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Building Permit #003-2017 - 1661 GREAT POND ROAD 6/29/2016
yl Cp.�,1 II/fL BUILDING PERMIT OF-NOR%OR ,Ty 6 �+ OWN OF NORTH ANDOVER 32 y :,,.- ,_ ., o IlLhy �J PPLICATION FOR PLAN EXAMINATION 0 � • '° Permit No#: v ' �� Date Received 6 �4 ED " GQN f - AC US Date Issued: IM ORTANT:Applicant must complete all items on this page LOCATION I (o <m�C G I C�6id LaS Print PROPERTY OWNER T�NZ LLC, Print. 100.Year Structure yes MAP Cot- PARCEL: 12 ZONING DISTRICT: 1 Historic District yes Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential KNew Building 4K One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial El Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other 1]:Septic ❑Well ❑ F1_ootlplan ❑INetlantls' ❑ VVatersh.edi'D stnct oWater`Sewer DESCRIPTION OF WORK TO E PERFORMED: C S S Identification- Please Type or Print Clearly OWNER: Name: T I� Z Phone:47'Z '9SZ-yDUZ .1 Address: 5��"t� 20 1' eeNA Contractor Name: iL - Phone: ` ?Fr-8!�-Z`((Y0L Email: Zel . Address: LI tfl,1S N a S'" Ka Supervisor's Construction License: OSIS-�(/� Exp. Date: ( S f 8 Home Improvement License: Exp. Date:- ARCH ITECT/ENG IN EER ate:ARCHITECT/ENGINEER Phone: Address: 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: $ l 7R,66-0. (Dar- noses Q � �odlej) ,FEE: $_5736. f Imo . 5836.E Check No.: Receipt No.: ls NOTE: Persons contracting with unregistered con Tactors do not have access to the guaran nd A -Siqnature-of 77- J Plans Subrnittedg Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ^K Taming/Massage/Body Art ❑ Swimming Pools ❑ wen ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dempster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed Onttat e COMMENTS �� ��C.1 &k= — lVw a, G� CONSERVATION Reviewed ;L i ature I i COMMENTS n\ S o HEALTH Revie e o �\ Si nature COMMENTS I t'Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes a Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEP TEM NT ,Ternp m;Aster on�siteyes` '' ' - Located at 124 Maier e Fire Departmen sigature/date ,w� J u Dimension Number of Stories: 2. Totals square feet of floor area based on Exterior q xfi riio r dimensrons.Z728 Total land area, sq. ft.: Ll �Z,�7 20 ELECTRICAL: Moverment.of(!Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) is 2 Za s 8R ( ToTJ�L s Ito 3824 4 si 1 E S ro . 60 I i I LJ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits 4 Building Permit Application 4. Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses � Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products . a OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) i Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products i OTE: All dumpster permits require sign off from Fire Department prior to Issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doe:Building Permit Revised 2014 j L i Location !�`1 / t71 �i�! ,'��"`=' 44 No.,!90.3 "_ 2,41 Date t-57, 1r . - TOWN OF NORTH ANDOVER • ' Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ • Other Permit Fee $ ' TOTAL Check# �� s s '� Building Inspector / 6/6/2017 fy- 5-7 " '• CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER P Building Permit Number: 003-2017 Date: June 06, 2017 THIS CERTIFIES THAT THE BUILDING LOCATED ON: 1661 GREAT POND MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. pct 1-4 07-4 - 1 f Certificate Issued to: TKZ LLC Building Inspector This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/25657 1/1 6/6/2017 5-7 '• CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number: 003-2017 Date: June 06, 2017 THIS CERTIFIES THAT THE BUILDING LOCATED ON: 1661 GREAT POND MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. 51 1-4 Certificate Issued to: TKZ LLC Building Inspector This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/25657 0 1/1 6/6/2017 -fy �. 6-Z, 5-7 Q CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number: 003-2017 Date: June 06, 2017 THIS CERTIFIES THAT THE BUILDING LOCATED ON: 1661 GREAT POND MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: TKZ LLC Building Inspector This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/25657 1/1 NORTH Town ,of 0 : :. No. - Ch , ver, Mass, 26 0 O LAKI COCNICNtwic. y1' A0,#ArE, S tJ BOARD OF HEALTH PERMIT T L D Food/Kitchen Septic System NIA THIS CERTIFIES THAT �j ,........ BUILDING INSPECTOR .................. ....�..Vim... ..... .. . ..... ........................................... _ .. ... . .. .. .. 1 Foundation has permission to erect .......................... bu' 'ngs on ....� %....�O�A... �. ........d..... ,� ®'L3 lb Rough �9. l�� _ • f�T �tvS to be occupied as �►1. �►. .�.... c ey p' ............ .... ...... ........ .....................................................a to I l. provided that the person acceptinglffis permit shall in every'respect conform to the'terms of the application / it in this office and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and "!�"� 7 on file p y g p , Construction of Buildings in the Town of North Andover. LUM ING,gqINS EOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Roug Final ` . �. PERMIT EXPIRES IN 6 MONTHS ELECTRICAL IN PEC R UNLESS CONST TIO R,, fit- Service .... .......... ..... ....... Fina �y�,�- BUILDIN P TOR l 7 GASINSPECT Occupancy Permit Required to Occupy Building Rough I � tit. Display in a Conspicuous Place on the Premises - Do Not Remove Final 1. No Lathing or Dry Wall TO Be Done FIRE DEPAR ENT Until Inspected and Approved by the Building Inspector. Burner Street No. 7 Smoke Det. ` �` . �''• NORTI•/ Town of �.. : _ Andover p No. K. h , ver, Mass, r Q/ cocNUMew1cw 1 7i9s RATED ►PP�,`�5 V BOARD OF HEALTH Food/KitchenPERMIT T LD Septic System 1A THIS CERTIFIES THAT ......... )C.. ......4.4.11�.......................................................................... BUILDING INSPECTOR OF P�T N , # Foundation has permission to erect .......................... buildings on ........�I................�..................................... Rough to be occupied as ........W.40 .....Frp ON* b.l; Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application 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 EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSWIT17 . Rough Service ...... ......... ...... ........... .. "' Final BUILDI NSPEC R GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough 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. -�` CERTIFICATION PLAN OF MA 1661 GREAT POND ROAD Andover Uma PSD R G� NORTH ANDOVER, MASS, consultants GOODWIN No.48133 — Prepared for inc. o� aF F 4/STEP S' �s?s� TKZ, LLC 1 East River Place ss��N�LL"NOS°Q hib \ \ME LE:1°=40' DATE:6-13-16 Methuen, Mass. �h t Wo ll G RE kT T A `O�� io F I HEREBY CERTIFY THAT THE LOCA71ON OF THE STRUCTURE SHOWN ON THIS PLAN WAS DETERMINED BY A FIELD Ro SURVEY, CONFORMS TO THE SETBACK REQUIREMENTS OF1HE NORTH ANDOVER 20NING BYLAW AND IS NOT LOCATED IN A'FLOOD HAZARD AREA. REG. PROF. LAND SURVEYOR J/s,TO �' of wAy 22758, LOT B '^ ,\ S46 ss e o � 1 42,720 S.F. �•,q� o -- R�1030.01 \p —. P_--N •_ GR% P:\1 2\1 2—32\dwg\CERT.dwg _-� CERTIFICATION PLAN �` �1Ofm4ssq 1661 GREAT POND ROADandover PTR NORTH ANDOVER, MASS. consultants m OOODWIN No.48/33 ,r Prepared for Inc. 3o�� yFoIST �QZ TKZ, LLC <<aNpS 1 East River Place OpA hh \ SCALE:1"=40' DATE:6-13-16 Methuen, Mass. twal G PO 1--j Sas�4' \ �o F 1 HEREBY CERTIFY THAT THE LOCATION OF THE STRUCTURE SHOWN ON THIS PLAN WAS DETERMINED BY A FIELD Rc �' SURVEY, CONFORMS TO THE SETBACK REQUIREMENTS OF THE NORTH ANDOVER ZONING BYLAW AND IS NOT \ LOCATED IN A'FLOOD HAZARD AREA, /i/ `✓ OO REG. PROF. LAND SURVEYOR Q h \ Se 4j \l "� PRopoS� .97' �' p(LppN>NE tJ 14 1-45J � r2jrr ��11 tca PtvW) \\ RiOyr \"-w„ OR kqr 22759, LOT B ��*. sas \ 23'5g E o \ \ 42,720 S.F. o 8.1030.01 R P P:\12\12-32\dwg\CERT.dwg Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost $ 478,000.00 m $ - $ 5,736.00 Plumbing Fee $ 717.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 717.00 Total fees collected $ 7,270.00 1661 Great Pond Road 003-2017 on 6/29/2016 single family home NORTH own of ndover 0 No. - 1 T -Sal. All ! h , ver, Mass, !� T 2 O IAKE 1. COC NICe HE WICK 7,95°R�re0 oPP,��(5 U BOARD OF HEALTH Food/Kitchen PERMIT T LD�"t� Septic System THIS CERTIFIES THAT BUILDING INSPECTOR 14`x. ��0A...er'%Ah. Foundation has permission to erect .......................... bu' 'ngs on ... ..... ..... ..... Rough to be occupied as ...........SVv 1J&,.... . ` . ....... 3... .......... ............................................. Chimney provided that the person acceptingl�'Ris permit shall in everyih�espect conform to the terms of the application 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 North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONST TIO Rough Service ..... . . ..... .......... !PT0R... . . Final BUILDI s GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough 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. 1 f J,rid.`itJit.Vft1 (fir : > >, I 2013 JUL "3 f li 1. 08 Town of North Andover dr a4.p q,r°Ooh h ~ Office of the Planning Department J 1,:,':: �•. * , Community Development and Services D1v1s1RT(i ;*zli�4' 1600 Osgood Street �sSt1CF1U North Andover,Massachusetts 01.845 This is to omify that twenty(20)days NOTICE OF DECISION have etapsad from date of decision filed wikhoukfilttQ n ear �Q Any appeal shall be filed A. pha� 3 within (20)days after the 'gown Clark date of filing this notice in the office of the Town Mrlc Date: July 2,201.3 Date of Hearings-,June 4,201.3,June 18, 2013.July 212013 Date of Decision; duly 2,2013 Petition ob Teebuical Training Foundation,North Andover,MA 01845 Premises Affected: Adjacent to 1665 Great Pond Roast,North Andover,Massackusetts,01845. Assessor's Map 62,Parcel 19 and located in the Residential 1 Zoning District. Refeiring to the above petition for a Watershed Special,Permit:from the requirements of the North Andover ,honing Bylaw,Sections 4.136.3.c.H.(l),4.136.e.ii(1)(2)(5)&10.3, So as to allow the construction of a single family dwelling unit and driveway, the deznolitiont of an existing shed,the installation of utilities,stortuwater wauagewent facilities and associated grading on ail undeveloped parcel within 100 feet of a wetland and within 250 feet of Lake Cocbiehewick in the Non- Disturbance and Non-Discharge Zones of the Watershed Protection District. After a p4lie bearing given on the above clatter and upon a notion by D. Kellogg and 2nd by M. t olantonii to "PROVE, the Watershed Special Permit for the Watershed Protection Distiritct as amended and based upon the following conditions, Vote was S--0 in favor of the applitcation. ,.�--�-- O ening Board olux Simons "Ohael Colantotui Lynne liudnicki Lora McSherry ✓ATTEST,- Dave Kellogg A 1'rue C6py i 3 i s Adjacent to 1665 Great pond Road Map 62 loot 19 Watershed Special permit Construction of Now Single Family Residence July 2,2013 e) The construction has been reviewed by Town Staff and the Town's consulting engineer, Lisa Eggleston,and with the application of the erosion control measures and modifications to the drainage and stormwater management designs, the consultant concluded that there will not be significant degradation to the quality or quantity of water in or entering Lake Cochichewick, The site drainage system azrd stomia water management system are designed in accordance with the Town Bylaw requirements and Best Engineering and Management Practices. The plan has been reviewed by the outside consulting engineer,Lisa.Eggleston, as evidenced by correspondence dated May 20, 2013 and June 18,2013. Further,adequate safeguards have been provided to mitigate pollutants from entering Take Cochichewick through the installation/implementation of the followin jg Best Management practices relative to a single-family dwelling: i) TIte new project will create approximately 6,900 sq. ft, of new impervious area Haat will include the dwelling unit, an attached garage and driveway. All of the roof runoff will be routed to drip trenches along the perimeter of the building. The driveway will contain water stops to control the flow of•runoff, and runoff will also be infiltrated into a two foot wide stone trench along the side of the,driveway. ii) The entrance to the pxoperty will contain a 60 foot:flat swale in the southeast portion of the lotto store and infiltrate runoff from the driveway. iii) Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous-fiee. This restriction will be noted on the deed, iv) The limit of work on the easterly side of the lot is defined by the proposed hay bale luxe that is depicted on the plan. The limit of work on the westerlyside is marked on the plan.Limits on new lawn areas will be described w' t SPECIAL>.thux he COrDET<oNS section o£this , decision.A deed restriction will be recorded to limit any further clearing on the lot. f) The proposed structure will be connected to the Town sewer and water systems. i 2) There is no xeasouable alternative location outside the General, Non-Disturbance, and the Non- Discharge Zones for any discharge,structure or activity. is 3) 7n addition,in accordance with Section 10.31 of the North Andover,Zoning Bylaw, the Planning Board makes the following FINDINGS OF FACT: a) The specific site is an appropriate location for the proposed use as all feasible storm water and erosion controls have been placed on the site; b) The use will not adversely affect the neighborhood as the lot is located in.a.Residential 1 Zoning District; S e) There will be no nuisance or serious hazard to vehicles or pedestrians; z d) Adequate and appropriate facilities are provided for the proposed project; 5 5 e) The Planning Hoard also makes a specific Finding Haat the use is in harmony with the general purpose i and intent of the North Andover ZoniDg Bylaw, Upon reaching the above findings,the Planning Board approves this Special Permit based upon the following SPECIAL CONDITIONS-. 1)Permit Definitions: 3 Adjacent to 1665 Great Pond Road Map 62 Lot 19 Watershed Special Permit"Construction of blew Single Family Residence July 2,2013 ii. The remaining funds will be:released when the project is complete and after an as-built has been submitted. The final release will require that the applicant meet the conditions as outlined in section 6.a of this decision. c) The applicant shall des' ate an independent Construction Monitor who shall be chosen iaa consultation with the Planning Department staff. The Construction Monitor shall_submit weekly reports during the entire duration of the project and must be available upon four(4)hour notice to inspect the site with the Planning Board staff. The Planning Staff may reduce the frequency of reports upon review of such a request froze the applicant, d) All erosion control measures as shown an the plan must be itt place and reviewed by the Town Planner and Conservation.Departmeot e) A.pre-construction meeting must be held with the developer,their construction employees,Planning Department and Building Department(and other applicable departments)to discuss schedul%r►g of inspections to be conducted on the project andthe construction schedule. f) Any new landscape area will be confined to those areas that are inside the Limit of Clearing, as shown on the Plan, The soil should have a minimum of 6 inches of topsoil and where possible, native vegetatiorx should be planted. Fertilizers are limited to those which are either organic or slow release nitrogen and phosphorous-free. 6) Prior to final release of the Performance Bond: a) ` bo applicant shall submit an as-built plan stamped by a Registered Professional Engineer in Massachusetts that shows all construction, including storm water mitigation trenches and other peztinent site features, This as-built plan shall be submitted to the Town Planner for approval and must be provided in paper form as well as in OF(StandW Digital File) ,format. The applicant roust also submit a letter from the architect and engineer of the project stating that the building, landscaping and site layout substantially comply with the plans referenced at the enol of this decision as endorsed by the Planning Board. This as-built plan shall be submitted to the Town Planner for approval. b) The Planning Board must by a majority vote make a fnading that the site is in conformance with the approved plan. 7) The Ho;neowner musf provide for maintenance of the stone trench along the driveway, which will include sweeping o£the driveway and removal of debris,as needed, S) No open burning shall be done except as is permitted during burning season under the Fire Department regulations. - 9) Tito Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. i 10) The provisions of this conditional approval shall apply to and be binding upon the applicant, it's t employees and all summois and assigns in interest or control. 11),This Special Permit approval shall be deemed to have lapsed on July 2,2015(two years front the date of issuance) exclusive of the time required to pursue or await determination of any appeals, unless substantial use or construction has commenced within said two-year period. Substantial use or construction will be determined by a majority vote of the planning Board. I ANO: FOR REGISTRY USE ONLY g PLAN �`g/DRDnO') l fwmXD roN wa D.Det» GREAT POND ROAD Iw''a'�T'Pv - dAl, - n:RI N".bwADWtfNW■ NORTH ANDOVER, MASS. PROPoseD eoNmuR �dq, cDE or nrLo,M OP __1✓� PREPARED FOR::E—IGAL TRAINING FOUNDATION—IT m1-� DATE: Mar<n 20,2013 Revlsed June 3,2013•' } 1 eDa awdrR �1LP SCALE: 1'-20' Am\i\n\ .. ��—.-.�A.-PM..•»---.-..-'- ➢1 PeE)%1 RRD60 DD:PPTP1MOloDxS5cDmEDf0sMfAHFVATAEYFrRRAABALFs M \gdInwCg.l onsultants AD E-,R1 ,D NLEE W. � (� 8' , - ••'.•^.-•- PROPOSED 1NDVEWAY � 0184. Ax4 0 20 40 60 60 Ft. wmPr,Ty spot RwC wr.or 4roalc Pw 0 5 10 � 20 Meter \I BIND,v "' �' aS ix1 .rw.�wtic \ \ —Y - NT \ ,720 S.F.. 1 ° Z, IN Axa I1 r 1r onrvtwAv r '� y o fir. \ \ ���°�gys• ..a •9/ 11 -\ ��s _ 'T!! �rrAPsw)wE P \c Ik.. )DR ttV °'�.• ^wAYt1 n OeNo sane aeo-lo-nG, DRIVEWAYI CROS SECTION- �t uz.zD \ LOCUS PLAN \ SCALE:1"=300' 61 NORTH ANDOVER \ w.b1°"�ir,a..,. 3 \�� \ R/o.NOr0.) \ ql\ " --RPvIJed June 3,2013:eUlvart,WetlDnd flay#15 k/30,d,r e y \- y^2X er-- tion,add 4 I eLANNING BO_ARO \ �� �I \"•;; 10-DF N m AYODVEa \ a We a s1onD e<cnecH eems Ae' A' OF A11:I1A ^.1PRDPOSOhv!YrAT S -- ED A2J REA'S POND _ w OA1E OF HEARING rT �H 4t:lO �- •\ \ y`1',.\ MY�i[COST-E gAL: PaaosEa p�•E �'1 PIN(Sr.,r ^ .�'f t•A - '4`. ,d' \ \ \..�Io �,. TECHNICAL 1 \ \ "?rte° 2• CLGXoaTI'll 12t's / \ 15 \ \ \. g \ '•5 m\ 2'"DE K D'DEEP Sg \ \ P pP SED THE NL1lANp DWNDARY OtDICTFn }� '\ Y CAS!ONE CHECA >� IS PIAN W,1G PLADoE5 BY met H UTN OR DE C'm II 2ML I HMEBY CERTIFY THAT THE PROPERTY LINES T�'% _` ` LINES OF EYJSDNG $ \ e•PVC :�.••.•r•'•+•'.•- :m ..,„, SHOWN ON THIS PLAN ARE THE J �6=- OWNERSHIPS.AND THE LINOS OF ME STREETS AN \ \ 5-O G6°9 ,: �.! '""'Tp�""`"•'.^••+..,f / WARS SHOWN ARE THOSE OF PUBLIC OR PRIVATE .r / STREETS OR WAYS ALREADY ESTABLISHED,MLO PINI THAT NO NEW LINES FOR EX STING OWNERSMP OR FOR NEW wA15 ARE SHOWN,ANO THAT THIS PUN b o- uwa.� —\ .. ` ga:.=�tnei i' CONFORMS TO THE RULES AND REGULADONS OF THE REGIST� EFAS OF OSETTS ^I^ S , REG PROF.LANG SURVEYOR RVIC -1 ZONING DISTRIM-2.- �• �i7-1•�";T r� =_•--- .�'__..�__- S._- �zN�j�1 �' A\ \ avec -- Im- • 1� yA2 ZONING ANALY51 �. —— — l GREAT POND �._.D ITFH P[ONR[➢ - Imo, R-'aA NWO`v,n� LOT AIKA DT.120 SF. /CODE OF _ .'A. -f..a..-..-.e_.._..-...._.A-...-...111 fAOxTAGT: tTs M. LAKE COCHfCHEWiCK R\t2\12-J:WXC\PLAAp.OTm -�- -, _.__..............................,........ . 4 COMMUNITY AND ECONOMIC DEVELOPMENT DIVISION Building Conservation Health Planning Zoning Watershed Special Permit—Extension Date of Decision: June 19,2015 Applicant: Glenn Saba, Century Builders,Inc. PO Box 907 Methuen,MA 01844 Pro e : 1665 Great Pond Road(Map 62 Lot 12) Technical Training Foundation Trust 1429 Osgood St. N.Andover,MA 01845 Project History: A Watershed Special Permit was issued for this property on July,2,2013 and recorded on 10/22/14. The notes on the decision(11)reference a lapse of permit on 7/2/2015 if the project has not commenced within that time. Findings: A. The property owner requested on 5/22/15 an extension due to the slow economy. B. The property owner signed a request letter on 5/20/15 for Glenn Saba to appear on their behalf. Decision: Following a discussion at a public meeting(6/2/15 &6/16/15)of the Planning Board,it was moved by L.Rudnicki, seconded by P.Boynton and voted in unanimous favor that an extension of the Watershed Special Permit for 1665 Great Pond Road(Map 62 Lot 12)be granted for a period of one year. fdr-istine eetham,Town Planner On behalf of North Andover Planning Board John Simons Lynne Rudnicki Lora McSherry David Kellogg 1600'Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9531 Fax 478.688.9542 Web www.townafnorthandover.com 1 ° P Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-055417 Construction Supervisor THOMAS DZAHORUIKO ~ 4 HIGH STREET SUITE 201 NORTH ANDOVER MA 01845 CA— Expiration: Commissioner 04/05/2018 ••••o Verizon LTE 10:00 AM 83%ice All Inboxes (2) " j Sent from my Pad ® 7-71-6/21/16 IDIYYYYY)A © CERTIFICATE 4F LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CER71FICATE 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 INURED,the policy(es)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 endorsements). _ PRODUCER CT NAME: Sandi Munroe M.P. Roberts Insurance Agency PHONE 978 683-8073 FAX No; (978) 683-3147 1060 Osgood Street AoriEss; sandi@mprobertsinsurance.com North Andover, MA 01845 INSURERS)AFFORDING COVERAGE NAICO i_ss!RERA�Esse-x._Insurance Co INSURED INSURER_8:Associated Employers_Insurance TKZ, LLC INSURER C— - - c/o TOM ZAHORUIKO INSuflEflo: 78 GREAT POND ROAD INSURER E: NORTH ANDOVER, MA 01845 INSURER F: COVERAGES CERTIFICATE NUMBER: 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. ILTR TYPE OF INSURANCE AODL SWvD UBfl POLICY NUMBER MPM n,EFF PM D'O(P. - LIMTS A GENERALLIABILITY 3DX4936 7/.13/15 7/13/16 EACHOCCURRENCE IS�1,O00'.000 DAMAGETO RENTED - -- X COMMERCIAL GENERAL LIABILITY PREMISEscEooccuaence)_i-50 _LQO CLANG-MADE 50,000 CLANG-MADE L.^.]OCCUR NEOEXP(Aryo, neperecn) x 5,000_ PERSONALSADViNJURY x_1,00.0,;000 GENERALAGGRE GATE x 2 000•,,O00_ GEN'L AGGREGATE LIMITAPPLIES PER PRODUCES-COMPIOP AGG S X POLICY PRO LOC x AUTOMOBILE LIABIUTY CONUINEU SINGLE LIMIT' SEe etci�fY) S _ ANY AUTO BODILY INJURY(Por Person) $ - ALLOWD[D SCHEDULED BODILY INJURY(Per awoono S HII EDAUTOS `NOTOSWNFD TOS AUTOS PROPERFV DAM4'GE x _iPer Atcidenl) S UMBRELLAL'IABOCCUR EACH OCCURRENCE l$ EXCESS UAB CLAiMS•NWDE AGGREGATE. S DED s RETENTIONS _ -_ x '. B WORKERS COMPENSATIONWCCSOOSOO'6517--2O14A 10/1/15 10/1/16 X �RY,1JMIlS� TH AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTFA YIN NIA f.L EACH.ACCIDE.NE $_1 r90_0.'_,_0'00 OFFICE RTIEMBER EXCLUDED? _I (Mandatary In NH) EL DIS CASC FA[Mf!I,OYFF S 1,000,000 _ II yes dnsttibe under E.L.DISEASE LIMB x 1,000,000 DEST.RIPTION OF OPE RATIONS bebw - DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,AdTitlonal Remrke Schedule,Kmrero Spate d M0 rod) CERTIFICATE HOLDER CANCELLATION - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF NORTH ANDOVER ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPT 1600 OSGOOD STREET AUTHO D EPRESEIJTA NORTH ANDOVER, MA '01845 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: 1co(oI GREAT P6 ND RoAa Is C--/ 1 uaPeoaa4 7� 0( FRoijl SLe\)AT)bA d$ FIG POND Ro hD kV MAY t2,2olt� �.1 cl- n o Ia vn��a eta smn9 of Ii !LET -F77 F 7-�1 LLi r Seco N-D FLOUR PLAN 12.14 DeGK 7 O ISro ;I.O.S.1 'a�o'•� '. 304t2j Y b�rolu6 3 s-9 yZ 5i - P ay. too IAT - � 1 yi 0 f x1I O 10 3 M T 1 I Cu�EAED aEC 1l ��' I— �ED�+�3 8Et1 Wsn2 H�45tER 6CgQpp l i 0� I IK�ScueN / 3�1 Y2 8¢1(yx 7[ 69x65 69x65 E8z6S' I 14.0 9-0 -o S-J Cofo-O D.O.S. Z.O.S. R-o -3 3o68 3068 v72'/4x H3. 68x6S 0 � � u L N y� a CU AME Poo) p � ! 3-c AR G AP-AGE i � � I _ ° M Q / N N M u�M O • • • � 3 11 06 iRARY�- j ° F°rC.Ft OPc Hca FtFX�6V6S1' lII n 0 0 Z -o a-6 t - 14-0 �• 6GxE3 J 34(/y 65 S'{y4h61"' 68bs 68165 r3 r b F!RST FL60R PLAID F1NST T-Looli oso SE 6GCO�ID FLOOR 191-10 SS- ToT hL ZR2P� sF W � ' to"7Mwk WAIL. 3 000 PST P.C, FoUa.2D�'il O1J Se'GTION CFRo f.Si) � PNGHo0.pP�.TS CEbnl 21-0 -o a-o 30-0 I _ B I7pAv4fieoF _ d ��RoP 2'0" OV9NING � ra� 0 � T i o to � (� � � • N I _5-' .. I I �ii�i StaNE . 0 M ZO'r 10 fti7bT1U6 M N 1 8-o I h-o _ 6.-0 R•o KeYw ky P.G. f � N O � I �6 D S�MVSON .,TRAPS FoytJD�-s�oU ?LJaI� -- i�6 t GREAT kOND 1�oAs1.. No({T�1 PcNDoV�R,MA 1 k LLL srAAZ'• %lel'-11 O', "Y X2,201(0 I I _ cCcofit, ft_ooKFPAme 4.6-0 JJJ � f r � , f � I i I LVL I T � IA" h12016" O ' O1 C4)Z to gcA i FI&SY fL.Ok VRAXOE CSCC Cut SHEETS Ttp, '$ L t ,✓r �'"'�fnNi'.R�b6H Vi NT 26 Yli.AP.CN.511IJC.Lfi �� � ¢ITVTHE NE £AvE IV Al1� 4 — 1/Z"tax suNn�1 '�� N c�Z r is Vb SUSULkTInJJ IVE11ilt-� PEP, w�gS N *,IeRS AfPoRT" - aRl PtiaGE _ __ - \ -- r-MLUA6 lot-IT 2aall2(rYPJ � --, I%3 5rv,&iu'16 --� NC �,_ .._ CP.f DA PI.hTE ./y"%WWCjj P Ru IPLASCt'A adv FftC ut.7f - -- i 12F6 M oTE S'• —�_—_— z1P-AStE.M - T1NSul-N-ro1J Po,H64ZS ROAr O NRR91 nStinl x6 -'t3!?UTHENC EAVb"S,VAL�.EI'$,EHffkS & n -�— QVC.T0.1M SL.oPES �'512 cv _� —F-KTUXJ .R VVG5i —r-IP,E.PI-kce K.o. �oglBw..g1q lezD 1.� In>rtQloR DOORS z!$1'W CT YP) -- w EIK$T FL-o0?,GE'll.lJG kdEl6FFT �, - 9 SFco �LIYXZ C.Ekum(- � �+i"pDVANC E<H a+.oDE Home Energy RaUng Certs ficate Property HERS CLEAResu It® TKZ LLC Rating Type: Projected Rating Certified Energy Rater: Peter Virchick 1661 Great Pond Rd Rating Date: 6-21-16 Rating Number: North Andover , MA 01845 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost HERS Index: 53 Use MMBtu Cost Percent Heating 38.2 $1745 46% General information Cooling 8.4 $136 4% Conditioned Area 3094 sq. ft. House Type Single-family detached Hot Water 5.2 $433 11% Conditioned Volume 25930 cubic ft. Foundation Unconditioned basement Lights/Appliances 27.9 $1345 35% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $137 4% Mechanical Systems Features Total 79.8 $3797 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Criteria Cooling: Air conditioner, Electric, 13.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 123.76 CFM25. Ventilation System Exhaust Only: 55 cfm, 22.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-44.4 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.280, SHGC: 0.250 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Foundation Walls R-0.0 Method Blower door test Conservation Services Group 50 Washington St Lights and Appliance Features Suite 3000 Percent Interior Lighting 80.00 Range/Oven Fuel Electric Westborough,MA 01581 Percent Garage Lighting 0.00 Clothes Dryer Fuel Electric 508-836-9500 Refrigerator (kWh/yr) 637 Clothes Dryer EF 3.01 www.csgrp.com Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.6.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. of TKZ 6-20-16 eylBlear 1661 Great Pond Rd.N.Andover, 2:07pm 1 loft tS Beam 4.11.26.1 lomBeamFngine 4.1126.1 Materials Database 1516 Member Data Description:Header Member Type: Beam Application: Floor Garage Door Header Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12.5 PLF Filename: Beam1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top a 0.00" 19 6.00" 0' 8.00" 40 10 Live Additional Uniform(PSF) Top 19 6.W' 32' 0.00" a 8.00" 65 15 Live Additional Uniform(PLF) Top a 0.00" 19' 6.00" 0 80 Live Additional Uniform(PLF) Top 19 6.W' 32' 0.00" 0 40 Live Additional Uniform(PSF) Top a 0.00" 19 6.00" a 8.00" 30 10 Live Additional Tapered(PLF) Top a 0.00" 19 6.00" 0 80 80 0 Live Additional Uniform PSF TOP a 0.00" 19 6.00" 1' 8.00" 55 15 Snow 1960 1260 i O ® 3200 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) 24.=' 1.500" 2553# - 2 19 6.000" Wall SPF Plate(425psi) 36.000" 2.270" 5064# - 3 32' 0.000" Wall SPF Plate(425psi) 24.000" 1.500" 349# -433# Maximum Load Case Reactions Used forapplying point loads(orline loads)to carrying members Live Snow Dead 1 861# 680# 1397# 2 2252# 11409 2520# 3 399# -208# -49# Design spans 1T 6.875" 10' 6.875' Product: 2.0 Rigidl-am LVL 1-3/4 x 9-1/2 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 434lbs at bearing 3 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8278.# 21845.# 37% 8.96' Odd Spans D+L Negative Moment 8229.# 218454 37% 19.5' Total Load D+L Shear 2927.# 9642.# 30% 19.49 Total Load D+L Max.Reaction 5064.# 80325.# 6% 19.5' Total Load D+0.75(L+S) TL Deflection 0.6033" 0.8786" U349 9.83' Odd Spans D+0.75(L+S) LL Deflection 0.2977' 0.5858" U708 9.83' Odd Spans 0.75 L+S Control: TL Deflection DOLs: Live=1000/o Snow=1150/. Roof--125% Wind=1600/o Design assumes a repetitive manner use increase in trending stress: 4% All product names are trademarks of their respective owners Copyright(0)2013 by Simpson Strong-Tie company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member.floor joist.beam grainie[shown on this drawina meets agolicabie desion cdteda for Loads Leading Conditions.and Spens ustad an this eheel. )AB Dl?SIgD 1figSl D@ I2ViaW2C BY a p06111ia�designer ordevgn professional as required(orapproval.fits design assumes product installation according to the manufacturers cifications TKZ 6-20-16 11�eyBeam 1661 Great Pond Rd.N.Andover, 2:50pm ®'CS Beam 4.11.26.1 1of1 km BeamEngine,131.26.1 Materials Database 1516 Member Data Description: Member Type: Beam Application: Floor FIRST FLR EXT WALL BEAM Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: 0360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: Beam2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 10' 0.00" 8' 0.00" 30 10 Live Additional Uniform(PLF) Top a 0.00" 10' 0.00" 0 80 Live Additional Uniform(PSF) Top a 0.00" 10' 0.00" 8' 0.00" 30 10 Live Additional Uniform PSF Top 0' 0.00" 10' 0.00" 16' 0.00" 55 15 Snow 10 O O Q 10 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall SPF Plate(425psi) N/A 3.53T' 7891# -- 2 10' 0.000" Wall SPF Plate(425psi) N/A 3.53T' 7891# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 2638# 4464# 2565# 2 2638# 4464# 2565# Design spans 10' 1.7W' Product: 2,0 RigidLam LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Minimum 3.54"bearing required at bearing#1 Minimum 3.54"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 200164 38173.# 52% 6 Total Load D+0.75(L+S) Shear 6352.# 13861.# 45% 9.5T Total Load D+0.75(L+S) TL Deflection 0.2531" 0.5073" U481 6 Total Load D+0.75(L+S) LL Deflection 0.1708" 0.3382" 1-/712 5' Total Load 0.75(L+S Control: Positive Moment DOLS: Live=100% Snow--115% Roof=125% Wind=1600/o Design assumes a repetitive member use increase in bending stress: 4% All product names are trademarks of their respective owners Copydght(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. —Passing isdefined aswhen the member.Oooriolst.beam oroiMee shown on thisdrawir a meetsaaoli—Me desion cdteda for Loads Loadino coadato—acid suaas named oa mrasnaot. Ito andgn mutt be reviewed by a VON designerordesgn professonal as required forappfoval.Thisdeslgn assumes product installation according to the manufactwefs specifications. TKZ6-20-16 KeyBea m 1661 Great Pond Rd.N.Andover, 2:53pm 3 CS Beam 4.1 176.1 1of1 kmBeamEngine 4.11.26.1 Materials Database 1516 Member Data Description: Member Type: Beam Application: Floor First Fir Int Beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 10.4 PLF Filename: Beam3 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.00" 10' 0.00" 10' 0.00" 30 10 Live Additional Uniform(PLF) Top a 0.00" 10' 0.00" 0 65 Live Additional Uniform(PSF) Top a 0.00" 10' 0.00" 16 0.00" 30 10 Live 1000 9 1000 Bearings and Reactions Input Min Gravity Gravity Location type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) WA 3.974" 5912# — 2 10' 0.000" Wall SPF Plate(425psi) N/A 3.974" 5912# Maximum Load Case Reactions Used forapplying point loads(orline loads)to carrying members Live Dead 1 4160# 1752# 2 4160# 1752# Design spans 10' 1.7W' Product: 2.0 Rigidl-am LVL 1-3/4 x 11-7/8 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 3.97"bearing required at bearing#1 Minimum 3.97"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 149951 21278.# 70% 5' Total Load D+L Shear 47594 80354 59% 9.5T Total Load D+L TL Deflection 0.28"' 0.5073" U428 5' Total Load D+L LL Deflection 0.2001" 0.3382" U608 5' Total Load L Control: Positive Moment DOLS: Live=100% Snow=1150/. Roof=1250/. Wind=160% All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie company Inc.ALL RIGHTS RESERVED. —Passing Is defined as when the member,noorjoist.baam orgimes shown on this diswing meets applicable design criteria for Loads.Loading conditions,and Spans listed on this sheet. The design must be reviewed by a quallfied designer or design professional as required for approval.This design assumes product installafion according to the manufacturers e"ll"rins. TKZ 6-20-16 KeyBem 1661 Great Pond Rd.N.Andover, 3:40pm r CS Beam 4.11.26.2 O 1of1 IanBeamFngine 4.11.26.1 Materials Database 1516 Member Data Description: Member Type: Beam Application: Floor Second Fir Beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: 0360 live, 0240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: Beam4 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PSF) Top 0' 0.W, 14' 0.00" 16 0.00" 30 10 Live Q 14 O O 14 O 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall SPF Plate(425psi) NIA 2.237" 4991# — 2 IN 0.000" Wall SPF Plate(425psi) N/A 2.23T' 4991# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 3678# 1313# 2 3678# 1313# Design spans 14' 1.7W' Product: 2,0 RigidLam LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Minimum 2.24"bearing required at bearing#1 Minimum 2.24"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 176494 33194.# 53% T Total Load D+L Shear 4292.# 120534 35% -0.06' Total Load D+L TL Deflection 0.4339" 0.7073" U391 T Total Load D+L LL Deflection 0.3197' 0.4715" U530 T Total Load L Control: LL Deflection DOLS: Live=100% Snow=115*/o Roof--1251/6 Wind=160*/o Design assumes a repetitive member use increase in bending stress: 4*/o All product names are trademarks of their respective owners Copyright(C)1013 by Simpson Stiona fe Company I",,ALI Rl11rrS RESERVEn. "Passing Is deflned aswhen the member,floor)oisr,beam orgirdec shown on this drewing meets applicable design cdtera rorLoads,Loading Corldlflons,and Spans listed on this sheet. The design must be reviewed by a quallflQd designer or professional as required for approval.This design assumes pmduct installation according to the manufacturers cificallons. BUILDING PERMIT OF"°oT bqN TOWN OF NORTH ANDOVER o� APPLICATION FOR PLAN EXAMINATION '' Permit No#: Date Received TED �gssacwus��,c`� Date issued: EWORTA.NT:Applicant must complete all items on this page LOCATION Print PROPERTY OWNER -71<7- LLC. 100`Ye r Stnic re yes no MAP ��� PARCEL: ONING DIS RI T: Histo'is Distri fi yes no Ma ine Sho Village yes - o TYPE OF IMPROVEMENT P OPOSED USE R sidential I Non- Residential ,KNew Building One family ElAddition ❑Two or morJf mily ❑ IndL strial ❑Alteration o. of units: ❑ Con imercial ❑ Repair, replacement ❑A sessory BI g ❑ Oth rs: ❑ Demolition ❑ Other §c� ltilel ®IFloodp in D�W�etl ntls� `=`a -r ed nct DESCRIPTION_ OF - K TO B _PERFORMED- Identification- Please Type or Print Clearly OWNER: Name: ( Ph/one: k- V-VOUZ Address: %�� 5,: w' Z01 A p 1 Cohtractor Name: Phone: Email: s /. . Address.: 4 P-1 , S U I'- Supervisor's Construction License: Exp. Date: Home-Improvem .nt License: Exp. -Date: ARCHITECT/ENGINEER Phonej' Address: Reg. N FEE SCHEDULE.BULDING P MIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED CO T BASED ON$125.00 PER S.F. Total Project Cost: $ , QItIZ FEE: Check No.: 1q81 Receipt No.: NOTE: Persons contracting with unregistered co ctors do not have access to the guaranty fi d f Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer TanningWassage/Sody Art ❑ swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tack,etc. ❑ Permanent Dempster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e U FORM r PLANNING & DEVELOPMENT Reviewed On ZU Signature '-V *MV COMMENTS CONSERVATION Reviewed on � 1� � � Sign_ COMMENTS HEALTH Reviewed on COMMENTS w 5-elr C 1��Y�<i a � Zoning Board of Appeals:Variance, Petition No:?-d6-001 Zoning Decision/receipt submitted yes Planning Board Decision: 'IV5 Comments Conservation Decision: /13 Comments s Water& Sewer Connection/Signature&Date �N/�l� Driveway Permit ]DPW Town Engineer: Signature: 1 Located 384 Osgood Street ,.:�*-.. •�aerwraa-c��z;. `i- «�°' F -,�;rX s.. :,��"Y" '""-:�i�`S" r ��m- k{�F-- *9vr�yvs"' �,�'.�a..� '� '� ��'y^r--�r - E - RTMENT. -Tern• Dum ster _ FIRED Pip+ �*j'-'�'" '-may, g,�y - i i r+•y yYvc�z` '. r. ( Located at 124 Main St / . tFirelDepartment�ignaturealdate +� �:`f�nz-�,k� ` ,� FY S` ,�k� �`�R yi f �� 1 � j fi t v� y c is"�j, �F4i��� •C�' ,�i+-.�q r4 !: _.<�" f`e y�'r� _,.. .# 4 � -.-.`� -f r^e��-,*A fxt�r-*.. �r Air-' -i. S`� ,,,,,. � •4l ;,� � 4 �s °�E��" _� T: '��. � •f .� ; Dimension Number of Stories: 2- Totalsquare feet of floor area, based on Exterior dimensions. Z� Total land area, sq. ft.: ELEGTRIGAL: Movement-of Meter location, trust or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes ado MGL Chapter 166 Section 21A—F and G min.$10041000 fine NOTES and DATA,-- For department use "Lre'oq �,a noly ® Notified for pickup Call Email Date Time Contact Name Doc.Suffding Permit Revised 2014 CERTIFICATION PLAN � OFMgSS 1661 GREAT POND ROAD ,j\andover �`oPETERNORTH ANDOVER, MASS. GOODWIN c" Prepared for in c Nox,33 0 TK Z, LLC o�Fss/9N LSLMAO 3' 1 East River Place SCALE: 1"=40' DATE: 6-13-16 Methuen, Mass. ^ o 6.3 �4 yF I HEREBY CERTIFY THAT THE LOCATION OF THE STRUCTURE SHOWN ON THIS PLAN WAS DETERMINED BY A FIELD "^ SURVEY, CONFORMS TO THE SETBACK REQUIREMENTS OF THE NORTH ANDOVER ZONING BYLAW AND IS NOT LOCATED IN A FLOOD HAZARD AREA. O ✓ ^ 3 REG. PROF. LAND SURVEYOR 00 \ TOP FND. 140.97' ,yam• \ � ^ i \ 4 R/cm, �oHw °F W4), �. LOT B �� . _ � \ S46 5g"E 042,720 S.F. R_1030.01' �o RpA� a= �06.3° pND G�� P P: \1 2\1 2—32\dwg\CERT.dwg 6/17/2016 Date: June 17, 2016 20614 This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/20614 CT1 T U or . TOWN OF NORTH ANDOVER s PERMIT FOR WIRING This certifies that Michael F Macdonald has permission to perform temp service wiring in the buildings of TKZ LLC at 1661 GREAT POND , North Andover, Mass. Lic. No. 27805 1/1