fwlot228ridgeviewdr
HFP 28 Ridgeview Lot 2.pdf Layout1-2436
GENERAL NOTES: 1. SYSTEM INSTALLATION TO CONFORM TO NFPA-13D, 2013 EDITION. 2. OWNER IS REQUIRED TO PROVIDE HEAT THROUGHOUT THE ENTIRE BUILDING TO MAINTAIN $0,1,0807(03(5$785(2))$+5(1+(,7)25
$//$5($63527(&7(':,7+$:(7 PIPE SPRINKLER SYSTEM. THE SYSTEM IS TO BE MAINTAINED BY THE OWNER AS REQUIRED BY NFPA-25. 3. BRANCHLINE PIPING: 3.1. EXPOSED WET SYSTEM BRANCHLINE PIPING
1 12" AND SMALLER SHALL BE BLACK SCHEDULE 40 PIPE WITH THREADED CAST IRON FITTINGS OR BLACK SCHEDULE 10 PIPE WITH WELDED OUTLETS & GROOVED FITTINGS. 3.2. WET SYSTEM BRANCHLINE PIPING
1 1/4"& SMALLER, ARMOVERS, AND DROPS/SPRIGS TO NEW SPRINKLERS TO BE CPVC PIPING WITH CPVC FITTINGS AND APPROVED SOLVENT CEMENT. 4. PIPING TO BE SUPPORTED AS REQUIRED BY NFPA-13D. HANGERS
ARE TO BE FIELD LOCATED TO BEST SUPPORT THE PIPE. 5. STRUCTURAL LOAD BEARING ANALYSIS OF THE FIRE SPRINKLER SYSTEM AND IT'S RELATED COMPONENTS HAVE NOT BEEN INCLUDED AS PART OF THIS
CONTRACT. 6. WORK IS LIMITED TO SPRINKLER SCOPE INDICATED ON THIS DRAWING. 7. SMALL ROOM RULE IN USE WHERE APPLICABLE. 8. OWNER TO MAINTAIN 18" OF CLEARANCE FROM SPRINKLER DEFLECTOR
TO TOP OF PENDENT LIGHT FIXTURES & STORAGE. 9. DENOTES HYDRAULIC REFERENCE POINTS. 10. PER MASSACHUSETTS GENERAL LAW CHAPTER 112 SECTION 81R STAMPED FIRE SPRINKLER SHOP DRAWINGS
ARE NOT REQUIRED SYSTEM NOTES: 1. BUILDING CONSTRUCTION: COMBUSTIBLE WOOD FRAME RESIDENTIAL HOME 2. OCCUPANCY: ONE OR TWO FAMILY DWELLING 3. DENSITY/AREA: .05 DENSITY/ 2 RESIDENTIAL
SPRINKLER HEADS PER MANUFACTURER REQUIREMENTS. 4. SPRINKLER OMISSIONS PER NFPA 13D SECTION 8.3.2: 4.1. BATHROOMS 55 SQ. FT. OR LESS. 4.2. CLOSETS NOT EXCEEDING 24 SQ. FT, SHORTEST DIMENSION
DOES NOT EXCEED 3 FT. WALLS & CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE MATERIALS DEFINED IN NFPA 220. 4.3. GARAGES, CARPORTS, & OPEN ATTACHED PORCHES 4.4. ATTICS WITH
OR WITHOUT STORAGE, PENTHOUSE EQUIPMENT ROOMS, CRAWL SPACES, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES. SPRINKLER NOTES: 1.
F1 RES 49 & RFC49 RESIDENTIAL SPRINKLER SPACING TO BE 16 FEET BETWEEN SPRINKLERS MAX. 8'-0" OFF WALLS MAX. AND 8'-0" MINIMUM BETWEEN SPRINKLERS. 550 GAL. SPRINKLER SUPPLY WATER TANK
PUMP 3'-4" 8'-5" 1 BASEMENT FLOOR PLAN SCALE: 3/16" = 1'-0" BEDROOM # 2 BEDROOM # 3 KITCHEN PANTRY BREAKFAST MASTER BEDROOM CLOSET CL BATHROOM COAT ROOM LAUNDRY DINING FOYER BATHROOM
LIVING ROOM GARAGE CL CL 20.04 GPM at -36.77 PSI TWO HEAD CALCULATION 2 Sprinklers Operating Density .05 GPM Over Two Sprinklers Total Demand at Fire Pump Discharge ALL PIPE TO BE INSTALLED
ABOVE BOTTOM CORD OF ROOF JOIST w/ INSULATION & CHICKEN WIRE BY OTHERS TO PROTECT PIPING FROM FREEZING (SEE DETAIL) 1 FIRST FLOOR PLAN SCALE: 3/16" = 1'-0" DETAIL OF INSULATION NOT
TO SCALE INSULATION BY OTHERS WIRE MESH BY OTHERS 2 x FRAMING BY OTHERS SPRINKLER PIPING SYM CNT MFG SIN STYLE RESPONSE K ORIF NPT HEAD TEMP COVER TEMP ESCUTCH GUARD FINISH NOTES SPRINKLER
LEGEND FOR BOTH FLOORS 17 RELIABLE R3516 PENDENT FR 4.9 7/16 1/2 CHROME MODEL F1 RES 49 19 RELIABLE RA0616 PENDENT FR 4.9 7/16 1/2 CONCEALED WHITE MODEL RFC49 HANGER #1 SEE
NOTE # 10
Calcs.pdf Document
Hampshire Fire Protection LLC 507 Southampton Rd Westfield, MA 413 642-3287 Job Name : HFP Lot 5 FP Building : FP1 Location : Northampton, MA System : 1 Contract : 0350CMA Data File
: HFP Lot 2 FP Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Hampshire Fire Protection LLC Page 1 HFP Lot 5 FP Date HYDRAULIC CALCULATIONS for Project name:
28 Ridgeview Lot 2 Location: Northampton, MA Drawing no: FP1 Date: 12/13/2017 Design Remote area number: 1 Remote area location: Breakfast/ Living Room Occupancy classification: Light
Hazard Density: .05 - Gpm/SqFt Area of application: 2 Head - SqFt Coverage per sprinkler: 122 - SqFt Type of sprinklers calculated: Reliable Residential Pendent No. of sprinklers calculated:
2 In-rack demand: - GPM Hose streams: 0 - GPM Total water required (including hose streams): 20.04 - GPM @ -36.77 - Psi Type of system: Wet Volume of dry or preaction system: - Gal
Water supply information Date: Location: Source: Name of contractor: Hampshire Fire Protection Address: 507 Southampton Rd Westfield, MA 01085 Phone number: Your Phone Name of designer:
SAS Authority having jurisdiction: Northampton Bldg & Fire Dept Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Revision:
50.52.1 Hampshire Fire Protection LLCPage2 HFP Lot 5 FPDate 10 20 30 40 E50 R60 U70 S80 S90 E100 R110 P120 130 140 150 102030405060708090 FLOW ( N ^ 1.85 ) City Water Supply:Pump
Data:Demand: C1C2 C1 - Static Pressure:1 C2 - Residual Pressure:1 C2 - Residual Flow:50 A1 City Water Adjusted to Pump Inlet for Pf - Elev - Hose Flow A1 - Adjusted Static: 1.000 A2
- Adj Resid:0.627 @ 50 A3 - Adj Resid:0.211 @ 75 Al + P1 A2 + P2 A3 + P3 A2A3 P1 - Pump Churn Pressure:55 P2 - Pump Rated Pressure:50 P2 - Pump Rated Flow:50 P3 - Pump Pressure @
Max Flow:32.5 P3 - Pump Max Flow:75 City Residual Flow @ 0= 50.00 City Residual Flow @ 20= 50.00 City Water @ 150% of Pump= 1.00 D1 - Elevation: 7.796 D2 - System Flow:20.048
D2 - System Pressure: 18.154 Hose ( Demand ):_______ D3 - System Demand:20.048 Safety Margin: 37.771 D1 D2 Water Supply Curve C Computer Programs by Hydratec Inc. Revision: 50.52.1
Hampshire Fire Protection LLCPage3 HFP Lot 5 FPDate Fitting Legend Abbrev.Name½¾11¼1½22½33½456810121416182024 BallB Ball Milw BB-SC1002.2522.52.2510 ENFPA 13 90' Standard Elbow122345678101214182227
3540455061 N *CPVC 90'Ell Harvel-Spears 7789111213000000000000 O *CPVC Tee - Branch33568101215000000000000 R *CPVC Coupling Tee - Run11111122000000000000 Unit Summary
Diameter UnitsInches Length UnitsFeet Flow UnitsUS Gallons per Minute Pressure UnitsPounds 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. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.52.1 Hampshire
Fire Protection LLC Page 4 HFP Lot 5 FP Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 101 18.0 4.9 4.46 na 10.35 0.05 192 0.7 S1 18.5 4.35 na
T1 18.5 6.11 na T2 18.5 6.9 na T4 7.17 12.71 na T5 2.5 16.81 na PO 0.0 18.15 na PI 0.0 0.93 na TEST 0.0 1.0 na 102 18.0 4.9 3.92 na 9.7 0.05 194 0.7 S2 18.5
3.8 na T3 18.5 3.94 na The maximum velocity is 6.76 and it occurs in the pipe between nodes S1 and T1 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc.
Revision: 50.52.1 Hampshire Fire Protection LLC Page 5 HFP Lot 5 FP Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total
Pf Pn *EQUIVALENT K'S *REMOTE HEAD TO SUPPLY 101 10.35 1.101 O 5.0 0.500 4.460 K Factor = 4.90 to 150.0 0.0 5.000 -0.217 S1 10.35 0.0202 0.0 5.500 0.111 Vel = 3.49 S1
9.70 1.101 O 5.0 20.670 4.354 to 150.0 0.0 5.000 0.0 T1 20.05 0.0684 0.0 25.670 1.755 Vel = 6.76 T1 0.0 1.101 2R 2.0 4.580 6.109 to 150.0 O 5.0 7.000 0.0 T2 20.05 0.0683
0.0 11.580 0.791 Vel = 6.76 T2 0.0 1.101 O 5.0 8.250 6.900 to 150.0 0.0 5.000 4.907 T4 20.05 0.0683 0.0 13.250 0.905 Vel = 6.76 T4 0.0 1.101 2N 14.0 16.330 12.712 to
150.0 0.0 14.000 2.023 T5 20.05 0.0683 0.0 30.330 2.073 Vel = 6.76 T5 0.0 1.38 Ball 3.022 4.000 16.808 to 150.0 E 4.533 7.555 1.083 PO 20.05 0.0228 0.0 11.555 0.263 Vel
= 4.30 0.0 20.05 18.154 K Factor = 4.71 System Demand Pressure 18.154 Safety Margin 37.771 Continuation Pressure 55.925 Pressure @ Pump Outlet 55.925 Pressure From Pump Curve
-54.994 Pressure @ Pump Inlet 0.931 PI 0.0 1.38 0.0 2.000 0.931 to 120.0 0.0 0.0 0.0 TEST 20.05 0.0345 0.0 2.000 0.069 Vel = 4.30 0.0 20.05 1.000 K Factor = 20.05 *NEW
PATH 102 9.70 1.101 O 5.0 0.500 3.919 K Factor = 4.90 to 150.0 0.0 5.000 -0.217 S2 9.7 0.0178 0.0 5.500 0.098 Vel = 3.27 S2 0.0 1.101 O 5.0 2.540 3.800 to 150.0 0.0
5.000 0.0 T3 9.7 0.0179 0.0 7.540 0.135 Vel = 3.27 T3 0.0 1.101 O 5.0 18.500 3.935 to 150.0 0.0 5.000 0.0 S1 9.7 0.0178 0.0 23.500 0.419 Vel = 3.27 0.0 9.70 4.354
K Factor = 4.65 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Revision: 50.52.1