32mainst fire protect
32 Main St fire Protection 6-24-16.pdf C:\Users\Jim\Documents\project folders\32 Main St-Northampton 3-16-16\plans\5-4-16 cad files\fire protection submit 6-7-16 Mode
32 Main St Hydraulic Calculations 6-24-16.pdf SprinkCAD
Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Multi-Use Tenant Renovation Location:
32 Main St Northampton, MA. Drawing Date: 5/24/16 Remote Area Number: 1 Contractor: Warehouse Mechanical Contractors, Inc. Telephone:413-536-9222
342 Britton St Chicopee, MA. 01020 Designer: JL Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave.
Lansdale, PA 19446 Construction: Occupancy:Light Hazard Reviewing Authorities: __________________________________________________________________________
SYSTEM DESIGN __________________________________________________________________________ Code:NFPA 13 Hazard:Light System Type:WET ___________________________________
_______________________________________ Area of Sprinkler Oper. 900 sq ft| Sprinkler or Nozzle Density (gpm/sq ft) 0.100 | Make: Tyco Area per Sprinkler
157.0 sq ft| Model: TY-FRB Hose Allowance Inside 0 gpm | K-Factor: 5.60 Hose Allowance Outside 100 gpm | Temperature Rating: 155 _________________________________________
_________________________________ CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 376.9 psi Required: 105.6 @ City Supply ________________________________________________________________
__________ WATER SUPPLY __________________________________________________________________________ Water Flow Test | Pump Data | Date of Test 7/13 | Rated
Capacity 0 gpm | Static Pressure 128.0 psi | Rated Pressure 0.0 psi | Residual Pres 110.0 psi | Elevation 0 | At a Flow of 1480 gpm | Make: |
Elevation 0" | Model: | __________________________________________________________________________ Location: Available at point of connection
Source of Information: Northampton Water Department __________________________________________________________________________ SYSTEM VOLUME 106 Gallons _____________________________________________
_____________________________ Notes: Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39 HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area
1 277 100.2 psi 1 4" Grvd 90 Ell 10' 120 4.026 277 0.2 1 Pipe 4" 10x21 17' 120 4.260 277 0.3 1 4" Grvd
Check Valve Tyco CV-1FR CHART LOSS 277 0.6 Elevation Change 1'0" 0.4 Fixed Flow Inside Hose Stream
0 gpm ______ Total Loss for Riser 1.6 psi
______ Hydr Ref R1 Required at Base of Riser 277 101.8 psi 1 4" Grvd Back Flow Valve Wilkins 3 CHART LOSS
277 3.3 1 Pipe 6" DIx18 America DI 350 200' 140 6.338 277 0.4 Fixed Flow Outside Hose Stream 100 gpm
______ Total Loss for Underground 3.7 psi
______ Hydr Ref R2 Required at City Supply 377 105.6 psi Water Source128.0 psi static,110.0 psi residual @ 1480 gpm 377 gpm 126.6 psi
======= SAFETY PRESSURE 21.0 psi Available Pressure of 126.6 psi Exceeds
Required Pressure of 105.6 psi This is a safety margin of 21.0 psi or 17 % of Supply Maximum Water Velocity is 21.1 fps Multi-Use Tenant Renovation Drawing Date:5/24/16
6/24/16 15:39 Page 3 FITTING NAME TABLE ABBREV. NAME
C Coupling E 90' Standard Elbow F 45' Elbow S Straight
Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying
flow diagram. __ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa 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 FTNG'S Number of fittings. See table above. TOTAL Total
length (PIPE + FTNG'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 = l x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal
pressure (psi), where Pn = Pt - Pv 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 Multi-Use Tenant Renovation Drawing Date:5/24/16
6/24/16 15:39 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^½)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 41.50
5.60 8.6 16.4 14.8 0.26 2 41.50 5.60 9.1 16.9 15.7 0.11 3 41.50 5.60 7.0 14.8
14.8 0.27 4 41.50 5.60 7.6 15.4 14.8 1.29 5 41.50 5.60 9.3 17.1 14.8 0.12 6
41.50 5.60 13.0 20.2 14.8 0.84 7 41.50 5.60 14.6 21.4 14.8 0.34 8 41.50 5.60
14.9 21.6 14.8 0.26 9 41.50 5.60 17.7 23.6 14.8 2.95 10 41.50 5.60 17.6 23.5 14.8
0.28 11 41.50 5.60 24.0 27.4 14.8 0.46 12 41.50 5.60 24.5 27.7 14.8 0.23 13 41.58
5.60 30.3 30.8 14.8 0.26 30 41.50 25.3 31 41.50 18.6 32 41.50
15.8 33 41.00 11.0 34 41.50 10.2 A1 40.75
40.9 A2 11.50 89.4 C1 41.50 25.8 C2 40.75 33.0 C3
40.75 37.5 W 1.00 100.2 Max velocity of 21.09 occurs in the pipe from C1 TO 30 Multi-Use Tenant Renovation
Drawing Date:5/24/16 6/24/16 15:39 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt
Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY
PATH) 14.82 1.049 7.98 7.0 7.0 K = 5.60 3 C=120 0.00 0.0 0.0 14.82 0.075 7.98 0.6
7.0 Vel = 5.55 15.43 1.049 1T 4.13 7.6 7.6 K = 5.60 4 C=120 5.00 0.0 0.0 30.25 0.280
9.13 2.6 7.6 Vel = 11.34 33.34 2.067 2E 5.49 10.2 10.2 34 C=120 10.00 0.2 0.0 See PATH 2 63.59 0.041
15.49 0.6 10.2 Vel = 6.14 17.10 2.067 3E 10.52 11.0 11.0 33 C=120 1T 25.00 -0.2 0.0 See PATH 3
80.68 0.063 35.52 2.2 11.0 Vel = 7.79 20.21 2.067 1E 1.83 13.0 13.0 K = 5.60 6 C=120 1T 15.00 0.0
0.0 100.89 0.096 16.83 1.6 13.0 Vel = 9.74 21.42 2.067 1E 3.53 14.6 14.6 K = 5.60 7 C=120
5.00 0.0 0.0 122.32 0.136 8.53 1.2 14.6 Vel = 11.81 21.62 2.067 10.48 15.8 15.8 32 C=120
0.00 0.0 0.0 See PATH 4 143.94 0.184 10.48 1.9 15.8 Vel = 13.90 23.58 2.067 3.52 17.7 17.7 K = 5.60 9
C=120 0.00 0.0 0.0 167.52 0.244 3.52 0.9 17.7 Vel = 16.17 23.46 2.067 1E 6.47 18.6 18.6 31
C=120 1T 15.00 0.0 0.0 See PATH 5 190.98 0.311 21.47 6.7 18.6 Vel = 18.44 27.42 2.067 1.31 25.3
25.3 30 C=120 0.00 0.0 0.0 See PATH 6 218.40 0.399 1.31 0.5 25.3 Vel = 21.09 27.71 2.635 2E
11.95 25.8 25.8 C1 C=120 1T 32.95 0.3 0.0 See PATH 7 246.11 0.152 44.90 6.8 25.8 Vel = 14.62 UNITS - DIAMETER (INCH)
LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39 Tyco Fire Products
Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft
TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) 30.80 2.635 1T 7.38 33.0 33.0 C2 C=120 16.47
0.0 0.0 See PATH 8 276.91 0.190 23.85 4.5 33.0 Vel = 16.45 2.635 1T 1.40 37.5 37.5 C3 C=120
16.47 0.0 0.0 276.91 0.190 17.87 3.4 37.5 Vel = 16.45 2.635 9E 65.73 40.9 40.9 A1 C=120
3T 123.56 12.7 0.0 276.91 0.190 189.29 35.9 40.9 Vel = 16.45 3.260 3E 64.01 89.4 89.4 A2 C=120
28.22 4.5 0.0 276.91 0.067 92.24 6.2 89.4 Vel = 10.75 W 276.91 100.2 K = 27.66 PATH 2 FROM
HYDRAULIC REFERENCE 1 TO 34 16.41 1.049 1E 4.15 8.6 8.6 K = 5.60 1 C=120 2.00 0.0 0.0 16.41 0.090
6.15 0.6 8.6 Vel = 6.15 16.93 1.049 3.02 9.1 9.1 K = 5.60 2 C=120 0.00 0.0 0.0 33.34
0.335 3.02 1.0 9.1 Vel = 12.50 34 33.34 10.2 K = 10.46 PATH 3 FROM HYDRAULIC REFERENCE 5 TO 33 17.10
1.049 2E 5.99 9.3 9.3 K = 5.60 5 C=120 1T 9.00 0.2 0.0 17.10 0.097 14.99 1.5 9.3 Vel = 6.41 UNITS
- DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39
Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn 33 17.10 11.0 K = 5.16 PATH 4 FROM HYDRAULIC REFERENCE 8 TO 32 21.62
1.049 1T 0.90 14.9 14.9 K = 5.60 8 C=120 5.00 0.0 0.0 21.62 0.150 5.90 0.9 14.9 Vel = 8.11
32 21.62 15.8 K = 5.44 PATH 5 FROM HYDRAULIC REFERENCE 10 TO 31 23.46 1.049 1T 0.90 17.6 17.6 K = 5.60
10 C=120 5.00 0.0 0.0 23.46 0.175 5.90 1.0 17.6 Vel = 8.80 31 23.46 18.6
K = 5.44 PATH 6 FROM HYDRAULIC REFERENCE 11 TO 30 27.42 1.049 1T 0.50 24.0 24.0 K = 5.60 11 C=120 5.00 0.0 0.0
27.42 0.233 5.50 1.3 24.0 Vel = 10.28 30 27.42 25.3 K = 5.46 PATH 7 FROM HYDRAULIC REFERENCE 12 TO C1
27.71 1.049 1T 0.50 24.5 24.5 K = 5.60 12 C=120 5.00 0.0 0.0 27.71 0.238 5.50 1.3 24.5
Vel = 10.39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39
Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv
******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn C1 27.71 25.8 K = 5.46 PATH 8 FROM HYDRAULIC REFERENCE
13 TO C2 30.80 1.049 1E 1.08 30.3 30.3 K = 5.60 13 C=120 1T 7.00 0.4 0.0 30.80 0.289 8.08 2.3
30.3 Vel = 11.55 C2 30.80 33.0 K = 5.37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Flow (gpm)
I S P 20 40 60 80 100 120 140 100150200250300350400450500 Job Multi-Use Tenant Renovation 32 Main St Northampton, MA. Remote Area: 1 Water Static Pres: Resid. Pres: Flow: Date:
7/13 Loc: Available at point of con 128.0 110.0 1480 psi psi gpm Required Pressure: Sys Flow: Sys+Hose: Safety Pres: Hd Elv Pres: 105.6 277 377 21.0 17.5 psi gpm gpm psi psi Hose
Allowance In: Out: 0 100 gpm gpm Supply 17.5 psi 100 gpm hose Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 HYDRAULIC DESIGN INFORMATION
SHEET Job Name: Multi-Use Tenant Renovation Location: 32 Main St Northampton, MA. Drawing Date: 5/24/16 Remote Area Number: 2 Contractor:
Warehouse Mechanical Contractors, Inc. Telephone:413-536-9222 342 Britton St Chicopee, MA. 01020 Designer: JL Calculated By:SprinkCAD
www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy:Ord Haz 2 Reviewing Authorities: _______________________
___________________________________________________ SYSTEM DESIGN __________________________________________________________________________ Code:NFPA 13 Hazard:Ord Haz
2 System Type:WET __________________________________________________________________________ Area of Sprinkler Oper. 945 sq ft| Sprinkler or Nozzle Density
(gpm/sq ft) 0.200 | Make: Tyco Area per Sprinkler 120.0 sq ft| Model: TY-FRB Hose Allowance Inside 0 gpm | K-Factor: 5.60 Hose Allowance Outside
250 gpm | Temperature Rating: 155 __________________________________________________________________________ CALCULATION SUMMARY 10 Flowing Outlets gpm Required: 519.5
psi Required: 64.1 @ City Supply __________________________________________________________________________ WATER SUPPLY __________________________________________________________________________
Water Flow Test | Pump Data | Date of Test 7/13 | Rated Capacity 0 gpm | Static Pressure 128.0 psi | Rated Pressure 0.0 psi | Residual Pres 110.0
psi | Elevation 0 | At a Flow of 1480 gpm | Make: | Elevation 0" | Model: | __________________________________________________________
________________ Location: Available at point of connection Source of Information: Northampton Water Department __________________________________________________________________________
SYSTEM VOLUME 106 Gallons __________________________________________________________________________ Notes: Multi-Use Tenant Renovation Drawing Date:5/24/16
6/24/16 13:37 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C
ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 270 58.9 psi 1 4" Grvd 90 Ell 10' 120 4.026 270 0.2 1 Pipe
4" 10x21 17' 120 4.260 270 0.3 1 4" Grvd Check Valve Tyco CV-1FR CHART LOSS 270 0.6 Elevation Change 1'0"
0.4 Fixed Flow Inside Hose Stream 0 gpm ______ Total
Loss for Riser 1.6 psi ______ Hydr Ref R1 Required at Base of Riser
270 60.5 psi 1 4" Grvd Back Flow Valve Wilkins 3 CHART LOSS 270 3.3 1 Pipe 6" DIx18 America DI 350 200' 140 6.338 270 0.4
Fixed Flow Outside Hose Allow. 250 gpm ______ Total Loss for Underground
3.7 psi ______ Hydr Ref R2 Required at City Supply 520 64.1 psi Water Source128.0
psi static,110.0 psi residual @ 1480 gpm 520 gpm 125.4 psi ======= SAFETY PRESSURE
61.3 psi Available Pressure of 125.4 psi Exceeds Required Pressure of 64.1 psi This is a safety margin of 61.3 psi or 49 % of Supply Maximum Water Velocity
is 23.9 fps Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 Page 3
FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow
F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve
LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. __ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa
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 FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'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 = l x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity
pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv 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 Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 Page 4 NODE
ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^½))
(PSI) (GPM) (GPM) (GPM/SQ.FT) 14 11.50 19.9 14S 12.00 5.60 19.3 24.6 24.0 0.20 15
11.50 21.8 15S 12.00 5.60 20.5 25.4 24.0 0.21 16 11.50 23.7 16S
12.00 5.60 22.3 26.4 24.0 0.22 17 11.50 27.8 17S 12.00 5.60 26.2 28.7
24.0 0.24 18 11.50 33.1 18S 12.00 5.60 31.2 31.3 24.0 0.26 19 11.50
19.0 19S 12.00 5.60 18.4 24.0 24.0 0.20 20 11.50 20.9 20S 12.00 5.60
19.6 24.8 24.0 0.21 21 11.50 22.6 21S 12.00 5.60 21.3 25.8 24.0 0.22 22
11.50 26.6 22S 12.00 5.60 25.0 28.0 24.0 0.23 23 11.50 31.6 23S
12.00 5.60 29.8 30.6 24.0 0.25 A2 11.50 48.4 B1 11.50 32.6 B2
11.50 34.1 W 1.00 58.9 Max velocity of 23.90 occurs in the pipe from B2 TO A2 Nodes with "S" indicate
a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37
Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe
Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 19 TO W (PRIMARY PATH) 24.00 1.049 1E 0.50
18.4 18.4 K = 5.60 19S C=120 2.00 0.2 0.0 24.00 0.182 2.50 0.5 18.4 Vel = 9.00 1.049
10.00 19.0 19.0 EqK = 5.50 19 C=120 0.00 0.0 0.0 24.00 0.182 10.00 1.8 19.0 Vel = 9.00
24.78 1.380 10.00 20.9 20.9 EqK = 5.43 20 C=120 0.00 0.0 0.0 48.78 0.178 10.00 1.8 20.9 Vel = 10.57
25.83 1.380 10.00 22.6 22.6 EqK = 5.43 21 C=120 0.00 0.0 0.0 74.61 0.391 10.00 3.9 22.6
Vel = 16.16 28.00 1.380 1T 2.64 26.6 26.6 EqK = 5.43 22 C=120 6.00 0.0 0.0 102.62 0.705 8.64
6.1 26.6 Vel = 22.23 30.60 2.157 11.58 32.6 32.6 B1 C=120 0.00 0.0 0.0 See PATH 3 133.21 0.130
11.58 1.5 32.6 Vel = 11.81 136.33 2.157 1E 11.36 34.1 34.1 B2 C=120 1T 18.46 0.0 0.0 See PATH 4 AND 2
269.54 0.478 29.82 14.3 34.1 Vel = 23.90 3.260 3E 64.01 48.4 48.4 A2 C=120 28.22 4.5 0.0
269.54 0.064 92.24 5.9 48.4 Vel = 10.46 W 269.54 58.9 K = 35.13 UNITS - DIAMETER (INCH) LENGTH (FOOT)
FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 Tyco Fire Products
Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL
Pf Pn 24.78 1.049 1T 0.50 19.6 19.6 K = 5.60 20S C=120 5.00 0.2 0.0 24.78 0.193 5.50
1.1 19.6 Vel = 9.29 20 24.78 20.9 K = 5.43 25.83 1.049 1T 0.50 21.3 21.3 K = 5.60 21S
C=120 5.00 0.2 0.0 25.83 0.209 5.50 1.1 21.3 Vel = 9.68 21 25.83 22.6 K = 5.43
28.00 1.049 1T 0.50 25.0 25.0 K = 5.60 22S C=120 5.00 0.2 0.0 28.00 0.243 5.50 1.3 25.0
Vel = 10.50 22 28.00 26.6 K = 5.43 PATH 2 FROM HYDRAULIC REFERENCE 14 TO B2 24.57 1.049 1E 0.50 19.3 19.3
K = 5.60 14S C=120 2.00 0.2 0.0 24.57 0.190 2.50 0.5 19.3 Vel = 9.21 1.049 10.00
19.9 19.9 EqK = 5.50 14 C=120 0.00 0.0 0.0 24.57 0.190 10.00 1.9 19.9 Vel = 9.21 25.37 1.380
10.00 21.8 21.8 EqK = 5.43 15 C=120 0.00 0.0 0.0 49.94 0.186 10.00 1.9 21.8 Vel = 10.82 26.44
1.380 10.00 23.7 23.7 EqK = 5.43 16 C=120 0.00 0.0 0.0 76.38 0.408 10.00 4.1 23.7 Vel = 16.54
28.65 1.380 1T 2.64 27.8 27.8 EqK = 5.44 17 C=120 6.00 0.0 0.0 105.03 0.736 8.64 6.4 27.8
Vel = 22.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37
Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv
******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn B2 105.03 34.1 K = 17.97 25.37 1.049 1T
0.50 20.5 20.5 K = 5.60 15S C=120 5.00 0.2 0.0 25.37 0.202 5.50 1.1 20.5 Vel = 9.51 15 25.37
21.8 K = 5.43 26.44 1.049 1T 0.50 22.3 22.3 K = 5.60 16S C=120 5.00 0.2 0.0
26.44 0.218 5.50 1.2 22.3 Vel = 9.91 16 26.44 23.7 K = 5.43 28.65 1.049 1T 0.50
26.2 26.2 K = 5.60 17S C=120 5.00 0.2 0.0 28.65 0.253 5.50 1.4 26.2 Vel = 10.74 17 28.65
27.8 K = 5.44 PATH 3 FROM HYDRAULIC REFERENCE 23 TO B1 30.60 1.049 1T 0.50 29.8 29.8 K = 5.60 23S C=120
5.00 0.2 0.0 30.60 0.286 5.50 1.6 29.8 Vel = 11.47 1.380 1T 7.36 31.6 31.6 EqK = 5.44 23
C=120 6.00 0.0 0.0 30.60 0.075 13.36 1.0 31.6 Vel = 6.63 B1 30.60 32.6 K = 5.36
PATH 4 FROM HYDRAULIC REFERENCE 18 TO B2 31.30 1.049 1T 0.50 31.2 31.2 K = 5.60 18S C=120 5.00 0.2 0.0 31.30
0.298 5.50 1.6 31.2 Vel = 11.73 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16
6/24/16 13:37 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF
"C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 18 TO B2 CONTINUED
1.380 1T 7.36 33.1 33.1 EqK = 5.44 18 C=120 6.00 0.0 0.0 31.30 0.078 13.36 1.0 33.1 Vel = 6.78
B2 31.30 34.1 K = 5.36 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Flow (gpm) I S P 20 40 60 80 100
120 140 150225300375450525600675750 Job Multi-Use Tenant Renovation 32 Main St Northampton, MA. Remote Area: 2 Water Static Pres: Resid. Pres: Flow: Date: 7/13 Loc: Available
at point of con 128.0 110.0 1480 psi psi gpm Required Pressure: Sys Flow: Sys+Hose: Safety Pres: Hd Elv Pres: 64.1 270 520 61.3 4.8 psi gpm gpm psi psi Hose Allowance In: Out: 0 250
gpm gpm Supply 4.8 psi 250 gpm hose
32 Main St Fire Protection Narrative 6-27-16.pdf Microsoft Word - Narrative Cover Sheet
W WA AR RE EH HO OU US SE E M ME EC CH HA AN NI IC CA AL L C CO ON NT TR RA AC CT TO OR RS S, , I IN NC C. . A A c ce er rt ti if fi ie ed d S Se er rv vi ic
ce e D Di is sa ab bl le ed d V Ve et te er ra an n O Ow wn ne ed d S Sm ma al ll l B Bu us si in ne es ss s Sprinkler Contractors and Designers
Established 1980 Fire Sprinkler portion of Narrative Report 32 Main St. Renovation 32 Main St. Northampton, MA. By Warehouse
Mechanical Contractors, Inc. MA. Sprinkler Contractors License SC 2254 Expires 11/23/2017 413-536-9222 Phone 413-535-2486 Fax June 27, 2016 342 Britton Street
− Chicopee, MA. 01020 Tel. (413) 536−9222 FAX (413) 535−2486 MA. Lic. 2254 & RI. 329 FIRE PROTECTION SYSTEMS
NARATIVE REPORT BASIS (METHODOLOGY) OF DESIGN Section 1 – Building Description a. Building "Use Group Mixed Use: B- Business (Basement & First Floor) and R-2 Residential (Second-Fourth
Floor) b. Type(s) of occupancies (hazards within the building): Office/Retail and Residential Apartments c. Four stories above grade high point of building roof is 37'-0" d. One story
below grade e. Basement- 1,592SF, First Floor-1,646 SF, Second-Fourth Floor- 1,674 SF, Total 8,260 SF. f. Storage: In accordance with NFPA-13 for miscellaneous
storage under 12'-0" in height The highest sprinkler flow requirement is .20 GPM over the most remote 945 square feet which requires 269.5 GPM@ 63.7 PSI at the base of the riser
and 519.5 GPM@64.1 PSI at the connection to the city main Water flow test is 128 PSI Static, 110 PSI Residual with 1,480 GPM flowing Section 2 – Applicable Laws, Regulations and Standards
a. 780 CMR code sections "Fire Protection System Requirements" 903.2.0 Fire Suppression Systems 903.4.2 Requires audio visual alarm devices 903.4.1 Monitoring b. NFPA Standards and
Editions used for the design of each specific fire protection system, NFPA 13, 2007; NFPA 72, 2007; NFPA 24, 2007 Section 3 –Design Responsibility for the Fire Protection Systems
Warehouse Mechanical Contractors, Inc. develops a full system layout, design criteria and calculations and certifies the system installation for code compliance at completion.
Section 4 –Fire Protection Systems to be installed a. Water supply will be taken from a new 6" water service that is connected to the city main in Main St. b. Sprinkler systems and
components- Wet Sprinkler system c. Fire alarm systems and components- audio and visual appliances installed throughout in accordance with NFPA 72. d. Manual suppression systems are
not required e. Seismic bracing is not required per the Massachusetts Building Code f. Stortz fire department connection provided in accordance with the Northampton Fire Department
All of the above items are required by regulations (780 CMR) all systems are new 901.2.1(1.a.ii) Sequence of Operation Section 1 Wet sprinkler system: System operates automatically
upon the fusing of a single fire sprinkler. Operational Sequence: a. Wet system operates automatically on water flow from a single sprinkler. Closed contacts on the flow switch will
provide alarm contact for the fire control panel and activate the local audible visual panels. 901.2.1(1.a.iii) Testing Criteria Section 1- Testing Criteria in accordance with
NFPA 13 System piping: 1. Hydrostatically test wet system piping at a pressure of 200 psi for two hours without a loss of pressure 2. Conduct a full forward flow test of the backflow
preventer at a rate of 269.5GPM 3. A 2" main drain test shall be conducted. Record static and residual pressures on the test certificates 4. Conduct system operational and alarm test
on the system from the inspector's test connection in accordance with NFPA 13 5. Central station must receive the alarm and trouble signals Warehouse Mechanical is in charge of setting
up and conducting the testing. Warehouse Mechanical will provide test certificates Section 2- Equipment and Tools a. Manufacturer's instructions b. Approved narrative report, sequence
of operations section c. Flow measuring devices- pitot tube for backflow preventer full forward flow test d. Gauges- main riser for 2" drain and hydrostatic testing e. Fire hose is
required to direct backflow flushing Section 3- Approval Requirements a. Certification from Warehouse Mechanical Contractor's, Inc. stating that the fire protection sprinkler system
has been installed in accordance with the approved fire protection construction documents and that he has reviewed the as-built drawings for conformance to 780 CMR 901.7.4 and has identified
deviations if any, from the approved fire protection construction documents. b. Confirmation by the building owner/developer or authorized representative that they have received the
as-built sprinkler system shop drawings from the installing contractor c. Material Test, Performance and Completion Certificates, properly executed by the installing contractor
in accordance with the applicable NFPA Standards. d. Satisfactory functional test of all fire protection systems witnessed by the Building official and the head of the fire department
or their designees.