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38A-148 (2):ity of Northampton Mail-RE: 21,23,25,27 Moser Street https://mail.google.com/mail/?ui=2&ik=39211afc3d&view=pt&search... ,r Charles Miller<cmiller @northamptonma.gov> RE: 21, 23, 25, 27 Moser Street 1 message Duane Nichols <dnichols @northamptonma.gov> Tue, Dec 17, 2013 at 2:46 PM To: Charles Miller <cmiller @northamptonma.gov> Chuck, Larry reviewed them,we are all set with them. Duane From: Charles Miller [mailto:cmiller©northamptonma.gov] Sent:Tuesday, December 17, 2013 11:29 AM To: Duane Nichols Subject: 21, 23, 25, 27 Moser Street Hi, Have you had a chance to review the sprinkler plan? Thanks, Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg (City of Northampton E-mail is a public record except when it falls under one of the specific statutory exemptions. ) (City of Northampton E-mail is a public record except when it falls under one of the specific statutory exemptions. ) 12/18/2013 3:21 PM 1 of 1 ^ Path 8ummar� Printout or P �ntt f UPPER RIDGE .11/1.9/2013 System:: �r�win�^ Job N�: ' ' ' - � � P,i91.'it in �� i, = 1_ ������� �iall � ��� � v. Principal path Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:150) S06 28.00 13.22 13.22 4.40 16.0 16.0 5.38 1.01 10.00 2H 10.00 20.00 0.045 0.90 3.47 ( 8.00 )17.60 105 TO5 20.00 17.60 17.60 16.0 5.38 1.101 25.00 H4I4K 29.00 54.00 0.045 2.43 20.03 801 801 20.00 20.03 20.0 16.0 5.38 1.01 5.00 I 5.00 0.00 0.045 0.45 20.48 802 802 20.00 20.48 20.48 16.0 3.35 1.394 5.00 2H 12.00 17.00 0.014 0.24 30.72 00 803 20.00 20.72 20.72 16.0 3.35 1.394 12.00 2H 12.00 24.00 0.014 0.34 5.21 (12.00 )26.27 804 (0:120) 804 8.00 26.27 26.27 16.0 3.42 1.380 6.00 3ET 15.00 21.00 0.023 0.48 26.75 805 805 8.00 26.75 26.75 16.0 2.51 1.610 6.50 T 8.00 14.50 0.01 0.16 26.90 A02 A02 8.00 26.90 26.90 16.0 1.40 2.157 25.00 2E8 16.00 41.00 0.03 0.11 27.01 A03 A03 8.00 27.01 27.01 16.0 1.40 2.157 24.00 2E 10.00 34.0O 0.003 0.09 27.09 A04 A04 8.00 27.09 27.09 16.0 1.40 2.157 30.00 J[ 15.00 45.00 0.003 0.12 2721 A05 A05 8.00 27.21 27.21 16.0 1,40 2.157 12.00 3[ 15.00 27.00 0.003 0.07 27.28 A06 A06 8.00 27.28 27.28 16.0 0.94 2.635 10.00 2[ 8.20 18.20 0.001 0.02 27.30 KT1 RT\ 8.00 27.30 27.30 16.0 0.94 2.635 8.00 20 13.20 21.20 0.001 0.02 3.47 ( 8.00 )30.79 88I R81 30.79 30.79 16.0 1.07 2.469 5250.0 X 5250.00 0.001 7.00 37.79 RB2 0D 37.79 37.79 16.0 1.07 2.469 2.00 8T 15.30 17.30 0.001 0.02 37.81 R83 0B 37.81 37.81 16.0 0.40 4.026 4.00 T 16.80 20.80 0.000 0.00 37.81 084 ([=14W) 04 37.81 37.81 50.0 66.0 1.60 4.100 65.00 3LGT 36.80 01.80 0.001 0.12 -4.34 (-0.0 )33.69 U01 V01 10.00 33.69 ^^^^^ ^^^^^ Path K-F act or ::::: 11.:39 :- ��� ml `�.. . CaIos By::PR Checked By:_______ Ser::*310080* Hypercalo Program by Crowley Design Group!, (21.5)-337-7060 R 11.. 4.::;h+Mpl+ iiiifl. tl•..It .....;t:::;, :::.'! IL..t? ii" Y::u: :;;c;;i tt...11 HUH tru nit$ Job No UPPER RID+CIE Elev. REF, Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L O S S C A L C U L A T I O N S Velocity ft. POINT gpa psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 8.00 A02 « 16.0 << 26.90 0.11 0.00 27.01 A03 8.00 25.00 2EB 16,00 41.00 0.003 2.157 120 16.0 1.4 8.00 A02 >> 16.0 > 26.90 -0.16 0.00 26,75 B05 8.00 6.50 T 8.00 14.50 0.011 1.610 120 16.0 2.5 8.00 A03 << 16.0 << 27.01 0.09 0.00 27.09 A04 8.00 24.00 2E 10.00 34.00 0.003 2.157 120 16.0 1.4 8.00 A04 « 16.0 << 27.09 0.12 0.00 27.21 A05 8.00 30.00 3E 15.00 45.00 0.003 2.157 120 16.0 1.4 8.00 A05 << 16.0 « 27.21 0.07 0.00 27.28 A06 8.00 12.00 3E 15.00 27.00 0.003 2.157 120 16.0 1.4 8.00 A06 << 16.0 << 27.28 0.02 0.00 27.30 RT1 8.00 10.00 2E 8.20 18.20 0.001 2.635 120 16.0 0.9 20.00 801 << 16.0 « 20.03 0.45 0.00 20.48 802 20.00 5.00 I 5.00 10.00 0.045 1.101 150 16.0 5.4 20.00 801 >> 16.0 >> 20.03 -2.43 0.00 17.60 105 20.00 25.00 H4I4K 29.00 54.00 0.045 1.101 150 16.0 5.4 20.00 802 << 16.0 « 20.48 0.24 0.00 20.72 B03 20.00 5.00 2H 12.00 17,00 0.014 1.394 150 16.0 3.4 20.00 803 << 16.0 << 20.72 0.34 5.21 26.27 804 8.00 12.00 2H 12.00 24.00 0.014 1.394 150 16.0 3.4 8.00 804 << 16.0 << 26.27 0.48 0.00 26.75 B05 8.00 6.00 3ET 15.00 21.00 0.023 1.380 120 16.0 3.4 0.00 R81 << 16.0 << 30.79 7.00 0.00 37.79 R82 0.00 5250.00 5250.00 0.001 2.469 120 16.0 1.1 0.00 RBI >> 16.0 >> 30.79 -0.02 -3.47 27.30 RT1 8.00 8.00 2E8 13.20 21.20 0.001 2.635 120 16,0 0.9 0.00 R82 << 16.0 << 37.79 0.02 0.00 37.81 R83 0.00 2.00 BT 15.30 17.30 0.001 2.469 120 16.0 1.1 0.00 RB3 << 16.0 « 37.81 0.00 0.00 37.81 RB4 0.00 4.00 T 16.80 20.80 0.000 4.026 120 16.0 0.4 0.00 R84 << 66.0 << 37.81 0.12 -4.34 33.59 U01 10.00 65.00 3LGT 36.80 101.80 0.001 4.100 140 66.0 1.6 28.00 505 « 16.0 << 13.22 0.90 3.47 17.60 T05 20.00 10.00 2H 10.00 20.00 0.045 1.101 150 16.0 5.4 t,:a..1r:s b''yl., PR C . hlc.:k e4.1 r .1t ! 1 /:201:3 :- ?�. . )t pr ^os Program by Crow'e> Des I.� r Group .: 1 u 1 . '_ 7 ,7 06: 11 .11 win'wiry va. n .!;,,,, ii::::1,-IF ..1.!:::;;11::::1, n..... :Ji:. rtill.,;;: ::01.. eu! u ,u.F.H. II-11,t::::II II—II IC:11:!::::'..IIF.:!!! II It (i::::si'tin i o b No:.. UPPER R I D Ci E C:)esigin den 5,:',i t y:: .05 S upp 1 led flow arid pr es::::::w r e is based on 3:3..59 p :::,i ava.liable at supply (. 101 .79 psi is actually available ) Ref . PRESSURE K FL...01A1 Per cent Ref Pt. Pt p\, Pn Factor Actual. Minimum Excess Pt. ...............„. „.....„.„..„.....„.„.. ......„.,„..„...„ .................„..........„ R B4 37.8.1... 37.81.. 0,:,00 50.0 50.0 0.0% R64 305 1:3.22 13..22 4..40 1..6.0 .16.0 0.0% 305 C;.3.1,cs Sy:: PR Checked:: 11/19/2013 c::::::: -..:*7..,::1 n n 5:::0* 1-ii.inr,r-r•.f,1 1 (-- 1::)r-r.,..--i it !..1 in kii 1 r-r-,I,I 1 c...,•../ r.14,,,,,i...,,r, o,r,-,,in 1.'').1 tz, 1,-"Z.-2.:7--71-1,4..(1 t 102.0_ 96.0_ 90.0 84.0 78.0 ■ 72.0 66.0_ 60.0 54.0_ 48.0 1 42.0 1 36.0 ( 33.6 0 166) 30.0 1 24.0 18.0_ 12.0_ i 6.0_ 0.0_ 0 1000 1500 2000 2500 3000 3500 4000 4500 102„00 t;1.,00 9f...00 1198,.00 a 4742 7:3 11....1111: :1111-::n(I ii::::'11:::i!i II..... !I:::I;Ii,..,ii ::II:: iiII::::Ii ::II:: il" i!�I:::iii d •li 11::::i1!i'..,11 11"1 il""li 11,;i!! IC:11 '"H"' 11:,;■!! ii!!!!11 w„.,ll :::::: iii it!!!!11 II 31 11 ii!!!!li 11,,v E31J ILDI NG A N,OR.-11-1 A MPTON . u...01::::owiro RED HAWK FIRE & SECURITY 32 Char Drive Westfield MA. 01085 Design Spe cif i cl:-At I on:s t e r Supply Int ormation Sy:st:em De ma nd Dens:ity 0.050 .102.00 psi @ 0.00 gpm 33.59 psi Design Area: 49Frr.) 94.00 psi @ 1198.00 gpm ,e65/1)6.-A/22,Q4, J3cOnikes4 66.0 gpm -I- 100.0 gpm Hose o!iii!,Imo ..„ 11::::11 : !i■ : ''''' ;1:3 „„ Notes: A7 Pr6u345 List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code Description Code:Description Code:Description A Alarm Va H CPVC Elbow 0 V • ButCflyVa I CPVC Tee-B P W C Check Va 3 flP,/C Coup. Q X flow p C) DryPipeVa K CPVC Tee-R R V E Std. Elbow L. LongTurnEl S Z F 45 Elbow M T Std. Tee C Gate Va N : Cal PR Checked: 11/19/2013 Ser:*310080* Hvbercalc Proaram bv Crowley Desion Group_ 1 21S)-337-7060 Path r,urr,rr,ar..y, Printout for UPPER RIDGE Job No 11/19/2013 v,.. f Dy 1 �.��} .;:��.,�:��n L1 r Gj.4'51 I.rig g I1....11,1:::c11..,• i{'..n ll ''II �....�1 .„ •.. 1' Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Oiam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:150) 503 19.00 12.55 12.55 4.90 17.4 17.4 5.83 1.101 1.00 I 5.00 6.00 0.052 0.31 -0.43 (-1.00 )12,43 103 103 20.00 12.43 12.43 17.4 5.83 1.101 9.00 I 5.00 14.00 0.052 0.73 13.16 801 801 20.00 13.16 13.16 17.7 35.1 11.80 1.101 5.00 I 5.00 10.00 0.193 1.93 15.09 802 B02 20.00 15.09 15.09 34.5 69.6 14.60 1.394 5.00 2H 12.00 17.00 0.217 3.68 18.78 803 B03 20.00 18.78 """""" Path ;...,.F C:.1;:r:1 r., 16.07 11::::".a.`Ii:`.. it..n iI "14 a,::,n ,,. A. Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diem. Actual Fitting Fitting Total. Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:150) SO4 19.00 13.11 13.11 4.90 17.7 17.7 5.96 1.101 1.00 I 5.00 6.00 0.055 0.33 -0.43 (-1.00 )13.00 104 104 20.00 13.00 13.00 17.7 5.96 1.101 3.00 3.00 0.055 0.16 13.16 801 801 20.00 13.16 13.16 17.4 35.1 11.80 1.101 5.00 I 5.00 10.00 0.193 1.93 15.09 802 802 20.00 15.09 15.09 34.5 69.6 14.60 1.394 5,00 2H 12.00 17.00 0.217 3.68 18.78 803 803 20.00 18.78 AAAAA Path K-Factor• 16.07 Ca1.c.,t C'i±J P Checked By:: Son *310080* „ f{ ert 1 c Program L ; Crowley D Es igr Group n (215)-337-7060 Path Summary Printout: for- UPPER RIDGE Job NIc.) 1.1../.1.9/201,3 S 5yi::s tern„ ttil ,�I ( r % 1 r"'I IF11,a. •Ii::. VII iI',41 d:::,u '..:: .:it... IF-;l:le,.:N•II.11 n,::;n'I .1:: '. .I;. I, .Il::;:�C::;I� ...:;i' 11...11 ll:::; II::;In 11.. No' Principal path Feeds Path:2 at Pt:803, Path:3 at Pt:803, Path:4 at Pt:803 Ref Elev, Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (0:150) SO1 19.00 12.04 12.04 4.90 17.0 17.0 5.71 1.101 1.00 I 5.00 6.00 0.050 0.30 -0.43 (-1.00 )11.91 TO1 TOl 20,00 11.91 11,91 17.0 5.71 1.101 14.00 K 1.00 15.00 0.050 0.76 12.66 102 102 20.00 12.66 12.66 17.5 34.5 11.60 1.101 3.00 HI 10,00 13.00 0.187 2,43 15.09 802 B02 20.00 15.09 15.09 35.1 69.6 14.60 1.394 5.00 2H 12.00 17.00 0.217 3.68 18.78 803 803 20.00 18.78 18.78 69,6 14.60 1.394 12.00 2H 12.00 24.00 0.217 5.20 5.21 (12.00 )29.18 804 (0:120) B04 8.00 29.18 29.18 69.6 14.89 1.380 6.00 3ET 15.00 21.00 0.344 7.22 36.41 805 805 8.00 36.41 36,41 69.6 10.94 1.610 6,50 T 8.00 14.50 0.162 2.35 38.76 A02 A02 8.00 38.76 38.76 69.6 6.10 2.157 25.00 2E6 16.00 41.00 0.039 1.60 40.36 A03 A03 8.00 40.36 40.36 69.6 6,10 2.157 24.00 2E 10.00 34.00 0.039 1.33 41.69 A04 A04 8.00 41,69 41.69 69.6 6.10 2.157 30.00 38 15.00 45.00 0.039 1.76 43.45 A05 A05 8.00 43.45 43.45 69.6 6.10 2.157 12.00 3E 15,00 27.00 0.039 1,06 44.51 A06 A06 8.00 44.51 44.51 69.6 4.09 2.635 10.00 28 8.20 18.20 0.015 0.27 44.77 RT1 RT1 8.00 44.77 44.77 69.6 4.09 2.635 8.00 2E8 13.20 21.20 0,015 0.31 3,47 ( 8.00 )48.56 RBI R81 48.56 48.56 69.6 4.65 2.469 350.00*- 350.00 0.020 7.08 55.64 R62 R82 55.64 55.64 69.6 4.65 2.469 2.00 BT 15.30 17.30 0.020 0,35 55.99 RB3 • R83 55.99 55.99 69.6 1.75 4.026 4.00 T 16.80 20.80 0.002 0.04 56.03 R84 (0:140) R84 56.03 56.03 50.0 119.6 2.90 4.100 65.00 3LGT 36.80 101.80 0.004 0.36 -4.34 (-10,0 )52.05 U01 VOl 10.00 52.05 """""" AAAAA I:''a t:I-i i'(,,..F"a.c"t:o r" t 58 7 A L L) D 84 c, /re 0 iv' "9 6=k l's .Q, F.,1ri:::li. •II:::. VII ii'"4I,i::::0 :::: .2, Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Dian. Actual Fitting Fitting Total Frict.Loss Elev. Lass Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (0:150) SO2 19.00 12.78 12.78 4.90 17.5 17.5 5.89 1.101 1.00 I 5.00 6.00 0.053 0.32 -0.43 (-1,00 )12.66 102 T02 20.00 12.66 12.66 17.0 34.5 11.60 1.101 3.00 HI 10.00 13.00 0.187 2.43 15.09 B02 802 20.00 15.09 15.09 35.1 69.6 14.60 1.394 5.00 2H 12.00 17.00 0.217 3.68 18.78 803 803 20.00 18.78 """""" ',AAA F-'a't 1 1 Y,,,,.1;t f:;"t:c.,r- 1.6„ 0 1,..•[:z 1(,:..o I J tiyr.:PR C I"i e c 1,c e d E l''yi 3 er.,*31 0:0:*: i..l,,if,r„r'C;.a7..to I:ar 0'grc;.rn b y c r ow 1 e-' 0 e,a).., n G r•0 t" " (". r,)• 3 C)t,( r ... 1. st:::;ls li n t ,i.a. tnt,C:::ll F.0 II Fiii!'.:;iiia,!!:::a, 11..II it""'Ei!: :!;::iii tl...lt II ll'll 011.11,iiiill. It 1,14 fob No: UPPER RIDGE Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I 0 N L O S S C A L C U L A T I 0 H S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 8,00 A02 << 69.6 << 38.76 1.60 0.00 40.36 A03 8.00 25.00 2E8 16.00 41.00 0.039 2.157 120 69.6 6.1 8.00 A02 >> 69.6 >> 38.76 -2.35 0.00 36.41 805 8.00 6.50 T 8.00 14.50 0.162 1.610 120 69.6 10.9 8,00 A03 << 69.6 << 40.36 1.33 0,00 41.69 A04 8.00 24.00 2E 10.00 34.00 0.039 2.157 120 69,6 6.1 8.00 A04 << 69.6 << 41.69 1.76 0.00 43.45 A05 8.00 30.00 3E 15.00 45.00 0.039 2.157 120 69.6 6.1 8.00 A05 << 69.6 << 43.45 1.06 0.00 44.51 A06 8.00 12.00 3E 15.00 27.00 0.039 2.157 120 69.6 6.1 8.00 A06 << 69.6 << 44.51 0.27 0.00 44.77 RT1 8.00 10.00 2E 8.20 18.20 0.015 2.635 120 69.6 4.1 20.00 801 << 35.1 << 13.16 1.93 0.00 15.09 802 20.00 5.00 I 5,00 10.00 0.193 1.101 150 35.1 11.8 20.00 801 >> 17.4 >> 13.16 -0.73 0.00 12.43 103 20.00 9.00 I 5.00 14.00 0.052 1.101 150 17.4 5.8 20.00 801 >> 17.7 >> 13.16 -0.16 0.00 13.00 104 20.00 3.00 3.00 0.055 1.101 150 17.7 6.0 20.00 B02 << 69.6 << 15.09 3.68 0.00 18.78 803 20.00 5.00 2H 12.00 17.00 0.217 1.394 150 69.6 14.6 20.00 802 > 34.5 >> 15.09 -2.43 0,00 12.66 102 20.00 3.00 HI 10.00 13.00 0.187 1.101 150 34.5 11.6 20.00 803 << 69.6 << 18.78 5.20 5.21 29.18 804 8.00 12.00 2H 12.00 24.00 0.217 1.394 150 69.6 14.6 8.00 B04 << 69.6 << 29.18 7.22 0.00 36.41 805 8.00 6.00 3ET 15.00 21.00 0.344 1.380 120 69.6 14.9 0.00 RB1 << 69.6 << 48.56 7.08 0.00 55.64 RB2 0.00 350.00 350.00 0.020 2.469 120 69.6 4.7 0.00 RB1 >> 69.6 >> 48.56 -0.31 -3.47 44,77 RT1 8.00 8.00 2E8 13.20 21.20 0.015 2.635 120 69.6 4.1 0.00 R82 << 69.6 << 55.64 0.35 0.00 55.99 R83 0.00 2.00 BT 15.30 17.30 0.020 2.469 120 69.6 4.7 0.00 R83 << 69.6 << 55.99 0.04 0.00 56.03 R84 0.00 4.00 T 16.80 20.80 0.002 4.026 120 69.6 1.7 0.00 R84 << 119.6 << 56.03 0,36 -4.34 52.05 U01 10.00 65.00 3LGT 36.80 101.80 0.004 4.100 140 119.6 2.9 19.00 301 << 17.0 << 12.04 0.30 -0.43 11.91 TO1 20.00 1.00 I 5.00 6.00 0.050 1.101 150 17.0 5.7 19.00 SO2 << 17.5 << 12.78 0.32 -0.43 12.66 102 20.00 1.00 I 5.00 6.00 0.053 1.101 150 17.5 5.9 19.00 303 << 17.4 << 12.55 0.31 -0.43 12.43 103 20.00 1.00 I 5.00 6.00 0.052 1.101 150 17.4 5.8 19.00 SO4 << 17.7 << 13.11 0.33 -0.43 13.00 104 20.00 1.00 I 5.00 6.00 0.055 1.101 150 17.7 6.0 20.00 TO1 << 17.0 << 11.91 0.76 0.00 12.66 102 20.00 14.00 K 1.00 15.00 0.050 1.101 150 17.0 5.7 ��, ..,.1.f„,,. �:;5'4E„ PR Checked:...,._,..__................... 11/19/2013 S• .{. `Ot. * syj'•r r 1. �:;� i' �tif by Crowley' L)eslc'ri (romp.. t21_ri1• 3..,7 10601 u,ii'r•„ ,'�..�..:�) .5(,7. {'s s 1->l'::t�•Q ci..l";; i ('<;:.1 1.,i. '1 .1 ,. , :!:ii■; Hit H.11.11 WWII,H...:11. H .!;110' 11:..:11-11 :!::;ii;H:..:I, 11 :K. in 11.4;: l. ei!!! ii..... •att. roc:II 11-1111::::1,:s;A::::!: II 3.. q::::i.!too:1::::. Job No: UPPER RIDGE Design density: .05 Supplied 'flow and pressure is based on 52.05 psi available at supply (1 101.65 psi is a 0 t:LI a 1 1.y available ) Ref . PRESSURE K FLOW Percent Ref Pt. Pt-. p.,s/ Pn Factor A c t u a.l. Mi n i..111 Li al Excess pt.„ R34 56).03 .5.f..,.03 0.00 50.0 50.0 0.0% R34 301 .12.04 12.04 4,90 17.0 17 .0 0.0% 30.1. 302 1.2.'78 1..2.78 4 .90 17..`',..:, 17.0 29% 302 303 12.55 1.2....:.:,5 4.90 17.4 17.0 1. 4% 303 304 1,3.1.1 1:3.1.1, 4..,9(..) 17.7 1.7.0 4.1% SO4 ca:I cs by: PR Checked: 11/19/2013 ;<: H',./r1P r r,.,:-..1 1 rs. o rs,-,,-.1 rfl m 1-,%, nr.,-,Ld i tz,,,,,,,e n 6,..4.::.:.i CI n CZ r en)1 rl ("?1 c:, )—72:-2.;7,-7 CI,‘",..ri A: • lV2.0_ / ' 96.0_ 90.0_ 84.O_ / 78.0_ / * / 72.O_ � / * 66.0_ / / 6O.0_ � / / 54.0_ %0) ( �� O @ ` . ' 48.0_ 42.0_ / 36.0_ / JO.0_ ' 24.0_ l8.O_ / / 12.0_ . &.0_ / ~ � O'O-..~.~/~~~~/~~~^~~~~/~~�^~~^~r~~~^^~~~~r^^^~~~~~^^~~r~-~~^^ / / / / / / / / 0 1000 1500 2000 2500 3000 3500 4000 4600 Pressure vs. FIow 102-00 0.00 94.00 1198.00 0 4742.73 K- Pv»U F.V. .- ElAJI ][ U 07,11 ][ U~J �� UNOUR-11'11'1oPoU~1PlF10U4 �Jiodb. Wquimmb.le! n- � 4/2C-ei „..„. . . - • • • . . . . . . :;11:: tir.:4; II II,..,II II . li!!!!ii 3'II 11::;il! 11:::■!! 11::.1111..:1111 BUILD I N CA A NOR iMPl ON MA. RED HAWK FIRE & SECURITY 32 Char Drive Westfield M . 01085 Design Specifications Water Supply Information System Demand Density 0.050 102.00 psi @ 0.00 gpm 52.05 psi Design Area: 94.00 psi 9 1198.00 gpm ,e6-ss-/ 0;09,e,/1// e.cgs 7.1.9. .. gp ITI 4- 100.0 gpm Hose il " ::: :2: " o Inn) 1141!1' :2: . II::: ... ,IF.;!!! !!!„., :::::: 41-"1.;;■P „„ 61,11:31 Notes: 47 Pr 0J34) SO, o 6/0/4 A b e)e-4 A.,i/3/20 List of Fitting Abbreviations Example; "E2TC" one Std. Elbow, two Std. Tee , end one Check Vs Code:Description Code:Description Code:Description Code:Description A Alarm Vs H CPVC Elbow 0 V B Butt. 'f I CPVC Tee-B p W C : Check Vs CPVC Coup. Q X Backflow P D : DryPipeVa K :: CPVC Tee-R R \I" : E Std. Elbow L LongTurnEl S Z F 45 Elbow H T Std. Tee (1 : Gate Vs N LI Calcs By PR Checked:_ ..... 11/19/2013 Ser:*310080* Hype rcalc Program by Crowley Design Group. (215 'i-337-7060 Path Summary Print 0Ir..1t. for 1. pIPIER RIDGE. Job t••4 c::l., 11/14/2013 err)., Drawing: Fed by path No.5 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (0:120) S07 9.00 10.32 10.32 5.60 18.0 18.0 6.66 1.049 8.50 ET 7.00 15.50 0.107 1.66 0.43 ( 1.00 )12.42 107 107 8.00 12.42 A""AA" AAAAA Path is\--Factor z 5..11. IF:u.ii AL•II::, II•..II II'"dI ;::;ii E L Fed by path No.5 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) S08 9.00 11.75 11.75 5.60 19.2 19.2 7.11 1.049 1.00 T 5.00 6.00 0.121 0.72 0.43 ( 1.00 )12.91 108 T08 8.00 12.91 AA"AA" AAAAA Path K ,i act:.ofr-• = 5.34 II::::u a::al.`II:::. Il...n III a::,n Fed by path No.5 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) S09 9.00 13.03 13.03 5.60 20.2 20.2 7.48 1.049 1.00 T 5.00 6.00 0.133 0.80 0.43 ( 1.00 )14.26 T09 T09 8.00 14.26 AAAAAA AAAAA Path K-Factor = 5.35 l::::°ri:::n. II::,. II•"II 11"'.!1t:::;11 ,,, 1..10 Fed by path No.5 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (0:120) 510 9.00 15.05 15.05 5.60 21.7 21.7 8.04 1.049 1.00 T 5.00 6.00 0.152 0.91 0.43 ( 1.00 )16.40 T10 T10 8.00 16.40 AAAAAA AAAAA Path -Factor 5. 36 a C a 1 c J E y ,P R Checked `e r . *3100$0* lyperoe1c Program by Crowley Design 0 r....r:,,,,,... p, (215)-337-7060 ° Path S ummary Printout for UPPER RZD,C:iE Job Npc 11/14/3013 stmm: Dra,wing: 11:::»�a 11.11 Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diem. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) SO4 9.00 16.21 16.21 5.60 22.5 22.5 8.35 1.049 1.00 T 5.00 6.00 0.162 0.97 0.43 ( 1.00 )17.61 TO4 04 8.00 17.61 ^^^^^^ ^~~^ Path K-Fa,otor -:37 IP"aa II-11 �� cif c . � Fed by path No.1 Feeds Path:6 at PtJ06. Path:7 at PtJ07. Path:8 at PtJ08. Path:9 at Pt:T09, Path:10 at PtJ10 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diem. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=]2O) SO5 9.00 8.84 8.84 5.60 16.6 16.6 6.16 1.049 1.00 l 5.00 6.00 0.03 0.56 0.43 ( 1.00 ) 9.0 TO5 TO5 8.00 9.83 9.83 16.6 6.16 1.049 6.00 6.00 0.093 0.56 10.30 lO6 TO6 8.00 10.38 10.38 17.1 33.8 7.23 1.380 13.50 [T 9.00 22.60 0.090 2.03 12.42 TO7 TO7 8.00 12.42 12.42 18.0 51.8 11.87 1.380 2.50 2.50 0.199 0.50 12.91 108 TOO 8.00 12.91 12.91 19.2 71.0 11.16 1.610 8.00 8.00 0.168 1.35 14,26 T09 TO9 8.00 14.26 14.26 20.2 91.2 14.33 1.610 8.00 8.00 0.267 2.14 16.40 110 T0 8.00 16.40 16.40 21.7 112.9 17.74 1.610 2.50 T 8.00 10.50 0.399 4.17 20.I7 A02 A02 8.00 20.67 ^^^^~ .... Path K-Factor =:: 24.89 UF"act: ih41,co Fed by path No.5 f Elev. Pressure (psi) K Flow (gpm) Veloc 0inm. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) SO6 9.00 9.36 9.36 5.60 17.1 17.1 6.34 1.049 1.00 T 5.00 6.00 0.098 0.59 0.43 ( LOO )10.0 TO6 TO6 8.00 10.38 ^^^~^ .~~^ Path K-Factor S-:3 2 C a.Ic s By :PR CheoKed S e r 1OO80* Hyper c Progrom by C:rowIey Design Group, (:21.5 37---7O6O Path Summary Printout for UPPER RZD8E Job Npc 11/14/2Ol3 System: IF"011:1L11-11 :::: Fibemm��ie!! � No, Principal path Feeds Path:2 at Pt/T02. Path:3 at Pt/TOJ. Path:4 at Pt:T04, Path:5 at Pt:A02 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) SO1 9.00 11.89 11.09 5.60 19.3 19.3 7.15 1.049 1.00 T 5.00 6.00 0.122 0.73 0.43 ( LOO )13.06 TO1 TV1 0.00 13.06 13.06 19.3 7.15 1.00 0.00 2E 4.00 12.00 0.122 1.46 14.52 102 102 8.00 14.52 14.52 20.4 39.7 14.70 1.049 2.50 2.50 0.463 1.16 15.68 103 103 8.00 15.68 15.68 19.9 69.6 12.76 1.380 7.50 7.50 0.258 1.94 17.61 104 104 8.00 17.61 17.61 22.5 82.2 12.91 1.610 2.50 T 8.00 0.50 0.221 2.32 19.93 AO\ A01 8.00 19.93 19.93 82.2 7.20 2.157 12.00 12.0 0.053 0.64 20.57 A02 A02 8.00 20.57 20.57 112.9 195.1 17.08 2.1I7 25.00 2[8 19.69 44.69 0.263 11.75 32.31 A03 A03 • .00 32.31 32.31 195.1 17.08 2.157 24.00 2E 12.31 36.31 0.263 9.54 41.85 A04 A04 8.00 41.85 41.85 195.1 17.08 2.157 30.00 31 18.46 48.46 0.263 12.74 54.59 A06 A05 8.00 54.59 54.59 195.1 17.08 2.157 12.00 J[ 18.46 30.46 0.263 8.01 62.60 A06 A06 8.00 62.60 62.60 195.1 11.45 2.635 0.00 2[ 11.26 21.26 0.099 2.11 64.70 KT1 RTl 8.00 64.70 64.70 193.1 11.45 2.635 8.00 2E8 27.73 35.73 0.099 3.54 3.47 ( 8.00 )71.72 RBI R81 71.72 71.72 195.1 13.04 2.469 55.00* 55.00 0.136 7.49 79.21 RS2 882 79.21 79.21 195.1 13.04 2.469 2.00 Dl 15.30 17.30 0.136 2.35 81.56 R83 R83 81.56 81.56 195.1 4.90 4.026 4.00 T 16.80 20.80 0.013 0.26 81.82 K84 (C:140) 0N 81.82 81.82 50.0 06.1 5.94 4.100 65.00 3LGT 53.48 118.48 0.013 1.56 -4.34 (-10.0 )79.05 U01 U01 10.00 79.05 ^^^^^^ ^^^^^ Path K-Faotor 27.56 .J ���� 1m�e/�e�� � ~^='~'"^ ~'~ U-n |N|'c:/' :�� ������� Fed by path Ho.\ Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:l2O) SO2 9.00 13.28 13.28 5.60 20.4 20.4 7.55 1.049 1.00 T 5.00 6.00 0.135 0.81 0.43 ( 1.00 )14.52 TO2 TO2 8.00 14.52 ^^~^^ ..... Path K-Factor .35 114.4hcp � �� Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:i20) SO3 9.00 12.66 12.66 5.60 19.9 19.9 7.38 1.049 11.00 2[T 9,00 20.00 0.129 2.58 0.43 ( 1.00 )15.68 103 103 8.00 15.68 ^^~~ ~^~ Path K-Factor 5.O3 C alos By:PR Checked By:_______ Serc*31008O* Hyper a.Ic Program by Crowley Des n Group, (21.5)-33 7-7O60 ° 00 .ii.. it i n II°°I' Jr ;t:::u :;iiii;• II...II ii" if iii!: „I"i; II...IIII'11ri il'in .iiiiii U 5I" 7<::4b No:: UP DER RIDGE Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L O S S C A L C U L A T I 0 N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 8.00 A01 << 82.2 << 19.93 0.64 0.00 20.57 A02 8.00 12.00 12.00 0.053 2.157 120 82.2 7.2 8.00 A01 >> 82.2 >> 19.93 -2.32 0.00 17.61 104 8.00 2.50 T 8.00 10.50 0.221 1.610 120 82.2 12.9 8.00 A02 << 195.1 << 20.57 11.75 0.00 32.31 A03 8.00 25.00 2EB 19.69 44.69 0.263 2.157 120 195.1 17.1 8.00 A02 >> 112.9 >> 20.57 -4.17 0.00 16.40 T10 8.00 2.50 T 8.00 10.50 0.397 1.610 120 112.9 17.7 8.00 A03 << 195.1 << 32.31 9.54 0.00 41.85 A04 8.00 24.00 2E 12.31 36.31 0.263 2.157 120 195.1 17.1 8.00 A04 << 195.1 << 41.85 12.74 0.00 54.59 A05 8.00 30.00 3E 18.46 48.46 0.263 2.157 120 195.1 17.1 8.00 A05 << 195.1 << 54.59 8.01 0.00 62.60 A06 8.00 12.00 3E 18.46 30.46 0.263 2.157 120 195.1 17.1 8,00 A06 << 195.1 << 62,60 2.11 0.00 64.70 RT1 8.00 10.00 2E 11.26 21.26 0.099 2.635 120 195.1 11.4 0.00 RBI << 195.1 << 71.72 7.49 0.00 79.21 R82 0.00 55.00 55.00 0.136 2.469 120 195.1 13.0 0.00 RBI >> 195.1 >> 71.72 -3.54 -3.47 64.70 RT1 8.00 8.00 2ECB 27.73 35.73 0.099 2.635 120 195.1 11.4 0.00 R82 << 195.1 << 79.21 2.35 0.00 81.56 R83 0.00 2.00 BT 15.30 17.30 0.136 2.469 120 195.1 13.0 0.00 RB3 << 195.1 << 81.56 0.26 0.00 81.82 RB4 0.00 4.00 T 16.80 20.80 0.013 4.026 120 195.1 4.9 0.00 RB4 << 245.1 << 81.82 1.56 -4.34 79.05 U01 10.00 65.00 3LGT 53.48 118,48 0.013 4.100 140 245.1 5.9 9.00 SO1 << 19.3 << 11.89 0.73 0.43 13.06 101 8.00 1.00 T 5.00 6.00 0.122 1.049 120 19.3 7.1 9.00 SO2 « 20.4 « 13,28 0.81 0.43 14.52 102 8.00 1.00 T 5.00 6.00 0.135 1.049 120 20.4 7.6 9.00 303 « 19.9 « 12.66 2.58 0.43 15.68 103 8.00 11.00 2ET 9.00 20.00 0.129 1.049 120 19.9 7.4 9.00 SO4 << 22.5 « 16.21 0.97 0.43 17.61 104 8.00 1.00 T 5.00 6.00 0.162 1.049 120 22.5 8.3 9.00 SO5 « 16.6 « 8.84 0.56 0.43 9.83 105 8.00 1.00 T 5.00 6.00 0.093 1.049 120 16.6 6.2 9.00 S06 << 17.1 « 9.36 0.59 0.43 10.38 106 8.00 1.00 T 5.00 6.00 0.098 1.049 120 17.1 6.3 9.00 507 << 18.0 << 10.32 1.66 0.43 12.42 107 8.00 8.50 ET 7.00 15.50 0.107 1.049 120 18.0 6.7 9.00 508 << 19.2 << 11.75 0.72 0.43 12.91 TO8 8.00 1.00 T 5.00 6.00 0.121 1.049 120 19.2 7.1 9.00 S09 << 20.2 << 13.03 0.80 0.43 14.26 T09 8.00 1.00 T 5.00 6.00 0.133 1.049 120 20.2 7.5 9.00 S10 << 21.7 << 15,05 0.91 0.43 16.40 T10 8.00 1.00 T 5.00 6.00 0.152 1.049 120 21.7 8.0 8.00 101 << 19.3 << 13.06 1.46 0.00 14.52 102 8.00 8.00 2E 4.00 12.00 0.122 1.049 120 19.3 7.1 8.00 102 << 39.7 << 14.52 1.16 0.00 15.68 103 8.00 2.50 2.50 0.463 1.049 120 39.7 14.7 8.00 103 << 59.6 << 15.68 1.94 0.00 17.61 104 8.00 7.50 7.50 0.258 1.380 120 59.6 12.8 8.00 105 << 16.6 << 9.83 0.56 0.00 10.38 106 8.00 6.00 6.00 0.093 1.049 120 16.6 6.2 8.00 106 << 33.8 << 10.38 2.03 0.00 12.42 107 8.00 13.50 ET 9.00 22.50 0.090 1.380 120 33.8 7.2 8.00 107 << 51.8 << 12.42 0.50 0.00 12.91 108 8.00 2,50 2.50 0.199 1.380 120 51.8 11.1 8.00 108 << 71.0 << 12.91 1.35 0.00 14.26 109 8.00 8.00 8.00 0.168 1.610 120 71.0 11.2 8.00 109 << 91.2 << 14.26 2.14 0.00 16.40 T10 8.00 8.00 8.00 0.267 1.610 120 91.2 14.3 FW: r:hecks a:._._...._._....... 1.!1..< /20:1.3 :i r:?r 'i`. .1.1.;,11:,)�=i t):I'; F...�,,r i':><. i.<;;t,A.l<: I 'f'o w:a i"'a i r 1:7'4+ Ci i o w I.r:'v Dr:3:;S'1 cal 01 <)lJ i:i_ (21.5)--337-706X) -II :;;:;;I;ii::::1, ii.." :K. iro II< .11. ii!:::!: 11 ,ia, 11. i1,g:it VII 0::::v:!:::,..0;;;;!! o :". Job No,-; UPPER RIDGE Des i g n densi ty.... .15 Supplied f 1 ol,..,1 and pr es s u r e is based on 79.05 psi available at supply ( 100. 44 psi is actually available ) Ref . PRESSURE K FLOW Percent: Ref . Pt. Pt p..,,,, Pn Factor Actua.1 MinimuM Excess Pt P54 81.82 81..82 0.00 50.0 .50.0 0,.,0% R134 $01 11.89 .11.89 .5 .60 .19. 3 .15 .0 28 .7% 30.1 502 13..28 13. 28 560 20 .4 18. 0 1.3„3% SO2 .12„66 !".:.::, 1(),,9 15.0 32..7% SO3 SO4 16.21 .16.21 5.60 22.,5 .18 .0 25.0% SO4 16,,6 .15,.,0 .1..0.7% S0.5 306 9,.36 9.36 5. 60 17„1, .1..5.0 14.0% 3O6 307 10,,:32 10.3:2 5.6,0 I ,,0 18,,0 0,.,0% SO7 SO8 11..75 11_75 5. 60 :L9 .2 18 .0 6.7% S08 SO9 1.... .0:3 .1.3.03 5..,60 :',;::`,0„2 18.0 1:2. 3.10 15.05 1.5„05 5 .60 21 .7 18.0 :20.6% 310 Calcs By PR Checked: .11/14/20.13 Se r *3 10 0 80* Hype r cal.c P r-o q r a in b y C:r-o w 1 e c' De:E,...i g n Co r o up„ (215)-337-7060 102.0_ 96.0 90.0 84.0 78.0_ + ( 79.0 @ 495) 72.0_ 66.0_ 60.01 54.0 * 48.01 42.0 36.0 30.0 24.0 18.0 12.0 6.0_ 0.0_ 1 I 1 0 1000 1500 2000 2500 3000 3500 4000 4500 !,,r...e ::s::s lA r e r"X o w .1..0 ..„00 0..00 94.:00 1198 .00 0 4742.73 II 11.-.I! 11::;;V. ..:11:: II:.::u'I:ic:!i II Il::;il IL...11 ::II:: 1! II:::31 ::il:: nit 1I,i:ai 11::;;I!—1Ili....li 11• •It il'"'li il::::� "II tl;:::li it ,!! il' 'li�t•"•It :::: win!u wiii!! u•' _ WAI II II-11 V' IF.::11 IR ell 11.11 fi IL IC: 0:::::: Ph II 0:::::: LAI 0 Oh -11- II CAI Fr. II.JHP'1E,11 IR Ell! i Elorali BUILDING c NORTHAMPTON MA. !IallAITD,01riLl -LALAo!qd IET.5e RED HAWK FIRE & SECURITY 32 Char Drive Westfield MA, 01085 Design Specifications Water Supply Information System Demand Density : 0.150 102.00 psi 0 0.00 gpm 79.05 psi Design Area: avt40 94.00 psi @ 1198.00 gpm @ 8.5_s&err 245. 1 gpro 6-Airi16,' 424,,,,r Am TE,49 E,cir + 250.0 qpm Hose lmcict.:4,31. 1 lu 41"::::0"E'i. AL qr1rDurli el' Jo' ''' H::; V01.0::::::1....-,:co = '.',:',..),12:1 —643 ir.:::),:s;. 1 Notes: 5 0-. 0 67,41 A Do e 6 /-c)ie., ,•. OmE s r/c 4/17-6-: us4Ce ,,zt.v Zo 4'3 List of Fitting Abbreviations Example: E2TC = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H : CPVC Elbow 0 : V 1$ : Butt'flyVa .t : CPVC Tee-B P C : Check Va. 3 : CPVC Coup. 0 !: X : Backflow P C) : DryPipeVa K : cPVC Tee--F R : Y : E : Std. Elbow L : LongTurnEl 3 : Z F : 45 Elbow M : T. : Std. Tee C' : Gate Va H U „ Males By: PR Checked: 11/14/2013 Ser::*310080* Nit) Proaram bv Crovilo.v Desian Groun.. (215)-337-7060 2.3 Control Valve Signal The fire sprinkler system control valves are equipped with tamper switches to indicate either partial or complete closure. The tamper switches shall send a supervisory signal to the Fire Alarm Panel. Section 3—Testing Criteria 3.1 Personnel a) The installing contractor shall notify the owner and the local fire department of the testing schedule for the installation of the fire sprinkler system so that each may be represented at the time of testing. b) Testing shall be in compliance with the requirements of NFPA 13R 2007. A hydrostatic test of the fire sprinkler piping shall be performed at 200 psi for 2 hours. 3.2 Testing Equipment and Tools As-built drawings Notification Announcement Manufacturer's installation instructions, maintenance manuals,portable test pump and gauges, hoses and connections for piping hydrostatic test. 3.3 Approval Requirements A signed Contractor's Test and Material Certificate shall be given to each party as outlined in Section 3.1b to document system operation and testing. 1.4 Fire Protection System to be Installed a) Water Supply and Hydrants A new four(4) inch underground supply will be installed by others into the building. The existing hydrants shall serve as the hydrants for this building. b) Automatic Fire Sprinkler System The fire sprinkler system shall be designed in accordance with the requirements of NFPA 13R 2007. As allowed by NFPA 13R,the following areas shall not require fire sprinklers: Bathrooms less than 55 sq. ft. Closets less than 24 sq. ft. and the least dimension does not exceed 3'-0" Floor and ceiling spaces. Unused Attic Spaces. Stairs that are open and attached. Crawl Spaces. Fire sprinklers shall be installed on the outside porches and canopies as required by the Massachusetts State Building Code Section 903.3.1.2.1. A backflow preventer shall be installed on the underground service inside the building. A Storz Fire Department Connection shall be installed on the building in coordination with the local fire department. Section 2—Sequence of Operation 2.1 The fire sprinkler system will be monitored by a third party monitoring company. 2.2 Fire Sprinkler System Water Flow Upon sprinkler system water flow,the following functions shall be performed: • Indicate condition at the Fire Alarm Panel • Initiate building evacuation through building alarm system • Transmit alarm signal to central stations Section-1 Basis of Design 1.1a This is a new two-story townhouse with a basement that will be protected by an automatic sprinkler system in accordance with the requirements of NFPA 13R, "Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height." There is a sufficient public water supply to meet the hydraulic demands of the building. 1.1b The building is classified by the architect as R-3 (Residential) Townhouse. The aggregate area of this townhouse is 9,288sq.ft. (riot including detached garage) 780 CMR 51.00 Massachusetts Residential Code Eighth Edition Section R313.1.1 (2) allows a townhouse building with an aggregate area less than 12,000 square feet to have a fire sprinkler system designed in accordance with NFPA 13R. l.lc The building is 30' -6" in height. 1.1d The building has (2)two stories above grade. 1.1e There is a basement in this building. 1.1f The construction of the building is classified by the architect as 5B—Combustible Unprotected. 1.1g There appears to be no hazardous material usage or storage at this time. 1.1h There is site access arrangement for emergency response vehicles. 1.2 Applicable Laws,Regulations, and Standards NFPA 13R 2007 Installation of Sprinkler Systems in Residential Occupancies up to and including four stories in height. Massachusetts State Building Code 780 CMR Eighth Edition Massachusetts Residential Code 780 CMR 51.00 Eighth Edition IBC 2009 1.3 Design Responsibility for the Fire Sprinkler System The design responsibility of the fire sprinkler system is the installing contractor of the project. Fire Sprinkler System Protection Narrative Report Upper Ridge Townhouse A Village Hill Northampton, MA Architect: Kuhn Riddle Architects 28 Amity Street — Suite 2B Amherst, MA 01002 General Contractor: Wright Builders 48 Bates Street Northampton, MA 01060 Prepared By: Red Hawk Fire & Security 32 Char Drive Westfield, MA 01085 Telephone: 413-568-4709 %431 to 13 3 giq - /Leg Wright Builders, Inc. 1�,,n``((� i` '``'' i i`-°• _�� M Ol �RAZ1j' L\I:j 48 Bates Street 1 j 1 ii Northampton, Ma 010641 t DEC ,' 4 20/3 € ' ' Date 12/4/2013 Job No. 13-910 I a; I Attention: (413) 586-8287 r_!- ' - _. Re: Fax(413) 587-9276 ,:;ions Upper Ridge - Bid; A 21, 23, 25, 27 Moser Street To: Louis Hasbrouck/ Chuck Miller Northampton, MA 01060 Northampton Building Dept We are Sending You i Attached E Under Separate Cover via The Following Items: E Shop Drawings l✓ Prints l_.. Plans f- Samples 1- Specifications r Copy of Letter E Change Order f Copies Date No. Description Original Stamped and Signed: 1 12/3/13 Fire Sprinkler Drawings 1 12/3/13 Hydraulic Calculations Area #1, 2 and 3 1 12/3/13 Fire Sprinkler Narrative These are Transmitted as checked below: 1✓ For approval t.._ Approved as submitted 1- Resubmit _copies for approval !i� For your use I Approved as noted t__ Submit copies for distribution C As Requested I— Returned for corrections r- Return corrected prints fr For review and comment E E FOR BIDS DUE E PRINTS RETURNED AFTER LOAN TO US Remarks Copy to File Signed: Linda Gaudreau