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0041CMA 7 Emerson Way 03-02-12 CalcHAMPSHIRE FIRE PROTECTION LLC 507 Southampton Road Westfield, MA 01085 413-642-3287 Job Name:0041CMA 7 Emerson Way Building:LOT #7 EMERSON WAY Location:NORTHAMPTON‚ MA 01060 System:1 Contract:0041CMA Data File:0041CMA 7 Emerson Way AREA 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLCPage1 0041CMA 7 Emerson Way Date HYDRAULIC DESIGN INFORMATION SHEET Name - WHITMAN COTTAGE Date - 03-02-12 Location - NORTHAMPTON‚ MA 01060 Building - LOT #7 EMERSON WAY System No. - 1 Contractor - HAMPSHIRE FIRE PROTECTION LLC Contract No. - 0041CMA Calculated By - WAYNE STOCKER Drawing No. - FP1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 8'-0" OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point - 13.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make RELIABLE Model F1RES44 I Elevation at Highest Outlet - 18' Feet Size 1/2 K-Factor 4.4 G Note: Temperature Rating 155 N Calculation Gpm Required 32.1 Psi Required 16.1 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 02-13-12 Rated Cap. 30 Cap. T Time of Test - 8AM @ Psi 25 Elev. E Static (Psi) - 28 Elev. 2' R Residual (Psi) - 23 Other Well Flow (Gpm) - 639 Proof Flow Gpm S Elevation - 6' P Location: EMERSON WAY P L Source of Information: NORTHAMPTON WATER DEPARTMENT Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HA M P S H I R E F I R E P R O T E C T I O N L L C Page2 00 4 1 C M A 7 E m e r s o n W a y Date 10203040 E 50 R 60 U 70 S 80 S 90 E 10 0 R 11 0 P 12 0 13 0 14 0 15 0 10 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 9 0 0 FL O W ( N ^ 1 . 8 5 ) Ci t y W a t e r S u p p l y : P u m p D a t a : D e m a n d : C1 C2 C1 - S t a t i c P r e s s u r e : 2 8 C2 - R e s i d u a l P r e s s u r e : 2 3 C2 - R e s i d u a l F l o w : 6 3 9 A1 Ci t y W a t e r A d j u s t e d t o P u m p I n l e t fo r P f - E l e v - H o s e F l o w A1 - A d j u s t e d S t a t i c : 2 6 . 0 9 9 A2 - A d j R e s i d : 2 4 . 1 8 3 @ 3 0 A3 - A d j R e s i d : 2 2 . 0 4 3 @ 4 5 Al + P 1 A2 + P 2 A3 + P 3 A2A3 P1 - P u m p C h u r n P r e s s u r e : 2 7 . 5 P2 - P u m p R a t e d P r e s s u r e : 2 5 P2 - P u m p R a t e d F l o w : 3 0 P3 - P u m p P r e s s u r e @ M a x F l o w : 1 6 . 2 5 P3 - P u m p M a x F l o w : 4 5 Ci t y R e s i d u a l F l o w @ 0 = 1 6 2 1 . 5 4 Ci t y R e s i d u a l F l o w @ 2 0 = 8 2 3 . 8 3 Ci t y W a t e r @ 1 5 0 % o f P u m p = 2 7 . 9 6 D1D2 D1 - E l e v a t i o n : 8 . 1 9 4 D2 - S y s t e m F l o w : 3 2 . 1 9 1 D2 - S y s t e m P r e s s u r e : 3 6 . 1 2 9 Ho s e ( D e m a n d ) : _ _ _ _ _ _ _ D3 - S y s t e m D e m a n d : 3 2 . 1 9 1 Sa f e t y M a r g i n : 1 1 . 7 9 0 Wa t e r S u p p l y C u r v e ( C ) Co m p u t e r P r o g r a m s b y H y d r a t e c I n c . R o u t e 1 1 1 W i n d h a m N . H . U S A 0 3 0 8 7 HA M P S H I R E F I R E P R O T E C T I O N L L C Page3 00 4 1 C M A 7 E m e r s o n W a y Date Fi t t i n g L e g e n d Ab b r e v . N a m e ½ ¾ 1 1 ¼ 1 ½ 2 2 ½ 3 3 ½ 4 5 6 8 1 0 1 2 1 4 1 6 1 8 2 0 2 4 E N F P A 1 3 9 0 ' S t a n d a r d E l b o w 1 2 2 3 4 5 6 7 8 1 0 1 2 1 4 1 8 2 2 2 7 3 5 4 0 4 5 5 0 6 1 Fs p F l o w S w i t c h P o t t e r V S R F i t t i n g g e n e r a t e s a F i x e d L o s s B a s e d o n F l o w M M e d i u m T u r n E l b o w 0 2 2 3 3 4 5 6 6 8 1 0 1 2 1 6 1 9 2 2 0 0 0 0 0 S N F P A 1 3 S w i n g C h e c k 0 0 5 7 9 1 1 1 4 1 6 1 9 2 2 2 7 3 2 4 5 5 5 6 5 T N F P A 1 3 9 0 ' F l o w t h r u T e e 3 4 5 6 8 1 0 1 2 1 5 1 7 2 0 2 5 3 0 3 5 5 0 6 0 7 1 8 1 9 1 1 0 1 1 2 1 Un i t s S u m m a r y Di a m e t e r U n i t s I n c h e s Le n g t h U n i t s F e e t Fl o w U n i t s U S G a l l o n s p e r M i n u t e Pr e s s u r e U n i t s P o u n d s p e r S q u a r e I n c h No t e : F i t t i n g L e g e n d p r o v i d e s e q u i v a l e n t p i p e l e n g t h s f o r f i t t i n g s t y p e s o f v a r i o u s d i a m e t e r s . Eq u i v a l e n t l e n g t h s s h o w n a r e s t a n d a r d f o r a c t u a l d i a m e t e r s o f S c h e d 4 0 p i p e a n d C F a c t o r s of 1 2 0 e x c e p t a s n o t e d w i t h * . T h e f i t t i n g s m a r k e d w i t h a * s h o w e q u i v a l e n t l e n g t h s v a l u e s su p p l i e d b y m a n u f a c t u r e r s b a s e d o n s p e c i f i c p i p e d i a m e t e r s a n d C F a c t o r s a n d t h e y r e q u i r e n o ad j u s t m e n t . A l l v a l u e s f o r f i t t i n g s n o t m a r k e d w i t h a * w i l l b e a d j u s t e d i n t h e c a l c u l a t i o n fo r C F a c t o r s o f o t h e r t h a n 1 2 0 a n d d i a m e t e r s o t h e r t h a n S c h e d 4 0 p e r N F P A . Fi t t i n g s U s e d S u m m a r y Co m p u t e r P r o g r a m s b y H y d r a t e c I n c . R o u t e 1 1 1 W i n d h a m N . H . U S A 0 3 0 8 7 HAMPSHIRE FIRE PROTECTION LLCPage4 0041CMA 7 Emerson Way Date NodeElevationK-FactPtPnFlowDensityAreaPress No.ActualActualReq. 124.924.413.3 na 16.050.0532013.3 SW124.9213.32 na 216.8317.97 na RF18.3327.8 na PO0.036.13 na PI0.023.92 na UBF2.027.76 na TEST6.027.98 na 324.924.413.46 na 16.140.0532013.3 SW224.9213.48 na The maximum velocity is 10.85 and it occurs in the pipe between nodes 2 and RF1 Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HAMPSHIRE FIRE PROTECTION LLCPage5 0041CMA 7 Emerson Way Date Hyd.QaDia.FittingPipePtPt Ref."C"orFtng'sPePv*******Notes****** PointQtPf/FtEqv.Ln.TotalPfPn 1 16.051.1010.0 0.420 13.300K Factor = 4.40 to150.00.00.00.0 SW116.050.04520.0 0.420 0.019Vel = 5.41 SW10.01.1013E11.475 13.850 13.319 to150.00.0 11.475 3.504 216.050.04530.0 25.325 1.146Vel = 5.41 2 16.141.1012E7.65 29.810 17.969 to150.00.0 7.650 3.681 RF132.190.16410.0 37.460 6.149Vel = 10.85 RF10.01.614E16.0 16.210 27.799 to120.01S9.0 28.000 6.608* Fixed loss = 3 PO32.190.03901M3.0 44.210 1.722Vel = 5.07 1Fsp0.0 0.0 32.19 36.129K Factor = 5.36 System Demand Pressure 36.129 Safety Margin 11.790 Continuation Pressure 47.920 Pressure @ Pump Outlet 47.920 Pressure From Pump Curve-24.003 Pressure @ Pump Inlet 23.916 PI0.01.611E4.0 1.500 23.916 to120.00.0 4.000 3.634* Fixed loss = 4.5 UBF32.190.03890.0 5.500 0.214Vel = 5.07 UBF0.01.610.0 50.000 27.764 to120.00.00.0 -1.732 TEST32.190.03900.0 50.000 1.948Vel = 5.07 0.0 32.19 27.980K Factor = 6.09 3 16.141.1010.0 0.420 13.463K Factor = 4.40 to150.00.00.00.0 SW216.140.04760.0 0.420 0.020Vel = 5.44 SW20.01.1011T9.563 8.080 13.483 to150.01E3.825 13.387 3.504 216.140.04570.0 21.467 0.982Vel = 5.44 0.0 16.14 17.969K Factor = 3.81 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087