = 7.287 -------------------------------------------------------------------------------- 22.02 1. 049 1T 5. 00 5. 00 7.6 7 .6 K = 8 . 00 61 C=120 0.00 5. 00 0.0 0. 0 22.02 0. 156 0. 00 10. 00 1.6 7.6 Vel = 8 .26 86 22.02 9.1 K = 7.287 -------------------------------------------------------------------------------- 22.53 2.157 0 . 00 10. 00 7 . 9 7. 9 K = 8 .00 64 C=120 0.00 0. 00 0 . 0 0. 0 22.53 0. 005 0. 00 10. 00 0. 0 7. 9 Vel = 2 . 00 22 .60 2 . 157 0 . 00 9. 15 8 . 0 8 . 0 K = 8.00 65 C=120 0 . 00 0. 00 0. 0 0 . 0 45.13 0 .018 0 . 00 9. 15 0.2 8 .0 Vel = 4. 00 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) LL BEAN - BLDG C Drawing Date:4/9/07 4/ 9107 I5: 8 Tyco Fire Products Page 8 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft Eqv. Ln. TOTAL Pf Pn -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 22.83 2 .157 0 . 00 9 . 50 8.1 8 . 1 K = 8. 00 72 C=120 0. 00 0. 00 0. 0 0. 0 67.9fi 0.037 0. 00 9 . 50 0.4 8 . 1 Vet = 6 .03 23 .32 2 .157 2E 12 .31 13 .25 8 .5 8 . 5 K = 8. 00 73 C=120 2T 24. 61 36 . 92 0. 8 0 . 0 91.28 0.064 0. 00 50. 17 3.2 8 . 5 Vel = 8 .09 A4 91.28 12.5 K = 25.789 --------------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)