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Home My WebLink AboutBuilding Permit # 9/30/2016 0ORTF1 111LDIlyG PERMIT °F�tLr.0 ".6 . a hQ °6 0 TOWN OF NORTH ANDOVER 0- APPLICATION FOR PLAIN EXAMINATION ` . # ( @11711 �IJ� Date Received �a4sd"ATEPAIS AC tis 4 " r Date Issued; --_ _.. — __ . tem s on this a e TV.�P(JRTANT: Ap hcant must complete ali i 1� � ,.�„ ,; �///ii ,a ,�,l�/r�,ii/.... ,:.. o� / ii r r//ii r//l/�/or /r�:• /o// %�l r� �i�///iris/ / ,.. r /�� ,, r�rlt ✓r rr iii, / i // ,/, ,,,,, �,iy�„, /. /� �� r ri° ilii �//6 r i'�' /.... ./�// //rN•r,, ///%li ice/ �o / /r r „,� % ZONING„ DISTRICT .�.�.—.•. ,�,��,�,ar rr �,/,sir � ,r/, T't`PE OF IMPROVEMENT PROPOSED USE Non_ Residential Residential _. New Building —� C1 One family G:i Addition L Two or more family Li Industrial (Alteration No. of units: [::1 Commercial o Repair, replacement LiAssessory Bldg L] Others: E Demolition 0 Other r D str� ct S tic C]Well //' ,W/ , et/a/, n [1 Watershed a IFloodplaln,, J,,, ' ,,;; ;4777- IN Wii /�/%/r j DE CRIPTIC7t OF ORK TO BE PERFORMED Identification- Please Type or.Print Clearly �� ,) OWNER: Name: �� Phone: Address: .-vim_... 77- 77,7, r rr / Gonfractor Narne � Ph UCtA uprlor s Gans# ICenS r % / r I-lo e rinn ro en,,L�cense IxpIae/'r'% ARCHITECT/ENGINEER(1,A1 ffi k "m , ') . l Phone:�� J Address:M 0 � �' �� Q_ Amt n,,Oo fit . 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: $ FEE: $_ --- Check No.: Receipt No.:_ NOTE: Persons contracting with unregistered conte ctors do not have access to the auarantyfund ntractor g vi nature of Agent/Owner ignature of co FORTHTown of .q 2 '° bndover 0 ce+ h ver, Klass , cnc��c.aew�c.c ti V BOARD OF HEALTH Food/Kitchen PERMIT �T LD Septic System THIS CERTIFIES THAT ... .....W... .......... .... ,.. .,..�. . ....4.►............ . . ...... BUILDING INSPECTOR has permission to erect .... buildings on ..5 ..._. Awe. . Foundation 1Rough to be occupied as .... d��,4!?�e..,� .. .... ..IZ .... ...... .... ...... ... ... ...�... ..... chimney provided that the arson accepting this arm shall in eve res c c of to the terms of theapplication p p p g p rY I� Final on file in this office, and to the provisions of the Codes and By-Laws re ting tp the I�ectign, Alteration and Construction of Buildings in the Town of North Andover, � v„m"� w PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough ® C Final PERMIT E EXPIRES I 6MONTHSELECTRICALINSPECTOR.- LESS S TI N Rough Swice ,.....,. .... .............. .. Final BUILDING INSPECT GAS INSPECTOR ccu2aucy Perit Required t® ccupy Buitcin Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Nall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. The Commonwealth of Mazzachusefts Department of Fire Services 71 U' Office of the State Fire MarshalGUM E %- u _r 11.0.Boy 1025 State Road,Stow,MA 01775 �Vn. APPLICATION FOR PERMIT Data. U Permit No (City or Town) (If Applicable) Dig Safe Number In accordance with the provisions of M.G.L. Chapter as provided in Section application is hereby made Start Date by �7 i (Rill name of person,Dann or Corporation) State clearly Address e� s2 L t4 0�n.Y q 2- RtJ . 7 7 Lr purpose for (Street or RO.Box City or Town) whichpenaaitForpennissionto (Zs21 UCG�k� r ��I�. A V14 is requested Comments: at (Give location by street and no.,or describe in such manner as to pro-vied adequate identification of location) Nance of competent operator �� '�.J.—C-'Ah Cert.No, Ob (If Applicable) Datelssuedxejected -- - By Signa 'e ofAppli`-caaaat') Date of espiraLion Fee$ Paid Due ----------------------------------------------------------------------------------cut---------------------- The Commonwealth of Massachusetts n Department of Fire Services a Office of the State Fire Marshal P.O.Sox 1025 State Road,St(nv,MA 01775 PERMIT Date: Permit NO Dig Safe l�T unber (City of Town) (If Applicable) In accordance with the provisions of M.G.L. Chapter as provided in section Start Date This Permit is granted to: Full name of person,Firm or Corporation Permission to Comments: Restrictions: at (Give location by street and no.,or describe in such manner as to provied adequate identification of location) Fee Paid$ This hermit will expire (Signature of offical granting permit) Cffiud grmfmg permit (Title) i I I TWIG PERMIT MI 1_i;T ISP MNIRPIM I11 MI V Pn-gTr=n 1 IPnM TWIQ PRFMiCFq :IThe Commonwealth af'.N.Iassachas'etts De1)a,rtment of IndustrialAceldents 1 Congress S'h'eet, Sz�lte 100 Boston, 0211 201 F : wt www rmss.ga u/dra ensatiaxzxosuxaxiceAidavit: 3verrsfCoxxtaactorsfEXecxciaxxs/, IunxT�exs. ' 7orlrexs'C'axnp Td BE "17 TTCTFTI'FRIVTTTI GAux7tO ,leasex'xint Le 'bl A �licant Znfor matioxx N7Txo(Business/fJrgaviaatiovllnclividual). o City�stat zjp:4A� - - `----- K'yl'e o£`17xo eet( er ixzzec): t�_e you ernployer?C'heelctheappxoprlatobox: i7 7 LlOi `ccanstruciion I'llerrrployees(full and/or part tilne).* 1. tarn aemplcryerwrth_ g []1. emodeliiig 2QI am a sole proprietor or partnership and have no employees crkin £or me in 9. Demolition. any capacity.[No workers'comp,insurance required.) all work myself;[No workers'comp,insurancerequired.:)t 10�Building addition 3.�I am ahomeowner doing" rep�ix roperP will 11. j le, d.[j I am a homeowner and will be hiring contractors to conduct all work on my p p y rival s or a.dditiq�s ensure tl-rat all contractors e.ither have workers'compensation insurance or are wile �xLplUrn g repairs or additions proprietors with no employees. i 13°.[�R.00frelaairs 5 I am a general contractoi and l iiavo hired tiro sub contractors listed oilthe,attached sheet. 1d.[ Other_ t C L Phew sub-contractors have employees and have workers'temp.iarsurauce t V g.�W e are a cozporatiori and its.officers have exercised their right o£exemption per MGI., 152,§l(d),and we have no employees.[No workers'temp.insurance require sati policy informatioa. pen �`,ny applicantthat cheoks bbic#il must alsci aratdamg all work ionbrndthenhire out side contractorsm must submit. new affidavit indicating such. I 1-lameowners who subroit ttais aTfidavit indicating Y the tContractorstlratchecltthisl6kmrastatte lied'an�mey zshowing eworters'c'otrnp�polioynumber, dstatewhetherpF?xotthose,ontitxes ave omployees. tf tho sub contrust 1) actors havep 5 ~' arra an ens t that is p�°ori Ing-Wor°Ice as'compensation insztr°ance far°mye�npZayees`. �ela7v is floe policy and)Ob site X P information. � Znsnrance Company Name: V ��y� l�olicy#or'self••ins.Lie.#f`. _. _ ._ Expiration D to:_ �_ -- / City/State/Lip: 7017 Site Address:— - —� the policy number and expiration dato). A:tfach a copy a£the WQrlrers' compensation policy declaration (slxowixxxg Failure to secure coverage,as required nutlet MGL C.152,the f rm of a STOP-vVCY K ORDER and a fine oi�xp 5A is a Grin) tv X250.00 a and/or ane yeat`.iznprisonm,eut,as well as civil penalties i day against tete violator.A cope oftlzis statement maybe forwarded to tlxe O face of lrtvestlg�itzons of the:UfA.for irisuranve coverage verification. _ ��- -- _ _.. _ t do lief°et7y cert fy under the pains a dpenalties of er fury that the infarnaationrav e a e is rue and carrec 2i IL� 'Date: - — -- Si. I CA 7 2 1ChoneC1 1 13 Cts Oficial use only, Do not write ill tlxis area,to he completed by city or tartvn official City or Town- perxnit/License 1 ssxxing Authority(circle one): ' .1,.Board of Ifealilx 2.BYxildingl)epaxfinenf 3.City/�())DI Clerk 4.ElectricaXZxispectar 5.}'Ixrxnbinglnspector Phone6.Other Con:tactl'crsox'._,. Initial Construction Control Document To be submitted with the building permit application by a 5 Registered Design Professional for work per the 8'h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: First Calvary Baptist Church Date: April 26,2016 Property Address: 586 Massachusetts Avenue,North Andover,MA Project: Check(x)one or both as applicable: New Construction X Existing Construction Project description: Fire Protection Tenant Fit-Up. 1, Richard D Cummings Jr,MA Registration Number: 49023 Expiration date: 6/16 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical X 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 of 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 with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved 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'. A Enter in the space to the right a"wet"or RIGHA D Gy electronic signature and seal: I ,JR. S '101 Z.5 E I k),49 Phone number: 978 658 2616 Email: cum mingseng@eomeast.net Building Official Use Only Building Official Name: Permit No.: Date: Note I.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 , HYDRAULIC CALCULATIONS for Job Information Project Name: Reonovatinno Contract No. : City: North Andover, MA Project Location: Calvary Baptist Church Date:4/202018 Contractor Information Name ofContractor: Cummings Engineering Address: 2O0Jefferson Road Suite 201 City: VVi|miogmm, MA Phone Number: E-mail: Name ofDesigner: Richard Cummings jr.FPE Authority Having Jurisdiction: North Andover Fire Department Design Remote Area Name Dry Attic System Remote Area Location Occupancy Classification CommemiaLLight Denuity(gpm/ft") 0.114 Area ofApplication(fl:2) 1560 | Coverage per Sprinkler(ft2) 130 Number o»Calculated Sprinklers 12 In-Rack Demand<gpm> O SpeciaVMeadu Hose Streams(gpm) 100 Ov MAA CIO Total Water Required(incl.Hose Streams)(gpm) 297.8 0u1AAhNV"Q Required Pressure at Source(psi) 41.1 Type of System Dry 0, Volume-Entire System (gal) 831.4 gal Water Supply Information Date 04/20/2016 Location Mass Ave,North Andover Gnuom Bride and Grimes Flow Test Notes File:C:\Users\edoc_0V0\Doahtop0phmkcm|uFi|aaV:aharyBaptist Church North 8ndovor.tyo3 Date 4/25/2016 ovpyrium@ 2u02-un12Tyco Fire Protection Products Page Job Rennovations Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area Dry Attic System MO h6 hII h2 h7 h3 h9 h5 hi Ln1 7 Ing ; h12 §721 n1 t93 19 h8 4 n5 1 n20 3 n12 n4 File:C:1Users\ericc-000\Desktop\Sprinkr-alc Files\Calvary Baptist Church North Andover.tyc3 Date 4/2512016 Copyright @ 2002-2012 Tyco Fire Protection Products Page 2 Job: Rennovations Hydraulic Analysis for : Dry Attic System 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, (lbs/ft?) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : src1 Flow(gpm) Pressure(psi) 0 75 1190 60 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) src1 75 60 1190 74.5 297.8 41.1 Hoses es Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) ........................................................................................................................................................................ Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 197.8 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ........................................................................................................................................................................ Total Sprinkler Flow(gpm) 197.8 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 41.1 Base of Riser -Flow(gpm) 197.8 Demand wto System Pump(s) NIA I File:C:1Userslericc_OOMDesktoplSprinkcalc Files\Calvary Baptist Church North Andover.tyc3 j Date 412512016 Copyright oO 2002-2012 Tyco Fire Protection Products Page 3 i Job:Rennovations Hydraulic Analysis for : Dry Attic System Jim pplY System Demand -W Add.Out Hose I Sfi 70- S2 so- 57.335 — 50 _. N _ CL 1 i D2 D3 N gn 40 i a 30 _ I 20 Q1 r- 10-1 i 0- 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow,gpfn File:CAUsers\ericc OOO\Desktop\Sprinkcalc Files\Calvary Baptist Church North Andover.tyc3 Date 4/25/2016 copyright @ 2002-2012 Tyco Fire Protection Products Page 4 Job:Rennovations Hydraulic Analysis for : Dry Attic System Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 75 S2 Supply point#2-Residual 1190 60 D1 Elevation Pressure 0 10.8 D2 System Demand 197.8 41.1 D3 System Demand+Add.Out.Hose 297.8 41.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 73.9 293.9 32.7 297.8 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (M) (gpm/psis/z) (gprn/ftz) (gpm) (psi) (gpm/ft2) (gpm) (psi) hi Overhead 130 5.6 0.114 19,5 7 0,139 18.1 10.5 Sprinkler h2 Overhead 130 5.6 0.114 19.5 7 0.119 1515 7.7 Sprinkler h3 Overhead 130 5,6 0.114 19.5 7 0.119 15.4 7.6 Sprinkler h4 Overhead 130 5.6 0.114 19.5 7 0.139 18 10.4 Sprinkler h5 Overhead 130 5.6 0.114 19.5 7 0.136 17.6 9.9 Sprinkler h6 Overhead 130 5.6 0.114 19.5 7 0.115 14.9 7.1 Sprinkler h7 Overhead 130 5.6 0.114 19,5 7 0.114 14.8 7 Sprinkler h8 Overhead 130 5.6 0.114 19.5 7 0.135 17.5 9,8 Sprinkler h9 Overhead 130 5.6 0.114 19.5 7 0.137 17.6 10.1 Sprinkler h10 Overhead 130 5.6 0.114 1915 7 0.117 15.2 7.3 Sprinkler h11 Overhead 130 5.6 0.114 19.5 7 0.116 15.1 7.2 Sprinkler h12 1 Overhead 130 5.6 0.114 19.5 7 0,136 17.7 10 Sprinkler File:C:1Userslericc_OOO1Desktop\Sprinkcalc Files\Calvary Baptist Church North Andover.tyc3 Date 4/25/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 I ,16b: Rennovations Hydraulic Calculations 1 Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psis/2 gpm ftz psi psi ft gpm gpm/ftz psi gpm n1 Node 12.9 15 NODE -5.6 h1 Overhead Sprinkler 5.6 18.1 130 10.5 7 19 HEAD Open -1.4 0.139 -7.4 19.5 n2 Node 14.3 15 NODE -5.6 h2 Overhead Sprinkler 5.6 15.5 130 7.7 7 27 HEAD Open -4 0.119 -10.8 19.5 n3 Node 14.1 15 NODE -5.6 h3 Overhead Sprinkler 5.6 15.4 130 7.6 7 27 HEAD Open -4.1 0.119 -10.8 19.5 n4 Node 12.8 15 NODE -5.6 M Overhead Sprinkler 5.6 18 130 10.4 7 19 1 HEAD Open -1.5 0.139 -7.4 19.5 n5 Node 15.5 15 NODE -5.6 n6 Node 18.3 12 NODE -4.3 n7 Node 15.3 15 NODE -5.6 n8 Node 18.1 12 NODE -4.3 n9 Node 12.2 15 NODE -5.6 h5 Overhead Sprinkler 5.6 17.6 130 9.9 7 19 HEAD Open -1.9 0.136 -7.4 19.5 n10 Node 13.6 15 NODE -5.6 h6 Overhead Sprinkler 5.6 14.9 130 7.1 7 27 HEAD Open -4.6 0.115 -10.8 19.5 n11 Node 13.5 15 NODE -5.6 h7 Overhead Sprinkler 5.6 14.8 130 7 7 27 HEAD Open -4.7 0.114 -10.8 19.5 n12 Node 12.1 15 NODE -5.6 h8 Overhead Sprinkler 5.6 17.5 130 9.8 7 19 HEAD Open -2 0.135 -7.4 19.5 n13 Node 14.7 15 NODE -5.6 n14 Node 18.4 12 NODE -4.3 n15 Node 14.6 15 NODE -5.6 n16 Node 18.2 12 NODE -4.3 n17 Node 12.5 15 NODE -5.6 File:C:\Userslericc_000\Desktop\Sprinkcalc FileslCalvary Baptist Church North Andover.tyc3 Date 4/25/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job: Rennovations Hydraulic Calculations 1 Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi�/z gpm fta psi psi ft gpm gpm/ft2 psi gpm h9 Overhead Sprinkler 5.6 17.8 130 10.1 7 19 HEAD Open -1.7 0.137 -7.4 19.5 n18 Node 13.8 15 NODE -5.6 h10 Overhead Sprinkler 5.6 15.2 130 7.3 7 27 HEAD Open -4.3 0.117 -10.8 19.5 n19 Node 13.7 15 NODE -5.6 h11 Overhead Sprinkler 5.6 15.1 130 7.2 7 27 HEAD Open -4.4 0.116 -10.8 19.5 n20 Node 12.4 15 NODE -5.6 h12 Overhead Sprinkler 5.6 17.7 130 10 7 19 HEAD Open -1.8 0.136 -7.4 19.5 n21 Node 15 15 NODE -5.6 n22 Node 18.7 12 NODE -4.3 n23 Node 14.9 15 NODE -5.6 n24 Node 18.6 12 NODE -4.3 n25 Node 24.4 12 NODE -4.3 n26 Node 24.2 12 NODE -4.3 n27 Node 25.6 12 NODE -4.3 n28 Node 28.4 12 NODE -4.3 n29 Node 27.3 15 NODE -5.6 n30 Node 28.1 15 NODE -5.6 n31 Node 30.4 10 NODE -3.5 n32 Node 35.3 10 NODE -3.5 n33 Node 39 2 NODE 0 n34 Node 39.3 2 NODE 0 n35 Node 39.5 2 NODE 0 n36 Node 39.7 2 NODE 0 n37 Node 39.9 2 NODE 0 n38 Node 43.6 -6 1 NODE 3.5 File: C:1Userslericc_000\DesktoplSprinkcalc Files\Calvary Baptist Church North Andover.tyc3 Date 4/25/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 7 I Job: Rennovations Hydraulic Calculations 1 Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gprrl/pSil/2 gpM ft2 psi psi ft gpM gpM/ft2 psi gpM n39 Node 44 -6 NODE 3.5 n40 Node 44.5 -6 NODE 3.5 n41 Node 44.6 -6 NODE 3.5 srcl Supply -197.8 41.1 2 SUPPLY 0 n42 Node 29.9 11 NODE 1-3.9 File:CikUsers\ericc 000\DesktopXSprinkcalc FileskCalvary Baptist Church North Andover.tyc3 Date 4/25/2016 Copyright@ 2002-2012 Tyco Fire Protection Products Page 8 Job: Rennovations 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/Psl'/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 1 h7 27 5.6 14.8 1 lx(us.Tee-Br)=S 12 120 7 n11 15 14.8 1.049 5 0.0744 5.2 17 1.3 n11 15 17.5 1 lx(us.90)=2 1.5 120 13.5 n15 15 32.3 1.049 2 0.3159 0 3.5 1.1 n15 15 0 1 lx(us.Tee-Br)=6.22 3 120 14.6 n16 12 32.3 1.097 6.22 0.2541 1.3 9.22 2.3 n16 12 33.5 2 10 120 18.2 n24 12 65.8 2.157 0 0.0352 0 10 0.4 n24 12 32.8 2lx(us.90)=6.15 70 120 18.6 n26 12 98.6 2.157 6.15 0.0744 0 76.15 5.7 n26 12 0 2lx(us.Tee-Br)=12.31 6.5 120 24.2 n27 12 98.6 2.157 12.31 0.0744 0 18.81 1.4 n27 12 99.2 2.5lx(us.90)=8.24 19 120 25.6 n28 12 197.8 2.635 8.24 0.1018 0 27.24 2.8 n28 12 0 4lx(us.90)=13.17 3 120 28.4 n29 15 197.8 4.26 13.17 0.0098 -1.3 16.17 0.2 n29 15 0 4 lx(us.90)=13.17 70 120 27.3 n30 15 197.8 4.26 13.17 0.0098 0 83.17 0.8 n30 15 0 4lx(coupling)=1.32 4 120 28.1 n42 11 197.8 4.26 1.32 0.0098 1.7 5.32 0.1 n42 11 0 4 1 0 29.9 DPV-1 w/Acrel n31 10 197.8 0 0 0.1454 0.4 *** 1 0.1 n3l 10 0 4 1 0 30.4 Febco805YD n32 10 197.8 0 0 4.8973 0 *** 1 4.9 n32 10 0 4 lx(us.90)=13.17 8 120 35.3 n33 2 197.8 4.26 13.17 0.0098 3.5 21.17 0.2 n33 2 0 4 lx(us.90)=13.17 12 120 39 n34 2 197.8 4.26 13.17 0.0098 0 25.17 0.2 n34 2 0 4 lx(us.90)=13.17 16 120 39.3 n35 2 197.8 4.26 13.17 0.0098 0 29.17 0.3 n35 2 0 4 lx(us.90)=13.17 2 120 39.5 n36 2 197.8 4.26 13.17 0.0098 0 15.171 0.1 File:CAUserslericc_0001DesktoplSprinkcalc Files\Calvary Baptist Church North Andover.tyc3 Date 4/2512016 Copyright 0 2002-2012 Tyco Fife Protection Products Page 9 Job: Rennovations 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) UQ (gPM/PSI£/z) (gPm) (In) (Ft) (ft) (psi) (Psi) Path No: 1 n36 2 0 41x(us.90)=13.17 6 120 39.7 n37 2 197.8 4.26 13.17 0.0098 0 19.17 0.2 n37 2 0 41x(us.90)=13.17 8 120 39.9 n38 -6 197.8 4.26 13.17 0.0098 3.5 21.17 0.2 n38 -6 0 41x(us.90)=18.33 50 140 43.6 n39 -6 197.8 4.3 18.33 0.007 0 68.33 0.5 n39 -6 0 41x(us.90)=18.33 50 140 44 n40 -6 197.8 4.3 18.33 0.007 0 68.33 0.5 n40 -6 0 81x(us.90)=31.7 200 140 44.5 n41 -6 197.8 8.55 31.7 0.0002 0 231.7 0.1 n41 -6 0 6 8 140 44.6 srci 2 197.8 6.4 0 0.001 -3.5 8 0 srci 41.1 Path No: 2 h6 27 5.6 14.9 1 1x(us.Tee-Br)=5 12 120 7.1 n10 15 14.9 1.049 5 0.0753 5.2 17 1.3 n10 15 17.6 1 1x(us.90)=2 1.5 120 13.6 n13 15 32.5 1.049 2 0.3192 0 3.5 1.1 n13 15 0 1 1x(us.Tee-Br)=6.22 3 120 14.7 n14 12 32.5 1.097 6.22 0.2567 1.3 9.22 2.4 n14 12 33.7 2 10 120 18.4 n22 12 66.2 2.157 0 0.0355 0 10 0.4 n22 12 33 21x(us.90)=6.15 70 120 18.7 n25 12 99.2 2.157 6.15 0.0751 0 76.15 5.7 n25 12 0 21x(us.Tee-Br)=12.31 3.5 120 24.4 n27 12 99.2 2.157 12.31 0.0751 0 15.81 1 1.2 n27 25.6 s File:C:IUserslerice 0001Desktop\Sprinkcalc Files\Calvary Baptist Church North Andover.tyc3 Date 4/2512016 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 Job: Rennovations Hydraulic Calculations PIPE INFORMATION Path No: 3 h11 27 5.6 15.1 1 lx(us.Tee-Br)=5 12 120 7.2 n19 15 15.1 1.049 5 0.0766 5.2 17 1.3 n19 15 17.7 1 lx(us.90)=2 1.5 120 13.7 n23 15 32.8 1.049 2 0.3239 0 3.5 1.1 n23 15 0 1 lx(us.Tee-Br)=6.22 3 120 14.9 n24 12 32.8 1.097 6.22 0.2605 1.3 9.22 2.4 n24 18.6 Path No: 4 h10 27 5.6 15.2 1 1x(us.Tee-Br)=5 12 120 7.3 n18 15 15.2 1.049 5 0.0776 5.2 17 1.3 n18 15 17.8 1 ix(us.90)=2 1.5 120 13.8 n2l 15 33 1.049 2 0.3273 0 3.5 1.1 n2l 15 0 1 ix(us.Tee-Br)=6.22 3 120 15 n22 12 33 1.097 6.22 0.2632 1.3 9.22 2.4 n22 1.8.7 Path No: 5 h3 27 5.6 15.4 1 1x(us.Tee-Br)=5 12 120 7.6 n3 i5 15.4 1.049 5 0.0801 5.2 17 1.4 n3 i5 18 11x(us.90)=2 1,5 120 14.1 n7 15 33.5 1.049 2 0.3364 0 3.5 1.2 n7 15 0 1 ix(us.90)=2.49 3 120 15.3 n8 12 33.5 1.097 2.49 0.2706 1.3 5.49 1.5 n8 12 0 2 10 120 18.1 n16 12 33.5 2.157 0 0.0101 0 10 0.1 n 16 18.2 Path No: 6 h2 27 5.6 15.5 1 lx(us.Tee-Br)=5 12 120 7.7 n2 15 15.5 1.049 5 0.0811 5.2 s 17 1.4 n2 15 18.1 1 lx(us.90)=2 1.5 120 14.3 9 n5 15 33.7 1.049 2 0.34 0 3.5 1.2 n5 15 0 1 lx(us.90)=2.49 3 120 15.5 '3 n6 12 33.7 1.097 2.49 0.2734 1.3 5.49 1.5 n6 12 0 2 10 120 18.3 n14 12 33.7 2.157 0 0.0102 0 101 0.1 n 14 18.4 h File:C:lUserslericc_0001Desktop\Sprinkcalc l"ileslCalvary Baptist Church North Andover.tyc3 Date 4/25/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 11 L: Job: Rennovations 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/ps11/2) Wpm) (In) (ft) (f#) (psi) (psi) Path No: 7 h8 19 5.6 17.5 1 ix(us.90)=2 4 120 9.8 n12 15 17.5 1.049 2 0.1016 1.7 6 0.6 n12 15 0 1 13 120 12.1 n11 15 17.5 1.049 0 0.1016 0 131 1 1.3 n 11 13.8 Path No: 8 h5 19 5.6 17.6 11x(us.90)=2 4 120 9.9 n9 15 17.6 1.049 2 0.1025 1.7 6 0.6 n9 15 0 1 13 120 12.2 n10 15 17.6 1.049 0 0.1025 0 31 1 1.3 n10 13.6 Fath No: 9 h12 19 5.6 17.7 11x(us.90)=2 4 120 10 n20 15 17.7 1.049 2 0.1037 1.7 6 0.6 n20 15 0 1 13 120 12.4 n19 15 17.7 1.049 0 0.1037 0 131 1.3 n19 13.7 Path No: 10 h9 19 5.6 17.8 1 1x(us.90)=2 4 120 10.1 n17 15 17.8 1.049 2 0.1047 1.7 6 0.6 n17 15 0 1 13 120 12.5 n18 15 17.8 1.049 0 0.1047 0 131 1 1.4 n18 13.8 Path No: 11 h4 19 5.6 18 1 Ix(us.90)=2 4 120 10.4 n4 15 18 1.049 2 0.1071 1.7 6 0.6 n4 15 0 1 13 120 128 n3 15 18 1.049 0 0.1071 0 131 1.4 n3 14.1 File:C:\Users\ericc-000\DesktopXSprinkcalc FileslCalvary Baptist Church North Andover.tyc3 Date 4/25/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Jab: Rennovations Hydraulic Calculations PIPE INFORMATION Path No: 12 hl 19 5.6 18.1 1 1x(us.90)=2 4 120 10.5 n1 15 18.1 1.049 2 0.1081 1.7 6 0.6 n1 15 0 1 13 120 12.9 n2 15 18.1 1.049 0 0.1081 0 131 1 1.4 n2 14.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 12.49 ft/s occurs in the following pipe(s): (n5-n2) *** 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:C:1Userslericc_0001Desktopl5prinkcalc FileslCalvary Baptist Church North Andover.tyc3 Date 4/25/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 13 I i 3 Job:Rennovations Device Graphs Pressure vs. Flow Function Design Area: Dry Attic System.; Supply Ref.: src1; Supply Name:Bride and grimes Flow Test 95- go- 75- 70 65 5so757065 60 i 55- 50 45 N CL 40_ { 35 3p i ' 25 i I i 20 to 5` p i O O O O d O O O O O O Flaw,gpm Pressure Loss Function Design Area: Dry Attic System; DFP Ref.: BF1 (Feco0YD, Size - 4); Inlet Node: n31; Outlet Node: n3 626- . i I 4.9 psi @ 197.8 gpm 5.26- 1.26- 3.26- 2.26- 1.26- 0.26- . . . . . . . . . . . . .26 3.262.261.260.26 O o d d o 0 0 0 o d d a o d ti O h 4 V5 6 h 4 N d N N M SAY +} cY Vl Vl '.O Flow,gpm File:C:\Users\ericc_000\desktop\Sprinkcalc Files\Calvary Baptist Church North Andover.tyc3 Date 4/28/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 14 Job Rennovations Device Graphs Pressure Loss Function Design Area: Dry Attic System; DPV Ref.: DP1 (DPV-1 w/Accel, Size = 4); Inlet Node: n42; Outlet Node: n 4.5- 3.5- a. 2.5- 1.5- 0.5- Flow,gpm File:C:\Users\ericc 000\Desktop\Sprinkcalc Files\Calvary Baptist Church North Andover.tyc3 Date 4/25/2016 Copyright @2002-2012 Tyco Fire Protection Products Page 15 A CERTIFICATE OF LIABILITY INSURANCE Fo,1111A01zsMMrppmmi THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Susan Merriam Fred C.Church,Ina. NAME: _ 41 Wellman Street PHONE 978 3227296 FAX (978)454-1865 Lowell,MA 01851 leo,Ex11: (A1C,No): (800)225-1865E-MAIL smGr6am@fredcchurch.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC N INSURER A: Commerce Insurance Company 34754 INSURED Admiral Insurance Company 24856 Bride-Grimes,inc. INSURER 13: INSURER C: Wesco Insurance Company 25011 P.O.Box 776 Lawrence,MA 01842 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:58889 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE ADD L SUrVD POLICY NUMBER MfNLODY EFF YYYl MMLICYY YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAM AGE TO RENTED 50,000 PREMISES Ea occurrence $ CLAIMS-MADE 1�1 OCCUR MED EXP(Any one person) $ 5,000 e CA00001162210 819/2016 8!912017 PERSONAL&ADV INJURY $ 1'000'000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 FRO- POLICY LOC $ AUTOMOBILE LIABILITY CMaBINEeD SINGLE LIMIT EO1,OOp,000 ANY AUTO BODILY INJURY(Per person) $ A ALL OWNED X AUTOSULED OZY002 3/10/2016 3!1012017 BODILY INJURY Per accident) $ X X NON-OWNED acd DAMAGEHIRED AUTOS AUTS _(Per cinI $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2.000,000 B EXCESS LIAR CLAIMS-MADE GX00000005801 81912016 8!9!2017 AGGREGATE $ 2.000,000 DED RETENTION$ $ WORKERS COMPENSATION X VtiC STATU- OTW- AND EMPLOYERS'LIABILITY YIN Lf E ANY PROPRIETORIPARTNERIEXECUTIVE 1,000,000 O OFFICERIMEMBER EXCLUDEO7 NIA WWC3193982 412712016 4127/2017 E.L.EACH ACCIDENT $ {Mandatory in NH) E,L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS t VEHICLES (Attach ACORO 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE client a Msf# Cert Holder# ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Commonwealth of Massachusetts Department of Public Safety License: SC-002405 Sprinkler Contractor a y KENNETH J KOLIFRATN 11 PALMER DRIVE KENSINGTON NH 03833 1��/�►,� LX, Expiration: Commissioner 12114!2017