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Home My WebLink AboutBuilding Permit # 8/22/2016 O* NORTH BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit No#: "' 6 Date Received RSSacHus�t Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION 30 2.e-C� Print PROPERTY OWNER V02,4 int 100 Year Structure yes no MAP ARCEL: _ZONING DISTRICT:_ Historic District y no Machine Shop Village y n TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg F1 Others: ❑ Demolition ❑ Other ❑Se tic C 11S1e11 Floyd lain ❑Wetlands ❑ U1latershed Dlstnct , IA 1 . - . � .. .. ..E. _ DESCRIPTION OF WORK TO BE PERFORMED: G� gar c , 74 e z S Identification- Please Type or Print Clearly OWNER: Name: Vf 1Z Phone: Address: Contractor Name: Phone: -S Email Address: CA z Supervisor's Construction License: ' � C� 7,� Exp. Date- / Home Improvement License: Exp. Date: s� ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT 2.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: Rlvr FEE- $ Check No.: X1,5 3oy Receipt No.:� p NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fuer' ga®RTH '9 Town of 2 �.. 6ndover 0 � 3 o k,.KQ h ver, Mass, 08 ZZ 7014 coc"tc Kl WICK y�' -- BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System .. ... ......... BUILDING INSPECTOR THIS CERTIFIES THAT . . . . ;aa#!R.W_.V .� ............... ............. ^^ l has permission to erect .......................... buildings on ..r1 0...4.x**ww0A ,.. .........,............ Foundation r� �� r� Rough to be occupied as .�.... ...Jr..rf, � 1.'..... �... ..... . ................................ Chimney provided that the person accepting this permit shall in eve respect conform to the terms of the application p p p � p � � pp � Final 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 Forth Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IT S ELECTRICAL INSPECTOR LESS CONS I T Rough Service ...... ..... ...... .. . ........... Final BUILDI INSPECTOR GAS INSPECTOR o Occupy or Rough Occupancy Permit Required,to Bu Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No- Smoke Det. w\\\it LIA, Licensed &', lllstlred. \1k,n I mick, N11 0,105�I A ogtist 11, 2016 00,, 1 �190, 1 No 1 7--.�O 1-025"; Po It 06/2016 Brockhoyscii Vcrwl I�rk)(,KIIIIN Sell 'o 1 ommk, Or Alldmcv. NIA Scope ot,\Fork: Structural \Vork in Basement I , Sk,011V \Nork mvl Cut c-osting concrete and pour lootings Jjj�,k ill) existing Imun :tit(] Histalljoist hangers 4, hismH . 5111- IAIL under existing 40 beam 5. histill 31/2"" 1,111y column under new 1,Vl, oil existing footing and 3 !/2 ]ally COILInins under llc\N Lvl, oil new looting 0, Stand all inspection 7. Clean and remove all work related debris Note: Additional cost Im permit fee and paperwork and filing$45.00 per hour Gelleral Note: See attached structural drawings Aiiy hidden or undisclosed damage will be an additional cost to customer I Ot,11 COSt including labor and material: $3,765.00 Terms: 501)1deposit in the amount of$1,882.50, 50%due in the amount or s.1,882.59 LIPOII completion Warranty: I year on labor lid inated Is J/-CUSIOnler"S SigIlatUre- Date: Zqwyn Constructioll S S gna6ul* Jefl'/aigwyn Owncr/Operator COWEN ASSOCIATES JOB Consulting Structural Engineers SHEET No. ° OF 29 Vesta Road r � NATICK, MASSACHUSETTS 01.760 CAI-euLATEDBY— `�` �. oATr: (508) 555-3976 FAX (508) 665.4284 cowenass.oc.com CHECKS o HY DATE 80A E YFL a-7- 40 jr 7XV' VVI .... i . , �k M s FFy v € b € p f •'. .. ,... I • F` l COWEN ASSOCIATES JOB `�`1 �Ems) SO Consulting Structural Engineers 9HEETNO. g' ' OF 29 Vesta Road } f NATICK, MASSACHUSETTS 0176.0 cA�cu�as�a�Y— `�! �' DA-rE�..._��:._' 1�r� (508) 655.5976 FAX (508) 655-4284 CHECKED BY_ CIA7E--.-.-- cowenassoc.ci)m ?s _ p SCALE ' 4z4 i t b F J' s r n � A • ry Coven Associates Project Tine: 30 Leanne Street North Andover Consulting Structural Engineers Enineer. FVC Project 4D: 16,302 29 Vesta Road Prr ect p.escr: Slwtural repairs Wic4c,MA 01760 508-655-3976 wwW.cowenassac.com W€ICJd Beami✓ile=c:SUs�stFred![)OCIFME�I�EN6R�R�11163(12--'9.E� ENERGALC,INC.1Q8340%8wid:6,16,6,7,ver.6:Ifo Description: Supplemental Beam Vertical Reactions Support notation;Ear leftis#1 Values in KIPS . __.. ._._—._ _.....,.. _. - - _........ Load Combinatton Support 1 Support 2 Support 3 Support4 +D+L+H 1.9f30 1.980 +D+Lr4H 0.540 0.540 +S+H 0,540 0,540 +O+p,750Lr+0,750L+4 1,620 1,620 +0+0,750L+0.750S+H 1,620 1,620 +D+W+H 0.540 0,540 +040,70E+H 0,540 0.540 +D+0,75aLr;0.750L+0,750W-H 1,620 1,620 +D+0.760L+0.754S+0,750W+H 1,620 1.620 +D+0.750Lr+0,750L+0,5250E-hH 1.620 1.524 +D+0.750L+0.760S40,525GF-+t 1,620 1:620 +0,60D+W+H 0,324 0.324 40.600-+0,70E+H 4.324 4,324 D Only 0.540 0,540 l.r Qnly L Only 1.440 1.440 S Ort4y W Only E Only H Only tkr `3 k f � � 9 I Cowen Associsles Project Title: 30 Leanne Street North Andover Consulting Structural Engineers Engineer: FVC Project 0: 111.302 29 Vesta Road Project reser; Struclural Repairs Natick,MA 017610 508-655-3976 www.cmnvenassoc.com File=.c, -I ENFRCA-t1102 4,E06 Wood t d � 1I1 ENERCALCr 9NC.iw-2096.8ujId:6'J6'6.7,Ver-.G.46'by ; Emmons= 4 Descripl#ori: Supp!amwnW Beam CODE REFERENCES ........-......... _...�_.._ Calculations per NQS 2012, IBC 2012 CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-05 Mat..erial Properties ......... Analysis Method: Load Resistance f=actor D Fb-Tension 2600 psi E Modulus of Elasticity Load Combination ASCE 7-05 Fb:-Carnpn 2600 psi Ebend-xx 1900ksi Fc-Prtl 25't 0 psi Eminberid-xx 968.71 ksi Wood Species :Trus Jotst Fc-Perp 750 psi Wood Grade ; Microl-arn LVL 1,9 E Fv 285 psi R 1555 psi Density 42pcf Bean Bracing ; Beam is Fully Braced against lateral-torsional buckling Dt0.1)0 1.10-24` Dr0 cd 00.241 R{q.J9'L24) V V T 2-1175x5.5 2.9:75X5:5 span=3.4 tt Span=6.0 R Span=3.0 ft Applied Loads Sef0cr,lQads entered.Loan 1=aC:zc7rs vi0 ise applied for CSI tsl lscs:�s: Load for Span Number 1 Undorm Load: Q-OL90, L=0.240, Trituriary Width= D ft,(1st floor) Load for Span Number 2 Uniform Load: D=0.050, L=0240, Tribulary Width=1,0 ft.(I st flow) Load for Span Number 3 Uniform Load; D=0,N0, L=0.240. Tributary Width=1.0 ft.0s[sl aor} DESIGN SUMMARY Maximum Bending Stress Ratio - 0,33: 1 Maximum Shear Stre89 Ratio W 0A98 : 1 Section used for this span 2-1.75x5.5 Section used for this span 2.1,75x6.5 fb;Actual '1,505.62psi N;Actual 97.£2 psi FS;Allowable = 4,490.72psi I'v:Allowable 492.48 psi Load Combination +1,200-�0,50Lr{-1.60L+1.6QFi Load Combination +1.24D+0.50Lr+1.60L+1401-1 Location of maxirnum on span, w 3.o00fE Location of maximum on spar! 3,000.t Span#where maximum occurs - Span#1 Span 9 where maximum rs v Span 1 Maximum Deflection Max Downward Transient Deflection 0.107 in. Ratio= 374>=360 Max Upward Transient Deflection -00.16 in Ratio= 4558>=36Q a E Max Downward Total Deflection 0,146 in Ratio= 490>-130 Max Upward Total Deflection -0.022 in Ratio 3337s-180 Overall MaXiMum Deflections }k Load Cor*natlon Span Marc.'2Dail Location in Span Load Combination Dell Location In Span t 4.t4G 0-0(1.0 0,0017U 2:$74 2 0.0000 0.1100 +D+L+tl -0,0216 2.874 +D+L+ry 3 .0,1458 3.000 0,0000 2.874 Vertical Reactions Support notation:Farteftis#1 Valuosir#KIPS .. _—___ __. o Load Combinatson Support 1 Support.2 Support 3 Support 4. _jNeiall NiA)timurri -- Overall MINilntiM 0,324. 0.324 The Commonwealth of Massachusefts .. F I1epapImenf of1'ndastrialAceidents il Z congress street,Suite 100 J Boston,MA OZ114 2017 www mass.go-vldla WorkersCompe*nsaia.ort JuswrauceAffidavit;Builders/Contractors/Eleetracia�slk'Xam��ers. TO BE FILED'W[' H THE PERWTTJNG AUTROMTY. ApplicantMormation Ple.asePrint La'--IX Nc`311 G(Business/OxganizatioWfndiddual): C� Areyon an employer? Checl� e ala�ropriaic box; Type of project(Tgquired): 1.E] aemploycrvyith emplvyees(full audlorpaittime).* 7.• [ Ncwconsiradion 2. I am a sole proprietoror parinersblp andhave no employees working forme in 8. ❑Remodeffidg any capacity.No workers'comp.insurance required.] 9. �Demolition 3,E]I am a homeownerdoing Edl work myself No workers'comp.-insurauee required.]i 10 ❑Luil,d hg addition 4_❑I am a hozaeovvmx and will be hiring contractors to conduct all wank on my property. I wilt 11. F-lectrical ro airs or additions ensile that all contractors either have workers'compensation insurance or aro sole =,Q pzopzietors withnc employees. 12:F1 Plumbing repairs or additions 5,0IaMageneral.contractozandlhayehiredthosuh-wutraetorslisted ontheaifachodsheat. I ORo ffrepais These sub-oonizactors�iave employees andhave workers'comp.instuattce 14.0 Qtlter, 6.❑Wvare acorporatpnandifsr� gershaveexercisedtheirrigbtof'exemptionperMGx c, .. 152,§1(4),arxdweitavezlq �nployes.�fTvwarksrs'oorcp,insuranoerequized.] Any appticantthat checifsb ox#tt must also vutthe secon belavt showing ttreir wozkers'compensation policy information. i Homeowners vvliv si>Ti itt�is of rdavi#indicaEit they are doing all work andthenhire outside contractors must sia_bmit anew af�davrt iadioating such- ?C JMne(tvrs khat checkthisbox zpust altacJtecl an additivrral sheet shovvirrgthe name ofthalub-contractors and state whether orpotthasa entities have employees. Tfthe sub-curt[aci3irs TaWe employees, liey must pravidctl�eit workers'comp.policy numbez. lain an e7,iployzpJ6yees.'Below is thepoHey aridjob site infar�natian. _ 7nsuranca Company Name: Pol%cy4orSelf^ins.3Gic.#� � ` .� FxpiratzonDate: lob Site Address: City/State/.dip: A#tach a Copy oaf:the Workers' corupe)Jsation p olley declaration page(showing the p oli.cy numb er and expiration.date). Failure to aeoure coverage as required.under MGL c. 152, §25A.is a criminal violation punishable by a fine up to$1,500.00 azad/or one--pear ivapuigonnaenf,as well as civil penalties in the,form of a STOP WORK ORDER a-ad a fine ofup to$250.00 a dap'against the violator.A cagy Of this statement may be forwarded.to'`dia Office of Iavesiigation s of the DIA..for ru urance coverage verfcation.. t da Iter eby certify ur2rZer the pains and penalties ofpeijary that the inform adon pr�oi ideedzev/ Aove is�rueJand co-ect. Si ature: Date: Oi6 Phone#. Official rise oraZy. -PD not-WHM in this area,to he completed by city ar fown 0IciaZ City or Town: Per t License# fssuing AutSa oriiy(circle one): i ,.)Board of$eaIt](z 2.Build�irig Depar�aa eazt 3.City/Town Clerk 4.Electrical Lmpeetor 5.PlumbingTnspectoz 6.Other Cwttact T'erson.: 3%me#: C�/�e�nrrrrunxrue�rtl�a�'�-"�lrr;�:�ac�rcieflj \ Office of Consumer Affairs&Business Regulation OME IMPROVEMENT CONTRACTOR Type: ,legistration 134781 1=xpiration 1!17!2018: Individual JEFF ZAGWYN CONSTRUCTION: JEFFREY ZAGWYN i 71 CQTA RD. �r _•- -- I MERRIMACK,NH 03054 Ujidersedaary Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-073080 Construction Supervisor JEFFREY W ZAGWYN 71 CQTA ROAD MERRIMACK NH 03054 r'jZZ Expiration: Commissioner 12/06/2017