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HomeMy WebLinkAboutMiscellaneous - 351 HOLT ROAD 4/30/2018 (2)N �e �o �S ® ® 0 W 0 0 v �� N o poi m IZ aZ 04 Z bi IF! o / (W7 Initial Construction ControlDocument To be submitted with the building permit application by a Registered Design Professional for work per the 8t" edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 351 Holt Road Rooftop Unit Gas Piping Date: December 22, 2017 Property Address: 351 Holt Road, North Andover, MA 01845 Project: Check (x) one or both as applicable: New construction X Existing Construction Project description: Construction of new self storage facility I Ronald Golay MA Registration Number: 31881 Expiration date: 06/30/18 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project.I understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar withthe progress and quality of the work and to determine if the work is being performed in a manner consistentwith theapproved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports (see item 3.) together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet" or electronic signatureand seal: Phone number: 978-846-0580 Email: ron.golay@gmail.com Building Official Use Only Building Official Name: Permit No.: Date: LOA Note 1. Indicate with an `x' project design plans, computations and specifications that you prepared or directly supervised. If `other' is chosen, provide a description. Version 06 11 2013 IRt co Ict co N 41 hbhZq 7j z�/� CO Vi G O Z t..i W CL Z W O S G w W LLI CL z m 0 U W a Z Z_ J_ D m c O W a) 70 O U E m CL a� C: m .D L H a c m O t7 O O F- m oz a N O c L) LU CLz m w c 0 Q LU n. a m m z m 0 Lu __M z ? a Q O L)> c O o O z v a Q a d Z.2 > m W 0 Q O a N >> m CD Lu =j N O LU O O O N 0 0 .� J O J O O Q O O +. 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Q 0 m c CO 0 m CL a 2i 2cOccic�iN �p LU 0 ° � O J N O Q °OW cU c o m c Q== 0 "w LnZ N M a0 d U) c maw c w LL N d 1) N •> O H w m 7 w Z WE o o m a'0 a >Q NEr>>=, O L Q C HsaY aYQ> 7j z�/� CO Vi G O Z t..i W CL Z W O S G w W LLI CL z m 0 U W a Z Z_ J_ D m c O W a) 70 O U E m CL a� C: m .D L H LD x LO U O c Y m o v o H `m O« "o a ro d N inc4r o ■ o co � a rn0CD y N � U 1n O CO O N N N DO DD U V Lo to CL M m ) N c3 a N O O U = � 0) J N i Fo �� Pi +, R _ _ _ Fire Protection by Computer Design Legacy Fire Protection, Inc. 592 Center Street Ludlow, MA 01056 (413) 589-0672 Job Name : Building FP -1 Location 351 Holt Road N.Andover, MA System 1 Contract Data File Lifoam Area1.WXF Scott D. Henderson` HOF o SCOTT D. F� PRS C.. 12:20:56 6 2017.10.0_ M._, '00'04 - Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Legacy Fire Protection, Inc. HYDRAULIC CALCULATIONS for Project name: Lifoam Location: 351 Holt Road N.Andover, MA Drawing no: FP -1 Date: 10-2-17 Design Remote area number. 1 Remote area location: Zone A Occupancy classification: Piled Exposed Expanded Group A Plastics Density: .80 - Gpm/SgFt Area of application: 2516 - SgFt Coverage per sprinkler. 96-88 - SgFt Type of sprinklers calculated. CMDA K16.8 No. of sprinklers calculated. 28 In -rack demand: N/A - GPM Hose streams: 500 - GPM Total water required (including hose streams): 2899.152 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 9/5/2017 Location: 351 Holt Rd Source: RDK Engineers / N.Andover Water Dept Name of contractor. Legacy Fire Protection, Inc. Address: 592 Center Street Ludlow, MA 01056 Phone number: 413-589-0672 Name of designer: John Meal Authority having jurisdiction: N. Andover Fire Department Notes: (Include peaking information or gridded systems here.) @ 91.999 -Psi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Date N O O N N a0 U c a� o c) U U(1) >+O Q a - CL L U L � +�+ M cu D7 J 0LO r 0�:LO 0rn NOO 0)N 0) •00• Om, o00� N LO N 3N ^E -0 (D clad cp O oEEEE O > w w O .O (C �NUON� N w u)co — U) I I I N I a crNN OM (p E00020fn N N O O N O O N CR O < O coZ r _ O J U- C) Lf) r U') O 00 LO CN M O 0 r r r N 7 7 Cl) 3 O NamIn pU O'O o O r CO L nNN V Q O I I I Q M— �UUU M CD V) 'V CD M CD N CD O O O O O O O O O O U r r r r r r O M ti O LO � M N r w w w w 0 Q� w r- 00 0 Cl) O Q U) 2 Z E m L i r N 0 U C U N f6 a T 2 T U E (LO O O Cl. 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S1 23.75 16.8 20.92 na 76.84 0.8 96 7.0 F1 22.83 23.06 na S2 23.75 16.8 21.56 na 78.02 0.8 96 7.0 F2 22.83 23.75 na S3 23.75 16.8 23.92 na 82.16 0.8 96 7.0 F3 22.83 26.28 na MIA 22.83 33.04 na M1 21.0 39.41 na M2 21.0 39.44 na M3 21.0 39.56 na M4 21.0 39.81 na M5 21.0 40.23 na M6 21.0 40.8 na M7 21.0 41.31 na M8 21.0 41.78 na M9 21.0 43.83 na M9A 22.83 45.62 na C9A 22.83 47.96 na 69A 22.83 50.68 na B9 21.0 56.87 na B10 21.0 57.45 na 10 21.0 63.5 na TOR 21.0 65.61 na B1 21.0 56.39 na B1A 22.83 55.08 na C1 21.0 48.16 na CIA 22.83 46.98 na S4 23.75 16.8 28.22 na 89.25 0.8 96 7.0 F4 22.83 30.91 na S5 23.75 16.8 28.22 na 89.25 0.8 96 7.0 F5 22.83 31.0 na S6 23.75 16.8 28.36 na 89.47 0.8 88 7.0 F6 22.83 31.07 na B2 21.0 56.4 na 62A 22.83 55.09 na C2 21.0 48.16 na C2A 22.83 47.01 na S10 23.75 16.8 28.61 na 89.86 0.8 96 7.0 F10 22.83 31.33 na S11 23.75 16.8 28.18 na 89.18 0.8 96 7.0 F11 22.83 30.87 na S12 23.75 16.8 28.26 na 89.31 0.8 88 7.0 F12 22.83 30.95 na S7 23.75 16.8 20.9 na 76.8 0.8 96 7.0 F7 22.83 23.03 na S8 23.75 16.8 21.54 na 77.97 0.8 96 7.0 F8 22.83 23.72 na S9 23.75 16.8 23.89 na 82.12 0.8 96 7.0 F9 22.83 26.25 na M2A 22.83 33.0 na B3 21.0 56.42 na 63A 22.83 55.12 na C3 21.0 48.19 na C3A 22.83 47.04 na S16 23.75 16.8 28.68 na 89.96 0.8 96 7.0 F16 22.83 31.4 na S17 23.75 16.8 28.25 na 89.29 0.8 96 7.0 F17 22.83 30.94 na S18 23.75 16.8 28.33 na 89.42 0.8 88 7.0 F18 22.83 31.03 na S13 23.75 16.8 20.96 na 76.91 0.8 96 7.0 F13 22.83 23.1 na S14 23.75 16.8 21.6 na 78.08 0.8 96 7.0 F14 22.83 23.79 na S15 23.75 16.8 23.96 na 82.23 0.8 96 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Legacy Fire Protection, Inc. Page 5 Date Node No. Elevation K -Fact Pt Actual Pn Flow Actual Density Area Press Req. F15 22.83 26.33 na M3A 22.83 33.09 na 84 21.0 56.46 na 134A 22.83 55.16 na C4 21.0 48.25 na C4A 22.83 47.1 na S22 23.75 16.8 28.78 na 90.13 0.8 96 7.0 F22 22.83 31.52 na S23 23.75 16.8 28.36 na 89.47 0.8 96 7.0 F23 22.83 31.06 na S24 23.75 16.8 28.44 na 89.6 0.8 88 7.0 F24 22.83 31.15 na S19 23.75 16.8 21.09 na 77.15 0.8 96 7.0 F19 22.83 23.24 na S20 23.75 16.8 21.74 na 78.33 0.8 96 7.0 F20 22.83 23.94 na S21 23.75 16.8 24.11 na 82.49 0.8 96 7.0 F21 22.83 26.49 na M4A 22.83 33.29 na B5 21.0 56.52 na 65A 22.83 55.22 na C5 21.0 48.35 na C5A 22.83 47.31 na S26 23.75 16.8 30.97 na 93.49 0.8 96 7.0 F26 22.83 33.87 na S27 23.75 16.8 30.72 na 93.11 0.8 96 7.0 F27 22.83 33.6 na S28 23.75 16.8 30.97 na 93.5 0.8 88 7.0 F28 22.83 33.87 na S25 23.75 16.8 32.49 na 95.76 0.8 96 7.0 F25 22.83 35.5 na M5A 22.83 36.76 na B6 21.0 56.6 na 86A 22.83 55.32 na C6 21.0 48.48 na C6A 22.83 47.7 na M6A 22.83 40.41 na B7 21.0 56.71 na 137A 22.83 55.43 na C7 21.0 48.61 na C7A 22.83 47.84 na M7A 22.83 40.9 na B8 21.0 56.84 na 68A 22.83 55.57 na C8 21.0 48.73 na C8A 22.83 47.96 na M8A 22.83 41.35 na B10A 22.83 56.15 na C10 21.0 48.81 na C10A 22.83 48.12 na M10 21.0 43.87 na M10A 22.83 43.34 na B11 21.0 57.04 na B1 1A 22.83 55.76 na C11 21.0 48.85 na C11A 22.83 48.15 na M11 21.0 43.91 na M11A 22.83 43.38 na B12 21.0 56.98 na B12A 22.83 55.71 na C12 21.0 48.89 na C12A 22.83 48.18 na M12 21.0 43.94 na M12A 22.93 43.37 na B13 21.0 56.95 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Legacy Fire Protection, Inc. Page 6 Date Node No. Elevation K -Fact Pt Actual Pn Flow Density Area Press Actual Req. BI 3A 22.83 55.68 na C13 21.0 48.91 na C13A 22.83 48.2 na M13 21.0 43.96 na M13A 0.0 53.32 na B14 21.0 56.93 na B14A 22.83 55.66 na C14 21.0 48.92 na C14A 22.83 48.21 na M14 21.0 43.97 na M14A 0.0 53.33 na B15 21.0 56.92 na B15A 22.83 55.65 na C15 21.0 48.93 na C15A 22.83 48.22 na M15 21.0 43.98 na M15A 0.0 53.34 na B16 21.0 56.91 na B16A 22.83 55.65 na C16 21.0 48.93 na C16A 22.83 48.22 na M16 21.0 43.98 na M16A 0.0 53.34 na C9 21.0 48.75 na B1B 21.0 56.39 na FDVB 4.0 42.43 na 100.0 BOR 2.0 78.13 na 7 -6.0 85.51 na 6 2.0 83.0 na 5 2.0 90.55 na TEST 0.0 92.0 na 400.0 The maximum velocity is 25.26 and it occurs in the pipe between nodes B10 and 10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 7 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 S1 76.84 1.61 T 8.0 0.920 20.921 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F1 76.84 0.1950 0.0 8.920 1.739 Vel = 12.11 F1 0.0 2.067 0.0 12.000 23.058 to 120.0 0.0 0.0 0.0 F2 76.84 0.0578 0.0 12.000 0.693 Vel = 7.35 0.0 76.84 23.751 K Factor= 15.77 S2 78.02 1.61 T 8.0 0.920 21.564 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F2 78.02 0.2006 0.0 8.920 1.789 Vel = 12.30 F2 76.84 2.067 0.0 12.000 23.751 to 120.0 0.0 0.0 0.0 F3 154.86 0.2110 0.0 12.000 2.532 Vel = 14.81 0.0 154.86 26.283 K Factor= 30.21 S3 82.16 1.61 T 8.0 0.920 23.917 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F3 82.16 0.2206 0.0 8.920 1.968 Vel = 12.95 F3 154.86 2.067 T 10.0 4.560 26.283 to 120.0 0.0 10.000 0.0 M 1 A 237.02 0.4637 0.0 14.560 6.752 Vel = 22.66 M 1 A 114.05 2.469 T 12.0 1.830 33.035 to 120.0 0.0 12.000 0.793 Mi 351.07 0.4037 0.0 13.830 5.583 Vel = 23.53 Mi 0.0 6.357 0.0 8.000 39.411 to 120.0 0.0 0.0 0.0 M2 351.07 0.0040 0.0 8.000 0.032 Vel = 3.55 M2 353.36 6.357 0.0 8.000 39.443 to 120.0 0.0 0.0 0.0 M3 704.43 0.0146 0.0 8.000 0.117 Vel = 7.12 M3 354.21 6.357 0.0 8.000 39.560 to 120.0 0.0 0.0 0.0 M4 1058.64 0.0311 0.0 8.000 0.249 Vel = 10.70 M4 355.79 6.357 0.0 8.000 39.809 to 120.0 0.0 0.0 0.0 M5 1414.43 0.0531 0.0 8.000 0.425 Vel = 14.30 M5 236.07 6.357 0.0 8.000 40.234 to 120.0 0.0 0.0 0.0 M6 1650.5 0.0707 0.0 8.000 0.566 Vel = 16.68 M6 -84.73 6.357 0.0 8.000 40.800 to 120.0 0.0 0.0 0.0 M7 1565.77 0.0641 0.0 8.000 0.513 Vel = 15.83 M7 -82.45 6.357 0.0 8.000 41.313 to 120.0 0.0 0.0 0.0 M8 1483.32 0.0580 0.0 8.000 0.464 Vel = 14.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 8 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 M8 -80.37 6.357 T 37.72 1.420 41.777 to 120.0 0.0 37.720 0.0 M9 1402.95 0.0523 0.0 39.140 2.048 Vel = 14.18 M9 -471.39 4.26 E 13.167 1.830 43.825 to 120.0 0.0 13.167 -0.793 M9A 931.56 0.1724 0.0 14.997 2.586 Vel = 20.97 M9A 0.0 6.357 0.0 95.480 45.618 to 120.0 0.0 0.0 0.0 C9A 931.56 0.0245 0.0 95.480 2.343 Vel = 9.42 C9A 55.27 6.357 E 17.603 82.020 47.961 to 120.0 0.0 17.603 0.0 B9A 986.83 0.0273 0.0 99.623 2.720 Vel = 9.98 139A 0.0 4.26 T 26.334 1.830 50.681 to 120.0 0.0 26.334 0.793 B9 986.83 0.1917 0.0 28.164 5.400 Vel = 22.21 B9 860.99 6.357 0.0 6.580 56.874 to 120.0 0.0 0.0 0.0 B10 1847.82 0.0872 0.0 6.580 0.574 Vel = 18.68 B10 651.33 6.357 T 37.72 2.040 57.448 to 120.0 0.0 37.720 0.0 10 2499.15 0.1523 0.0 39.760 6.055 Vel = 25.26 10 0.0 8.249 E 21.141 28.160 63.503 to 120.0 0.0 21.141 0.0 TOR 2499.15 0.0428 0.0 49.301 2.112 Vel = 15.00 0.0 2499.15 65.615 K Factor = 308.53 B1 -96.59 2.469 T 12.0 1.830 56.389 to 120.0 0.0 12.000 -0.793 131A -96.59 -0.0371 0.0 13.830 -0.513 Vel = 6.47 B1A 0.0 2.067 T 10.0 82.000 55.083 to 120.0 0.0 10.000 0.0 C1A -96.59 -0.0881 0.0 92.000 -8.106 Vel = 9.24 0.0 -96.59 46.977 K Factor = -14.09 C1 -57.33 2.157 T 12.307 1.830 48.155 to 120.0 0.0 12.307 -0.793 C1A -57.33 -0.0272 0.0 14.137 -0.385 Vel = 5.03 C 1 A -96.59 2.067 T 10.0 67.000 46.977 to 120.0 0.0 10.000 0.0 F4 -153.92 -0.2086 0.0 77.000 -16.066 Vel = 14.72 0.0 -153.92 30.911 K Factor = -27.68 S4 89.25 1.61 T 8.0 0.920 28.220 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F4 89.25 0.2571 0.0 8.920 2.293 Vel = 14.07 F4 -64.67 2.067 0.0 12.000 30.911 to 120.0 0.0 0.0 0.0 F5 24.58 0.0070 0.0 12.000 0.084 Vel = 2.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 9 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 0.0 24.58 30.995 K Factor = 4.42 S5 89.25 1.61 T 8.0 0.920 28.220 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F4 89.25 0.2571 0.0 8.920 2.293 Vel = 14.07 0.0 89.25 30.911 K Factor = 16.05 F5 24.58 2.067 0.0 10.000 30.995 to 120.0 0.0 0.0 0.0 F6 24.58 0.0070 0.0 10.000 0.070 Vel = 2.35 0.0 24.58 31.065 K Factor = 4.41 S6 89.47 1.61 T 8.0 0.920 28.363 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F6 89.47 0.2583 0.0 8.920 2.304 Vel = 14.10 F6 24.58 2.067 T 10.0 6.440 31.065 to 120.0 0.0 10.000 0.0 M1A 114.05 0.1198 0.0 16.440 1.970 Vel = 10.90 0.0 114.05 33.035 K Factor= 19.84 B2 -96.44 2.469 T 12.0 1.830 56.396 to 120.0 0.0 12.000 -0.793 132A -96.44 -0.0369 0.0 13.830 -0.511 Vel = 6.46 62A 0.0 2.067 T 10.0 82.000 55.092 to 120.0 0.0 10.000 0.0 C2A -96.44 -0.0879 0.0 92.000 -8.084 Vel = 9.22 0.0 -96.44 47.008 K Factor = -14.07 C2 -55.44 2.157 T 12.307 1.830 48.163 to 120.0 0.0 12.307 -0.793 C2A -55.44 -0.0256 0.0 14.137 -0.362 Vel = 4.87 C2A -96.44 2.067 T 10.0 67.000 47.008 to 120.0 0.0 10.000 0.0 F10 -151.88 -0.2036 0.0 77.000 -15.675 Vel = 14.52 0.0 -151.88 31.333 K Factor = -27.13 S10 89.86 1.61 T 8.0 0.920 28.613 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F10 89.86 0.2603 0.0 8.920 2.322 Vel = 14.16 F10 -151.87 2.067 0.0 12.000 31.333 to 120.0 0.0 0.0 0.0 F11 -62.01 -0.0388 0.0 12.000 -0.466 Vel = 5.93 0.0 -62.01 30.867 K Factor = -11.16 S11 89.18 1.61 T 8.0 0.920 28.179 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F11 89.18 0.2567 0.0 8.920 2.290 Vel = 14.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 10 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 F11 -62.01 2.067 0.0 10.000 30.867 to 120.0 0.0 0.0 0.0 F12 27.17 0.0085 0.0 10.000 0.085 Vel = 2.60 0.0 27.17 30.952 K Factor = 4.88 S12 89.31 1.61 T 8.0 0.920 28.258 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F12 89.31 0.2574 0.0 8.920 2.296 Vel = 14.07 F12 27.16 2.067 T 10.0 6.440 30.952 to 120.0 0.0 10.000 0.0 M2A 116.47 0.1246 0.0 16.440 2.048 Vel = 11.14 0.0 116.47 33.000 K Factor= 20.27 M2 -353.36 2.469 T 12.0 1.830 39.443 to 120.0 0.0 12.000 -0.793 M2A -353.36 -0.4085 0.0 13.830 -5.650 Vel = 23.68 0.0 -353.36 33.000 K Factor = -61.51 S7 76.80 1.61 T 8.0 0.920 20.898 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F7 76.8 0.1947 0.0 8.920 1.737 Vel = 12.10 F7 0.0 2.067 0.0 12.000 23.033 to 120.0 0.0 0.0 0.0 F8 76.8 0.0577 0.0 12.000 0.692 Vel = 7.34 0.0 76.80 23.725 K Factor = 15.77 S8 77.97 1.61 T 8.0 0.920 21.540 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F8 77.97 0.2003 0.0 8.920 1.787 Vel = 12.29 F8 76.80 2.067 0.0 12.000 23.725 to 120.0 0.0 0.0 0.0 F9 154.77 0.2108 0.0 12.000 2.529 Vel = 14.80 0.0 154.77 26.254 K Factor= 30.21 S9 82.12 1.61 T 8.0 0.920 23.891 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F9 82.12 0.2203 0.0 8.920 1.965 Vel = 12.94 F9 154.77 2.067 T 10.0 4.560 26.254 to 120.0 0.0 10.000 0.0 M2A 236.89 0.4633 0.0 14.560 6.746 Vel = 22.65 0.0 236.89 33.000 K Factor = 41.24 B3 -96.40 2.469 T 12.0 1.830 56.419 to 120.0 0.0 12.000 -0.793 133A -96.4 -0.0369 0.0 13.830 -0.511 Vel = 6.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 11 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 133A 0.0 2.067 T 10.0 82.000 55.115 to 120.0 0.0 10.000 0.0 MA -96.4 -0.0878 0.0 92.000 -8.077 Vel = 9.22 0.0 -96.40 47.038 K Factor = -14.06 C3 -55.28 2.157 T 12.307 1.830 48.191 to 120.0 0.0 12.307 -0.793 C3A -55.28 -0.0255 0.0 14.137 -0.360 Vel = 4.85 C3A -96.40 2.067 T 10.0 67.000 47.038 to 120.0 0.0 10.000 0.0 F16 -151.68 -0.2031 0.0 77.000 -15.636 Vel = 14.50 0.0 -151.68 31.402 K Factor = -27.07 S16 89.96 1.61 T 8.0 0.920 28.676 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F16 89.96 0.2610 0.0 8.920 2.328 Vel = 14.18 F16 -151.67 2.067 0.0 12.000 31.402 to 120.0 0.0 0.0 0.0 F17 -61.71 -0.0385 0.0 12.000 -0.462 Vel = 5.90 0.0 -61.71 30.940 K Factor = -11.09 S17 89.29 1.61 T 8.0 0.920 28.247 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F17 89.29 0.2573 0.0 8.920 2.295 Vel = 14.07 F17 -61.71 2.067 0.0 10.000 30.940 to 120.0 0.0 0.0 0.0 F18 27.58 0.0086 0.0 10.000 0.086 Vel = 2.64 0.0 27.58 31.026 K Factor = 4.95 S18 89.42 1.61 T 8.0 0.920 28.327 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F18 89.42 0.2580 0.0 8.920 2.301 Vel = 14.09 F18 27.57 2.067 T 10.0 6.440 31.026 to 120.0 0.0 10.000 0.0 M3A 116.99 0.1257 0.0 16.440 2.066 Vel = 11.19 0.0 116.99 33.092 K Factor= 20.34 M3 -354.22 2.469 T 12.0 1.830 39.560 to 120.0 0.0 12.000 -0.793 M3A -354.22 -0.4103 0.0 13.830 -5.675 Vel = 23.74 0.0 -354.22 33.092 K Factor = -61.58 S13 76.91 1.61 T 8.0 0.920 20.958 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F13 76.91 0.1953 0.0 8.920 1.742 Vel = 12.12 F13 0.0 2.067 0.0 12.000 23.098 to 120.0 0.0 0.0 0.0 F14 76.91 0.0578 0.0 12.000 0.694 Vel = 7.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 12 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 0.0 76.91 23.792 K Factor= 15.77 S14 78.08 1.61 T 8.0 0.920 21.603 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F14 78.08 0.2008 0.0 8.920 1.791 Vel = 12.30 F14 76.92 2.067 0.0 12.000 23.792 to 120.0 0.0 0.0 0.0 F15 155.0 0.2113 0.0 12.000 2.536 Vel = 14.82 0.0 155.00 26.328 K Factor= 30.21 S15 82.23 1.61 T 8.0 0.920 23.959 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F15 82.23 0.2210 0.0 8.920 1.971 Vel = 12.96 F15 155.00 2.067 T 10.0 4.560 26.328 to 120.0 0.0 10.000 0.0 M3A 237.23 0.4646 0.0 14.560 6.764 Vel = 22.68 0.0 237.23 33.092 K Factor= 41.24 B4 -96.27 2.469 T 12.0 1.830 56.458 to 120.0 0.0 12.000 -0.793 134A -96.27 -0.0368 0.0 13.830 -0.509 Vel = 6.45 64A 0.0 2.067 T 10.0 82.000 55.156 to 120.0 0.0 10.000 0.0 C4A -96.27 -0.0876 0.0 92.000 -8.058 Vel = 9.20 0.0 -96.27 47.098 K Factor = -14.03 C4 -55.11 2.157 T 12.307 1.830 48.249 to 120.0 0.0 12.307 -0.793 C4A -55.11 -0.0253 0.0 14.137 -0.358 Vel = 4.84 C4A -96.28 2.067 T 10.0 67.000 47.098 to 120.0 0.0 10.000 0.0 F22 -151.39 -0.2024 0.0 77.000 -15.581 Vel = 14.47 0.0 -151.39 31.517 K Factor = -26.97 S22 90.13 1.61 T 8.0 0.920 28.783 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F22 90.13 0.2619 0.0 8.920 2.336 Vel = 14.20 F22 -151.38 2.067 0.0 12.000 31.517 to 120.0 0.0 0.0 0.0 F23 -61.25 -0.0379 0.0 12.000 -0.455 Vel = 5.86 0.0 -61.25 31.062 K Factor = -10.99 S23 89.47 1.61 T 8.0 0.920 28.360 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F23 89.47 0.2583 0.0 8.920 2.304 Vel = 14.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 13 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 F23 -61.26 2.067 0.0 10.000 31.062 to 120.0 0.0 0.0 0.0 F24 28.21 0.0090 0.0 10.000 0.090 Vel = 2.70 0.0 28.21 31.152 K Factor = 5.05 S24 89.60 1.61 T 8.0 0.920 28.444 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F24 89.6 0.2590 0.0 8.920 2.310 Vel = 14.12 F24 28.21 2.067 T 10.0 6.830 31.152 to 120.0 0.0 10.000 0.0 M4A 117.81 0.1273 0.0 16.830 2.142 Vel = 11.26 0.0 117.81 33.294 K Factor= 20.42 M4 -355.79 2.469 T 12.0 1.830 39.809 to 120.0 0.0 12.000 -0.793 M4A -355.79 -0.4137 0.0 13.830 -5.722 Vel = 23.84 0.0 -355.79 33.294 K Factor = -61.66 S19 77.16 1.61 T 8.0 0.920 21.092 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F19 77.16 0.1964 0.0 8.920 1.752 Vel = 12.16 F19 0.0 2.067 0.0 12.000 23.242 to 120.0 0.0 0.0 0.0 F20 77.16 0.0581 0.0 12.000 0.697 Vel = 7.38 0.0 77.16 23.939 K Factor= 15.77 S20 78.33 1.61 T 8.0 0.920 21.740 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F20 78.33 0.2019 0.0 8.920 1.801 Vel = 12.34 F20 77.16 2.067 0.0 12.000 23.939 to 120.0 0.0 0.0 0.0 F21 155.49 0.2127 0.0 12.000 2.552 Vel = 14.87 0.0 155.49 26.491 K Factor= 30.21 S21 82.49 1.61 T 8.0 0.920 24.110 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F21 82.49 0.2223 0.0 8.920 1.983 Vel = 13.00 F21 155.49 2.067 T 10.0 4.560 26.491 to 120.0 0.0 10.000 0.0 M4A 237.98 0.4672 0.0 14.560 6.803 Vel = 22.75 0.0 237.98 33.294 K Factor= 41.24 B5 -95.32 2.469 T 12.0 1.830 56.517 to 120.0 0.0 12.000 -0.793 65A -95.32 -0.0362 0.0 13.830 -0.500 Vel = 6.39 135A 0.0 2.067 T 10.0 82.000 55.224 to 120.0 0.0 10.000 0.0 C5A -95.32 -0.0860 0.0 92.000 -7.911 Vel = 9.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 14 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 0.0 -95.32 47.313 K Factor = -13.86 C5 -44.48 2.157 T 12.307 1.830 48.347 to 120.0 0.0 12.307 -0.793 C5A -44.48 -0.0170 0.0 14.137 -0.241 Vel = 3.91 C5A -95.32 2.067 T 10.0 67.000 47.313 to 120.0 0.0 10.000 0.0 F26 -139.8 -0.1746 0.0 77.000 -13.446 Vel = 13.37 0.0 -139.80 33.867 K Factor = -24.02 S26 93.49 1.61 T 8.0 0.920 30.970 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F26 93.49 0.2802 0.0 8.920 2.499 Vel = 14.73 F26 -139.80 2.067 0.0 12.000 33.867 to 120.0 0.0 0.0 0.0 F27 -46.31 -0.0227 0.0 12.000 -0.272 Vel = 4.43 0.0 -46.31 33.595 K Factor= -7.99 S27 93.11 1.61 T 8.0 0.920 30.717 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F27 93.11 0.2780 0.0 8.920 2.480 Vel = 14.67 F27 -46.31 2.067 0.0 12.000 33.595 to 120.0 0.0 0.0 0.0 F28 46.8 0.0231 0.0 12.000 0.277 Vel = 4.47 0.0 46.80 33.872 K Factor= 8.04 S28 93.50 1.61 T 8.0 0.920 30.974 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F28 93.5 0.2803 0.0 8.920 2.500 Vel = 14.73 F28 46.80 2.067 T 10.0 6.440 33.872 to 120.0 0.0 10.000 0.0 M5A 140.3 0.1758 0.0 16.440 2.890 Vel = 13.41 0.0 140.30 36.762 K Factor= 23.14 M5 -236.06 2.469 T 12.0 1.830 40.234 to 120.0 0.0 12.000 -0.793 M5A -236.06 -0.1937 0.0 13.830 -2.679 Vel = 15.82 0.0 -236.06 36.762 K Factor = -38.93 S25 95.76 1.61 T 8.0 0.920 32.489 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F25 95.76 0.2929 0.0 8.920 2.613 Vel = 15.09 F25 0.0 2.067 T 10.0 4.560 35.500 to 120.0 0.0 10.000 0.0 M5A 95.76 0.0867 0.0 14.560 1.262 Vel = 9.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 15 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 0.0 95.76 36.762 K Factor= 15.79 B6 -93.41 2.469 T 12.0 1.830 56.599 to 120.0 0.0 12.000 -0.793 136A -93.41 -0.0349 0.0 13.830 -0.482 Vel = 6.26 136A 0.0 2.067 T 10.0 82.000 55.324 to 120.0 0.0 10.000 0.0 C6A -93.41 -0.0828 0.0 92.000 -7.621 Vel = 8.93 0.0 -93.41 47.703 K Factor = -13.52 C6 8.69 2.157 T 12.307 1.830 48.484 to 120.0 0.0 12.307 -0.793 C6A 8.69 0.0008 0.0 14.137 0.012 Vel = 0.76 C6A -93.42 2.067 T 10.0 95.480 47.703 to 120.0 0.0 10.000 0.0 M6A -84.73 -0.0691 0.0 105.480 -7.293 Vel = 8.10 0.0 -84.73 40.410 K Factor = -13.33 M6 84.73 2.469 T 12.0 1.830 40.800 to 120.0 0.0 12.000 -0.793 M6A 84.73 0.0291 0.0 13.830 0.403 Vel = 5.68 0.0 84.73 40.410 K Factor = 13.33 B7 -93.25 2.469 T 12.0 1.830 56.707 to 120.0 0.0 12.000 -0.793 137A -93.25 -0.0347 0.0 13.830 -0.480 Vel = 6.25 137A 0.0 2.067 T 10.0 82.000 55.434 to 120.0 0.0 10.000 0.0 C7A -93.25 -0.0826 0.0 92.000 -7.596 Vel = 8.92 0.0 -93.25 47.838 K Factor = -13.48 C7 10.80 2.157 T 12.307 1.830 48.613 to 120.0 0.0 12.307 -0.793 C7A 10.8 0.0013 0.0 14.137 0.018 Vel = 0.95 C7A -93.25 2.067 T 10.0 95.480 47.838 to 120.0 0.0 10.000 0.0 M7A -82.45 -0.0657 0.0 105.480 -6.935 Vel = 7.88 0.0 -82.45 40.903 K Factor = -12.89 M7 82.45 2.469 T 12.0 1.830 41.313 to 120.0 0.0 12.000 -0.793 M7A 82.45 0.0277 0.0 13.830 0.383 Vel = 5.53 0.0 82.45 40.903 K Factor= 12.89 B8 -93.31 2.469 T 12.0 1.830 56.844 to 120.0 0.0 12.000 -0.793 138A -93.31 -0.0348 0.0 13.830 -0.481 Vel = 6.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 16 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 138A 0.0 2.067 T 10.0 82.000 55.570 to 120.0 0.0 10.000 0.0 C8A -93.31 -0.0827 0.0 92.000 -7.605 Vel = 8.92 0.0 -93.31 47.965 K Factor = -13.47 C8 12.94 2.157 T 12.307 1.830 48.733 to 120.0 0.0 12.307 -0.793 C8A 12.94 0.0018 0.0 14.137 0.025 Vel = 1.14 C8A -93.31 2.067 T 10.0 95.480 47.965 to 120.0 0.0 10.000 0.0 M8A -80.37 -0.0627 0.0 105.480 -6.616 Vel = 7.68 0.0 -80.37 41.349 K Factor = -12.50 M8 80.37 2.469 T 12.0 1.830 41.777 to 120.0 0.0 12.000 -0.793 M8A 80.37 0.0264 0.0 13.830 0.365 Vel = 5.39 0.0 80.37 41.349 K Factor= 12.50 B10 -96.07 2.469 T 12.0 1.830 57.448 to 120.0 0.0 12.000 -0.793 B10A -96.07 -0.0367 0.0 13.830 -0.508 Vel = 6.44 B10A 0.0 2.067 T 10.0 82.000 56.147 to 120.0 0.0 10.000 0.0 C10A -96.07 -0.0872 0.0 92.000 -8.027 Vel = 9.19 0.0 -96.07 48.120 K Factor = -13.85 C10 28.66 2.157 T 12.307 1.830 48.806 to 120.0 0.0 12.307 -0.793 C10A 28.66 0.0076 0.0 14.137 0.107 Vel = 2.52 C10A -96.07 2.067 T 10.0 95.480 48.120 to 120.0 0.0 10.000 0.0 M 10A -67.41 -0.0453 0.0 105.480 -4.778 Vel = 6.45 0.0 -67.41 43.342 K Factor = -10.24 M10 67.41 2.469 T 12.0 1.830 43.871 to 120.0 0.0 12.000 -0.793 M 10A 67.41 0.0191 0.0 13.830 0.264 Vel = 4.52 0.0 67.41 43.342 K Factor = 10.24 B11 -93.35 2.469 T 12.0 1.830 57.036 to 120.0 0.0 12.000 -0.793 131 1A -93.35 -0.0348 0.0 13.830 -0.481 Vel = 6.26 B11A 0.0 2.067 T 10.0 82.000 55.762 to 120.0 0.0 10.000 0.0 C 11 A -93.35 -0.0827 0.0 92.000 -7.611 Vel = 8.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 17 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 0.0 -93.35 48.151 K Factor = -13.45 C11 26.02 2.157 T 12.307 1.830 48.854 to 120.0 0.0 12.307 -0.793 C11A 26.02 0.0064 0.0 14.137 0.090 Vel = 2.28 C 11 A -93.35 2.067 T 10.0 95.480 48.151 to 120.0 0.0 10.000 0.0 M 11 A -67.33 -0.0452 0.0 105.480 -4.767 Vel = 6.44 0.0 -67.33 43.384 K Factor = -10.22 Mil 67.33 2.469 T 12.0 1.830 43.913 to 120.0 0.0 12.000 -0.793 M 11 A 67.33 0.0191 0.0 13.830 0.264 Vel = 4.51 0.0 67.33 43.384 K Factor= 10.22 B12 -92.83 2.469 T 12.0 1.830 56.982 to 120.0 0.0 12.000 -0.793 B12A -92.83 -0.0344 0.0 13.830 -0.476 Vel = 6.22 B12A 0.0 2.067 T 10.0 82.000 55.713 to 120.0 0.0 10.000 0.0 C12A -92.83 -0.0819 0.0 92.000 -7.532 Vel = 8.88 0.0 -92.83 48.181 K Factor = -13.37 C12 25.50 2.157 T 12.307 1.830 48.887 to 120.0 0.0 12.307 -0.793 C12A 25.5 0.0062 0.0 14.137 0.087 Vel = 2.24 C12A -92.83 2.067 T 10.0 95.480 48.181 to 120.0 0.0 10.000 -0.043 M12A -67.33 -0.0452 0.0 105.480 -4.768 Vel = 6.44 0.0 -67.33 43.370 K Factor = -10.22 M12 67.33 2.469 T 12.0 1.830 43.943 to 120.0 0.0 12.000 -0.836 M 12A 67.33 0.0190 0.0 13.830 0.263 Vel = 4.51 0.0 67.33 43.370 K Factor= 10.22 B13 -92.48 2.469 T 12.0 1.830 56.947 to 120.0 0.0 12.000 -0.793 B13A -92.48 -0.0342 0.0 13.830 -0.473 Vel = 6.20 B13A 0.0 2.067 T 10.0 82.000 55.681 to 120.0 0.0 10.000 0.0 C13A -92.48 -0.0813 0.0 92.000 -7.480 Vel = 8.84 0.0 -92.48 48.201 K Factor = -13.32 C13 25.15 2.157 T 12.307 1.830 48.910 to 120.0 0.0 12.307 -0.793 C13A 25.15 0.0059 0.0 14.137 0.084 Vel = 2.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 18 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 C 13A -92.48 2.067 T 10.0 95.480 48.201 to 120.0 0.0 10.000 9.888 M 13A -67.33 -0.0452 0.0 105.480 -4.768 Vel = 6.44 0.0 -67.33 53.321 K Factor= -9.22 M13 67.33 2.469 T 12.0 1.830 43.963 to 120.0 0.0 12.000 9.095 M 13A 67.33 0.0190 0.0 13.830 0.263 Vel = 4.51 0.0 67.33 53.321 K Factor = 9.22 B14 -92.27 2.469 T 12.0 1.830 56.926 to 120.0 0.0 12.000 -0.793 B14A -92.27 -0.0341 0.0 13.830 -0.471 Vel = 6.18 B14A 0.0 2.067 T 10.0 82.000 55.662 to 120.0 0.0 10.000 0.0 C14A -92.27 -0.0810 0.0 92.000 -7.450 Vel = 8.82 0.0 -92.27 48.212 K Factor = -13.29 C14 24.94 2.157 T 12.307 1.830 48.922 to 120.0 0.0 12.307 -0.793 C14A 24.94 0.0059 0.0 14.137 0.083 Vel = 2.19 C14A -92.27 2.067 T 10.0 95.480 48.212 to 120.0 0.0 10.000 9.888 M 14A -67.33 -0.0452 0.0 105.480 -4.768 Vel = 6.44 0.0 -67.33 53.332 K Factor= -9.22 M14 67.33 2.469 T 12.0 1.830 43.974 to 120.0 0.0 12.000 9.095 M 14A 67.33 0.0190 0.0 13.830 0.263 Vel = 4.51 0.0 67.33 53.332 K Factor = 9.22 B15 -92.18 2.469 T 12.0 1.830 56.916 to 120.0 0.0 12.000 -0.793 B15A -92.18 -0.0340 0.0 13.830 -0.470 Vel = 6.18 B15A 0.0 2.067 T 10.0 82.000 55.653 to 120.0 0.0 10.000 0.0 C15A -92.18 -0.0808 0.0 92.000 -7.435 Vel = 8.81 0.0 -92.18 48.218 K Factor = -13.27 C15 24.85 2.157 T 12.307 1.830 48.928 to 120.0 0.0 12.307 -0.793 C15A 24.85 0.0059 0.0 14.137 0.083 Vel = 2.18 C15A -92.18 2.067 T 10.0 95.480 48.218 to 120.0 0.0 10.000 9.888 M 15A -67.33 -0.0452 0.0 105.480 -4.768 Vel = 6.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 19 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pin 0.0 -67.33 53.338 K Factor= -9.22 M15 67.33 2.469 T 12.0 1.830 43.980 to 120.0 0.0 12.000 9.095 M15A 67.33 0.0190 0.0 13.830 0.263 Vel = 4.51 0.0 67.33 53.338 K Factor = 9.22 B16 -92.15 2.469 T 12.0 1.830 56.913 to 120.0 0.0 12.000 -0.793 B16A -92.15 -0.0339 0.0 13.830 -0.469 Vel = 6.18 B16A 0.0 2.067 T 10.0 82.000 55.651 to 120.0 0.0 10.000 0.0 C16A -92.15 -0.0808 0.0 92.000 -7.431 Vel = 8.81 0.0 -92.15 48.220 K Factor = -13.27 C16 24.82 2.157 T 12.307 1.830 48.930 to 120.0 0.0 12.307 -0.793 C16A 24.82 0.0059 0.0 14.137 0.083 Vel = 2.18 C16A -92.15 2.067 T 10.0 95.480 48.220 to 120.0 0.0 10.000 9.888 M16A -67.33 -0.0452 0.0 105.480 -4.768 Vel = 6.44 0.0 -67.33 53.340 K Factor= -9.22 M16 67.33 2.469 T 12.0 1.830 43.981 to 120.0 0.0 12.000 9.095 M16A 67.33 0.0191 0.0 13.830 0.264 Vel = 4.51 0.0 67.33 53.340 K Factor = 9.22 M9 471.39 6.357 0.0 6.580 43.825 to 120.0 0.0 0.0 0.0 M10 471.39 0.0070 0.0 6.580 0.046 Vel = 4.77 M10 -67.41 6.357 0.0 8.000 43.871 to 120.0 0.0 0.0 0.0 Mil 403.98 0.0052 0.0 8.000 0.042 Vel = 4.08 Mil -67.33 6.357 0.0 8.000 43.913 to 120.0 0.0 0.0 0.0 M12 336.65 0.0038 0.0 8.000 0.030 Vel = 3.40 M12 -67.33 6.357 0.0 8.000 43.943 to 120.0 0.0 0.0 0.0 M13 269.32 0.0025 0.0 8.000 0.020 Vel = 2.72 M13 -67.33 6.357 0.0 8.000 43.963 to 120.0 0.0 0.0 0.0 M14 201.99 0.0014 0.0 8.000 0.011 Vel = 2.04 M14 -67.33 6.357 0.0 8.000 43.974 to 120.0 0.0 0.0 0.0 M15 134.66 0.0008 0.0 8.000 0.006 Vel = 1.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 20 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 M15 -67.33 6.357 0.0 8.000 43.980 to 120.0 0.0 0.0 0.0 M16 67.33 0.0001 0.0 8.000 0.001 Vel = 0.68 0.0 67.33 43.981 K Factor = 10.15 C1 57.33 4.26 0.0 8.000 48.155 to 120.0 0.0 0.0 0.0 C2 57.33 0.0010 0.0 8.000 0.008 Vel = 1.29 C2 55.44 4.26 0.0 8.000 48.163 to 120.0 0.0 0.0 0.0 C3 112.77 0.0035 0.0 8.000 0.028 Vel = 2.54 C3 55.27 4.26 0.0 8.000 48.191 to 120.0 0.0 0.0 0.0 C4 168.04 0.0072 0.0 8.000 0.058 Vel = 3.78 C4 55.12 4.26 0.0 8.000 48.249 to 120.0 0.0 0.0 0.0 C5 223.16 0.0122 0.0 8.000 0.098 Vel = 5.02 C5 44.48 4.26 0.0 8.000 48.347 to 120.0 0.0 0.0 0.0 C6 267.64 0.0171 0.0 8.000 0.137 Vel = 6.02 C6 -8.69 4.26 0.0 8.000 48.484 to 120.0 0.0 0.0 0.0 C7 258.95 0.0161 0.0 8.000 0.129 Vel = 5.83 C7 -10.80 4.26 0.0 8.000 48.613 to 120.0 0.0 0.0 0.0 C8 248.15 0.0150 0.0 8.000 0.120 Vel = 5.59 C8 -12.94 4.26 0.0 1.420 48.733 to 120.0 0.0 0.0 0.0 C9 235.21 0.0134 0.0 1.420 0.019 Vel = 5.29 C9 -55.27 4.26 0.0 6.580 48.752 to 120.0 0.0 0.0 0.0 C10 179.94 0.0082 0.0 6.580 0.054 Vel = 4.05 0.0 179.94 48.806 K Factor= 25.76 C9 55.27 4.26 0.0 1.830 48.752 to 120.0 0.0 0.0 -0.793 C9A 55.27 0.0011 0.0 1.830 0.002 Vel = 1.24 0.0 55.27 47.961 K Factor = 7.98 C10 151.28 4.26 0.0 8.000 48.806 to 120.0 0.0 0.0 0.0 C11 151.28 0.0060 0.0 8.000 0.048 Vel = 3.41 C11 -26.03 4.26 0.0 8.000 48.854 to 120.0 0.0 0.0 0.0 C12 125.25 0.0041 0.0 8.000 0.033 Vel = 2.82 C12 -25.49 4.26 0.0 8.000 48.887 to 120.0 0.0 0.0 0.0 C13 99.76 0.0029 0.0 8.000 0.023 Vel = 2.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 21 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 C13 -25.15 4.26 0.0 8.000 48.910 to 120.0 0.0 0.0 0.0 C14 74.61 0.0015 0.0 8.000 0.012 Vel = 1.68 C14 -24.94 4.26 0.0 8.000 48.922 to 120.0 0.0 0.0 0.0 C15 49.67 0.0008 0.0 8.000 0.006 Vel = 1.12 C15 -24.85 4.26 0.0 8.000 48.928 to 120.0 0.0 0.0 0.0 C16 24.82 0.0002 0.0 8.000 0.002 Vel = 0.56 0.0 24.82 48.930 K Factor= 3.55 B1 96.59 6.357 0.0 4.000 56.389 to 120.0 0.0 0.0 0.0 B1 B 96.59 0.0002 0.0 4.000 0.001 Vel = 0.98 13113 100.00 6.357 0.0 4.000 56.390 to 120.0 0.0 0.0 0.0 B2 196.59 0.0015 0.0 4.000 0.006 Vel = 1.99 B2 96.44 6.357 0.0 8.000 56.396 to 120.0 0.0 0.0 0.0 B3 293.03 0.0029 0.0 8.000 0.023 Vel = 2.96 B3 96.40 6.357 0.0 8.000 56.419 to 120.0 0.0 0.0 0.0 B4 389.43 0.0049 0.0 8.000 0.039 Vel = 3.94 B4 96.27 6.357 0.0 8.000 56.458 to 120.0 0.0 0.0 0.0 B5 485.7 0.0074 0.0 8.000 0.059 Vel = 4.91 B5 95.32 6.357 0.0 8.000 56.517 to 120.0 0.0 0.0 0.0 B6 581.02 0.0102 0.0 8.000 0.082 Vel = 5.87 B6 93.41 6.357 0.0 8.000 56.599 to 120.0 0.0 0.0 0.0 B7 674.43 0.0135 0.0 8.000 0.108 Vel = 6.82 B7 93.25 6.357 0.0 8.000 56.707 to 120.0 0.0 0.0 0.0 B8 767.68 0.0171 0.0 8.000 0.137 Vel = 7.76 B8 93.31 6.357 0.0 1.420 56.844 to 120.0 0.0 0.0 0.0 B9 860.99 0.0211 0.0 1.420 0.030 Vel = 8.70 0.0 860.99 56.874 K Factor= 114.17 B10 -555.26 6.357 T 37.72 5.980 57.448 to 120.0 0.0 37.720 0.0 B11 -555.26 -0.0094 0.0 43.700 -0.412 Vel = 5.61 B11 93.36 6.357 0.0 8.000 57.036 to 120.0 0.0 0.0 0.0 B12 -461.9 -0.0068 0.0 8.000 -0.054 Vel = 4.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 22 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 B12 92.82 6.357 0.0 8.000 56.982 to 120.0 0.0 0.0 0.0 B13 -369.08 -0.0044 0.0 8.000 -0.035 Vel = 3.73 B13 92.48 6.357 0.0 8.000 56.947 to 120.0 0.0 0.0 0.0 B14 -276.6 -0.0026 0.0 8.000 -0.021 Vel = 2.80 B14 92.27 6.357 0.0 8.000 56.926 to 120.0 0.0 0.0 0.0 B15 -184.33 -0.0012 0.0 8.000 -0.010 Vel = 1.86 B15 92.18 6.357 0.0 8.000 56.916 to 120.0 0.0 0.0 0.0 B16 -92.15 -0.0004 0.0 8.000 -0.003 Vel = 0.93 0.0 -92.15 56.913 K Factor = -12.21 FDVB 100.00 2.157 T 12.307 235.000 42.428 Qa = 100 to 120.0 5E 30.767 44.305 -7.363 13113 100.0 0.0764 G 1.231 279.305 21.325 Vel = 8.78 0.0 100.00 56.390 K Factor = 13.32 TOR 2499.15 8.249 Bvcb 12.92 19.000 65.615 to 120.0 1 15.269 81.042 8.229 BOR 2499.15 0.0428 S 52.853 100.042 4.284 Vel = 15.00 BOR 0.0 12.34 3E 126.586 545.000 78.128 to 140.0 2G 18.753 320.371 3.465 7 2499.15 0.0045 4F 81.265 865.371 3.919 Vel = 6.70 T 93.767 7 0.0 12.34 3E 95.177 63.000 85.512 to 120.0 0.0 95.177 -3.465 6 2499.15 0.0060 0.0 158.177 0.953 Vel = 6.70 6 0.0 10.02 2E 44.0 10.000 83.000 to 120.0 Zfb 0.0 44.000 6.650 * ' Fixed Loss = 6.65 5 2499.15 0.0166 0.0 54.000 0.896 Vel = 10.17 5 0.0 12.34 2E 84.39 45.000 90.546 to 140.0 0.0 84.390 0.866 TEST 2499.15 0.0045 0.0 129.390 0.587 Vel = 6.70 400.00 Qa = 400.00 2899.15 91.999 K Factor = 302.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WA., IRN _ _ _ Fire Protection by Computer Design Legacy Fire Protection, Inc. 592 Center Street Ludlow, MA 01056 (413) 589-0672 Job Name : Building FP -2 Location 351 Holt Road N.Andover, MA System 2 Contract Data File Lifoam Areal R.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Legacy Fire Protection, Inc. HYDRAULIC CALCULATIONS for Project name: Lifoam Location: 351 Holt Road N.Andover, MA Drawing no: FP -2 Date: 10-2-17 Design Remote area number. 2 Remote area location: Zone B Occupancy classification: Piled Exposed Expanded Group A Plastics Density. .80 - Gpm/SgFt Area of application: 2546 - SgFt Coverage per sprinkler: Varies - SgFt Type of sprinklers calculated: CMDA K16.8 No. of sprinklers calculated: 29 In -rack demand. N/A - GPM Hose streams: 500 - GPM Total water required (including hose streams): 3005.621 - GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 9/5/2017 Location: 351 Holt Rd Source: RDK Engineers / N.Andover Water Dept Name of contractor: Legacy Fire Protection, Inc. Address: 592 Center Street Ludlow, MA 01056 Phone number. 413-589-0672 Name of designer. John Meal Authority having jurisdiction: N. Andover Fire Department Notes: (Include peaking information or gridded systems here.) @ 89.472 -Psi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Date N lqti comer- N O O M (=) O�0000 N Ul M N -O c y O h ^ E 0-00 cLL(L CQ C O O E E E E O > O O n i O lk t`n CD M W Un Un `amu') 4 y c�NN OM N N 0 O O N M N U 0 0 00 N N O O O Z N v O J LL O C7 N O 00 N U') CO M O CA CV N N 00 N to L 0 r (Ar) ±l p1U 0 O 7 — U1 to N 00 � U)XX U p o � �r NN �UUU U') I' Cl) N O O O O Cl O O O O O U O) 00 t- CO In ql' M N Cl- 0L w UA GO D d' w rl- co 0 Cl) O Q U) 2 Z E N 0 C: C- w r O I � r .tv � M V O N CC O O r M r M M NN W�f-l0 r r N CO N N N O O r r N I� N N N M CD co r co M (O r� r LO r �v n LO to r to LO O Lo r C J r LL 0 m m N N O O M O M n (D J a X LL O N O N (O U) co cnN a� O N C) (D 0 y rn C O r O O O M LL 3 O CD W O H o , 0 co >�V o Cn N LlJ C LL O`o � rn (D j to rn a V M M CO >QQ�QQ m c0i as da LL LL LL p LL LL N MZZmZZ(L Cb co cn E C N C EL +- (V cn U y 7 h E �3 n •. 'E TC o—iLLaL O C L L UI O O O U 7 cr E LL > O mU>,m 7 (0 C Q (u U Q > CL i -CLL O O O C Z CU U) > Q N CrLL N Q N U w o coU 3: C0)4-- O -C (0 N O 0 m —_ cn E - 3 fQ ..-•-3acvL � D a3N �L a ca � aocu �ac�Lo >a``= c o� Cciv -0 (n c ami n� y rnco N " * - w N (U�. V) L r > C L C O 3 ac Nco +L+ L U C 7 > +L- rn N C O Q) 0) CO EQ o J C �. N a cn rn— C- C U c 0' U jC)= ULL =3�_ a.,U L Z W O U7 (0 O of rM0 N N O(Or V r O O r (D O N O LO r M r C`) CO LO O M � � OctrM O ZYw (0 (U O V O a0 N oD O M r- (CN" (� N r'- O (O O .tel N (O N (D (D O N N I: LO O r N(Or LOLL w r O I � r .tv � M V O N CC O O r M r M M NN W�f-l0 r r N CO N N N O O r r N I� N N N M CD co r co M (O r� r LO r �v n LO to r to LO O Lo r C J r LL 0 m m N N O O M O M n (D J a X LL O N O N (O U) co cnN a� O N C) (D 0 y rn C O r O O O M LL 3 O CD W O H o , 0 co >�V o Cn N LlJ C LL O`o � rn (D j to rn a V M M CO >QQ�QQ m c0i as da LL LL LL p LL LL N MZZmZZ(L Cb co cn E C N C EL +- (V cn U y 7 h E �3 n •. 'E TC o—iLLaL O C L L UI O O O U 7 cr E LL > O mU>,m 7 (0 C Q (u U Q > CL i -CLL O O O C Z CU U) > Q N CrLL N Q N U w o coU 3: C0)4-- O -C (0 N O 0 m —_ cn E - 3 fQ ..-•-3acvL � D a3N �L a ca � aocu �ac�Lo >a``= c o� Cciv -0 (n c ami n� y rnco N " * - w N (U�. V) L r > C L C O 3 ac Nco +L+ L U C 7 > +L- rn N C O Q) 0) CO EQ o J C �. N a cn rn— C- C U c 0' U jC)= ULL =3�_ a.,U L Z W O U7 (0 O Pressure / Flow Summary - STANDARD Legacy Fire Protection, Inc. Page 4 Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. S30 23.75 16.8 20.9 na 76.8 0.8 96 7.0 F30 22.83 23.03 na S31 23.75 16.8 21.54 na 77.97 0.8 96 7.0 F31 22.83 23.72 na S32 23.75 16.8 23.89 na 82.12 0.8 96 7.0 F32 22.83 26.25 na G1A 22.83 33.2 na G1 21.0 44.15 na G2 21.0 44.18 na G3 21.0 44.28 na G4 21.0 44.5 na G5 21.0 44.88 na G513 21.0 45.29 na G6 21.0 45.44 na G7 21.0 46.0 na G8 21.0 46.5 na G9 21.0 46.96 na G10 21.0 47.38 na G11 21.0 47.49 na G12 21.0 49.35 na G14 21.0 49.71 na G15 21.0 50.04 na G16 21.0 50.3 na G17 21.0 50.54 na G18 21.0 50.75 na G19 21.0 50.94 na G20 21.0 51.12 na G21 21.0 51.28 na G22 21.0 51.42 na G23 21.0 51.55 na G24 21.0 51.66 na G13 21.92 51.51 na G13A 21.92 51.74 na H13A 21.92 53.27 na K13A 21.92 55.23 na K13 21.0 55.95 na K24 21.0 55.99 na K23 21.0 56.14 na K22 21.0 56.32 na K21 21.0 56.51 na K20 21.0 56.72 na K19 21.0 56.96 na K18 21.0 57.21 na K17 21.0 57.5 na K16 21.0 57.81 na K15 21.0 58.16 na K14 21.0 58.6 na K12 21.0 59.1 na 13 21.0 61.43 na TOR 21.0 64.78 na K1 21.0 59.4 na K1A 22.83 57.33 na 1-11 21.0 51.65 na 1-11A 22.83 50.25 na S33 23.75 16.8 29.93 na 91.91 0.8 96 7.0 F33 22.83 32.75 na S34 23.75 16.8 29.11 na 90.64 0.8 96 7.0 F34 22.83 31.87 na S35 23.75 16.8 29.11 na 90.65 0.8 96 7.0 F35 22.83 31.87 na K2 21.0 59.4 na K2A 22.83 57.34 na H2 21.0 51.66 na 1-12A 22.83 50.26 na S39 23.75 16.8 29.95 na 91.94 0.8 96 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Legacy Fire Protection, Inc. Page 5 Date Node No. Elevation K -Fact Pt Actual Pn Flow Actual Density Area Press Req. F39 22.83 32.77 na S40 23.75 16.8 29.13 na 90.67 0.8 96 7.0 F40 22.83 31.89 na S41 23.75 16.8 29.13 na 90.67 0.8 96 7.0 F41 22.83 31.89 na S36 23.75 16.8 20.91 na 76.82 0.8 96 7.0 F36 22.83 23.05 na S37 23.75 16.8 21.55 na 78.0 0.8 96 7.0 F37 22.83 23.74 na S38 23.75 16.8 23.9 na 82.14 0.8 96 7.0 F38 22.83 26.27 na G2A 22.83 33.22 na K3 21.0 59.41 na K3A 22.83 57.35 na H3 21.0 51.7 na 1-13A 22.83 50.3 na S45 23.75 16.8 30.0 na 92.02 0.8 96 7.0 F45 22.83 32.83 na S46 23.75 16.8 29.18 na 90.76 0.8 96 7.0 F46 22.83 31.95 na S47 23.75 16.8 29.19 na 90.76 0.8 96 7.0 F47 22.83 31.95 na S42 23.75 16.8 20.96 na 76.91 0.8 96 7.0 F42 22.83 23.1 na S43 23.75 16.8 21.6 na 78.08 0.8 96 7.0 F43 22.83 23.79 na S44 23.75 16.8 23.96 na 82.23 0.8 96 7.0 F44 22.83 26.33 na G3A 22.83 33.29 na K4 21.0 59.44 na K4A 22.83 57.39 na H4 21.0 51.79 na 1-14A 22.83 50.39 na S51 23.75 16.8 30.11 na 92.19 0.8 96 7.0 F51 22.83 32.95 na S52 23.75 16.8 29.3 na 90.94 0.8 96 7.0 F52 22.83 32.08 na S53 23.75 16.8 29.31 na 90.95 0.8 96 7.0 F53 22.83 32.08 na S48 23.75 16.8 21.05 na 77.09 0.8 96 7.0 F48 22.83 23.2 na S49 23.75 16.8 21.7 na 78.26 0.8 96 7.0 F49 22.83 23.9 na S50 23.75 16.8 24.07 na 82.42 0.8 96 7.0 F50 22.83 26.44 na G4A 22.83 33.44 na K5 21.0 59.49 na K5A 22.83 57.51 na H5 21.0 51.95 na 1-15A 22.83 50.89 na S56 23.75 16.8 31.89 na 94.87 0.8 96 7.0 F56 22.83 34.85 na S57 23.75 16.8 31.25 na 93.91 0.8 96 7.0 F57 22.83 34.17 na S58 23.75 16.8 31.29 na 93.97 0.8 96 7.0 F58 22.83 34.21 na S54 23.75 16.8 28.26 na 89.31 0.8 96 7.0 F54 22.83 30.95 na S55 23.75 16.8 29.11 na 90.64 0.8 96 7.0 F55 22.83 31.87 na G5A 22.83 36.05 na K6 21.0 59.56 na K6A 22.83 57.65 na H6 21.0 52.18 na 1-16A 22.83 51.44 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Legacy Fire Protection, Inc. Page 6 Date Node No. Elevation K -Fact Pt Actual Pn Flow Density Area Press Actual Req. G6A 22.83 45.41 na K7 21.0 59.65 na K7A 22.83 57.76 na H7 21.0 52.4 na 1-17A 22.83 51.66 na G7A 22.83 45.93 na K8 21.0 59.78 na K8A 22.83 57.9 na H8 21.0 52.59 na 1-18A 22.83 51.86 na G8A 22.83 46.4 na K9 21.0 59.94 na K9A 22.83 58.06 na 1-19 21.0 52.75 na 1-19A 22.83 52.03 na G9A 22.83 46.83 na K10 21.0 60.13 na K10A 22.83 58.25 na H10 21.0 52.89 na H10A 22.83 52.19 na G10A 22.83 47.22 na K11 21.0 60.2 na KI 1A 22.83 58.31 na 1-111 21.0 52.93 na H11A 22.83 52.23 na G11A 22.83 47.32 na K12A 22.83 57.98 na H12 21.0 53.02 na H12A 22.83 52.26 na G12A 22.93 48.73 na K14A 22.83 57.52 na H14 21.0 53.12 na H14A 22.83 52.35 na G14A 0.0 59.01 na K1 5A 22.83 57.1 na H15 21.0 53.21 na H15A 22.83 52.44 na G15A 0.0 59.32 na K16A 22.83 56.78 na H16 21.0 53.28 na H16A 22.83 52.5 na G16A 0.0 59.57 na K17A 22.83 56.49 na H17 21.0 53.34 na H17A 22.83 52.56 na G17A 0.0 59.8 na K18A 22.83 56.22 na H18 21.0 53.4 na H18A 22.83 52.61 na G18A 0.0 60.0 na K19A 22.83 55.98 na H19 21.0 53.45 na H19A 22.83 52.66 na G19A 0.0 60.19 na K20A 22.83 55.76 na H2O 21.0 53.49 na H2OA 22.83 52.71 na G20A 0.0 60.35 na K21A 22.83 55.56 na H21 21.0 53.54 na H21A 22.83 52.75 na G21A 0.0 60.5 na K22A 22.83 55.38 na H22 21.0 53.58 na H22A 22.83 52.79 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Legacy Fire Protection, Inc. Page 7 Date Node No. Elevation K -Fact Pt Actual Pn Flow Density Area Press Actual Req. G22A 0.0 60.64 na K23A 22.83 55.22 na H23 21.0 53.62 na H23A 22.83 52.82 na G23A 0.0 60.76 na K24A 22.83 55.07 na H24 21.0 53.65 na H24A 22.83 52.86 na G24A 0.0 60.87 na H13 21.0 53.66 na FDVB 4.0 47.99 na 100.0 BOR 2.0 77.64 na 7 -6.0 82.26 na 6 2.0 79.83 na 5 2.0 87.97 na TEST 0.0 89.47 na 400.0 The maximum velocity is 31.8 and it occurs in the pipe between nodes G4 and G4A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 8 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pin S30 76.80 1.61 T 8.0 0.920 20.898 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F30 76.8 0.1947 0.0 8.920 1.737 Vel = 12.10 F30 0.0 2.067 0.0 12.000 23.033 to 120.0 0.0 0.0 0.0 F31 76.8 0.0577 0.0 12.000 0.692 Vel = 7.34 0.0 76.80 23.725 K Factor= 15.77 S31 77.97 1.61 T 8.0 0.920 21.540 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F31 77.97 0.2003 0.0 8.920 1.787 Vel = 12.29 F31 76.80 2.067 0.0 12.000 23.725 to 120.0 0.0 0.0 0.0 F32 154.77 0.2108 0.0 12.000 2.529 Vel = 14.80 0.0 154.77 26.254 K Factor= 30.21 S32 82.12 1.61 T 8.0 0.920 23.891 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F32 82.12 0.2203 0.0 8.920 1.965 Vel = 12.94 F32 154.77 2.067 T 10.0 5.000 26.254 to 120.0 0.0 10.000 0.0 G 1 A 236.89 0.4633 0.0 15.000 6.950 Vel = 22.65 GIA 93.68 2.067 T 10.0 1.830 33.204 to 120.0 0.0 10.000 0.793 G1 330.57 0.8582 0.0 11.830 10.152 Vel = 31.61 G1 0.0 6.357 0.0 8.000 44.149 to 120.0 0.0 0.0 0.0 G2 330.57 0.0036 0.0 8.000 0.029 Vel = 3.34 G2 330.74 6.357 0.0 8.000 44.178 to 120.0 0.0 0.0 0.0 G3 661.31 0.0130 0.0 8.000 0.104 Vel = 6.68 G3 331.35 6.357 0.0 8.000 44.282 to 120.0 0.0 0.0 0.0 G4 992.66 0.0276 0.0 8.000 0.221 Vel = 10.03 G4 332.61 6.357 0.0 8.000 44.503 to 120.0 0.0 0.0 0.0 G5 1325.27 0.0471 0.0 8.000 0.377 Vel = 13.40 G5 291.40 6.357 0.0 6.000 44.880 to 120.0 0.0 0.0 0.0 G513 1616.67 0.0680 0.0 6.000 0.408 Vel = 16.34 G513 100.00 6.357 0.0 2.000 45.288 to 120.0 0.0 0.0 0.0 G6 1716.67 0.0760 0.0 2.000 0.152 Vel = 17.35 G6 -81.77 6.357 0.0 8.000 45.440 to 120.0 0.0 0.0 0.0 G7 1634.9 0.0695 0.0 8.000 0.556 Vel = 16.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 9 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 G7 -79.55 6.357 0.0 8.000 45.996 to 120.0 0.0 0.0 0.0 G8 1555.35 0.0632 0.0 8.000 0.506 Vel = 15.72 G8 -77.46 6.357 0.0 8.000 46.502 to 120.0 0.0 0.0 0.0 G9 1477.89 0.0576 0.0 8.000 0.461 Vel = 14.94 G9 -75.51 6.357 0.0 8.000 46.963 to 120.0 0.0 0.0 0.0 G10 1402.38 0.0524 0.0 8.000 0.419 Vel = 14.18 G10 -73.66 6.357 0.0 2.250 47.382 to 120.0 0.0 0.0 0.0 G11 1328.72 0.0471 0.0 2.250 0.106 Vel = 13.43 G11 -73.18 6.357 2E 35.205 8.380 47.488 to 120.0 0.0 35.205 0.0 G12 1255.54 0.0426 0.0 43.585 1.858 Vel = 12.69 G12 -60.54 6.357 0.0 9.420 49.346 to 120.0 0.0 0.0 0.0 G14 1195.0 0.0389 0.0 9.420 0.366 Vel = 12.08 G14 -58.11 6.357 0.0 9.340 49.712 to 120.0 0.0 0.0 0.0 G15 1136.89 0.0355 0.0 9.340 0.332 Vel = 11.49 G15 -55.81 6.357 0.0 8.000 50.044 to 120.0 0.0 0.0 0.0 G16 1081.08 0.0322 0.0 8.000 0.258 Vel = . 10.93 G16 -53.94 6.357 0.0 8.000 50.302 to 120.0 0.0 0.0 0.0 G17 1027.14 0.0295 0.0 8.000 0.236 Vel = 10.38 G17 -52.20 6.357 0.0 8.000 50.538 to 120.0 0.0 0.0 0.0 G18 974.94 0.0266 0.0 8.000 0.213 Vel = 9.86 G18 -50.57 6.357 0.0 8.000 50.751 to 120.0 0.0 0.0 0.0 G19 924.37 0.0242 0.0 8.000 0.194 Vel = 9.34 G19 -49.05 6.357 0.0 8.000 50.945 to 120.0 0.0 0.0 0.0 G20 875.32 0.0219 0.0 8.000 0.175 Vel = 8.85 G20 -47.66 6.357 0.0 8.000 51.120 to 120.0 0.0 0.0 0.0 G21 827.66 0.0196 0.0 8.000 0.157 Vel = 8.37 G21 -46.39 6.357 0.0 8.000 51.277 to 120.0 0.0 0.0 0.0 G22 781.27 0.0177 0.0 8.000 0.142 Vel = 7.90 G22 -45.24 6.357 0.0 8.000 51.419 to 120.0 0.0 0.0 0.0 G23 736.03 0.0159 0.0 8.000 0.127 Vel = 7.44 G23 -44.23 6.357 0.0 8.000 51.546 to 120.0 0.0 0.0 0.0 G24 691.8 0.0141 0.0 8.000 0.113 Vel = 6.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 10 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 G24 -43.33 6.357 E 17.603 2.000 51.659 to 120.0 0.0 17.603 -0.398 G13 648.47 0.0125 0.0 19.603 0.246 Vel = 6.56 G13 0.0 6.357 E 17.603 0.920 51.507 to 120.0 0.0 17.603 0.0 G13A 648.47 0.0125 0.0 18.523 0.232 Vel = 6.56 G13A 0.0 6.357 T 37.72 84.080 51.739 to 120.0 0.0 37.720 0.0 H 13A 648.47 0.0126 0.0 121.800 1.530 Vel = 6.56 H 13A 131.17 6.357 E 17.603 93.340 53.269 to 120.0 0.0 17.603 0.0 K1 3A 779.64 0.0176 0.0 110.943 1.958 Vel = 7.88 K1 3A 0.0 6.357 E 17.603 0.920 55.227 to 120.0 0.0 17.603 0.398 K13 779.64 0.0177 0.0 18.523 0.327 Vel = 7.88 K13 0.0 6.357 0.0 2.000 55.952 to 120.0 0.0 0.0 0.0 K24 779.64 0.0180 0.0 2.000 0.036 Vel = 7.88 K24 44.90 6.357 0.0 8.000 55.988 to 120.0 0.0 0.0 0.0 K23 824.54 0.0195 0.0 8.000 0.156 Vel = 8.33 K23 46.88 6.357 0.0 8.000 56.144 to 120.0 0.0 0.0 0.0 K22 871.42 0.0217 0.0 8.000 0.174 Vel = 8.81 K22 48.95 6.357 0.0 8.000 56.318 to 120.0 0.0 0.0 0.0 K21 920.37 0.0240 0.0 8.000 0.192 Vel = 9.30 K21 51.15 6.357 0.0 8.000 56.510 to 120.0 0.0 0.0 0.0 K20 971.52 0.0265 0.0 8.000 0.212 Vel = 9.82 K20 53.47 6.357 0.0 8.000 56.722 to 120.0 0.0 0.0 0.0 K19 1024.99 0.0292 0.0 8.000 0.234 Vel = 10.36 K19 55.93 6.357 0.0 8.000 56.956 to 120.0 0.0 0.0 0.0 K18 1080.92 0.0324 0.0 8.000 0.259 Vel = 10.93 K18 58.52 6.357 0.0 8.000 57.215 to 120.0 0.0 0.0 0.0 K17 1139.44 0.0356 0.0 8.000 0.285 Vel = 11.52 K17 61.27 6.357 0.0 8.000 57.500 to 120.0 0.0 0.0 0.0 K16 1200.71 0.0392 0.0 8.000 0.314 Vel = 12.14 K16 64.19 6.357 0.0 8.000 57.814 to 120.0 0.0 0.0 0.0 K15 1264.9 0.0431 0.0 8.000 0.345 Vel = 12.79 K15 67.27 6.357 0.0 9.340 58.159 to 120.0 0.0 0.0 0.0 K14 1332.17 0.0476 0.0 9.340 0.445 Vel = 13.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 11 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 K14 71.08 6.357 0.0 9.420 58.604 to 120.0 0.0 0.0 0.0 K12 1403.25 0.0523 0.0 9.420 0.493 Vel = 14.18 K12 75.13 6.357 T 37.72 2.750 59.097 to 120.0 0.0 37.720 0.0 13 1478.38 0.0577 0.0 40.470 2.334 Vel = 14.94 13 1127.24 8.249 T 41.108 31.320 61.431 to 120.0 0.0 41.108 0.0 TOR 2605.62 0.0463 0.0 72.428 3.350 Vel = 15.64 0.0 2605.62 64.781 K Factor = 323.73 K1 -107.52 2.067 T 10.0 1.830 59.396 to 120.0 0.0 10.000 -0.793 K1A -107.52 -0.1074 0.0 11.830 -1.271 Vel = 10.28 K1A 0.0 2.067 T 10.0 55.920 57.332 to 120.0 0.0 10.000 0.0 H 1 A -107.52 -0.1075 0.0 65.920 -7.084 Vel = 10.28 0.0 -107.52 50.248 K Factor = -15.17 H1 -71.99 2.067 T 10.0 1.830 51.646 to 120.0 0.0 10.000 -0.793 H 1 A -71.99 -0.0511 0.0 11.830 -0.605 Vel = 6.88 H 1 A -107.53 2.067 T 10.0 53.080 50.248 to 120.0 0.0 10.000 0.0 F33 -179.52 -0.2774 0.0 63.080 -17.496 Vel = 17.16 0.0 -179.52 32.752 K Factor = -31.37 S33 91.91 1.61 T 8.0 0.920 29.932 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F33 91.91 0.2715 0.0 8.920 2.422 Vel = 14.48 F33 -179.52 2.067 0.0 12.000 32.752 to 120.0 0.0 0.0 0.0 F34 -87.61 -0.0735 0.0 12.000 -0.882 Vel = 8.38 0.0 -87.61 31.870 K Factor = -15.52 S34 90.64 1.61 T 8.0 0.920 29.111 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F34 90.64 0.2647 0.0 8.920 2.361 Vel = 14.28 F34 -87.60 2.067 0.0 12.000 31.870 to 120.0 0.0 0.0 0.0 F35 3.04 0.0001 0.0 12.000 0.001 Vel = 0.29 0.0 3.04 31.871 K Factor= 0.54 S35 90.65 1.61 T 8.0 0.920 29.113 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F35 90.65 0.2646 0.0 8.920 2.360 Vel = 14.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 12 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pin F35 3.04 2.067 T 10.0 6.000 31.871 to 120.0 0.0 10.000 0.0 G1A 93.69 0.0833 0.0 16.000 1.333 Vel = 8.96 0.0 93.69 33.204 K Factor= 16.26 K2 -107.47 2.067 T 10.0 1.830 59.399 to 120.0 0.0 10.000 -0.793 K2A -107.47 -0.1073 0.0 11.830 -1.269 Vel = 10.28 K2A 0.0 2.067 T 10.0 55.920 57.337 to 120.0 0.0 10.000 0.0 H2A -107.47 -0.1074 0.0 65.920 -7.077 Vel = 10.28 0.0 -107.47 50.260 K Factor = -15.16 H2 -72.03 2.067 T 10.0 1.830 51.658 to 120.0 0.0 10.000 -0.793 H2A -72.03 -0.0511 0.0 11.830 -0.605 Vel = 6.89 H2A -107.47 2.067 T 10.0 53.080 50.260 to 120.0 0.0 10.000 0.0 F39 -179.5 -0.2773 0.0 63.080 -17.492 Vel = 17.16 0.0 -179.50 32.768 K Factor = -31.36 S39 91.94 1.61 T 8.0 0.920 29.947 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F39 91.94 0.2716 0.0 8.920 2.423 Vel = 14.49 F39 -179.50 2.067 0.0 12.000 32.768 to 120.0 0.0 0.0 0.0 F40 -87.56 -0.0735 0.0 12.000 -0.882 Vel = 8.37 0.0 -87.56 31.886 K Factor = -15.51 S40 90.67 1.61 T 8.0 0.920 29.127 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F40 90.67 0.2647 0.0 8.920 2.361 Vel = 14.29 F40 -87.56 2.067 0.0 12.000 31.886 to 120.0 0.0 0.0 0.0 F41 3.11 0.0002 0.0 12.000 0.002 Vel = 0.30 0.0 3.11 31.888 K Factor= 0.55 S41 90.67 1.61 T 8.0 0.920 29.129 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F41 90.67 0.2647 0.0 8.920 2.361 Vel = 14.29 F41 3.11 2.067 T 10.0 6.000 31.888 to 120.0 0.0 10.000 0.0 G2A 93.78 0.0834 0.0 16.000 1.335 Vel = 8.97 0.0 93.78 33.223 K Factor= 16.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 13 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 G2 -330.74 2.067 T 10.0 1.830 44.178 to 120.0 0.0 10.000 -0.793 G2A -330.74 -0.8590 0.0 11.830 -10.162 Vel = 31.62 0.0 -330.74 33.223 K Factor = -57.38 S36 76.82 1.61 T 8.0 0.920 20.911 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F36 76.82 0.1948 0.0 8.920 1.738 Vel = 12.11 F36 0.0 2.067 0.0 12.000 23.047 to 120.0 0.0 0.0 0.0 F37 76.82 0.0577 0.0 12.000 0.692 Vel = 7.34 0.0 76.82 23.739 K Factor = 15.77 S37 78.00 1.61 T 8.0 0.920 21.554 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F37 78.0 0.2003 0.0 8.920 1.787 Vel = 12.29 F37 76.82 2.067 0.0 12.000 23.739 to 120.0 0.0 0.0 0.0 F38 154.82 0.2109 0.0 12.000 2.531 Vel = 14.80 0.0 154.82 26.270 K Factor= 30.21 S38 82.14 1.61 T 8.0 0.920 23.905 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F38 82.14 0.2205 0.0 8.920 1.967 Vel = 12.94 F38 154.82 2.067 T 10.0 5.000 26.270 to 120.0 0.0 10.000 0.0 G2A 236.96 0.4635 0.0 15.000 6.953 Vel = 22.66 0.0 236.96 33.223 K Factor= 41.11 K3 -107.27 2.067 T 10.0 1.830 59.412 to 120.0 0.0 10.000 -0.793 K3A -107.27 -0.1069 0.0 11.830 -1.265 Vel = 10.26 K3A 0.0 2.067 T 10.0 55.920 57.354 to 120.0 0.0 10.000 0.0 H3A -107.27 -0.1070 0.0 65.920 -7.052 Vel = 10.26 0.0 -107.27 50.302 K Factor = -15.12 H3 -72.14 2.067 T 10.0 1.830 51.702 to 120.0 0.0 10.000 -0.793 H3A -72.14 -0.0513 0.0 11.830 -0.607 Vel = 6.90 H3A -107.27 2.067 T 10.0 53.080 50.302 to 120.0 0.0 10.000 0.0 F45 -179.41 -0.2770 0.0 63.080 -17.476 Vel = 17.15 0.0 -179.41 32.826 K Factor = -31.31 S45 92.02 1.61 T 8.0 0.920 30.001 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F45 92.02 0.2721 0.0 8.920 2.427 Vel = 14.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 14 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 F45 -179.41 2.067 0.0 12.000 32.826 to 120.0 0.0 0.0 0.0 F46 -87.39 -0.0732 0.0 12.000 -0.879 Vel = 8.36 0.0 -87.39 31.947 K Factor = -15.46 S46 90.76 1.61 T 8.0 0.920 29.183 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F46 90.76 0.2652 0.0 8.920 2.366 Vel = 14.30 F46 -87.39 2.067 0.0 12.000 31.947 to 120.0 0.0 0.0 0.0 F47 3.37 0.0002 0.0 12.000 0.002 Vel = 0.32 0.0 3.37 31.949 K Factor = 0.60 S47 90.76 1.61 T 8.0 0.920 29.185 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F47 90.76 0.2652 0.0 8.920 2.366 Vel = 14.30 F47 3.37 2.067 T 10.0 6.000 31.949 to 120.0 0.0 10.000 0.0 G3A 94.13 0.0840 0.0 16.000 1.344 Vel = 9.00 0.0 94.13 33.293 K Factor= 16.31 G3 -331.34 2.067 T 10.0 1.830 44.282 to 120.0 0.0 10.000 -0.793 G3A -331.34 -0.8619 0.0 11.830 -10.196 Vel = 31.68 0.0 -331.34 33.293 K Factor = -57.42 S42 76.91 1.61 T 8.0 0.920 20.956 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F42 76.91 0.1953 0.0 8.920 1.742 Vel = 12.12 F42 0.0 2.067 0.0 12.000 23.096 to 120.0 0.0 0.0 0.0 F43 76.91 0.0578 0.0 12.000 0.694 Vel = 7.35 0.0 76.91 23.790 K Factor = 15.77 S43 78.08 1.61 T 8.0 0.920 21.601 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F43 78.08 0.2008 0.0 8.920 1.791 Vel = 12.30 F43 76.91 2.067 0.0 12.000 23.790 to 120.0 0.0 0.0 0.0 F44 154.99 0.2113 0.0 12.000 2.536 Vel = 14.82 0.0 154.99 26.326 K Factor= 30.21 S44 82.23 1.61 T 8.0 0.920 23.957 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F44 82.23 0.2210 0.0 8.920 1.971 Vel = 12.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 15 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 F44 154.99 2.067 T 10.0 5.000 26.326 to 120.0 0.0 10.000 0.0 G3A 237.22 0.4645 0.0 15.000 6.967 Vel = 22.68 0.0 237.22 33.293 K Factor= 41.11 K4 -106.84 2.067 T 10.0 1.830 59.440 to 120.0 0.0 10.000 -0.793 K4A -106.84 -0.1062 0.0 11.830 -1.256 Vel = 10.22 K4A 0.0 2.067 T 10.0 55.920 57.391 to 120.0 0.0 10.000 0.0 H4A -106.84 -0.1062 0.0 65.920 -7.001 Vel = 10.22 0.0 -106.84 50.390 K Factor = -15.05 H4 -72.38 2.067 T 10.0 1.830 51.794 to 120.0 0.0 10.000 -0.793 H4A -72.38 -0.0516 0.0 11.830 -0.611 Vel = 6.92 H4A -106.85 2.067 T 10.0 53.080 50.390 to 120.0 0.0 10.000 0.0 F51 -179.23 -0.2765 0.0 63.080 -17.443 Vel = 17.14 0.0 -179.23 32.947 K Factor = -31.23 S51 92.19 1.61 T 8.0 0.920 30.114 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F51 92.19 0.2730 0.0 8.920 2.435 Vel = 14.53 F51 -179.22 2.067 0.0 12.000 32.947 to 120.0 0.0 0.0 0.0 F52 -87.03 -0.0727 0.0 12.000 -0.872 Vel = 8.32 0.0 -87.03 32.075 K Factor = -15.37 S52 90.94 1.61 T 8.0 0.920 29.302 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F52 90.94 0.2663 0.0 8.920 2.375 Vel = 14.33 F52 -87.03 2.067 0.0 12.000 32.075 to 120.0 0.0 0.0 0.0 F53 3.91 0.0002 0.0 12.000 0.003 Vel = 0.37 0.0 3.91 32.078 K Factor= 0.69 S53 90.95 1.61 T 8.0 0.920 29.305 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F53 90.95 0.2663 0.0 8.920 2.375 Vel = 14.33 F53 3.90 2.067 T 10.0 6.000 32.078 to 120.0 0.0 10.000 0.0 G4A 94.85 0.0852 0.0 16.000 1.363 Vel = 9.07 0.0 94.85 33.441 K Factor= 16.40 G4 -332.62 2.067 T 10.0 1.830 44.503 to 120.0 0.0 10.000 -0.793 G4A -332.62 -0.8680 0.0 11.830 -10.269 Vel = 31.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 16 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 0.0 -332.62 33.441 K Factor = -57.52 S48 77.09 1.61 T 8.0 0.920 21.054 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F48 77.09 0.1960 0.0 8.920 1.748 Vel = 12.15 F48 0.0 2.067 0.0 12.000 23.200 to 120.0 0.0 0.0 0.0 F49 77.09 0.0581 0.0 12.000 0.697 Vel = 7.37 0.0 77.09 23.897 K Factor = 15.77 S49 78.26 1.61 T 8.0 0.920 21.701 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F49 78.26 0.2016 0.0 8.920 1.798 Vel = 12.33 F49 77.09 2.067 0.0 12.000 23.897 to 120.0 0.0 0.0 0.0 F50 155.35 0.2122 0.0 12.000 2.547 Vel = 14.85 0.0 155.35 26.444 K Factor= 30.21 S50 82.42 1.61 T 8.0 0.920 24.067 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F50 82.42 0.2219 0.0 8.920 1.979 Vel = 12.99 F50 155.34 2.067 T 10.0 5.000 26.444 to 120.0 0.0 10.000 0.0 G4A 237.76 0.4665 0.0 15.000 6.997 Vel = 22.73 0.0 237.76 33.441 K Factor= 41.11 K5 -103.61 2.067 T 10.0 1.830 59.487 to 120.0 0.0 10.000 -0.793 K5A -103.61 -0.1003 0.0 11.830 -1.187 Vel = 9.91 K5A 0.0 2.067 T 10.0 55.920 57.507 to 120.0 0.0 10.000 0.0 H5A -103.61 -0.1003 0.0 65.920 -6.613 Vel = 9.91 0.0 -103.61 50.894 K Factor = -14.52 H5 -67.69 2.469 T 12.0 1.830 51.952 to 120.0 0.0 12.000 -0.793 H5A -67.69 -0.0192 0.0 13.830 -0.265 Vel = 4.54 H5A -103.61 2.067 T 10.0 53.080 50.894 to 120.0 0.0 10.000 0.0 F56 -171.3 -0.2543 0.0 63.080 -16.043 Vel = 16.38 0.0 -171.30 34.851 K Factor = -29.02 S56 94.87 1.61 T 8.0 0.920 31.886 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F56 94.87 0.2878 0.0 8.920 2.567 Vel = 14.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 17 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 F56 -171.30 2.067 0.0 12.000 34.851 to 120.0 0.0 0.0 0.0 F57 -76.43 -0.0572 0.0 12.000 -0.686 Vel = 7.31 0.0 -76.43 34.165 K Factor = -13.08 S57 93.91 1.61 T 8.0 0.920 31.247 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F57 93.91 0.2825 0.0 8.920 2.520 Vel = 14.80 F57 -76.43 2.067 0.0 12.000 34.165 to 120.0 0.0 0.0 0.0 F58 17.48 0.0038 0.0 12.000 0.045 Vel = 1.67 0.0 17.48 34.210 K Factor= 2.99 S58 93.97 1.61 T 8.0 0.920 31.289 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F58 93.97 0.2828 0.0 8.920 2.523 Vel = 14.81 F58 17.48 2.067 T 10.0 6.000 34.210 to 120.0 0.0 10.000 0.0 G5A 111.45 0.1148 0.0 16.000 1.837 Vel = 10.66 0.0 111.45 36.047 K Factor= 18.56 G5 -291.40 2.067 T 10.0 1.830 44.880 to 120.0 0.0 10.000 -0.793 G5A -291.4 -0.6796 0.0 11.830 -8.040 Vel = 27.86 0.0 -291.40 36.047 K Factor = -48.53 S54 89.31 1.61 T 8.0 0.920 28.259 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F54 89.31 0.2575 0.0 8.920 2.297 Vel = 14.07 F54 0.0 2.067 0.0 12.000 30.954 to 120.0 0.0 0.0 0.0 F55 89.31 0.0762 0.0 12.000 0.914 Vel = 8.54 0.0 89.31 31.868 K Factor = 15.82 S55 90.64 1.61 T 8.0 0.920 29.110 K Factor = 16.80 to 120.0 0.0 8.000 0.398 F55 90.64 0.2646 0.0 8.920 2.360 Vel = 14.28 F55 89.31 2.067 T 10.0 5.000 31.868 to 120.0 0.0 10.000 0.0 G5A 179.95 0.2786 0.0 15.000 4.179 Vel = 17.21 0.0 179.95 36.047 K Factor= 29.97 K6 -100.13 2.067 T 10.0 1.830 59.557 to 120.0 0.0 10.000 -0.793 K6A -100.13 -0.0942 0.0 11.830 -1.114 Vel = 9.57 K6A 0.0 2.067 T 10.0 55.920 57.650 to 120.0 0.0 10.000 0.0 H6A -100.13 -0.0942 0.0 65.920 -6.209 Vel = 9.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Firral Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 18 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 0.0 -100.13 51.441 K Factor = -13.96 H6 18.36 2.067 T 10.0 1.830 52.185 to 120.0 0.0 10.000 -0.793 H6A 18.36 0.0041 0.0 11.830 0.049 Vel = 1.76 H6A -100.13 2.067 T 10.0 83.080 51.441 to 120.0 0.0 10.000 0.0 G6A -81.77 -0.0648 0.0 93.080 -6.028 Vel = 7.82 0.0 -81.77 45.413 K Factor = -12.13 G6 81.77 2.067 T 10.0 1.830 45.440 to 120.0 0.0 10.000 -0.793 G6A 81.77 0.0648 0.0 11.830 0.766 Vel = 7.82 0.0 81.77 45.413 K Factor= 12.13 K7 -99.23 2.067 T 10.0 1.830 59.653 to 120.0 0.0 10.000 -0.793 K7A -99.23 -0.0926 0.0 11.830 -1.096 Vel = 9.49 K7A 0.0 2.067 T 10.0 55.920 57.764 to 120.0 0.0 10.000 0.0 H7A -99.23 -0.0926 0.0 65.920 -6.106 Vel = 9.49 0.0 -99.23 51.658 K Factor = -13.81 H7 19.68 2.067 T 10.0 1.830 52.396 to 120.0 0.0 10.000 -0.793 H7A 19.68 0.0046 0.0 11.830 0.055 Vel = 1.88 H7A -99.23 2.067 T 10.0 83.080 51.658 to 120.0 0.0 10.000 0.0 G7A -79.55 -0.0615 0.0 93.080 -5.727 Vel = 7.61 0.0 -79.55 45.931 K Factor = -11.74 G7 79.55 2.067 T 10.0 1.830 45.996 to 120.0 0.0 10.000 -0.793 G7A 79.55 0.0615 0.0 11.830 0.728 Vel = 7.61 0.0 79.55 45.931 K Factor= 11.74 K8 -98.69 2.067 T 10.0 1.830 59.778 to 120.0 0.0 10.000 -0.793 K8A -98.69 -0.0916 0.0 11.830 -1.084 Vel = 9.44 K8A 0.0 2.067 T 10.0 55.920 57.901 to 120.0 0.0 10.000 0.0 H8A -98.69 -0.0917 0.0 65.920 -6.045 Vel = 9.44 0.0 -98.69 51.856 K Factor = -13.70 H8 21.23 2.067 T 10.0 1.830 52.585 to 120.0 0.0 10.000 -0.793 H8A 21.23 0.0054 0.0 11.830 0.064 Vel = 2.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 19 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 H8A -98.69 2.067 T 10.0 83.080 51.856 to 120.0 0.0 10.000 0.0 G8A -77.46 -0.0586 0.0 93.080 -5.453 Vel = 7.41 0.0 -77.46 46.403 K Factor = -11.37 G8 77.46 2.067 T 10.0 1.830 46.502 to 120.0 0.0 10.000 -0.793 G8A 77.46 0.0587 0.0 11.830 0.694 Vel = 7.41 0.0 77.46 46.403 K Factor= 11.37 K9 -98.56 2.067 T 10.0 1.830 59.937 to 120.0 0.0 10.000 -0.793 K9A -98.56 -0.0915 0.0 11.830 -1.082 Vel = 9.42 K9A 0.0 2.067 T 10.0 55.920 58.062 to 120.0 0.0 10.000 0.0 H9A -98.56 -0.0915 0.0 65.920 -6.029 Vel = 9.42 0.0 -98.56 52.033 K Factor = -13.66 H9 23.05 2.067 T 10.0 1.830 52.752 to 120.0 0.0 10.000 -0.793 H9A 23.05 0.0063 0.0 11.830 0.074 Vel = 2.20 H9A -98.56 2.067 T 10.0 83.080 52.033 to 120.0 0.0 10.000 0.0 G9A -75.51 -0.0559 0.0 93.080 -5.201 Vel = 7.22 0.0 -75.51 46.832 K Factor = -11.03 G9 75.51 2.067 T 10.0 1.830 46.963 to 120.0 0.0 10.000 -0.793 G9A 75.51 0.0560 0.0 11.830 0.662 Vel = 7.22 0.0 75.51 46.832 K Factor= 11.03 K10 -98.85 2.067 T 10.0 1.830 60.133 to 120.0 0.0 10.000 -0.793 K1 OA -98.85 -0.0920 0.0 11.830 -1.088 Vel = 9.45 K1 OA 0.0 2.067 T 10.0 55.920 58.252 to 120.0 0.0 10.000 0.0 H10A -98.85 -0.0920 0.0 65.920 -6.063 Vel = 9.45 0.0 -98.85 52.189 K Factor = -13.68 H10 25.19 2.067 T 10.0 1.830 52.895 to 120.0 0.0 10.000 -0.793 H 10A 25.19 0.0074 0.0 11.830 0.087 Vel = 2.41 H 10A -98.85 2.067 T 10.0 83.080 52.189 to 120.0 0.0 10.000 0.0 G10A -73.66 -0.0534 0.0 93.080 -4.968 Vel = 7.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 20 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 0.0 -73.66 47.221 K Factor = -10.72 G10 73.66 2.067 T 10.0 1.830 47.382 to 120.0 0.0 10.000 -0.793 G10A 73.66 0.0534 0.0 11.830 0.632 Vel = 7.04 0.0 73.66 47.221 K Factor= 10.72 K11 -99.06 2.067 T 10.0 1.830 60.199 to 120.0 0.0 10.000 -0.793 K11A -99.06 -0.0923 0.0 11.830 -1.092 Vel = 9.47 K11A 0.0 2.067 T 10.0 55.920 58.314 to 120.0 0.0 10.000 0.0 H1 1 A -99.06 -0.0923 0.0 65.920 -6.087 Vel = 9.47 0.0 -99.06 52.227 K Factor = -13.71 H11 25.89 2.067 T 10.0 1.830 52.928 to 120.0 0.0 10.000 -0.793 H1 1 A 25.89 0.0078 0.0 11.830 0.092 Vel = 2.48 H1 1 A -99.07 2.067 T 10.0 83.080 52.227 to 120.0 0.0 10.000 0.0 G1 1A -73.18 -0.0527 0.0 93.080 -4.908 Vel = 7.00 0.0 -73.18 47.319 K Factor = -10.64 G11 73.18 2.067 T 10.0 1.830 47.488 to 120.0 0.0 10.000 -0.793 G11A 73.18 0.0527 0.0 11.830 0.624 Vel = 7.00 0.0 73.18 47.319 K Factor= 10.64 K12 -75.13 2.469 T 12.0 1.830 59.097 to 120.0 0.0 12.000 -0.793 K1 2A -75.13 -0.0233 0.0 13.830 -0.322 Vel = 5.03 K1 2A 0.0 2.067 T 10.0 93.420 57.982 to 120.0 0.0 10.000 0.0 H 12A -75.13 -0.0554 0.0 103.420 -5.725 Vel = 7.18 0.0 -75.13 52.257 K Factor = -10.39 H12 14.58 2.067 T 10.0 1.830 53.018 to 120.0 0.0 10.000 -0.793 H 12A 14.58 0.0027 0.0 11.830 0.032 Vel = 1.39 H 12A -75.12 2.067 T 10.0 83.920 52.257 to 120.0 0.0 10.000 -0.043 G12A -60.54 -0.0371 0.0 93.920 -3.488 Vel = 5.79 0.0 -60.54 48.726 K Factor= -8.67 G12 60.54 2.469 T 12.0 1.830 49.346 to 120.0 0.0 12.000 -0.836 G12A 60.54 0.0156 0.0 13.830 0.216 Vel = 4.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 21 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 0.0 60.54 48.726 K Factor= 8.67 K14 -71.08 2.469 T 12.0 1.830 58.604 to 120.0 0.0 12.000 -0.793 K14A -71.08 -0.0210 0.0 13.830 -0.291 Vel = 4.76 K14A 0.0 2.067 T 10.0 93.420 57.520 to 120.0 0.0 10.000 0.0 H 14A -71.08 -0.0500 0.0 103.420 -5.167 Vel = 6.80 0.0 -71.08 52.353 K Factor= -9.82 H14 12.97 2.067 T 10.0 1.830 53.120 to 120.0 0.0 10.000 -0.793 H 14A 12.97 0.0022 0.0 11.830 0.026 Vel = 1.24 H 14A -71.08 2.067 T 10.0 83.920 52.353 to 120.0 0.0 10.000 9.888 G14A -58.11 -0.0344 0.0 93.920 -3.233 Vel = 5.56 0.0 -58.11 59.008 K Factor= -7.56 G14 58.11 2.469 T 12.0 1.830 49.712 to 120.0 0.0 12.000 9.095 G14A 58.11 0.0145 0.0 13.830 0.201 Vel = 3.89 0.0 58.11 59.008 K Factor = 7.56 K15 -67.27 2.469 T 12.0 1.830 58.159 to 120.0 0.0 12.000 -0.793 K1 5A -67.27 -0.0189 0.0 13.830 -0.262 Vel = 4.51 K1 5A 0.0 2.067 T 10.0 93.420 57.104 to 120.0 0.0 10.000 0.0 H 15A -67.27 -0.0451 0.0 103.420 -4.667 Vel = 6.43 0.0 -67.27 52.437 K Factor= -9.29 H15 11.47 2.067 T 10.0 1.830 53.209 to 120.0 0.0 10.000 -0.793 H15A 11.47 0.0018 0.0 11.830 0.021 Vel = 1.10 H 15A -67.28 2.067 T 10.0 83.920 52.437 to 120.0 0.0 10.000 9.888 G15A -55.81 -0.0319 0.0 93.920 -3.000 Vel = 5.34 0.0 -55.81 59.325 K Factor= -7.25 G15 55.81 2.469 T 12.0 1.830 50.044 to 120.0 0.0 12.000 9.095 G15A 55.81 0.0134 0.0 13.830 0.186 Vel = 3.74 0.0 55.81 59.325 K Factor = 7.25 K16 -64.19 2.469 T 12.0 1.830 57.814 to 120.0 0.0 12.000 -0.793 K16A -64.19 -0.0174 0.0 13.830 -0.241 Vel = 4.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 22 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 K1 6A 0.0 2.067 T 10.0 93.420 56.780 to 120.0 0.0 10.000 0.0 H 16A -64.19 -0.0414 0.0 103.420 -4.278 Vel = 6.14 0.0 -64.19 52.502 K Factor= -8.86 H16 10.24 2.067 T 10.0 1.830 53.278 to 120.0 0.0 10.000 -0.793 H 16A 10.24 0.0014 0.0 11.830 0.017 Vel = 0.98 H16A -64.19 2.067 T 10.0 83.920 52.502 to 120.0 0.0 10.000 9.888 G16A -53.95 -0.0300 0.0 93.920 -2.818 Vel = 5.16 0.0 -53.95 59.572 K Factor= -6.99 G16 53.95 2.469 T 12.0 1.830 50.302 to 120.0 0.0 12.000 9.095 G16A 53.95 0.0127 0.0 13.830 0.175 Vel = 3.62 0.0 53.95 59.572 K Factor = 6.99 K17 -61.27 2.469 T 12.0 1.830 57.500 to 120.0 0.0 12.000 -0.793 K1 7A -61.27 -0.0160 0.0 13.830 -0.221 Vel = 4.11 K1 7A 0.0 2.067 T 10.0 93.420 56.486 to 120.0 0.0 10.000 0.0 H 17A -61.27 -0.0380 0.0 103.420 -3.926 Vel = 5.86 0.0 -61.27 52.560 K Factor = -8.45 H17 9.07 2.067 T 10.0 1.830 53.339 to 120.0 0.0 10.000 -0.793 H 17A 9.07 0.0012 0.0 11.830 0.014 Vel = 0.87 H 17A -61.27 2.067 T 10.0 83.920 52.560 to 120.0 0.0 10.000 9.888 G17A -52.2 -0.0282 0.0 93.920 -2.651 Vel = 4.99 0.0 -52.20 59.797 K Factor= -6.75 G17 52.20 2.469 T 12.0 1.830 50.538 to 120.0 0.0 12.000 9.095 G17A 52.2 0.0119 0.0 13.830 0.164 Vel = 3.50 0.0 52.20 59.797 K Factor = 6.75 K18 -58.52 2.469 T 12.0 1.830 57.215 to 120.0 0.0 12.000 -0.793 K1 8A -58.52 -0.0147 0.0 13.830 -0.203 Vel = 3.92 K1 8A 0.0 2.067 T 10.0 93.420 56.219 to 120.0 0.0 10.000 0.0 H 18A -58.52 -0.0349 0.0 103.420 -3.606 Vel = 5.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 23 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 0.0 -58.52 52.613 K Factor= -8.07 H18 7.96 2.067 T 10.0 1.830 53.395 to 120.0 0.0 10.000 -0.793 H 18A 7.96 0.0009 0.0 11.830 0.011 Vel = 0.76 H 18A -58.53 2.067 T 10.0 83.920 52.613 to 120.0 0.0 10.000 9.888 G18A -50.57 -0.0266 0.0 93.920 -2.500 Vel = 4.84 0.0 -50.57 60.001 K Factor= -6.53 G18 50.57 2.469 T 12.0 1.830 50.751 to 120.0 0.0 12.000 9.095 G18A 50.57 0.0112 0.0 13.830 0.155 Vel = 3.39 0.0 50.57 60.001 K Factor = 6.53 K19 -55.92 2.469 T 12.0 1.830 56.956 to 120.0 0.0 12.000 -0.793 K1 9A -55.92 -0.0134 0.0 13.830 -0.186 Vel = 3.75 K1 9A 0.0 2.067 T 10.0 93.420 55.977 to 120.0 0.0 10.000 0.0 H 19A -55.92 -0.0321 0.0 103.420 -3.316 Vel = 5.35 0.0 -55.92 52.661 K Factor= -7.71 H19 6.87 2.067 T 10.0 1.830 53.446 to 120.0 0.0 10.000 -0.793 H 19A 6.87 0.0007 0.0 11.830 0.008 Vel = 0.66 H 19A -55.92 2.067 T 10.0 83.920 52.661 to 120.0 0.0 10.000 9.888 G19A -49.05 -0.0252 0.0 93.920 -2.363 Vel = 4.69 0.0 -49.05 60.186 K Factor= -6.32 G19 49.05 2.469 T 12.0 1.830 50.945 to 120.0 0.0 12.000 9.095 G19A 49.05 0.0106 0.0 13.830 0.146 Vel = 3.29 0.0 49.05 60.186 K Factor = 6.32 K20 -53.47 2.469 T 12.0 1.830 56.722 to 120.0 0.0 12.000 -0.793 K20A -53.47 -0.0124 0.0 13.830 -0.171 Vel = 3.58 K20A 0.0 2.067 T 10.0 93.420 55.758 to 120.0 0.0 10.000 0.0 H2OA -53.47 -0.0295 0.0 103.420 -3.052 Vel = 5.11 0.0 -53.47 52.706 K Factor= -7.37 H2O 5.81 2.067 T 10.0 1.830 53.493 to 120.0 0.0 10.000 -0.793 H2OA 5.81 0.0005 0.0 11.830 0.006 Vel = 0.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 24 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 H2OA -53.47 2.067 T 10.0 83.920 52.706 to 120.0 0.0 10.000 9.888 G20A -47.66 -0.0239 0.0 93.920 -2.241 Vel = 4.56 0.0 -47.66 60.353 K Factor= -6.13 G20 47.66 2.469 T 12.0 1.830 51.120 to 120.0 0.0 12.000 9.095 G20A 47.66 0.0100 0.0 13.830 0.138 Vel = 3.19 0.0 47.66 60.353 K Factor= 6.13 K21 -51.15 2.469 T 12.0 1.830 56.510 to 120.0 0.0 12.000 -0.793 K21 A -51.15 -0.0114 0.0 13.830 -0.158 Vel = 3.43 K21 A 0.0 2.067 T 10.0 93.420 55.559 to 120.0 0.0 10.000 0.0 H21 A -51.15 -0.0272 0.0 103.420 -2.811 Vel = 4.89 0.0 -51.15 52.748 K Factor= -7.04 H21 4.76 2.067 T 10.0 1.830 53.536 to 120.0 0.0 10.000 -0.793 H21 A 4.76 0.0004 0.0 11.830 0.005 Vel = 0.46 H21 A -51.15 2.067 T 10.0 83.920 52.748 to 120.0 0.0 10.000 9.888 G21 A -46.39 -0.0227 0.0 93.920 -2.132 Vel = 4.44 0.0 -46.39 60.504 K Factor= -5.96 G21 46.39 2.469 T 12.0 1.830 51.277 to 120.0 0.0 12.000 9.095 G21 A 46.39 0.0095 0.0 13.830 0.132 Vel = 3.11 0.0 46.39 60.504 K Factor = 5.96 K22 -48.96 2.469 T 12.0 1.830 56.318 to 120.0 0.0 12.000 -0.793 K22A -48.96 -0.0105 0.0 13.830 -0.145 Vel = 3.28 K22A 0.0 2.067 T 10.0 93.420 55.380 to 120.0 0.0 10.000 0.0 H22A -48.96 -0.0251 0.0 103.420 -2.593 Vel = 4.68 0.0 -48.96 52.787 K Factor= -6.74 H22 3.71 2.067 T 10.0 1.830 53.577 to 120.0 0.0 10.000 -0.793 H22A 3.71 0.0003 0.0 11.830 0.003 Vel = 0.35 H22A -48.95 2.067 T 10.0 83.920 52.787 to 120.0 0.0 10.000 9.888 G22A -45.24 -0.0217 0.0 93.920 -2.035 Vel = 4.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 25 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 0.0 -45.24 60.640 K Factor= -5.81 G22 45.24 2.469 T 12.0 1.830 51.419 to 120.0 0.0 12.000 9.095 G22A 45.24 0.0091 0.0 13.830 0.126 Vel = 3.03 0.0 45.24 60.640 K Factor = 5.81 K23 -46.88 2.469 T 12.0 1.830 56.144 to 120.0 0.0 12.000 -0.793 K23A -46.88 -0.0097 0.0 13.830 -0.134 Vel = 3.14 K23A 0.0 2.067 T 10.0 93.420 55.217 to 120.0 0.0 10.000 0.0 H23A -46.88 -0.0231 0.0 103.420 -2.392 Vel = 4.48 0.0 -46.88 52.825 K Factor= -6.45 H23 2.65 2.067 T 10.0 1.830 53.616 to 120.0 0.0 10.000 -0.793 H23A 2.65 0.0002 0.0 11.830 0.002 Vel = 0.25 H23A -46.87 2.067 T 10.0 83.920 52.825 to 120.0 0.0 10.000 9.888 G23A -44.22 -0.0208 0.0 93.920 -1.951 Vel = 4.23 0.0 -44.22 60.762 K Factor= -5.67 G23 44.22 2.469 T 12.0 1.830 51.546 to 120.0 0.0 12.000 9.095 G23A 44.22 0.0087 0.0 13.830 0.121 Vel = 2.96 0.0 44.22 60.762 K Factor = 5.67 K24 -44.90 2.469 T 12.0 1.830 55.988 to 120.0 0.0 12.000 -0.793 K24A -44.9 -0.0090 0.0 13.830 -0.124 Vel = 3.01 K24A 0.0 2.067 T 10.0 93.420 55.071 to 120.0 0.0 10.000 0.0 H24A -44.9 -0.0214 0.0 103.420 -2.209 Vel = 4.29 0.0 -44.90 52.862 K Factor= -6.18 H24 1.57 2.067 T 10.0 1.830 53.654 to 120.0 0.0 10.000 -0.793 H24A 1.57 0.0001 0.0 11.830 0.001 Vel = 0.15 H24A -44.90 2.067 T 10.0 83.920 52.862 to 120.0 0.0 10.000 9.888 G24A -43.33 -0.0200 0.0 93.920 -1.879 Vel = 4.14 0.0 -43.33 60.871 K Factor= -5.55 G24 43.33 2.469 T 12.0 1.830 51.659 to 120.0 0.0 12.000 9.095 G24A 43.33 0.0085 0.0 13.830 0.117 Vel = 2.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 26 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 0.0 43.33 60.871 K Factor= 5.55 H1 71.99 4.26 0.0 8.000 51.646 to 120.0 0.0 0.0 0.0 H2 71.99 0.0015 0.0 8.000 0.012 Vel = 1.62 H2 72.03 4.26 0.0 8.000 51.658 to 120.0 0.0 0.0 0.0 H3 144.02 0.0055 0.0 8.000 0.044 Vel = 3.24 H3 72.14 4.26 0.0 8.000 51.702 to 120.0 0.0 0.0 0.0 H4 216.16 0.0115 0.0 8.000 0.092 Vel = 4.87 H4 72.38 4.26 0.0 8.000 51.794 to 120.0 0.0 0.0 0.0 H5 288.54 0.0198 0.0 8.000 0.158 Vel = 6.49 H5 67.69 4.26 0.0 8.000 51.952 to 120.0 0.0 0.0 0.0 H6 356.23 0.0291 0.0 8.000 0.233 Vel = 8.02 H6 -18.35 4.26 0.0 8.000 52.185 to 120.0 0.0 0.0 0.0 H7 337.88 0.0264 0.0 8.000 0.211 Vel = 7.61 H7 -19.68 4.26 0.0 8.000 52.396 to 120.0 0.0 0.0 0.0 H8 318.2 0.0236 0.0 8.000 0.189 Vel = 7.16 H8 -21.24 4.26 0.0 8.000 52.585 to 120.0 0.0 0.0 0.0 H9 296.96 0.0209 0.0 8.000 0.167 Vel = 6.68 H9 -23.05 4.26 0.0. 8.000 52.752 to 120.0 0.0 0.0 0.0 H10 273.91 0.0179 0.0 8.000 0.143 Vel = 6.17 H10 -25.19 4.26 0.0 2.250 52.895 to 120.0 0.0 0.0 0.0 H11 248.72 0.0147 0.0 2.250 0.033 Vel = 5.60 H11 -25.88 4.26 0.0 7.340 52.928 to 120.0 0.0 0.0 0.0 H12 222.84 0.0123 0.0 7.340 0.090 Vel = 5.02 H12 -14.59 4.26 0.0 9.420 53.018 to 120.0 0.0 0.0 0.0 H14 208.25 0.0108 0.0 9.420 0.102 Vel = 4.69 H14 -12.97 4.26 0.0 9.340 53.120 to 120.0 0.0 0.0 0.0 H15 195.28 0.0095 0.0 9.340 0.089 Vel = 4.40 H15 -11.47 4.26 0.0 8.000 53.209 to 120.0 0.0 0.0 0.0 H16 183.81 0.0086 0.0 8.000 0.069 Vel = 4.14 H16 -10.24 4.26 0.0 8.000 53.278 to 120.0 0.0 0.0 0.0 H17 173.57 0.0076 0.0 8.000 0.061 Vel = 3.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Finai Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 27 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 H17 -9.07 4.26 0.0 8.000 53.339 to 120.0 0.0 0.0 0.0 H18 164.5 0.0070 0.0 8.000 0.056 Vel = 3.70 H18 -7.96 4.26 0.0 8.000 53.395 to 120.0 0.0 0.0 0.0 H19 156.54 0.0064 0.0 8.000 0.051 Vel = 3.52 H19 -6.87 4.26 0.0 8.000 53.446 to 120.0 0.0 0.0 0.0 H2O 149.67 0.0059 0.0 8.000 0.047 Vel = 3.37 H2O -5.81 4.26 0.0 8.000 53.493 to 120.0 0.0 0.0 0.0 H21 143.86 0.0054 0.0 8.000 0.043 Vel = 3.24 H21 -4.76 4.26 0.0 8.000 53.536 to 120.0 0.0 0.0 0.0 H22 139.1 0.0051 0.0 8.000 0.041 Vel = 3.13 H22 -3.71 4.26 0.0 8.000 53.577 to 120.0 0.0 0.0 0.0 H23 135.39 0.0049 0.0 8.000 0.039 Vel = 3.05 H23 -2.65 4.26 0.0 8.000 53.616 to 120.0 0.0 0.0 0.0 H24 132.74 0.0048 0.0 8.000 0.038 Vel = 2.99 H24 -1.57 4.26 0.0 2.000 53.654 to 120.0 0.0 0.0 0.0 H13 131.17 0.0045 0.0 2.000 0.009 Vel = 2.95 H13 0.0 4.26 0.0 0.920 53.663 to 120.0 0.0 0.0 -0.398 H13A 131.17 0.0043 0.0 0.920 0.004 Vel = 2.95 0.0 131.17 53.269 K Factor= 17.97 K1 107.52 6.357 0.0 8.000 59.396 to 120.0 0.0 0.0 0.0 K2 107.52 0.0004 0.0 8.000 0.003 Vel = 1.09 K2 107.48 6.357 0.0 8.000 59.399 to 120.0 0.0 0.0 0.0 K3 215.0 0.0016 0.0 8.000 0.013 Vel = 2.17 K3 107.26 6.357 0.0 8.000 59.412 to 120.0 0.0 0.0 0.0 K4 322.26 0.0035 0.0 8.000 0.028 Vel = 3.26 K4 106.85 6.357 0.0 8.000 59.440 to 120.0 0.0 0.0 0.0 K5 429.11 0.0059 0.0 8.000 0.047 Vel = 4.34 K5 103.60 6.357 0.0 8.000 59.487 to 120.0 0.0 0.0 0.0 K6 532.71 0.0088 0.0 8.000 0.070 Vel = 5.38 K6 100.14 6.357 0.0 8.000 59.557 to 120.0 0.0 0.0 0.0 K7 632.85 0.0120 0.0 8.000 0.096 Vel = 6.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finai Calculations - Hazen -Williams Legacy Fire Protection, Inc. Page 28 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 K7 99.23 6.357 0.0 8.000 59.653 to 120.0 0.0 0.0 0.0 K8 732.08 0.0156 0.0 8.000 0.125 Vel = 7.40 K8 98.69 6.357 0.0 8.000 59.778 to 120.0 0.0 0.0 0.0 K9 830.77 0.0199 0.0 8.000 0.159 Vel = 8.40 K9 98.56 6.357 0.0 8.000 59.937 to 120.0 0.0 0.0 0.0 K10 929.33 0.0245 0.0 8.000 0.196 Vel = 9.39 K10 98.85 6.357 0.0 2.250 60.133 to 120.0 0.0 0.0 0.0 K11 1028.18 0.0293 0.0 2.250 0.066 Vel = 10.39 K11 99.06 8.249 2E 42.282 42.080 60.199 to 120.0 T 41.108 83.390 0.0 13 1127.24 0.0098 0.0 125.470 1.232 Vel = 6.77 0.0 1127.24 61.431 K Factor = 143.82 FDVB 100.00 2.157 T 12.307 29.000 47.993 Qa = 100 to 120.0 3E 18.46 31.998 -7.363 G513 100.0 0.0764 G 1.231 60.998 4.658 Vel = 8.78 0.0 100.00 45.288 K Factor= 14.86 TOR 2605.62 8.249 Bvcb 12.92 19.000 64.781 to 120.0 1 15.269 81.042 8.229 BOR 2605.62 0.0463 S 52.853 100.042 4.628 Vel = 15.64 BOR 0.0 12.34 3E 126.586 92.000 77.638 to 140.0 2G 18.753 145.339 3.465 7 2605.62 0.0049 0.0 237.339 1.161 Vel = 6.99 7 0.0 12.34 3E 95.177 63.000 82.264 to 120.0 0.0 95.177 -3.465 6 2605.62 0.0065 0.0 158.177 1.030 Vel = 6.99 6 0.0 10.02 2E 44.0 10.000 79.829 to 120.0 Zfb 0.0 44.000 7.175 * * Fixed Loss = 7.175 5 2605.62 0.0179 0.0 54.000 0.968 Vel = 10.60 5 0.0 12.34 2E 84.39 45.000 87.972 to 140.0 0.0 84.390 0.866 TEST 2605.62 0.0049 0.0 129.390 0.634 Vel = 6.99 400.00 Qa = 400.00 3005.62 89.472 K Factor = 317.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Date../ TOWN OF NORTH ANDOVER PERMIT FOR WIRING Thiscertifies that...........................................:................................................ has permission to perform wiring in the building of at...................................................................... North Andover, Mass. Fee �:: 5........... Lic. No:..'.� Z. . �. ..... .... .... ELECTRICAL INSPECTOR Check # y T� 922 11 �+ Luiz massachusetts Electrical Code Amendments 527 CMR 12.00 § Rule 8: In accordance -with the provisions of M.G.L. c. 143, § 3L, the permit application form to provide notice of installation of wiring shall be uniform throughout the Commonwealth, and applications shall be filed on the prescribed form. Ager a perntit application has been accepted by an Inspector of Wires ap1ioiated pTrsuant to M. GI c. 166, § 32, an ctrical permit shall be issued to t+ P person, firm or corporation stated on the permit application. Such entity shall be responsible for the notification of completion of the work as required in M.G.L. c. 143, § 3L. ofermits shall_be limited as to the time ofongoing construction activity, and may be_deemed.by.the.Inspector_of_Wires abandoned.and_invalid ifhe—_.. _ ? he has determined that the authorized work has not commenced or has not progressed during the preceding 12 -month period. Upon written application, an extension of time for completion of work shall be permitted for reasonable cause. A permit shall be terminated upon the written request of either the owner or.the installing entity stated on the permit application. F1 The Permit Extension Act was created by Section 173 of Chapter 240 of the Acts of 2010 and extended by Sections.74 and 75 of Chapter 238 of the Acts of 2012. The purpose of this act is to promote job growth and long-term economic recovery and the Permit Extension Act furthers this purpose by establishing an automatic four-year extension to certain permits and licenses concerning the use or development of real property. With limited exceptions, the Act automatically extends, for four years beyond its otherwise applicable expiration date, any permit or approval that was "in effect or existence" during the qualifying period beginning on AVust 15, 2008 and extending through August 15, 2012. —Permit/Date Closed: �i1 %<K 4? ** Note: Reapply for new ❑ Permit Extension Act — R U 1%1 Commonwealth of Massachusetts Ofticial Use Only Department of Fire Services Permit No. BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked e�5 '- [Rev. 1/071 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 1-19-2010 City or Town of: North Andover To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 351 Holt RD Owner or Tenant : Solo Cup Telephone No. 9 V -*�P 3& - Owner's Address: Is this permit in conjunction with a building permit? Yes 5d No L__. (Check Appropriate Box) Purpose of Building: Utility Authorization No. Existing Service Amps Volts Overhead ❑ Undgrd ❑ New Service Amps Volts Overhead ❑ Undgrd ❑ Number of Feeders and Ampacity No. of Meters 0 No. of Meters 0 Location and Nature of Proposed Electrical Work: Relocate machinery and install new lighting Completion of the ollowin table may be waived by the In ector of Wires. No. of Recessed Luminaries No. of Ceil: Susp. (Paddle) Fans No. of Total Transformers KVA No. of Luminaries Outlets No. of Hot Tubs Generators KVA No. of Luminaries 25 Swimming Pool Above E] In- ❑ rnd. rnd. o. o Emergency Lighting Batte Units No. of Receptacle Outlets 8 No. of Oil Burners FIRE ALARMS I No. of Zones XT ^ ^'' -•'--hes No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Disposers Heat Pump Totals: Number ­ * * ***** Tons "' ' "' ' KW ............ No. of Self -Contained Detection/AlertingDevices No. of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems: 61 No. of Devices or Equi alent No. of Water KW Heaters No. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecomf Devicesor Wiring: No. of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: $ 95,000.00 (When required by municipal policy.) Work to Start: 1-15-2010 Inspections to be requested in accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ (Specify:) Netherlands Ins. Co. 3-25-10 Icertify, under the pains and penalties ofperjury, that the inform atigp kn this application is true and complete. FIRM NAME: Cranney Electric Co., Inc. Licensee: Brian Cranny LIC. NO.: A11918 NO.: E25704 (If applicable, enter "exempt " in the license number line) Bus. Tel. No.: 1-978-750-6900 Address: 10 Rainbow Teff., Danvers, MA 01923 Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one)❑ owner ❑ owner's a ent. Owner/Agent SignaturTelephone No. PERMIT FEE: $ Deems, Maura C. V From: Brown, Gerald Sent: Thursday, March 21, 2013 3:47 PM To: Deems, Maura Subject: FW: Public Records Request Please look file, From: Santilli, Ray Sent: Thursday, March 21, 2013 3:27 PM To: Melnikas, Andrew; Brown, Gerald Subject: Public Records Request This office has received a public records request for the following documents pertaining to the property at 351 Holt Road Extension (I think that should be 351 Holt Road): Open Building Code Violations Open Permits Copies of Certificates of Occupancy Current Zoning Classification General Parking Requirements Open Fire Code Violations Date of Last Inspection If these are 'simple' requests, please forward copies of the appropriate documents to my office. If a more detailed search is required, please let me know an estimate of the time needed and the number of pages of documents. If you have any questions, please call me. Thanks Ray Santilli Assistant Town Manager Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978.688.9516 Fax 978.688.9556 Email rsantilli@townofnorthandover.com Web www.townofnorthandover.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. 1 .`/ 11D \ Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. �`� BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 1/071 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 {PLEASE PRINT IN' INK OR TYPE ALL INFORMATION) Date: 1-19-2010 City or Town of: North Andover To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 351 Holt RD Owner or Tenant: Solo Cup Telephone No. 9 jP -y JY %&`9 Owner's Address: Is this permit in conjunction with a building permit? Yes 10 No L (Check Appropriate Box) Purpose of Building: Utility Authorization No. Existing Service Amps Volts New Service Amps Volts Number of Feeders and Ampacity Overhead ❑ Undgrd ❑ No. of Meters 0 Overhead ❑ Undgrd ❑ No. of Meters 0 Location and Nature of Proposed Electrical Work: Relocate machinery and install new lighting Com letion o the Allotivin table mn be waived b the Inspector of Wires. Attach additionat detail tr desu•ed, or as regu►rea oy the tnspewaw oj ,rues. Estimated Value of Electrical Work: $ 95,000.00 (When required by municipal policy.) Work to Start: 1-15-2010 Inspections to be requested itn accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ I certify, under thepains and penalties ofpeijnty, that the inj FIRM NAME: Cranney Electric Co., Inc. (Specify:) Netherlands Ins. Co. 3-25-10 rr»atio tI this aW1icatiott is trite and complete. i % 11 " tIC. NO.: Al 1918 Licensee: Bria Signature IC. NO.: E25704 (Ifapplicable, enter "exempt" to the license number line.) Bits. Tel, No.: 1-978-750-6900 Address: 10 Rainbow Tern, Danvers, MA 01923 Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE: $ Signature Telephone No. of Total No. of Recessed Luminaries No. of Ceil.-Susp. (Paddle) Dans Transformers KVA Tr No. of Luminaries Outlets No. of Hot Tubs Generators KVA No. of Luminaries 25 Above Ali- Swimming Pool rnd. grnd. ❑ o. o mergency WIT]g Batter Units No. of Receptacle Outlets 8 No. of Oil Burners TIRE ALARMS No. of Zones To. of Detection and No. of Cats Burners InitiatingDevices No. of Ranges No. of Air Cond. TonTots No. of Alerting Devices Heat Pump Number Tons W o. o Self -Contained No. of Waste Disposers P Totals: _• - Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local E] Municipal ElOther No. Dryers Heating Appliances KW Systems: Sect Equivalent bl of No of Devices or No. of WatetK�,1, o. of No. of Data Wiring: Heaters Signs Ballasts No. of Devices or E uivalent-•- No. Hydromassage Bathtubs No. of Motors Total HP Telecomf Devicesor nr ng: No, of Devices or E uivalent OTHER: ' Attach additionat detail tr desu•ed, or as regu►rea oy the tnspewaw oj ,rues. Estimated Value of Electrical Work: $ 95,000.00 (When required by municipal policy.) Work to Start: 1-15-2010 Inspections to be requested itn accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ I certify, under thepains and penalties ofpeijnty, that the inj FIRM NAME: Cranney Electric Co., Inc. (Specify:) Netherlands Ins. Co. 3-25-10 rr»atio tI this aW1icatiott is trite and complete. i % 11 " tIC. NO.: Al 1918 Licensee: Bria Signature IC. NO.: E25704 (Ifapplicable, enter "exempt" to the license number line.) Bits. Tel, No.: 1-978-750-6900 Address: 10 Rainbow Tern, Danvers, MA 01923 Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE: $ Signature Telephone No. 0 u — Ra LrA `. Mdands ln!�tates — Inlena!e . 6eoy>t Lends — htabr Roads s3D<tr,U Roads 94D:,V0 µORTLf CtEas—mb Bu5;r+5 Dsl d f r q e.b�rOOL C3 LTVPC Boundary COArew De'! DevO.W-4 Q MI-16pal 9ainda y D51 �a�444t.1° Da'.nt DMl st A Deti ' Zonng O; elay f MV," 41 B Adut Enterta'nment 2 Dstkt 3 D'strci# d Oreday mm"t µ If= En C9 FTstarie 0strie( ce t D"sfrct 'T1 °44rs° .���.(9 gsSreGHUSQS OlYaler P%edon w 3 D31rkt O Parcels . 4 D;sVtt ce 5 D;sMU t.i Hydrogaphb Fe4twvs Streams 1"= 698 k �': BJSnd a f D'strict T::1 Bus:te s 2 D'sV4 M BUV s3D<tr,U ®Bunte In 94D:,V0 µORTLf 0" FS Bu5;r+5 Dsl d f r q e.b�rOOL PLanne ' C.Mdc COArew De'! DevO.W-4 [f Comdr fR Comdo D51 �a�444t.1° Da'.nt DMl st A Deti ' Indvdtn f MV," 41 Indust Pt Induslr 2 Dstkt 3 D'strci# µ Re,: RMU ce t D"sfrct 'T1 °44rs° .���.(9 gsSreGHUSQS R3 Ras'de w 3 D31rkt de .da . 4 D;sVtt ce 5 D;sMU Hodzon'Al DaLm: IFA Saleplane Co d a!e S>ste•m, Datum NI4D33, MVem Data S—ces: The daa for M map %as prod -iced by hlarfimack Vzay PI&W09 Comm'ssbn (MYPC) us'ng data prorded by M Toan or North And°,Tr. Add't;OW data p -a by Ute E.eaRvs OFre of EnYronrc W AroMtassGM. The tNormaion dep'cL� on dis mep is rorpamaV puryoses oMy. Itnay not to adegrate for Pegs bowdary defrrtTan or ro9Jabry Irl -Wel -f— THE TOWN OF NORTH ANDOVER h1AKES JIG WARRANTIES, EXPRESSED OR LHPLIED, CONCERN NO THE ACCURACY, CObQ` ETENESS, RELIA811TY, OR SUMAB'LITY OF THESE DATA THE MAN OF NORTH ANDOVER DOES NOT ASSUME ANY LIAB!LrTYASSOCCATFoVmH THE USE OR LI;SUSE OF THIS INFORMATION I ... ...... .. ... . .... ... ..... ........... 4 1 to q 6 0 k-4 rA o m 0 o 0 -n z 0 CA -0.6. N1 6 6 m go CL rA m Z,O 00 U) M m Mu > z 0 NN 00 I Im m o 0 -n z 0 ch -0.6. N1 6 6 m go 0, Z,O 00 m Mu > z 0 NN I Im Deems, Maura From: Brown, Gerald Sent: -Thursday, March 21, 2013 3:47 PM To: Deems, Maura Subject: FW: Public Records Request Please look file, From: Santilli, Ray Sent: Thursday, March 21, 2013 3:27 PM To: Melnikas, Andrew; Brown, Gerald Subject: Public Records Request This office has received a public records request for the following documents pertaining to the property at 351 Holt Road Extension (I think that should be 351 Holt Road): Open Building Code Violations 1�p, c_ Open Permits Copies of Certificates of Occupa Current Zoning Classification t�y General Parking Requirements Open Fire Code Violations Date of Last Inspection - 7 A If these are 'simple' requests, please forward copies of the appropriate documents to my office. If a more detailed search is required, please let me know an estimate of the time needed and the number of pages of documents. If you have any questions, please call me. Thanks Ray Santilli Assistant Town Manager Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978.688.9516 Fax 978.688.9556 Email rsantilliPtownofnorthandover.com Web www.townofnorthandover.com scrN eQ � s a 4 lei TAZS'IV3 Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. 11-Q Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. Aa BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 1/071 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT ININK OR TYPE ALL INFORMATION) Date: 1-19-2010 City or Town of. North Andover To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 351 Holt RD Owner or Tenant: Solo Cup Telephone No. 97p Owner's Address: Is this permit in conjunction with a building permit? Yes 5d No L (Check Appropriate Box) Purpose of Building.: Utility Authorization No. Existing Service Amps Volts Overhead ❑ Undgrd ❑ New Service Amps Volts Overhead ❑ Undgrd ❑ Number of Feeders and Ampacity No. of Meters 0 No. of Meters 0 Location and Nature of Proposed Electrical Work: Relocate machinery and install new lighting Completion ofthe following table may be waived by the Inspector of Wires. No. of Recessed Luminaries No. of Ceil: Susp. (Paddle) Fans No. of Total Transformers KVA No. of Luminaries Outlets No. of Hot Tubs Generators KVA No. of Luminaries 25 Above )(n- Swimming Pool rnd. E]rnd. ❑ of o. o Emergency Lighting Units No. of Receptacle Outlets 8 No. of Oil Burners FIRE ALARMS I No. of Zones XT.. -f c., 4— yesNo. %-, P.-- -- of Gas Burners No. of Detection and Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices g No. of Waste Disposers Heat Pum Totals Number ""' ' " ' "'"' Tons """""""""""' KW """""""""""' No. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local ❑Municipal ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems: 61 No. of Devices or Equivalent No. of Water KW Heaters No. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent-- No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring. No. of Devices or Equivalent OTHER: . Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: $ 95,000.00 (When required by municipal policy.) Work to Start: 1-15-2010 Inspections to be requested in accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ (Specify:) Netherlands Ins. Co.- 3-25-10 I certify, under the pains and penalties of perjury, that the informati jl en this apelication is true and complete. FIRM NAME: Cranney Electric Co., Inc. LIC. NO.: Al 1918 Licensee: Brian Cranney Signature IC. NO.: E25704 (If applicable, enter "exempt" in the license number line.) Bus. Tel. No.: 1-978-750-6900 Address: 10 Rainbow Tern, Danvers, MA 01923 Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ a —i 0 Z 0 North Andover MIMAP March 22, 2013 , - r ::'•vJf j Methuen /f I Osgood Smart Growth / l •1 0 SOltR J& -DD1-A-dutt:Ent rtainment - •• 1f Rail Line "W Wetlands Zoning Interstates — Interstate Exempt Lands -Busine C Busine s 1 District s 2 District - Hod—tal Datum: MA Stateplane Coordinate System, Datum NA083, — Major Roads O Busine ® Busine s 3 District Meters Data Sources: The data for this map was produced by Merrimack Roads ® Genera s 4 DistdclNOR?Ff Business District q,y Valley Planning Commission (MVPC) using data provided by the Town of North Andover. Additional data by the Executive L r Easements O Planne 0f tau s Commercial Dev j btt �� O0 provided Office of Environmental Affairs/MassGIS. The information depicted on this map is []MVPC Boundary C3 Municipal Boundary Corrido id Corrido G Corrido Development Dist -; L Development Dist p .—–* A Development Dist �'- 9 for planning legal undary definition or regulatory interpretation. ses only. It THE TOWN t OFrNORTHANDOVER MAKES NO WARRANTIES, EXPRESSED OR IMPLIED, CONCERNING ZoningOverlay Industri 1 District « THE ACCURACY, COMPLETENESS, Y B Adult Entertainment ©Downtown Overlay District Industri Q Industri 12 District n • • s 13 District RELIABILITY, OR SUITABILITY OF THESE DATA. THE TOWN OF NORTH ANDOVER DOES NOT Historicaer District O Industri I S Distdcl e • ^r ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF ©WalerProtection (3 Reside c o'er.•` cel District 'tlf +A THIS INFORMATION ❑ Parcels Residei rQ Reade ce 2 District SSw�IMU58 ce 3 District :: Hydrographic Features 1 de ce 4 District Streams 1" = 698 ft .{ }ede YYYY de ce5 District ce 6 District e e esidential District .Y� v tm S•' .y'L \4.e1 h5 i �Wt d iPM3:�. l O - c1 H l � y� fS _roe 0 � � � C A H C � y o � o � � r � A � C c� 0 d cn z n x co 0 co H N �I 00 tj N 6 6 o > r-3 0 O —I :6rn Z O m Z m 90 Z `0 . v C7 00 C C m Ma �> Z n A I 28� 0 7 Date................................. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that �- t 9`r r��!�. �% C?.F�.�........ SEIPUICC :....... ............ 1 has permission to perform ......... !. ........ f.... .4. ��y ........ wiring in the building of �� L v Cv 19 .�............................ ..... �4 � .S/ {�O L T /2 North Andover, Mass. ( son �I ��' 7i�.u.,h Fee ...Z .........':. Lic. No....1..7 $ . �.................. /.................... ..� ELECTRICAL INSPECTOR Check # 7V0 ` Cfornmonuwea& o f Maeaac4wetb Official Use Only —J c Pennit No. 7G 8 Q Apartment o f Jiro Seruicee Occupancy and Fee Checked ` BOARD OF FIRE PREVENTION REGULATIONS � [Rev. 1/07] (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (M C) 527 CMR 12.00 (PLEASE PRLNT LV INK ORT PE ALL INF -OR M4 TION) Date: o� City or Town of:YPM &/W) To the Inspec or of Wires: By this application the undersigned gives noticg of his nor hgr iptention to perform the electrical work described below. Location (Street & Number) Owner or Tenant Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building Existing Service New Service Utility Authorization No. Amps / Volts Overhead ❑ Undgrd ❑ b Amps / Volts Overhead ❑ Undgrd ❑ b ,Number of Feeders and Ampacity `Location and Nature of Proposed Electrical Work: No. of Meters No. of Meters Completion of the following table nzay be waived by the Inspector of LVires. No. of Recessed Luminaires No. of Ceil.-Susp. (Paddle) Fans No. of Total Transformers KVA No. of Luminaire Outlets No. of Hot Tubs Generators KVA No. of Luminaires AboveIn- Swimming Pool Ligrnd. ❑ o. o mergency Lighting grnd. Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection and Initiating Devices in No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Disposers Heat Pum Number . .............Detection/Alerting Tons KW No. of Self -Contained Total : Devices No. of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems:* No. of Devices or Equivalent No. of Water KWNo. of No. of Data Wiring: Heaters �No. Signs Ballasts No. of Devices or Equivalent Telecommunications Wiring: Hydromassage Bathtubs No. of Motors Total HP No. of Devices or Equivalent ETHER: Attach additional detail if desired, or as required by the Inspector of Wires. mated Value of Electrical Work: 32&. a3 (When required by municipal policy-) n -k toStart: Inspections to be requested in accordance with MEC Rule 10, and upon completion. -SURAiNCE C V { .AG t : Unless waived by the owner, no permit for the performance of electrical work may issue unless e 1 icensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The ;ildersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. :HECK ONE: NSUI:ANCE ❑ BOND ❑ OTHER ❑ (Specify:) certify, under the pains andpenalties ofpetjury, that the information on this application is true and complete. FIRivf NAME: �'► -� LIC. NO.: Licensee: Signature IC. NO.: I % (Ifapplicable, enter "exempt" in the lice se n n?be; li{ze. Bus. Tel. No - Address: / %lk?I Alt. Tel.1STo. ;`Per M.G.L. c. 147, s. 57-61, security work requires Departirnent of Public Safety "S" License: Lic. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ Date.. b2.-JR7..P.7. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ....... & .. ................... ................................ has permission to perform ...... 7 Awal&&A- �-4-:5 .................. wiring in the building of ........ :SP/ -o ello ................... at ..... 3,5-/ Aloz-7 . . ................................... ... .................... . .......... ......... North Andover, Mass. Fee../5-P..'—... Lic. No. 1121&9 ........... ELECTRICAL INSPECTOR r Check # 7727 Commonwealth of Massachusetts Official use Only Department of Fire Services Permit No. 272-2 BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked 1 y [Rev. 11/991 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 10-17-2007 City or Town of. North Andover To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 351 Holt Rd. Owner or Tenant Solo Cup Company Telephone No. 978-738-4154 Owner's Address same Is this permit in conjunction with a building permit? Yes ® No ❑ (Check Appropriate Box) Purpose of Building Existing Service Amps / Volts New Service Amps / Volts Number of Feeders and Ampacity Utility Authorization No. Overhead ❑ Undgrd ❑ Overhead ❑ Undgrd ❑ No. of Meters No. of Meters Location and Nature of Proposed Electrical Work: Provide power to the relocate injection molding equipment 600,9 ,E -,A- 3 Z z1-4--1-Ar neo (/o ff Completion of the followin table may be waived bv the In ector of Wires. No. of Recessed Fixtures No. of Ceil: Susp. (Paddle) Fans No. of Total Transformers KVA No. of Lighting Outlets No. of Hot Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ❑ In- rnd. rnd. ❑ o. o Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS I No. of Zones No. of Switches No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Disposers Heat Pump Totals:........... I Number I Tons KW No. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems: No. of Devices or Equivalent No. of Water Kms, Heaters No. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ (Specify:) Hartford 3/25/08 (Expiration Date) Estimated Value of Electrical Work: $98,000 (When required by municipal policy.) Work to Start: 10-11-2007 Inspections to be requested in accordance with MEC Rule 10, and upon completion. I certify, under the pains and penalties of perjury, that the informati this a lication is true and complete. FIRM NAME: Cranne Electric Co., Inc. IC. NO.: A11918 Licensee: Brian Cranney Signature LIC. NO.: E25704 (If applicable, enter "exempt " in the license number line.) Bus. Tel. No.: 1-978-750-6900 Address: 10 Rainbow Terr., Danvers, MA 01923 Alt. Tel. No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE: $ $ . 00 Signature Telephone No. M K Date .. "+ . "�-.��.7... . Of `NORTH 11, TO�N F NORTH ANDOVER ' PERMIT FOR GAS INSTALLATION s /p This certifies that .............. �...`/-'^"�"� ................ has permission for gas installation .....................<— in the buildings of-- J. - ��........................ ate .............. , North Andover, Mass. U Fee. —' . Lic. No.. � ? (. ; .� ! ........ OR Check # 2"nG 1,r GAS INSPECT (� 5935 MASSACHUSETTS UNIFORM APPUCATON FOR PERMIT TO DO GAS FITTING (Type or print) Date z Z A 7 NORTH ANDOVER, MAS AC USETTS BuildingLocations 3s ` / 67 L /�/y�ii/ nd/�'`� Permit # QJ12 Owner's Name Amount $ New Renovation ❑ Replacement ❑ Plans Submitte ❑ (Print or type Ch ck one: Certificate Installing Company Name ���//7(v C G"�fi4i�y Corp. Address f l/ Ra fe w /'i /lt1 `� ❑ Partner. Business Telephone y_ 75-0 _ o ©m/Co. Name of Licensed Plumber or Gas Fitter lots -9 INSURANCE COVERAGE Check one• I have a current liability Insurance policy or it's substantial equivalent. Yes No❑ If you have checked ves, please indi ate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver: 1 am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner 13 Agent ❑ I herehv certifv that all r f thn A.+.;6 —A : r _ .: _ � �__._ __�___ •.. -- - - - - — ---U kVj VIRUICu) in aoove application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. By: Title City/Town ROVED (OFFICE USE ONLY) Signature of Licensed P ❑ Plumber �. Gas Fitter 1 Master 13 Journeyman a w vi U OU a V a w G E~ m e O w a z Z p I- CA x a a w e cw7 z F x w z w C� x w w d [w- w > w z F d w a C p > O w U v: z d .a v O x wx > a ao, F o SUB -BASEMENT B A S E M ENT IST. FLOOR 2ND. FLOOR 3RD. FLOOR 4TH. FLOOR 5TH. FLOOR 6TH. FLOOR 7TH. FLOOR 8TH. FLOOR (Print or type Ch ck one: Certificate Installing Company Name ���//7(v C G"�fi4i�y Corp. Address f l/ Ra fe w /'i /lt1 `� ❑ Partner. Business Telephone y_ 75-0 _ o ©m/Co. Name of Licensed Plumber or Gas Fitter lots -9 INSURANCE COVERAGE Check one• I have a current liability Insurance policy or it's substantial equivalent. Yes No❑ If you have checked ves, please indi ate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver: 1 am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner 13 Agent ❑ I herehv certifv that all r f thn A.+.;6 —A : r _ .: _ � �__._ __�___ •.. -- - - - - — ---U kVj VIRUICu) in aoove application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. By: Title City/Town ROVED (OFFICE USE ONLY) Signature of Licensed P ❑ Plumber �. Gas Fitter 1 Master 13 Journeyman Date. / . I.(.. / r No :� 0 �'.:�•:'tie TOWN OF NORTH ANDOVER ' PERMIT FOR PLUMBING 'SSA—.s� This certifies that ...(:............ !. ...................... . has permission to perform . `.... .. ......................... plumbing in the buildings of.......:...'..!......f............ . at ... ' . ��. ' '' t ............... North Andover, Mass. Fee .. Lic. No.. f.-.:... � .......... ...... , ;..... . PLUMBING INSPECTOR Check # 11 WHITE: Applicant CANARY: Building Dept. PINK: Treasurer Lill o MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) /f NORTH ANDOVER, MASSACHUSETTS // I I / Date %I / 1r� � Building Location 3s dO 4 RT 0 Owners Name ,e� h.�� CJ � Permit # _ ^� �'' � Amount TypeofOccupancy J'trt4 New ❑ Renovation 12f Replacement F Plans Submitted Yes M No ❑ FIX TIRES • Iwo• (Print or type) Check one: Certificate Installing Compan Name O �� I n f llw4to F Corp. Address 10 Z"t C Partner. Business Telephone _Firm/Co. : 7e5V- Name of.Licensed Plumber: Insurance Coverage: Indicate thetype o surance coverage by checking the appropriate box: Liability insurance policy DOther type of indemnity ❑ Bond ❑ Insurance Waiver. I, the undersigned, have been made aware that the licensee of this application does not have any one of the above threeinsurance Signature Owner Agent I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installation oryed?56��l tfor this application will be in compliance with all pertinent provisions of the Massa a Plumb42 of the General Laws. By tgna ot LicenSeaum er Type of Plumbing License Title YO City/Town 74cense =Number Master Ek""Oumeyman APPROVED (OFFICE USE ONLY