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Building Permit #658-14 - 14 COTUIT STREET 4/1/2014
t NORT11 q BUILDING PERMIT f TOWN OF NORTH ANDOVER - o APPLICATION FOR PLAN EXAMIN T o n eb Permit N0: ( Date Received ( °q ; �> Areo Date Issued: � �9SSACNUS MPOR ANT:Applicant must complete all items on this page LOCATION ' Print PROPERTY OWNER Print MAP NO: PARCEL ZONING DISTRICT: Historic District yes no Machine ShopVillage es no 9 Y TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building 'One family `Addition ❑Two or more family ❑ Industrial -WAlteration No. of units: ❑Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: C1 Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District Water/Sewer 1�@ +dtt E Xiti1�.Y�c� \ '� l�+ tf!��►�C��n� ��'�`l �� ��� '\ ! 1, j�1 Li, ,1�LV� nom- Y Identification Please Type or Print Clearly) LI�CA,1 ,� iS v� OWNER: Name: Phone: I � Address: CONTRACTOR Name: , ��(,t ` Phone: I Address: r CYc,�,,r Cl �vt:r�t,�; il! 0 6 S �1 Supervisor's Construction License: c> Exp. Date: r �, f Home Improvement License: --� �j`b`� Exp. Date: I �_ I . I ARCHITECT/ENGINEER f Phone: Address: Reg. No. FEE SCHEDULE.,BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATEDCQ�T ,Q ON$125. PER S.F. li `J L JLJ Total Protect Cost: $ d QQ FEE: $ Check No.: L QA i it Receipt No.. NOTE: Persons contrlilnh wi u r istered contractors do not have ac�to th g a ty fund ,Signature of Agent/Owner , „ Signature of contractor TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION { Permit NO: Date Received Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION _ Print. _ PROPERTY OWNER - Print 100 Year Old Structure yes no MAP NO: PARCEL: _. ZONING DISTRICT: Historic District yes no I Machine Shop Village yes no, 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 ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well 0 Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: I 1 i { Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR Name: Phone: Address: Supervisors Construction License: Exp. Date: Home Improvement License: Exp. Date:- ARCH ITECT/ENGI NEER ate:ARCHITECT/ENGINEER Phone: Address: Reg. No. II 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 contractors do not have access to the guaranty fund Si nature_of A ent/Owner° Si ';nature of contractor Plans Submitted �.� Plans Waived ❑ �rtitied Plot Plan ❑ Stamped Plans ❑ Location � .� No. IL a k. Date 2CD • - TOWN OF NORTH ANDOVER • Certificate of Occupancy Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# GV } Building Inspector Submitted❑ PlansWaived-❑ :_Certified Plot Plan ElStamped Plans El : TY?E OF;SEWERAGE DiSPDSAL I Public Sewer ❑ Tanning/MassageBodyArt ❑ Swimming Pools ❑ Well ❑ Tobacco.Sales ToodPackaging/Sales ❑ Private{septic tank,etc._ ❑ -. : Permanent Di' ster on-Site El THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM - -.:.--DATE REJECTED: . DATE:APPROVED PLANNING & DEVELOPMENTS ❑ ❑ COMMENTS CONSERVATION Reviewed on 1 q Signature i 11 COMMENTS L-A HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection lSignature Date Driveway Permit DPW Tow;! Engineer: Signature: Located 384 Osgood Street FIRE Dt ' AT -.Temp Dumpster on site .yes - no Located at,124iMa Fire Departmetiit signature/date " `''4 , `'f"`,'� , `'r '� ,Y. " y' {, . ,, A COMMENTS -.-,Dimension- Number of Stories: Total square feet of floor area, based on Exterior dimensions. .Total land area; sq. ft.: :ELECTRICAL: Movement of Meter location, rriast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: . -Yes No MGL-.Chapter166.Section 21A-F and G min.$100-$1000.fine NOTES and DATA— (For department use -4 zt� NIJ ® Notified for pickup - Date EE g E F Doc.Building Permit Revised 2010 Building Department -The foi'*)wing is'-a-li'st of,the required forms to be filled out-for the appropriate:permit tob.e obtained. Roofing, Siding, Interior Rehabilitation Permits u Building Permit Application o Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L.=Licenses u Copy of Contract u Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster.permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application o Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses u Copy Of Contract Li Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) u Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineeredineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application u Certified Proposed Plot Plan Li Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit Sprinkler Plan And a Two Sets of Building Plans (One To Be Returned) to Include S p Hydraulic Calculations (If Applicable) u Copy of Contract u Mass check Energy Compliance Report u Engineering Affidavits for Engineered products !VOTE: All p prequire dumpster permits sign off from Fire Department prior to issuance of Bldg Permit In all casos if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apwr al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submAted with the building application Doc: Doc.Buil,ding Permit Revised 2012 Enter construction cost for fee cal - North Andover Fee Cakulatlon Construction Cost $ 1105000.00 m $ - $ 1,320.00 Plumbing Fee $ 165.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 165.00 Total fees collected $ 1,750.00 14 Cotuit Street 658-14 on 4/1/2014 14x18 addition i 6elina5 Structural �ngineerinq LLC Phone 978.465.6436 Daniel L. Gelinas,P.E. Fax 978.465.5160 579A North End Blvd. Salisbury,MA 01952-1738 email danl elinas com g @ cast.net March 25, 2014 Ryan Norman . 63 P 1 eas ee Crossing Road Newton,NH 03858 SUBJECT: Addition, 14 Cotuit St N.Andover MA Dear Mr. Ryan: Per your request Gelinas Structural Engineering LLC (GSE)has reviewed your proposed addition plans; structurally we have the following comments: 1. Ridge Beam is not required, cathedral rafters can span side to side per attached calculation Page A. 2. The 12 foot header beam calculations are enclosed,two ply and three ply options. GSE believes with this structural information you should be able to receive your building permit. Please call with any questions. Very Truly Yours, tH of 4� QRNIEL L. s; O GELINIAS f Hca STRUCTURAL ter: No 33994 h Job 140-40 Mar 25, 2014 Daniel L. Gelinas,P.E Letter 14 Cotuit ST job 14040.doc i ®BoiseCaseade Double 1-3I4" x 14" VERSA-LAM@ 2.0 3100 SP Floor Beamlheader two ply BC CALL®Design Report-US Dry I 1 span I No cantilevers 10/12 slope Tuesday, March 25,2014 Build 2627 File Name: BC 14040.bcc Job Name: Description: Designslheader two ply Address: 14 Cotuit St. Specifier: Dan L. Gelinas PE;Gelinas Structural Engineering LLC City, State,Zip:North Andover, MA Designer. 679A North End Blvd,Salisbury MA 01952 Customer: _ Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: 4 3 ! t 2 BO 12-06-00 61 Total Horizontal Product Length=12-06-00 Reaction Summary(Down 1 Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 2,812/0 2,37010 4,063/0 B1,3-1/2" 2,81210 2,37010 4,063/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 snow Unf.Area(Ib/ft^2) L 00-00-00 12-06-00 10 50 13-00-00 2 attic Unf.Area(Ib/ft^2) L 00-00-00 12-06-00 20 10 06-06-00 3 wall Unf.Area(Ib/ft"2) L 00-00-00 12-06-00 0 10 09-00-00 4 2nd Floor Unf.Area(Ib/ft^2) L 00-00-00 12-06-00 40 10 08-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos.Moment 21,826 ft-lbs 65.4% 115% 3 06-03-00 be verified by anyone who would rely on End Shear 5,770 lbs 53.9% 115% 3 01-05-08 output as evidence of suitability for Total Load Defl. 0406(0.356") 59.1% n/a 3 06-03-00 particular application.Output here based ° ° on building code-accepted design Live Load Defl. U593(0.244) 60.7% n/a 6 06-03-00 properties and analysis methods. Max Defl. 0.356" 35.6% n/a 3 06-03-00 Installation of BOISE engineered wood Span/Depth 10.3 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x WI Value Support Member Matena4 /° , � ('0)232-0788 before installation.lnlnBC BO Post 3-1/2"x 3-1/2" 7,526 lbs n/a 81.9% Ua w�fFre�i"tit4, �;`r�,BC FRAMER@,AJSTM' 81 Post 3-1/2"x 3-1/2" 7,526 lbs n/a 81.9% ''%mo cified 1306=� ' '�T®,BC RIM BOARD- BCI@, Notes2 �:UL.AMI- SIMPLE FRAMING DANIEL L.SYS'Eis%;` VERSA-LAM@,VERSA-RIM _ELINASPLU9�;i�'^RSA-RIM®, Design meets Code minimum(U240)Total load deflection criteria. v STRUCTURP,/EE=RSY4•p�'y,RANDO,VERSA-STUD@ are Design meets Code minimum(U360)Live load deflection criteria. No,3,39g4trade7tarkd,of Boise Cascade Wood Design meets arbitrary(1")Maximum total load deflection criteria. ProductsP`L.C. Calculations assume Member is Fully Braced. - O Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Job`14040 Mar 25, 2014 Page 1 of 2 ! [1►)Bolsecascade Double 1-3/4" x 14" VERSA-LAM@ 2.0 3100 SP Floor Beamlheader two ply ��TT// Dry j 1 span J No cantilevers 10/12 slope Tuesday, Manch 25,2014 BC CALC®Design Report-US Build 2627 File Name: BC 14040.bcc Job Name: Description: Designslheader two ply Address: 14 Cotuit St. Specifier: Dan L. Gelinas PE;Gelinas Structural Engineering LLC City, State,Zip:North Andover,MA Designer: 579A North End Blvd, Salisbury MA 01952 Customer: Company. phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: Connection Diagram b - d a c e a minimum= 1-1/2"c= 11" b minimum=4" d=24" e minimum=1" Calculated Side Load=200.0 lb/ft Install Screws with screw heads in the loaded ply. Connectors are:SDS 1/4 x 3-1/2 C p� yG DAN EL L. ip o �U STRUCTJRAL m No :�;90-4 :T Job I.404O Mar 25, 2O14 Page 2 of 2 1 0BolseCascade Triple 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Floor Beamlheader three ply �/ Dry 1 span No cantilevers 10/12 slope Tuesday, March 25,2014 BC CALC®Design Report-US Build 2627 r� � ;L, 't �, File Name: BC 14040.bcc Job Name: Description:Description:Designslheader three ply Address: 14 Cotuit St. _ '`r.�Cj Specifier. Dan L.Gelinas PE;Gelinas Structural Engineering LLC City, State,Zip:North Andover, MA Aa DAN'EL L. Jio Designer: 579A North End Blvd,Salisbury MA 01952 Customer: _ 0 GELINAS } Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 v STRUCTURAL 0'_- Misc: l �4j IF IF IF IF IF IF IF 423 I BO 12-06-00 B1 Total Horizontal Product Length=12-06-00 Reaction Summary(Down!Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 2,812/0 2,394/0 4,063/0 81,3-1/2' 2,812/0 2,394/0 4,063/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 snow Unf.Area(lb/ft^2) L 00-00-00 12-06-00 10 50 13-00-00 2 attic Unf.Area(Ib/ft^2) L 00-00-00 12-06-00 20 10 06-06-00 3 wall Unf.Area(lb/ft^2) L 00-00-00 12-06-00 0 10 09-00-00 4 2nd Floor Unf.Area(Ib/ft^2) L 00-00-00 12-06-00 40 10 08-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 21,896 ft-lbs; 59.7% 115% 3 06-03-00 be verified by anyone who would rely on End Shear 6,003 lbs 44.1% 115% 3 01-03-06 output as evidence of suitability for Total Load Defl. U370(0.39") 64.8% n/a 3 06-03-00 particular application.Output here based Live Load Defl. U542(0.266") 66.4% n/a 6 06-03-00 on building code-accepted design properties and analysis methods. Max Defl. 0.39" 39% n/a 3 06-03-00- Installation of BOISE engineered wood Span/Depth 12.2 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before instalfation.lnlnBC BO Post 3-1/2"x 5-1/4" 7,550 lbs n/a 54.8% Unspecified CALC@,BC FRAMER@,AJS-, 131 Post 3-1/2"x 5-1/4" 7,550 Itis n/a 54.8% Unspecified . ALLJOISTO,BC RIM BOARDTA° BCI®, BOISE GLULAMTM-,SIMPLE FRAMING Notes SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM®, Design meets Code minimum(0240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD®are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. r9' Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. 3 Sir , j'6'B Rl.L pF11kFN F.OLH Fastener Manufacturer: Simpson Strong-Tie, Inc. awws�T+rune."o.quo wT" I4' 1.. D45TINCa TAW_N311 eFAM IOf M A4 AtH P6TNL BY OM1IFR$ Page 1 of 2 rte• � 0� I Al.{ ate.. (VolseCucade Triple 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Floor Beamlheader three ply LTJ Dry 1 1 span I No cantilevers 10/12 slope Tuesday, March 25,2014 BC CALL®Design Report-US Build 2627 File Name: BC 14040.bcc Job Name: Description:Designslheader three ply Address: 14 Cotuit St. Specifier: Dan L.Gelinas PE;Gelinas Structural Engineering LLC City,State,Zip:North Andover,MA Designer: 579A North End Blvd, Salisbury MA 01952 Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: Connection Diagram r►I b - d a — C li a minimum=1-1/2"c=.8-7/8" b minimum=6" d=24" j e minimum= 1" Calculated Side Load=200.0 Ib/ft Install Screws with screw heads in the loaded ply. Connectors are:SDW22500 4? tiG DANIEL L. s� O GELINAS 1c� STRUCTURAL m No.33994 Job 1404O Mar 25, 2014 i Page 2 of 2 By: Dan LG Date: 3-25-14 Job No 14040, Cotuit SO Andover MA Labels/Beams...> rafters 10—'S@16" see other file Beam calc Cath Rafters see other file Beam calc Reac. LOADS: psf o.c. ft L ft # roof live 50 1.33 9.00 599 roof dead 12 1.33 9.00 144 1 stCeiling/Attic Live Load 0 1.33 5.00 0 above DL 10 1.33 5.00 67 beam slf.W t. total Reaction R gpg R live load 606 # <say 30/40"` Labels/Beams...> rafters 10_'s @16" R= Rd+l= E_i� 809 Cantilever=Dim."A"= 3.33 ft M = 2,693 Comment (n/a, ) ... > T @ Fb= psi 1,271 w/1.15 si @ E= psi 1 1,400,000 Req'd ... Clow. b= [or steel beam sIzE in1.500 R��G" ! d= in 9.250 �",� 6 �z b '"' Self Weight @ 40 pcf Wft 3.9 Sx=bd^2/6[lumber only] in 21.4 .aa Ix= in' 98.9 gra+ fb= psi 1,511 u Interaction ration .. %... 1.189 "below u M allow=FbSx/12[(12/d)^1/9 for LVL's only] ... ,� e ftp# 2,265 I I 12- M reduced=R*Cant-w*Cant^2/2 ft-# 2,236 Interaction ration .. %... 0.987 OK reduction value=w*Cant"2/2 (ft-#) -457 OPP Shear/columns plus R from above= # 809 Fv*2 (no splits/checks) psi 150 R allow=Fvbd2/3 wood # 1,388 %of Fv, i.e.,fv/Fv=R/R allow 0.58 OK fv=[3R/2bd] = psi 87 Bearing at Fp=[wood 425, LVL-7501 425 b in 1.50 Length via bearing wall, et in 2.50 Allowable Reaction # 1,594 OK Comments: bedroom rafters 10 0* see other file Beam talc Catt Fp2� c�G DANIEL L. 0 GELMAS v STRUCTURAL ini No.33994 Job 14040 Mar 25. 2014 �... ,_..._ n eA Ila q r � \a�l:� In �Y _iii cs;_= - �� F � i _ .. r J i 47 a hyo'1 n�� V � North Andover MIMAP March 19, 2014 AIL k � � I <a y 0 7 v �V n _ F t, 'a� l • P u a • a� a z - k s ' ,.�i". .'@.5'✓< baa wg ^x ipf 'yy � Y t , Interstates —I SR - - - Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83, Roads .. Meters Data Sources:The data for this map was produced by Merrimack Ci Easements f 110RTh q Valley Planning Commission(MVPC)using data provided by the Town of C Lip North Andover.Additional data provided by the Executive Office of MVPC Boundary0. Environmental Affairs/MassGlS.The information depicted on this map is [)Parcels 3' for planning purposes only.It may not be adequate for legal boundary F –• '– definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING ♦ • THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY ^ 4 OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF THIS INFORMATION $ACMUSt 1r=24ft ° Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supemisor License:CS-087851 NIICHAEL R N0W3W-- l dal 63 PEASLEE CROSSING RD,r, s ' NEWTON NH 03858 I .� t J. JJJSGgc+ 'i i,w Expiration Commissioner 0912312015 l r Vlle CL'Q7J777ZQ)tllJCfll1JlQ��C-j/!'LfIJJCCC/t6lJC Office of Consumer Affairs&Busidess Regulation — ME,, E IMPROVEMENT CONTRACTOR egistration: 174384 Type: xpiration: 2/4/2015 DBA M.R.NORMAN BUILDERS ` MICHAEL NORMAN 63 PEASLEE CROSSING RD NEWTON,NH 03858 Undersecretary a I i FIXED CONTRACT AMOUNT Tins AGREEMENT,Made as of September 27" in the Year of 2013 Between the Owner: Lisa Bailyn 14 Cotuit Street N.Andover,MA 01845 And the Contractor: M.R.Norman LLC M.Ryan Norman Norman Builders Norman Properties&Development CS 87851 I RIC 160921 63 Peaslee Crossing Road Newton,NH 03858 603-974-2874 For the Project: Home Remodeling&Addition 14 Cotuit Street N.Andover,MA 01845 ARTICLE 1. CONTRACT DocumENTs 1.1 The contract documents consist of this agreement,general conditions,construction documents, specifications,allowances,finish schedules,construction draw schedule,information disclosure statement,all addenda issued prior to execution of this agreement and all change orders or modifications issued and agreed to by both parties. All documents noted herein shall be provided to the Contractor by the Owner. These contract documents represent the entire agreement of both parties and supersede any prior oral or written agreement. ARTICLE 2. SCOPE OF WORK 2.1 The Contractor agrees to purchase and construct the above mentioned structure and fixtures attached thereto in North Andover according to the home addition specifications,allowances,all addenda, change orders,modifications and specifications set forth in the specification booklet. ARTICLE 3. TmE OF COMPLETION 3.1 The approximate commencement date of the project shall be March 4"',2014.The approximate completion date of the project shall be July 1111,2013;however any change orders,material delays,or heavy rain/snow might delay or otherwise affect the completion date. ARTICLE 4. THE CONTRACT PRICE 4.1 The purchase price of the project shall be set at the sum of one hundred thirty four thousand one hundred sixty dollars,($134,160.00),for bathroom remodeling on property at 14 Cotuit Street to be started in March and completed in July,as agreed upon in this entire contract with specifications,subject to additions and deductions pursuant to authorized change orders and allowances. 4.2 The Owner and the Contractor acknowledge that the Owner has paid a sum of five thousand dollars,($5,000.00)as part of signing this contract. ARTICLE 5. PROGRESS PAYwNTs 5.1 The Owner will make payments to the contractor pursuant to the attached construction draw schedule as work required by said schedule is satisfactorily completed. Owner shall make draw payments to contractor within 3 days after request by contractor. Should the owner fail to make payment, contractor may charge a penalty of 18%annually upon the unpaid amount until paid. 5.2 If payment is not received by the Contractor within 5 days after delivery of payment demand for work satisfactorily completed,leted,contractor shall have the right to stop work or terminate the contract at his option. Termination by Contractor under the provisions of this paragraph shall not relieve the Owner of the obligations of payments to Contractor for that part of the work performed prior to such termination. Termination by Owner under the provisions of this paragraph shall not relieve the Owner of the obligations of payments to Contractor for that part of the work performed prior to such termination. 5.3 Payment Schedule and Amounts 1. Signing of Contract: $5,000 2. Project start date: $15,000 3. Foundation Inspected&Backfilled: $10,000 4. Addition Frame&Roof Complete: $10,000 5. Addition Windows&Siding Complete: $10,000 6. Addition,Kitchen,and Bath Rough Ins Complete: $15,000 7. Addition Insulation&Drywall Complete: $15,000 8. Miscellaneous&Additional Work Started: $10,000 9. Miscellaneous&Additional Work Complete: $8,700 10. Kitchen Cabinets Installed: $20,000 11.Addition,Kitchen&Bathroom Flooring Installed: $10,000 12.Project Complete: $5,460 ARTICLE 6. Du Es of THE CONTRACTOR 6.1 All work shall be in accordance to the provisions of the plans and specifications. All systems shall be in good working order. 6.2 All work shall be completed in a workman like manner,and shall comply with all applicable national,state and local building codes and laws. 6.3 All work shall be performed by licensed individuals to perform their said work,as outlined by law. 6.4 Contractor shall obtain all permits necessary for the work to be completed. 6.5 Contractor shall remove all construction debris and leave the project in a broom clean condition. 6.6 Upon satisfactory payment being made for any portion of the work performed,Contractor shall 1 release from an claim or mechanics' lien for that portion of the work for furnish a full and unconditiona eas Y which payment has been made. ARTICLE 7. OWNER 7.1 The Owner shall communicate with subcontractors only through the Contractor. 7.2 The Owner will not assume any liability or responsibility,nor have control over or charge of construction means,methods,techniques,sequences,procedures,or for safety precautions and programs in connection with the project,since these are solely the Contractor's responsibility. 73 All persons working on this,i.e.sub-contractors,foremen or laborers will be notified that no payments will be made by owners of property to them,that only Norman Properties&Development is responsible for payments to them. All contractors shall be insured to the minimums provided as described by Norman Properties and not the responsibility of the owner. ARTICLE 8. CHANGE ORDERS AND FpaM SCHEDULES 8.1 A Change Order is any change to the original plans and/or specifications. All change orders need to be agreed upon in writing,including cost,additional time considerations,approximate dates when the work will begin and be completed,a legal description of the location where the work will be done and signed by both parties. 50%ofthe cost of each change order will be paid prior to the change,with the final 50%paid upon completion of the change order. A 0%fee shall be added to all change orders and overages in excess of initial allowances. Additional time needed to complete change orders shall be taken into consideration in the project completion date. 8.2 Any delays or changes in finish selection schedules will delay the projected completion date. ARTICLE 9. INSURANCE I 9.1 The Owner will purchase and maintain property insurance to the full and insurable value of the project,in case of a fire,vandalism,malicious mischief or other instances that may occur. 9.2 All Workers will be covered by Workman's Compensation and Liability insurance coverage as needed and required by law. ARTICLE 10. GENERAL PROVISIONS 10.1 If conditions are encountered at the construction site which are subsurface or otherwise concealed physical conditions or unknown physical conditions of an unusual nature,which differ naturally from those ordinarily found to exist and generally recognized as inherent in construction activities,the Owner will promptly investigate such conditions and, if they differ materially and cause an increase or decrease in the Contractor's cost of,and/or time required for,performance of any part of the work,will negotiate with the Contractor an equitable adjustment in the contract sum,contract time or both. ARTICLE 11. KvARDous MATERIALS,WASTE AND ASBESTOS 11.1 Both parties agree that dealing with hazardous materials,waste or asbestos requires specialized training,processes,precautions and licenses.Therefore,unless the scope of this agreement includes the specific handling,disturbance,removal or transportation of hazardous materials,waste or asbestos,upon discovery of such hazardous materials the Contractor shall notify the Owner immediately and allow the Owner/Contractor to contract with a properly licensed and qualified hazardous material contractor.Any such work shall be treated as a Change Order resulting in additional costs and time considerations. ARTICLE 12. ARBITRATION OF DISPUTES 12.1 Any controversy or claim arising out of or relating to this contract,or the breach thereof,shall be settled by arbitration administered by the American Arbitration Association under its Construction Industry Arbitration Rules,and judgment on the award rendered by the arbitrator(s)may be entered in any I� court having jurisdiction thereof. ARTICLE 13. WARRANTY 13.1 At the completion of this project,Contractor shall execute an instrument to Owner warranting the project for I ,year against defects in workmanship or materials utilized. The manufacturer's warranty will prevail.No legal action of any kind relating to the project,project performance or this contract shall be initiated by either party against the other party after 1 year beyond the completion of the project. ARTICLE 14. TERMINATION OF THE CONTRACT II 14.1 Should the Owner or Contractor fail to this contract,with all of its provisions,the �I following options and stipulations shall apply: 14.1.1 If the Owner or the Contractor shall default on the contract,the non-defaulting party may declare the contract is in default and proceed against the defaulting party for the recovery of all damages incurred as a result of said breach of contract,including a reasonable attorney's fee. In the case of a defaulting Owner,the Earnest money herein mentioned shall be applied to the legally ascertained damages. 14.1.2 In the event of a default by the Owner or Contractor,the non-defaulting party may state his intention to comply with the contract and proceed for specific performance. I 14.13 In the case of a defaulting Owner,the Contractor may accept,at his option the earnest money as shown herein as liquidated damages,should earnest money not cover the expenses to date,the Contractor may make claim to the Owner for all work executed and for proven loss with respect to equipment,materials,tools,construction equipment and machinery, including reasonable overhead,profit and damages applicable to the property less the earnest money. ARTICLE 15. ATTORNEY FEES 15.1 In the event of any arbitration or litigation relating to the project,project performance or this contract,the prevailing party shall be entitled to reasonable attorney fees,costs and expenses. ARTICLE 16. ACCEPTANCE AND OCCUPANCY 16.1 Upon completion,the project shall be inspected by the Owner and the Contractor,and any repairs Po P P J P necessary to comply with the contract documents shall be made by the Contractor. 16.2 Building inspector of North Andover,MA must issue occupancy permit prior to final payment by owners to Norman Builders,for completed work at 14 Cotuit Street. I j ARTICLE 17. CONTRACT LANGUAGE REQumED BY THE COMMONWEALTH OF MAssACHQsETTs 17.1 All home improvement contractors and subcontractors shall be registered and that any inquiries about a contractor relating to a registration should be directed to: Office of Consumer Affairs and Business Regulation Ten Park Plaza,Suite 5170 Boston,MA 02116 Phone:(617)973-8700 + 4 17.2 DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES 17.3 PERwr NOTICE 1. ANY AND ALL NECESSARY CONSTRUCTION RELATED PERMITS SHALL BE THE OBLIGATION OF THE CONTRACTOR TO OBTAIN SUCH PERMITS 2. IF ANY ADDITIONAL APPROVALS OR PERMITS ARE REQUIRED OTHER THAN THE BUILDING PERMIT TO START CONSTRUCTION,THERE WILL BE ADDITIONAL DELAYS AND FEES INCURRED THAT WILL BE THE RESPONSIBRHY OF THE HOME OWNER 3. OWNERS wHo SECURE THEIR OWN CONSTRUCTION RELATED PERMTTS OR DEAL WITH UNREGISTERED - CONTRACTORS SHALL BE EXCLUDED ACCESS TO THE GUARANTEE FUND 17.4 The contractor and the homeowner herby mutually agree in advance that in the event that the contractor has a dispute concerning this contract,the contractor may submit such dispute to a private arbitration service which has been approved by the Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided in MGL c 142A. Witness 4Wness Contractor ig qm——re Owner Signature Owner Signature Owner Signature i 9 �y REScheck Software Version 4.4.3 'y. Compliance Certificate Project Title: ADDITION Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Single Family Glazing Area Percentage: 29% Heating Degree Days: 6322 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 14 COTUIT ST NORMAN PROPERTIES NORTH ANDOVER,MA Compliance:Passes usi • t1rad6-off Compliance:8.7%Better Than Code Maximum UA:69 Your UA:63 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • Wall 1:Wood Frame,16"o.c. 372 21.0 0.0 15 Window 1:Wood Frame:Double Pane with Low-E 87 0.290 25 Door 1:Glass 22 0.320 7 Ceiling 1:Flat Ceiling or Scissor Truss 280 38.0 0.0 8 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 252 30.0 0.0 8 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been es', d to meet the 2009 IECC requirements in REScheck Vers4.3 and to comply With the mandatory requirements li d n check Inspection Checklist. L Name-Title Signa re, Date Project Title:ADDITION Report date: 03/14/14 Data filename:C:\Users\Steve\Documents\REScheck\HUGHES\NORMAN NA.rck Page 1 of 4 F ' REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Single Family Glazing Area Percentage: 29% Heating Degree Days: 6322 Climate Zone: 5 Ceilings:. ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.320 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. Project Title: ADDITION Report date: 03/14/14 Data filename:C:\Users\Steve\Documents\REScheck\HUGHES\NORMAN NA.rck Page 2 of 4 1 (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: F1 Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: L1 Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). LI Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 20.2 cfm(8 ofm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 30.2 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 15.1 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 10.1 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Where the primary heating system is a forced air-fumaoe,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. I] Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Project Title:ADDITION Report date: 03/14/14 Data filename:C:\Users\Steve\Documents\REScheck\HUGHES\NORMAN NA.rck Page 3 of 4 Y � 1 Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. F1 Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. F-1 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ci Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: Ll A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:ADDITION Report date: 03/14/14 Data filename: C:\Users\Steve\Documents\REScheck\HUGHES\NORMAN NA.rck Page 4 of 4 N 2009 iECC Energy Efficiency Certificate . . 11 1, RwValue",Ul Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): D.. Window 0.29 0.28 Door 0.32 0.28 Heating System: Cooling System: Water Heater: Name: Date: Comments: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations x I �-'..gid 600 Washington Street ' �•-tT^_' Boston,AIA 02111 Yw� www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Le ibl Name(BusinesslOrganization/Individual): L L( Address: G'S Re o,0 e C (,mss!its e 4 Ci /State/Zi e °J ��5� #: Q 7� 3 "7 J tY P Phone t Are you an employer?Check the appropriate bog: Type of project(required): l.g I am a employer with 4. E] I am a general contractor and i employees(full and/or part-time).* have hired the sub-contractors 6. E]New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 'KRemodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance.! required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs of additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL P i2.❑Roof repairs insurance required.]3 c. 152,51(4),and we have no � employees. o workers' 13.❑Other comp.insurance required.] *Any applicant that checks box f=1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box roust attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees;they must provide their workers'comp.policy number_ I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: i ,�y 1 ` A /� j Policy#or Self-ins.Lie.#: °..— " )o ����C ' "� -o Q Expiration Date: Job Site Address: 4 1 l_Q City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine t v 6 " of u p o$250.00 a da; against the-,riolator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do Hereby certify tinder in a e aloes of perjury that the information provided above is trite and correct. Si a ure: 11 -7 Date: Phone##: "[ ��' r� 3 3 t Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: '4C40R& CERTIFICATE OF LIABILITY INSURANCE i2 "4ii iol 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 Kathleen Miller CISR CPIW NAME: INSURANCE SOLUTIONS CORPORATION PHONE (603)382-4600 FAX (603)382-2034 /UC No 60 Westville Rd E-MAIL ADDRESS:kmiller@isc-insurance.com INSURERS AFFORDING COVERAGE NAIC# Plaistow NH 03865 INSURER ANorthfield Insurance Company INSURED INSURER B: M R Norman LLC dba M R Norman Builders INSURER C: 63 Peaslee Crossing Road INSURER D: INSURER E: Newton NH 03858 INSURER F: COVERAGES CERTIFICATE NUMBERCL1361111423 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. INSR A BR POLICY EFF POLICY EXP RTYPE OF INSURANCE LIMBS POLICY NUMBER MMIDD MMIDDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 A CLAIMS-MADE ExI OCCUR US175148 /20/2013 /20/2014 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 JECT —1 X I POLICY M PRO- F LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN ER ANY PROPRIETOR/PARTNER/EXECUTIVE NIA *See Below E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) *The insured has purchased Workers' Compensation coverage through the MA Worker's Compensation Assigned Risk Pool. We have requested the servicing carrier issue a Certificate of Insurance on your behalf. Agents are not permitted to issue Certificates of Insurance for Workers' Compensation coverage on policies issued through the MA Worker's Compensation Assigned Risk Pool. CERTIFICATE HOLDER CANCELLATION (978)688-9542 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. 1600 Osgood St No Andover, MA 01845-1045 AUTHORIZED REPRESENTATIVE Keith Maglia/KRM — ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 oninnsi m Tho Arnpiri n2ma 2nrl Inn^2ro omnia*arari marls of ArnRr1 r r Y' nc�a CERTIFICATE OF LIABILITY INSURANCE 57311712014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DO ES N OT AF FIRMATIVELY 0 R N EGATIVELY AM END, E XTEND O R ALTER T HE C OVERAGE AF FORDED B Y T HE P OLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING I NSURER(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 Insurance Solutions Corp NAME: Berkley Assigned Risk Services 60 Westville RD AIC .No.Ext): 800 634-4589ONE (ac.No.): 866 215-8118 ADDRESS: POII Services berkle 'sk.com Plaistow,NH 03865-2941 INSURERS AFFORDING COVERAGE NAIC# INSURER A: INSURED M R Norman LLC INSURER B: dba:M R Norman Builders INSURER C: 63 Peaslee Crossinq Road INSURER D: INSURER E: Newton NH 03858 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. INSINSR TYPE OF INSURANCE AUUL1SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSR WVD MM/DDIYYYY MMIDD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE (RENTED $ PREMISESS Ea occurrence) ❑ CLAIMS-MADE ❑ OCCUR ❑ ❑ MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS—COMP/OP AGG $ PRO- POLICY ❑JECT ❑ LOC $ AUTOMOBILE LIABILITY ❑ ❑ COMBINED SINGLE LIMIT Ea accident $ ANY AUTO $ BODILY INJURY Per person) ALL OWNED E]SCHEDULED AUTOS $ AUTOS BODILY INJURY Per accident HIRED AUTOS ❑NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident ❑ $ UMBRELLA LIAB ❑OCCUR ❑ ❑ EACH OCCURRENCE $ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ DED ❑ RETENTION$ $ WORKERS COMPENSATIONX WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE Fy] E.L EACH ACCIDENT $ 100000.00 A OFFICE/MEMBER EXCLUDED? N/A ❑ WC-20-20-004689-00 4/20/2013 4/20/2014 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100000.00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000.00 ❑ ❑ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Election Category Election Status Name All Entities/Insureds: Officer Exclude M Ryan Norman M R Norman LLC CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Town of No Andover EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1600 Osgood St ACCORDANCE WITH THE POLICY PROVISIONS. No Andover MA 01845-1048 AUTHORIZED REPRESENTATIVE Assessor's Map 24 Assessor's Map 24 Assessor's Map 24 Lot 36 Lot 77 Lot 78 100.00' L 0 T 71 & 72 cv 4,750 S F f 32.3' PROPOSED ADDITION 18' (existing footprint) ct- 0 20.6' 0 L0 © Assessor's Assessor's Map 24 1 1 /2 1Story O ALot 1or's Ma p 24 Lot 3 Vinyl 0) i Dwelling 18.1 ' LO 0 100.00' c6 rUIT STREET VIP, r . DAVID PH."LEP i TER N!ZONJ s ��.si372a PLOT PLAN OF LAN. NORTH AND 0 VER PREPARED FOR: LISA BAILYN 14 COTUIT STREET SCALE:1"=20' DATE. FEBRUARY 25, 2014 Zoning District: R4 DAVID P. TERENZONI, P.L.S. Deed Reference: Book 2954, Page 342 Assessor's Map 24, Lot 2 4 ALLEN ROAD, PEABODY, MA. 01960 Existing Lot Coverage = 389 f Proposed Lot Coverage = 38% f P14-008 — 1Q -- 15"---f .A °° o" ------------- S&L"J� BS SB I W1533i ER332 4 N B618" 630 24.DISHW S836S7 BRD ---------------------------- ------ ------------_-- W 4 tJt a m N Z N ----- ------ L7 M U a 37,^' 4 4 3DB24 1 3Tt�"4-,/ m 1 00 _& CO N '�� _ ----BP�34.SCRSGR-_ Zi v �i w T T Pte'? M N t� a 30" ~—�- 151" 20"- 161" —36* 36" 1 109" 6"-24" ( 151" 181" All dimensions-size designations Designer This is an original design and must Designed: 10/19/2013 given are subject to verification on Rachelle Ryan not be released or copied unless Printed: 2/17/2014 job site and adjustment to fit job applicable fee has been paid or job conditions. order placed. Bailyn.kit Floorplan Drawing#: 1 ENo Scale. Pictometry Online Page 1 of 1 MR 11 :, A a f, 14 Cotu it Print Date: 03/19/2014 Image Date:04/03/2012 Level:Neighborhood http://pol.pictometry.com/en-us/app/print-php?title=l 4%20Cotuit&date_fint=m/d/Y&-,year=2012&month=04&a... 3/19/2014 NORTH Town of sAndover O 0 zy R� 2J-Pj 201qo ver, Mass, A- coc NIc"aw 7,9 A�R�TED r`PP�,�S S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT . I .�.,,, ,. ..... BUILDING INSPECTOR ................. ...... ......... ...... ....... ....................................... ...SrRew Foundation has permission to erect .......................... buildings on ... .. ..... ................... rr t Rough to be occupied as .!.. . t.�... . k6#- m���. kft....*4.ttftul�� Chimney provided that the person accepting this permit shall In every respect 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 INH ELECTRICAL INSPECTOR T O UNLESS CONSTRUCN R Rough Service ......................... ............................................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz 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. NEW CONSTRUCTION 4' 18' 9' - 3" STUD POCKET 3'/0'8 FULL BETWEEN EACH 4GLASS DOOR WINDOW, TYPICAL 7' " �--HARDWOOD FLOOR 5-8 NOTE: WINDOWS SHOWN SHALL BE BASED ON ANDERSEN MODEL NO, 28410 WITH 14' R0= 2'-10 1/8" X 5'-0 7/8" 12'f REMO EXISTING PARTIOTIONS AS SHOWN ANS INSTALL NEW BEAM - DESIGNED BY OTHERS 7'-ro" I �� II I I Oo II 0 EXISTING GARAGE CUT NEW 2'8/fo'8 DOOR INTO GARAGE DOOR SHALL BE I HOUR FIRE RATED p}z,d,WN BY: SEfi=>t, 3, 2013 MARTHA MACINNIS PRG)=OSED ADDITIONS 4 RENOVATIONS 58 REGENT AVE, BRADFORD, MA, 01835 14 COTUIT STREET C978�374-8719 NORTH ANDOVER MA. ® CLOSE EDAND NEW WI INSTALL NEW WINDOWWTO BASED ON ANDERSEN MODEL NO, A251 WITH �Or 12 IRO= 2'-4 7/8" X 2'-4 7/8" I I WINDOWS SHOWN SHALL BE BASED FFH ON ANDERSEN MODEL NO, 28410 WITH =1 LLLI:j LLLJ NEW CONSTRUCTION DRAWN BY: SEF'T, 3, 2013 MARTHA MACINNIS 58 REGENT AVE, PIROP06M ADDITIONS 4 RENOVATIONS E31RADFORD, MA, 01835 14 COT U I T STREEt 2 (978)374-8719 NORTH ANDOVER 1"I'A, RIGHT SIDE ELEVATION 1/4"=1'-O WINDOWS SHOWN SHALL BE BASED ON ANDERSEN MODEL NO, 28410 WITH R0= 2'-10 1/8" X 5'-0 7/8" LJ J...... L NEW CONSTRUCTION 14' DRAWN 131': SEPT, 3, 2013 M,4RTI-!,4 MACf NNIS 58 RECENT AVE. PROPOSED ADDITIONS 4 RENOVATIONS BRADFORD, MA, 01835 14 COTUIT STREET 3 (978)374-8719 NORTH ANDOVER, MA. LEFT SIDE ELEVATION WINDOWS SHOWN SHALL BE BASED 6 ON ANDERSEN MODEL NO, 28410 WITH R0= 2'-10 1/8" X 5'-0 7/8" 14' NEW CONSTRUCTION D�A� Bl'; SEAT, 3, 2013 MARTHA MAC-INN16 PROPOSED ADDITION& 4 RENOVATIONS 58 REGENT AVE. BRADFORD, MA. 01835 14 COTUIT STREET 4 C978�374-8719 NORTH ANDOVER, MA. CONT, RIDGE VENT 2XI2 RIDGE MIN, 24" WOOD FIBERGLASS SHINGLES STRUCTURAL YPSUM BOARD (5)16d NAILS CEILING JOIST PANEL AT I/2" EXT, PLYWD. SHEATHING TO RAFTER TYP, AT TOP PLATE � 12 CORNER 2X10 ROOF RAFTERS RETURN 2X8 BLOCKING 16d m 12" OC BETWEEN RAFTERS (3-1/2" X ,131) CONNECT WITH (3) ed TOE NAILS 2X10 If O TO PLATE SHEATHING USE SIMPSON H2,5A R=38 INSULATIOW NAILING HURRICANE CLIPS AT END OF EACH RATER CONI, MTL, DRIP EDGE CONT, SCREENED SOFFIT VENT 9, VINYL SIDING OUTSIDE CORNER DETAIL n \ 1/2" EXT, PLYWD, SHEATHING 7'� NAIL ad g 6" OC PERIMETER " OC IN FIELD 3/4 „ T4G � 2X6 STUDWLL e 16 " OC PLYWD, FLOOR GLUED, NAIL, 8 da 6" OC R=21 FIBERGLASS INSUL, PERIMETER AND 12" OC IN FIELDA. HOUSEWRAP EQ. TO "TYVEK" - GYPSUM BD. 6222222221, INSTALLED IN ACCORDANCE 2X10 FLR, JOISTS 1/211 WITH CHAP. 7 R=30 FIBERGLASS INSUL. T ANCHOR 16d m 12" OC n/� BOLT WITH ,229X3"X3" l3-1/2" X ,131) CRAWL SFACE �{IJP PLATE WASHER 4 I W/"BCTUM. DAMPPROOFING NAILING I NG STRUCTURAL D PANEL AT 10"X20" CONT, CONC, FTG, CORNER RETURN RAT SLAB 6" GRAVEL W/ POLY VAPOR BARRIER INSIDE CORNER DETAIL TYPICAL WALL SECTION _ � CONT. 5HEATH 11�1C-� MIN. 1/4"=V-0-O CORNER FRAM I NCt DETAILS DRAWN BY: SEPT, 3, 2013 MARTHA MACINN16 58 RECENT AVE. PROPOSED ADDITIONS 4 RENOVATIONS BRADFORD, MA, 01835 14 COTUIT STREET (978)374-8719 NORTH ANDOVER, MA 10" CONIC, FILLED SONOTUBE FOUNDATION, 4' BELOW 1S1 41 ,81 GRAM, TYPICAL BEAM POCKET r- - - - - - - - - - - - - - - - -� I 31 I I 10" CONCRETE FOUNDATION �1 �� (3) 2X10 11 10"X20" GONG. FOOTING OH F17 I 3-I/2° LALLY COL ON 24" X24" XIO" X21 ��, 41 I i CONC. FOOTING L � J I I 14' 2X8 g Vo" OG RAT AB CRAWL SPACE - I I INSTALL SCREENED VENTS TO ALLOW FOR ADEQU�TE CROSS VENTILATION CUT BEAM POCKET PIN TO EXISTING FOUNDATION FOUNDATION PLAN FLOOD FRAMING }ALAN WITH #4 X 24" 0 12" OC 114 =]'-o I/4 11=11-0 EPDXY INTO EXISTING WALL WITH 8" EMBEDMENT NOTE: ANCHOR BOLTS SHALL BE 1/2" DIA. im 6' O.G., NOT MORE THAN 12" FROM CORNERS, BOLTS SHALL EXTEND A MIN. OF 7" INTO CONCRETE DIRAU N BY; AUGUST Iro, 2013 MARTHA MACINNIS 58 REGENT AVE. PROPOSED ADDITIONS 4 RENOVATIONS 5RADFOzD, MA, 01835 14 COTUI T STREET C978�374-8719 NORTH ANDOVER, MA. 18' 18' 2X12 RIDGiE x 2X10 CEILING JOISTS m Ido" OC 14' VAULTED CEILING - SEE 14' 2XIO RAFT S a Vo" OC SHEET 5 NEW BEAM - Y OTHERS - 12-(o" t' (5)lrod NAILS CEILING JOIST TO RAFTER TYP. AT TOP PLATE CEILING JOI StS ROOF FRAMING NCS PLAN ,{ USE SIMPSON H2.5A 11 1/4 11=1�-0 END OF EACH RATER HURRICANE CLIFIS AT 1/� =1 -O DRAWN BY: SEPT, 3, 2013 MARTHA MACINNIS 58 REGENT AVE, PRC)=OSED ADDITIONS 4 RENOVATIONS BRADFORD, MA, 01835 14 GOTUIT STREEI (978)374-8719 NORTH ANDOVER, MA,