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HomeMy WebLinkAboutBuilding Permit # 11/18/2015 NORTfy BUILDING PERMIT TOWN OF NORTH ANDOVER ® : : APPLICATION FOR PLAN EXAMINATION - - � a 0h � Permit NO: Date Received �® DRAT®D Date Issued: SSgcHUS I ORTANT: Applicant must complete all item on this page "yS Jfi TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential D New Building One family ❑Addition C Two or more family ❑ Industrial Alteration No. of units: -k-Commercial ❑ Repair, replacement L Assessory Bldg CI Others: - Demolition D Other enWa��r�► Bt- �5�ihd -��� Pt1nk(J(- 5�15�_11_ , )rClVd(nf r6""nfd -�vto W /'C,�WM 4� ,l -Aerwr)4- 14 Lam+ Identification Please Type or Print Clearly) OWNER: Name: �aL42 CarnISAF/ Phone: Address: ARCHITECT/ENGINEER �/_ �wnc� �►y Phone: G3® Z�7-& ®((UO Address: 10c,146, Zoaa( (,m, , ,)14 a 33rt Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ Cbd, FEE: $ OO¢. Check No.: b4 Receipt No.: 01 a14 NOTE: Persons contefacting with unregist red contractors do not have access to th my fund 10MEMO Wo y "mv� - r` l r t attlir q t r t�� k _,. rim Arb t%®RTH i own ot I T.." ndover ® ti. 0% ® 4 h 1 ver, Mass, O AKE .�• P COC NLIC NI WICK .o �V RAYED p.P��,c� BOARD OF HEALTH 1: ME— T LD Fxm Food/Kitchen Septic System THIS CERTIFIES THAT ................................................................... BUILDING INSPECTOR . . . . . Foundation has permission to erect .......................... buildings on .. ` .........�j. . .... . . . .............. ... g Rough to be occupied as ....,. ....�? . �!. ...... .... .. �S. ... . ... .. .. ... . ...l�.�. .. ..... Fjp�ica ,......... Chimney provided that the person acceptin t s permit shall in ry respect conform to the terms of thtionFinal on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRESIN 1g ELECTRICAL INSPECTOR UNLESS ITt9TS Rough Service ................... .. ...................................................... Final BUILDING INSPECTOR GAS INSPECTOR II Occupancy Permit Required t® Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina. No Lathing or Dry Wall To Be Done FIRE DEPARTMENT I Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. i I J � � � HYDRAULIC CALCULATIONS � for � Job Information Project Name:WATTS TRAINING&STAIR RENOVATION � Contract No. : Qty: NORTH ANDOVER, Ma Project Location: 815CHESTNUT STREET Date: 10/15/2015 � Contractor^^'o'"^atio^' Name ofContractor: A&E FIRE PROTECTION Address: 25NORTH STREET Qty: CANTON. MA 02021 | � Phone Number: 781-329-9788 Emoi|� KnBTERg�AEF|RBNCCO� - � � � Name of Designer: K.REITER Authority Having Jurisdiction: NORTH ANDOVER FD | Design Remote Area Name 1 Remote Area Location LABS Occupancy Classification OH Denoity(gpm/ft2) 0,15 R.PHILI IPS Area ofApplication(ft') 1500 Coverage per Sprinkler(ft2) 127 NO,398so Number ofCalculated Sprinklers 13 In-Rack Demand(gpm) U r Special Heads Hose Streams(gpm) 250 J ' Total Water Required(inciHose Streams)(gpm) 518.7 Required Pressure at Source(psi) 25.1 Type of System met Volume-Entire System (gaV 387.5 gal Water Supply Information Date 05/13/15 Location FIRE PUMP Source FP Notes � � File: . Tram.ngConter, N.xndovehVatts 1dwg Date 11/6/2015 Copyright @ 2002-2012 Tyco Fire Protection Products Page I � Job :WATTS TRAINING&STAIR RENOVATION Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : FP Flow(gpm) Pressure(psi) 0 82 500 62 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) FP 82 62 500 75.7 516.7 25.1 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) .................................................................................... Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 266.7 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ------------------------------------------------------------------------------------ Total Sprinkler Flow(gpm) 266.7 Other Required Margin of Safety(psi) 0 FP -Pressure(psi) 25.1 FP -Flow(gpm) 266.7 Demand w/o System Pump(s) N/A File:X:\PROJECTS\Watts-Training Center, N.Andover\Watts 1.dwg Date 11/6/2015 Copyright @ 2002-2012 Tyco Fire Protection Products Page 2 Job:WATTS TRAINING&STAIR RENOVATION Hydraulic Analysis for : 1 IN supply f systembemmd f Add.Out:'Hose i 90 ._._.__......_.._--------- 1.____..__, _ .. ...... _.111.1_..._.__-._-------- ..._. ......1111... . . _._..___i._. 11.11__ 1111__._--------- _.__.1111_. _. ____..__._...._ St .......... .._._._.....---..___.__.____.___.__.___.__._.._._...____.._._--------_....___.____.-_.._._._....... I 1111.-- ----- 60 1111 � I ---- ---------- -1111_—._.___._._... . -__._.____.._._._.1111...__....._..__._._..____._._ 1111_ !1111 . ._.. . ----------. . 1111 ,. _ _.__..._..._._..._....__..__. _ __1111 _ �o j — — _._.__..11.11 1111........... --- ---------- C — `T __ ._ 1111__ so V —J ..... — .1111 ............1,..111 1111_..._,_._ 11.11.._ .. . 1111,.I. _..a__. 11.11 ...11.11. 1111_ ._._.._...„ 1111._-. _ 1111_. _ _ 1111. 1111.._ _.. 1111 .. .. 1111 1111 1111 .......... 1111 1111. .1111... .1111 _ N .___. ....,__.... - f2 53 B77 50 ---- ......... ......_..._ _.-----. _ __ .11.,11 11.11_ 1111__ 1111... 1111_. 111,1.. _.1111. 1111_. ,._--._ N �V y _ ..,. .``... _ .., _ ,...1111 1111,. _ .^.. ....--- a. ... ....._,. y ... _. . _. 1111.1111._ ._...._.__. ...,_._. .,.._... _.... 1111.. .. � 40'- _ ................. 1111--------- ____.___- ..._.....__.. 1111. - � ..- 1111_-1111 1111_ 11.11_-'- __........_..._.1111...1111 1111__1111._.. ---------- -------.... 30 _ -1111_ 1111__ .. .. ...1111 11.11-1111_.. -------------_------. 1111_-11-----------—-___------------------- ............... ,�,I.._.__._._.1111-1111.. _ _............. ... ._...__...__._._.__.... _.1111.. D3 11.11. .. ...... 1111.._ ... .1111 ------ _-------....................._......1111 20 ._------ 1111 i- _ _..___..... _- ..._...� .._-- .. 1111._.._ __ „_. -------------------------- _ . .. ... _ ----------------------- i- .. .. 1111. 1111__.1111 - ___..._,___.._,._._ ._ �... .1111...._....._......___,-.__� - .__„_.._,_.....�..,___..,._........ .. _ ...11 .. .11 1111 _ .. - -------...................___.. 10 - i .. .. . .�.i.. ... _-. ................_. Dt - ...--------------------- _._..__.._..._. 11,11__-1111_ ..._..,_._ 1111. 1111. .. ._..._____.-- 1111 .._._.... .. 1111 - 1111.. ,.,. .. ._ 1111.. .. r .. - .. ... _........ .11.1.1. _...............-------- ......._.........................._............__ 11.11_... _._._._.. _._..__._ ...___... ...__ 0 - 0 200 300 400 500 600 Flow,gpm File:X:\PROJECTS\Watts-Training Center, N.Andover\Watts 1.dwg Date 111/6/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job :WATTS TRAINING&STAIR RENOVATION Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 82 S2 Supply point#2-Residual 500 62 D1 Elevation Pressure 0 3.5 D2 System Demand 266.7 25.1 D3 System Demand+Add.Out.Hose 516.7 25.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 64.4 466.3 35.6 516.7 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/Psis/2) (gPm/ft2) (gpm) (Psi) (gPm/ft2) (gpm) (psi) H101 Overhead 127 5.6 0.15 19.1 11.6 0.15 19.1 11.6 Sprinkler H102 Overhead 127 5.6 0.15 19.1 11.6 0.151 19.1 11.7 Sprinkler H103 Overhead 127 5.6 0.15 19.1 11.6 0.153 19.4 12 Sprinkler H104 Overhead 127 5.6 0.15 19.1 11.6 0.158 20.1 12.8 Sprinkler H105 Overhead 127 5.6 0.15 19.1 11.6 0.164 20.8 13.8 Sprinkler H106 Overhead 127 5.6 0.15 19.1 11.6 0.181 23 16.9 Sprinkler H107 Overhead 127 5.6 0.15 19.1 11.6 0.181 23 16.9 Sprinkler H108 Overhead 127 5.6 0.15 19.1 11.6 0.151 19.1 11.7 Sprinkler H109 Overhead 127 5.6 0.15 19.1 11.6 0.151 19.2 11.8 Sprinkler H110 Overhead 127 5.6 0.15 19.1 11.6 0.154 19.5 12.1 Sprinkler 1-1111 Overhead 127 5.6 0.15 19.1 11.6 0.159 20.1 12.9 Sprinkler H112 Overhead 127 5.6 0.15 19.1 11.6 0.165 21 14.1 Sprinkler H113 Overhead 127 5.6 0.15 19.1 11.6 0.182 23.1 17 Sprinkler File:X:\PROJECTS\Watts-Training Center, N.Andover\Watts 1.dwg Date 11/6/2015 Copyright @ 2002-2012 Tyco Fire Protection Products Page 4 Job :WATTS TRAINING&STAIR RENOVATION Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psi�h) (gpm) (in) (tt) (ft) (psi) (Psi) Path No: 1 H101 -3 5.6 19.1 1.5 8.5 120 11.6 H102 -3 5.6 19.1 1.68 0 0.012 0 8.5 0.1 H102 -3 5.6 19.1 1.5 8.5 120 11.7 H103 -3 5.6 38.2 1.68 0 0.0433 0 8.5 0.4 H103 -3 5.6 19.4 1.5 8.5 120 12 H 104 -3 5.6 57.6 1.68 0 0.0928 0 8.5 0.8 H 104 -3 5.6 20.1 1.5 5.99 120 12.8 H105 -3 5.6 77.7 1.68 0 0.1615 0 5.99 1 H105 -3 5.6 20.8 1.5 lx(us.Tee-Br)=9.84 3.58 120 13.8 341 -3 98.5 1.68 9.84 0.2506 0 13.42 3.4 341 -3 23 4 9.6 120 17.2 333 -3 121.5 4.26 0 0.004 0 9.6 0.0 333 -3 23 4 5.4 120 17.2 328 -3 144.5 4.26 0 0.0055 0 5.4 0.0 328 -3 99 4 5.88 120 17.2 003 -3 243.6 4.26 0 0.0144 0 5.88 0.1 003 -3 23.1 4 4x(us.90)=52.67 79.32 120 17.3 125 -3 266.7 4.26 lx(us.Tee-Br)=26.33 79 0.0171 0 158.32 2.7 125 -3 0 6 2x(us.Tee-Br)=75.44 10 120 20 118 -11 266.7 6.357 75.44 0.0024 3.5 85.44 0.2 118 -11 0 4 lx(us.Tee-Br)=26.33 2.5 120 23.7 091 -11 266.7 4.26 26.33 0.0171 0 28.83 0.5 091 -11 0 6lx(coupling)=1.26 1.73 120 24.2 095-I -9.27 266.7 6.357 1.26 0.0024 -0.8 2.99 0 095-I -9.27 0 6 0.88 0 23.4 Gate A2360 095-0 -8.39 266.7 0 0 0.0038 -0.4 *** 0.88 0 095-0 -8.39 0 6 lx(coupling)=1.26 163.94 120 23.1 352-0 -5.46 266.7 6.357 8x(us.90)=140.82 142.08 0.0024 -1.3 306.02 0.7 352-0 -5.46 0 6 1 0 22.5 AV-1 Check 352-I -6.46 266.7 0 0 0.0945 0.4 *** 1 0.1 352-I -6.46 0 6 lx(coupling)=1.26 1.93 120 23.1 353-0 -8.39 266.7 6.357 1.26 0.0024 0.8 3.19 0 File:X:\PROJECTS\Watts-Training Center, N.Andover\Watts 1.dwg Date 11/6/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:WATTS TRAINING&STAIR RENOVATION Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/2) (gpm) (in) (ft) (ft) (psi) (Psi) Path No: 1 353-0 -8.39 0 6 0.88 0 23.9 Gate A2360 353-I -9.27 266.7 0 0 0.0038 0.4 *** 0.88 0 353-I -9.27 0 6 lx(us.Tee-Br)=37.72 4.45 120 24.3 FP -11 266.7 6.357 37.72 0.0024 0.8 42.17 0.1 FP 25.1 Path No: 2 H 108 -3 5.6 19.1 1.5 8.5 120 11.7 H109 -3 5.6 19.1 1.68 0 0.0121 0 8.5 0.1 H109 -3 5.6 19.2 1.5 8.5 120 11.8 H110 -3 5.6 38.4 1.68 0 0.0437 0 8.5 0.4 H110 -3 5.6 19.5 1.5 8.5 120 12.1 H111 -3 5.6 57.9 1.68 0 0.0936 0 8.5 0.8 H111 -3 5.6 20.1 1.5 6.99 120 12.9 H112 -3 5.6 78 1.68 0 0.1628 0 6.99 1.1 H112 -3 5.6 21 1.5 1x(us.Tee-Br)=9.84 2.59 120 14.1 328 -3 99 1.68 9.84 0.2532 0 12.44 3.1 328 17.2 Path No: 3 H106 -3 5.6 23 1.5 lx(us.Tee-Br)=9.84 5.77 120 16.9 426 -3 23 1.68 9.84 0.017 0 15.62 0.3 426 -3 1 0 4 1.68 120 17.2 341 -3 23 4.26 0 0.0002 0 1.68 0 341 17.2 Path No: 4 H107 -3 5.6 23 1.5lx(us.Tee-Br)=9.84 5.77 120 16.9 333 -3 23 1.68 9.84 0.017 0 15.62 0.3 333 17.2 Path No: 5 H113 -3 5.6 23.1 1.5 lx(us.Tee-Br)=9.84 5.77 120 17 003 -3 23.1 1.68 9.84 0.0171 0 15.62 0.3 003 17.3 File:X:\PROJECTS\Watts-Training Center, N.Andover\Watts 1.dwg Date 11/6/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:WATTS TRAINING&STAIR RENOVATION Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psiY2) (gpm) (in) (ft) (ft) (psi) (Psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.33 ft/s occurs in the following pipe(s): (328-1-1112) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:X:\PROJECTS\Watts-Training Center, N.Andover\Watts 1.dwg Date 11/6/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:WATTS TRAINING&STAIR RENOVATION Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: FP; Supply Name:FP 90 - _ - _-----_-w -- - -- - ---- --- — 85 - ---- _. �— --- - ---�----- - - ---— - 75 ----- - ---------------- ---- ---- 70 --------- -- 65 — - - - ------- ---- ----- - 60- 12 0 12 55 - --_------------ - ------ --......_.. -- ..._....------------ -- ---------- N 40- 35- 30- 2 5 0 35 30 25 - --- -- -- -. -- ------..----- - ------_.�_-._ 20-- -------_---... ........... ------ - ----------- 10 -------10 5 - --------------i----..� ---- ---- 0 0 0 0 0 Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 519 (Gate A2360, Size = 6); Inlet Node: 095-I; Outlet Node: 095-0 0.766--- M .766 —N d L i 0.266 0 0 0 0 0 0 v� o cr rn � 00 Flow,gpm File:X:\PROJECTS\Watts-Training Center, N.Andover\Watts 1.dwg Date 11/6/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:WATTS TRAINING&STAIR RENOVATION Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 520 (Gate A2360, Size ® 6); Inlet Node: 353-I; Outlet Node: 353-0 Q 0.766 L rn to L n. 0.266 - — - - -- - -- -- 0 0 0 0 0 0 rn � co Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 521 (AV-1 Check, Size = 6); Inlet Node: 352-I; Outlet Node: 352-0 3.9 --------- - ---------- --- ------------- 3.4 - ---- —- - 2.9 _ ---- - ---------- --- - --- -- --- sZ N L - - --------------—--- ---------- tn N P 0- 1.9- 1.4- .9 1.4 0.9- 0.4 .9 0.1 psi 266.7 m - 0.4 P @ 9 p --- - 0 0 0 0 0 0 Flow,gpm File:X:\PROJECTS\Watts-Training Center, N.Andover\Watts 1.dwg Date 11/6/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 9