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HomeMy WebLinkAboutHydralic Design for Building J - Compass Point Condos - Miscellaneous - 38 COMPASS POINT ROAD 12/19/2016 YIERRIMACl< CONDOS Drawing Date: 2.,li'l Zf 0 ,H d'YDRAULIC DESIGN' INFORMATION SHEEI Job Name* 7 Location'. Drawing Date : Remote Area7Number: I Contractor: P'FP Te hone 5 -481-8242 237 CEDAR HILL ST MARLBOROUGH, MA Designer: C . Calculated k,CAD i www. s,prinkcad. cam 451 N. Cannon Ave ., Lansdale, PA 19,446 Construction : 'WOOD Occupancy:RESIDENTIAL Reviewing Authorities -.NORTH ANDOVER FIRE DEPARTMENT SYSTEM DESIGN Code ;NFPA13R Hazard: RED S stem Type:WET Area of Spr inkler Oper. s,q ftj Sprinkler or Nozzle Density (gpm/sq ft') RES I Make : VIC Area per Sprinkler 340 . 0 sq ftj Model : V27 Hose Allowance Inside 0 gpm K-Factor,, 4 .20 Hose Allowance Outside 100 gpin Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlet,s g9 pm Required: 16,l . 8 psi Required: 77.5 @ Source WATER SUPPLY Water Flow, Test Pump Data Date of Test 7'/1/13 Rated Capacity 0 gym Static Pressure 95l . 0 psi Rated Pressure 0 . 0 plsi Residual Pres, 85 . 0 psi Elevation 0 At a Flow of 1,555 gpm. Ma Elevation it Model : Location : COMPASS POINT'/TURNPIKE Source of Information: T .B. B,LDG. ,/N,.AN'D,O,VE,R F.D. SYSTEM VOLUME 78 Glallons Notes : (I)F Tift MICklAh"i', oM IV U 'll) role'alion IF ........................................ Y F MERRXMACK CONDOS Drawing Date: HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION BAULK FLOW LOSS LENGTH C ID rpm psi TOTALS H dr Ref W Required at Herd ,area I 7 70 1 1�E1 '��1 ButterflyValve Mi p1. t au ' 120 1 , 1 1 . 0 1 2" Thrd Back Flow Valve AMES "C20 CHART LOSS 1 2" T rd 90 Ell -T G1vr 51 0 5 . 5 1 411 x 2" Companion Flange 70 0 . 3 120 4 . 026 2r d o Ell 700 . 0 201 120 . 2 o . 1 Pipe " DIxI801 140 4 .220 70 0. 1 1 " FIncid Gate Valve CSC 11721 " P 21 120 Fixed Flow Outside Hose Allow. 100 rpm Hydr Ref R1 Required at Source 170 77.5 psi Water Source 95 . 0 psi. static, 85 . 0 psi residual 1555 gpm170 gpm .8 psi. SAFETY PRESSURE 7.3 psi Available Pa sure of 94 . 8 psi. Exceeds Required Pressure of 77 .5 psi This is a safety margin of 17 . 3 psi. or 18 of Supply Maximum Water el city is 23 . 4 fps i MERRIMACR CONDOS Drawing Date.- Page 3 FITTING TAME TABLE ABBREV. NAME C Coupling o ' Standard Elbow ' Elbow S Straight Flow T ru 'fee ' Flow Thru Tee Valve LEGEND D REF Hydraulic reference . Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x a Flow added or subtracted t 'dotal. flow DID, Actual .internal diameter of pipe Hazen Williams pipe roughness factor P / t Friction loss per foot of pipe PIPE Length of pipe F N ' S Number of fittings . See table above . . 'DOTAL Total length (PIPE + N I S Pt Total. pressure (psi) at fitting Pe Pressure due to change in elevation where Pe 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf I x 4 . 52 x ( / ^1 . ID 4 . 7 Per Velocity pressure (psi) where Per o . 0112 2/I D Pn Normal pressure (psi) , where Pn Pt - P NOTES : Pressures are balanced to 0 . 01 psi. . Pressures are listed to 0 . 1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . Velocity Pressures are not considered in these Calculations 4 L MERRXYjACK CONDOS Drawing Date Page NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (P I^1h) ) (PSI) (GPM) (GPM) (GPI s .FT) 100 26 . 50 4 . 20 16 . 8 17 . 2 17 . 0 0. 05 101 26 . 50 .2 0 16. 7 17 . 2 17 . 0 0. 05 102 26 . 50 4 .20 19 . 1 18 . 4 17 . 0 0 . 05 103 26 . 50 4 . 20 16 . 4 17 . 0 17 . 0 0 . 05 :. 39 . 3 213 18 . 00 2 + 4 214 18 . 00 22 . 2 215 1. . 00 21. . Al 8 . 50 52 . 5 A2 8 . 50 53 . 3 8 . 00 . 58 . 1 A 8 . 00 i A5 8 . 50 65 . 2 8 . 50 65 . 9 18 . 00 70 . 7 Max velocity of 23 . 40 occurs in the pipe from 21.3 TO 212 MERRIMACK CORDOS Drawing Date. Tyco Fire Products Pacie H D . Qa DIA. FITTING PIPE Pt P REF lido TYPES FTNGIS Pe Pv NOTES POINT" Qt P CAL Pf Pn PATH I FROM HYDRAULIC REFERENCE 103 TO W (PRIMARY PATH) 1.7 . 00 1 . 109 18 . 17 16. 4 16 . 4 K 4 . 20 103 C=150 IT 17 . 83 3 . 7 0 . 0 17 . 00 0 . 049 36 .00 1. . 8 16 . 4 Vel 5 . 70 17 . 19 1 . 109 1 . 97 21 . 8 21. . 8 215 C=1. 0 0 . 00 0 . 0 0 . 0 See PATH 2 :. 34 . 19 0 . 177 1 . 97 0 . 3 21 . 8 Vel 11 . 47 :. 1.7 - 21 1 . 109 6 . 02 22 . 2 . 2 214 C=1 0 0 . 00 0 . 0 0 . 0 See PATH 3 1 . 40 0 . 377 6 . 02 2 . 3 22 .2 Vel 17 . 24 18 . 36 1 . 109 IT 12 . 49 24 . 4 24 . 4 213 C=150 9 . 91 0 . 0 0 . 0 See PATH 4 69 . 76 0 . 663 2 . 40 14 . 8 24 . 4 Ted. 23 . 40 . 400 2E 13 . 71. 39 . 3 3 . 12 C=150 2T 29 . 17 4 . 1 0 . 0 69 . 7 6 0 . 213 42 . 89 9 . 1 39 . 3 Vel = 14 . 68 1 . 602 6. 67 52 . 5 52 . 5 Al C=150 0 . 00 0 . 0 0 . 0 69 . 76 0 . 111 6 . 67 0 . 7 2 . ' e1. - 11 . 21 1. . 682 4E 5 .28 53 . 3 53 . 3 A2 C=120 IT 29 . 70 0 . 2 0 . 0 69 . 76 0 . 132 34 . 98 4 . 6 53 . 3 Vet. 1.0 . 1.7 2 . 157 53 - 55 58 . 1 58 . 1 A3 C=120 0 . 0 0 . 0 0 . 0 69 . 76 0 . 039 53 . 55 2 . 1 58 . 1 Vet, 6. 19 1 . 682 4E 9 . 67 60 . 2 60 . 2 A4 C=120 IT 29 . 70 -0 . 2 0 . 0 69 . 76 0 . 132 39 . 37 5 . 2 60 . 2Vet_ 10 . 1.7 1 . 602 6. 44 65 . 2 65 .2 A5 C=10 0 . 00 0 . 0 0 . 0 69 . 76 0 . 1.11 6 . 44 0 . 7 65 . 2 Te . 11. . 21 1. . 400 2E 12 - 76 6 . 9 6 . 9 A6 C=150 2T 29 . 17 -W4 . 1. 0 . 0 69 . 76 0 . 213 41 - 93 8 . 9 65 . 9 el -= 14 . 68 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Y 4 MERRlYjACK CONDOS Drawing Tyco Fire Products HYD. Qa DI . FITTING PIPE pt pt REF PI 11 TYPES FTNGIS Pe Per NOTES POINT / t TOTAL Pf Pn 69 . 76 70 . 7 K 8 . 30 PATH 2 FROM HYDRAULIC RErEREXCE 101 TO 215 17 . 19 1 . 109 3E 1 . 3 16 . 7 16 . 7 4 .20 101 C=150 11 . 89 3 . 7 0 . 0 17 . 19 0 . 050 27 . 92 1 . 4 . 7 Vel 5 . 76 215 17 . 1.9 21. . 8 3 . 68 PATH 3 FROM HYDRAULIC REFERENCE 100 TO 214 17 . 21 1 . 109 3E 12 - 04 16 . 8 16 . 8 K 4 . 20 0 1.7 . 21 0 . 050 33 . 83 1. . 7 16 . 8 Vel 5 . 77 214 1.7 . 21 22 . 2 K = 3 . 66 R7RIC Ri i1fM -- ■FRNfGtl PATH 4 FROM HYDRAULIC REFERENCE 102 TO 213 �/� 18 . 3 1 . 109 2 11. . 1 1 . 19 . 1 K 4 . 20 102 C==150 1T 17 . 83 3 . 7 0 . 0 18 . 36 0 . 056 29 . 24 1 . 6 1.9 . 1 Vet, . 1 213 1 8 . 3 24 . 4 K -= 3 . 71 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Y L t 1 \1 Y I 1 1 %J%..r L'i 61f�f� &.0 fLV\� �o I i it%J• a L1 .IxJ l L/ � 9 4.+r t I! CO PUS POINT l esid. Pr es: 85.0 psi Sys low: 70 gpm out: 100 gpm NORTH TH ANDOVERNA Flow 1555 gpm Sys+Hose: 170 gpm Remote Area: 1 Date: J1 3 Safety Prs: 17.3 psi Lo : COMPASS P I T1TUR PI d Elv Pres: 3.7 psi 0 t 12 00 --------- -supply 0 100 gpm hose 0 0 0 3.7 psi 100 150 200 250 300 350 400 450 5C MERRIYjACK CONDOS Drawing Da HYDRIATTT.TO DESIGN INFORMATION SHEET Job Name : Location : Drawing Date : RemoIte Area Number: 2 Contractor : PFP Tel-ephone : 508-481-824,21 2317 CE LL ST MARLBOROUGH, MA Designer: C .0, Calculated By : SpxinkCADI www. sp cad.com 451 N. Cannon Ave . Lansdale, PA 19446 Construct ion : 'WOOD I Occupancy :RESIDENTIAL Reviewing Authorities :NORTH I ANDOVER FIRE DEPARTMENT SYSTEM DESIGN Code:NFP,A1,3R Hazard-,LIGHT System Type:WET Area of Sprinkler OIper . sq f j Sprinkler zzle Density (gpIm/sq ft) 0 . 100 �Mak,e : TYCO Area per Sprinkler 320 . 0 sq ftl Model : DS-I Hose Allowance Ins"de 0 gpm. K-Factor,: 5 . 60 Hose Allowance Outside 100 gpm. Temperature Rating: 1,55 CALCULATION SUMMARY' 2 Flowing Outlets gpm, Requ,_re d 1,64.,2 psi Required:I 66. 3, @ Source WATER SUPPLY Water Flow Test Pump Data Date, of Test 7/1/13 Rated Opacity gpm Static Pressure 95 . 0 psi Rated Pressure 0 ., 0 psi Residual Prey 85 . 0 psi Elevation 01 At a Flow of 1555 gym Make: Elevation Oil Model : Location COMPASS POINT/TURNPIKE, Source of Infor,mation: T .B. BL,DG,., /N.ANDO,V,ER F.D. SYSTEM VOLUME, 78 Gallons Notes -, Pj del K I 1111 c01a CHAW. Fill,Pr MERR XM A K CONDOS Drawing HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS Y DESCRIPTION LENGTH C ID 9prn psi TOTALS y r Ref W Required at Hyd area 2 64 59.7 psi. 1 11h" Thrd Butterfly Valve Milwauk 6 ' 120 1 . 610 64 0 . 8 1 2'i Thrd Back Flow Valve AMES "C o CHART LOSS 64 5 . 4 1. 2" Thrd 90 Ell CI C1 v 51 120 2 . 0674 0 . 2 1. 4 x 2" Companion Flange i 120 4 . 026 64 0 . 0 2 4" Flngd 90 Ell 20 ' 120 4 . 026 4 0 . 0 Pipe 4" D1x18 ' 140 4 . 220 64 0 . 0 1 4" Flngd Gate Valve CSC 15721C " P 2 ' 1. 0 4 . 026 64 0 . 0 Fixed Flow Outside Hose Allow. 100 gpm yr Ref R1 Required at Source 14 66.E psi Water Source 9 . 0 psi static, 85 . 0 p i residual 1555 gpm 164 gpm 94. 8 psi :. SAFETY PRESSURE 28. 6 psi Available Pressure of 94 . 8 psi. Exceeds Required Pressure of 66.3 psi. 'hi,s is a safety margin of 28 . 6 psi. or 30 of Supply Maximum Water Velocity is 13 . 5 fps F MERRIMACK CONDOS Drawing Date: Page 3 FITTING NAM TABLE ABBREV. NAME Coupling F o ' Standard Elbow F ' Elbow S Straight Flow T ru Tee T 0 ' Flow Tru Tee V Valve LEGEND D REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) K x - / a Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNGIS Number of fittings . See table above . . TOTAL., Total. Length (PIPE + FT ' S) Pt Total pressure (psi) at f itting e Pressure due to charge in elevation where Pe = 0 . 33 x change in elevation P f Friction loss psi o fitting where Pf = i x 4 . 52 x /C) ^1 . 5 ID^4 . 87 Per Velocity pressure (psi) where Pv = 0 . 001123 x ^ /ID 4 Pn Normal pressure (psi) , where Pry Pt -- Per NOTES : - Pressures are balanced to 0 . 01 psi. . Pressures are listed to 0 . 1 psi . Addition may vary by 0 . 1 psi due to accumulation o round off. : - Calculations conform to NFPA 1.3 . - Velocity Pressures are not considered in these Calculations i MERRIMACK CONDOS Drawing Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY FT GPI �PSI�`�� � (PSI) (GPM) (GPM) P S, .FT 200 8 . 50 5 . 60 33 . 1 32 .2 32 . 0 0 . 10 201 8 . 50 . 0 32 . 32 . 0 2 . 0 . 10 210 . i 211 8 . 50 35 . 1 l 8 . 50 44 . 7 A2 8 . 50 45 . 4 3 8 . 004 . , 4 8 . 00 51 . 3 8 . 50 55 . 6 8 . 50 56. 2 18 - 00 59 . 7 Max velocity of 13 . 52 occurs in the pipe from W To t MERRIMACK CONDOS Drawing Tyco Fire Products Page 5 HY . Qa DIA. FITTING PIPE pt pt RED' ITC11TYPES FTNGIS Pe Pv NOTES POINT P ft TOTAL Pf P PATH I FROM HYDRAULIC REFERENCE 201 TO W (PRIMARYPATH) 3 . 00 1 . 049 1T 2 . 83 32 . 7 32 . 7 K = 5 . 60 01 C=120 5 . 00 0 . 0 0 . 0 32 . 00 0 . 31.0 7 . 83 2 . 4 32 . 7 Vel - 12 . 0 211 C_..._150 0 . 00 0 . 0 3 . 00 0 . 050 9. 96 0 . 5 35 . 1 Vel 6. 73 32 . 23 1 . 400 IE 25 . 67 35 . 6 35 . 6 210 C=1 0 2T 24 .31 0 . 0 0 . 0 See PATH 2 64 . 23 0 . 183 49 - 98 9 . 1 35 . 6 fie . = 13 . 52 1 , 602 6 . 67 44 . 7 44 . 7 Al C=150 0 . 00 0 . 0 0 . 0 64 . 23 0 . 095 6. 67 0 . 6 44 . 7 Vel = 10 . 32 1 . 682 4E 5 .28 45 . 4 5 . 4 7 2 C=120 1T 29 . 70 0 . 2 0 . 0 64 . 23 0 . 113 34 . 98 4 . 0 45 . 4 ' el = 9 . 36 2 . 157 53 . 55 49 . 5 49 . 5 3 C=10 0 . 00 0 . 0 0 . 0 64 . 23 0 . 034 53 . 55 1 . 8 49 . 5 Vel = 5 . 69 1 . 682 4E 9 . 67 51 . 3 51. . 3 4 C=1 0 IT 29 . 70 -0 . 2 0 . 0 64 . 23 0 . 113 39 . 37 4 . 5 51 . 3 Vet = 9 . 36 1 . 602 6 . 44 55 . 6 55 . 6 A5 C=150 0 . 00 0 . 0 0 . 0 64 . 23 0 . 095 6 . 44 0 . 6 55 . 6 Vel 10 . 32 1 . 400 2E 12 . 76 56 . 2 56 . 6 C=150 2T 29 . 17 - . 1 0 . 0 64 .23 0 . 183 41 . 3 7 . 7 56 . 2 Vel = 13 . 52 64 . 23 59 . 7 K 8 . 31 PATH 2 FROM HYDRAULIC REFERENCE 200 TO 210 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW GPM) PRESSUR S MERRXMACK CONDOS Drawing TYCo Fire Products Page 6 H D . Qa DI A. FITTING FIFE pt pt RED' l,Cil TYPES 'T E S pe Pv NOTES PATH 2 FROM HYDRAULIC REFERENCE 200 TO 210 CONTINUED 32 .23 1 . 049 IT 2 . 83 33 . 1 33 . 1 K - 5 . 60 200 C=12 . 32 . 23 0 . 315 7 . 3 2 . 5 33 . 1 Vet = 12 - 08 210 32 . 23 35 . 6 K 5 . 40 UNITS DIAMETER INC LENGTH T (FOOT) FLOW l PRESSURE (PSI) 7 ............................ ............................... .. ............................... V I L_i 1 t 1 1 3 V L 0 1 1 1..I L Id L✓ l..+L v � L%A U%d 1 L%WP%.?I *1 r W 'j 1 [ {1.r %J%A 1 CORPUS POINT l esi . Pres: 85.0 psi Sys low: 04 gprn Out: 100 gp NORTH ANDOVERNA Flow-, 1555 gpm Sy +H se: 164 gpr Remote ote Area; 2 Date: ' 113 Safety Pres: 28.6 psi Loo: COMPASS POINT/TURNPIKE Hd EIv Pres: -4.1 psi 140 120 1 Supply 10 gpm Dose 4 20 100 150 200 250 300 350 400 450 PLATINUM FIRE PROTECTION, INC. LETTER OF TRANSMITTAL 87 Cedar Hill Street f1 ARLB R , MASSACH SETTS 81782 Date: 12/19/161 Job� ATT f: FIDE PREVENTION PH - 8- 8 -8 4 FAX- 8- 81-889 FEE; MERRIMACK CONDOS TO: 795 CHICKERI G ROAD BUILDING If tf NORTH AND ER, MA 978- 88-99 WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Plans El samples ❑ specifications ❑Copy of letter ❑Change order ❑ Copies Date No. Description 8 STAVED PLANS 8 STAMPED CALLS THESE ARE TRANSMITTED as check below: ❑ For approval ❑Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑Approved as noted ❑ Submit copies for distribution ElAs requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment Ej FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO U REMARKS: DOPY TO SIGNED: LEON S. BUSHNELL Commonwealth of Massachusetts =. Depart M- ent of Public Safety License: SC-146505 Sprinkler Contractor 7F . 6 DU N NY C OV E RD -rf ` Y .�� Expiration; Commissioner07/2212018, Commonwealth of Massachusetts DeparWnent of Public Safety SprinklerLicense: SC-146505 Expiration: