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HomeMy WebLinkAboutBuilding Permit #095-15 - 30 AMBERVILLE ROAD 5/1/2018 � f pORTh 9 BUILDING PERMIT 3=4, `�0 TOWN OF NORTH ANDOVER o APPLICATION FOR PLAN EXAMINATION « - a r Permit NO: V Date Received * 4,`��[�.�. �>' • Date Issued: �9SSwcHus t� `�'� EVIPORTANT:Applicant must complete all items on this page LOCATION �D P"T.Tb!VM'16� 1 "OfQA Print PROPERTY OWNERriF32�0S .5_ U 0 j'ira Print MAP NOAT� 6 PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Y 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 ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer i'c-PvHy� l�di'rr r �c /U f�PGe� �tc� �it.5de/1 Identification Please Type or Print Clearly) -> OWNER: Name: a2Ca (�JZW V,4,A Phone: ,RO/ .3 90 �y Address: 16M V e f� � 4d, tqo(ak Anda fVK. 019 CONTRACTOR Name: Phone: �d b�2�— ,�Stfl�l�✓� Address: Supervisor's Construction License: Oa Exp. Date: 9Ia !� y Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BOLDING PERMIT.$!2.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cot I,.&d 7S- oO FEE: $ Z-I Check No.: �p S-4-1 Receipt No.: Q NOTE: Persons contracting with unregistered contractors do not have access to the guarantyfund ) Signature of Agent/Owner Signature of contrac , _;r r BUILDING PERMIT of NOq bit o `EED TOWN OF NORTH ANDOVER G - - APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received CRATE[I �SSACHU`+k� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION; Print PROPERTY OWNER .._.._. Print 100 Year Structure yes no MAP _. PARCEL: ZONING DISTRICT: _ Historic District yes no 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 ❑ Floodplain ❑Wetlands ❑ Watershed"'District ❑Water/Sewer I I -__-__. DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: _ _ _ _ Phone:- Address: hone:Address: Supervisor's Construction License: _ Exp. Date: Homme Improvement License:._. .. . Exp. 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: $ FEE: $ r Check Np.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner '�� �T Signature of contractor��l Location�s o Ain, 4,4 No. Date . - TOWN OF NORTH ANDOVER N-VL • Certificate of Occupancy $ 'f Building/Frame Permit Fee �` • d., , Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check#C91- I J Building Inspector r Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swirmning Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc. ❑ Pennanent Duinpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on a Signature COMMENTS x, HTALTH Reviewed on Signature t COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit f DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street . Fire Department signature/date 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, 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) ❑ 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 ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ 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 ❑ Building Permit Application La 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) u Engineering Affidavits for Engineered products NOTE: 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) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: 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 Doc:Building Permit Revised 2014 __ � ; _} ii � / � I j �L {--�--.__i � _a+ r ... ..� �`. ".� n .-- _ ' .. Y �� Y N H ORT � Town o* f 2 t n over LAKE h ver, Mass, A_ COCHIC"IWICK y1. 4AYE0 r'PP,`,�5 U BOARD OF HEALTH Food/Kitchen PER IT LD Septic System .. .,, „ 4 �" `b � � BUILDING INSPECTOR THIS CERTIFIES THAT ...................................I .......... ................................�.V ......,........... has permission to erect.......................... buildings on ..... ,,, , , ,, ,,, Foundation . R � Rough to be occupied as ........I.{,�.... .... ....... .�........7 ..... .. .�it ...�........................... Chimney provided that the person accepting t is permit shall in every resp ec con rm 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 a . PERMIT EXPIRES IN 6 MO H ELECTRICAL INSPECTOR UNLESS CONSTRUCT100JART Rough Service ............... ................................................ Final BUILDING INSPECTOR 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. I Smoke Det. P£'�w�t �a'� e55u�7> L-3C- Oa SALEM TUFJ __"j 5 � �s.13.0© NP�KE __ SOU Te - 714 $ 17'29-E: BZ07' FACE PARCEL ,E 7'29"E 99.74' ao rr No CUr OU"tq 72' OA 12143 S-F- 0.28 Ac. f?2ap05 LOT 49 N 13529 S.F. QecfiZ. o. 1 23,6' 26,2' f x 4C$ DATtppl T6'rg 1 EXISTING FOUNDATION 3 Q.,sooer ��„ � e>nsnN � IA EL n _ 20.3' 30,0' 17.01 / 17.1' mss• 32.0' 32.4' 27,0' 12.91' N62-34'50"W N62'3V50"w 93 100.00' I s1EPI+SN c � AMBERVILLE ROAD MFI.FSCUC u' vo A )0'230 WE HEREBY CERTIFY THAT WE HAVE EXAMINED Sux 1 - THE PREMISES AND THAT THE BUILDING IS LOCATED THIS L N IS INTENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS PURPOSES ONLY. IT WAS PREPARED TO THE ZONING LAWS OF THE MUNICIPALITY FROM EXISTING PLANS AND RECORDS WHEN CONSTRUCTED. ALSO. ACCORDING TO THE WITH THE STRUCTURES SHOWN LOCATED F.E.M.A_/H.U_D. FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY_ THIS PLAN COMMUNITY PANEL NO. 250098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 . THE STRUCTURE IS NOT LOCATED UNE OETERMINAT10A1_ IN AN ESTABLISHED 900 YR.FLOOD HAZARD ZONE- CERTIFIED FOUNDATION PLAN LOT 49 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS 82 MONTVALE AVE. SUITE I PULTE HOME CORP_ OF NEW ENGLAND I STONEHAM, MA.-02180 257 TURNPIKE ROAD SUITE 200 DATE: 10/23/00_] SOUTNBOROUGH, MASSACHUSETTS 01721 SCS-E=1"=30' (781) 438-6121 NORTH-6 OP ID: PB CERTIFICATE OF LIABILITY INSURANCE DATE 06 0912014Y) 06/09/2014 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(les)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). NAA PRODUCER NnMr: M Patricia Be2anson Hannon-Ryan Insurance acoNla E :781-293-5500 ac Nc:?81-293-7943 Associates.Inc. E-MAIL 166 Center St.,P.O.Box 467 ADDRESS: Pembroke,MA 02354 G COVERAGE NAICR PatrlClaM BezanSOR INSURE SAFFORDIN INSURER A.Commerce Insurance Co 34754 INSURED Northeast Biding&Rmdling LLC INSURER e:Travelers Robert Sullivan INSURER C: 71 Emily Rd Tewksbury,MA 01876 INSURER D. INSURER E 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. pLPOLICY EFr POLIGY EXP ILTSRR TYPE OF INSURANCE POLICY NUMBER MMIOo/YY MM/DDIVY LIMITS A [:JCoMMEAR.0L4.L GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 ❑X BORGZY 07!11/2013 07/1112014 GE ORENTEDCLMADE OCCUR PREMISES E occwrence S X Business Owners MED EXP(Any one person) $ PERSONAL 8 ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 206,060 POLICY jE� LOC PRODUCTS-COMPIOP AGG S $ OTHER: AUTOMOBILE LIABILITYEOMaB'NdEDISINGLE LIMIT S BODILY INJURY(Per person) E ANY AUTO ALLOWNED SCHEDULED BODILY INJURY(Per accident) 8 AUTOS AUTOS PROPERTY DAMAGE NON-OWNED Per aeddenl 5 HIRED AUTOS AUTOS 5 UMBRELLA LIAR OCCUR EACH OCCURRENCE 5 EXCESS LIAR CLAIMS-MADE, AGGREGATE S S DED RETENTION 5 _ WORKERS COMPENSATION X STATUTE ERS AND EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNERIEXECURVE Ya N/A IEUB4B78431814 0313112014 03/31/2015 E.L.EACH ACCIDENT 5 100,000 OFFICERWEMBER EXCLUDED? 100,000 (Mandatary In NH) E.L.DISEASE-EA EMPLOYEE S 1/yes,describe under I EL.DISEASE-POLICY LIMIT S 506.060 DESCRIPTION OF OPERATIONS below PROPERTY 5,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) ' usual to insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Print Department m- Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 Boston,A" 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Business/Organization/Individual): Address: `2 Q � it 1 Z f2Dryd� City/State/Zip: k b� /n4. 0!J'70hone#: ' r` 2 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. El New construction 2�y1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9. E] Building addition [No workers' comp.insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or 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 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13. Other loe.G1-, comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. f 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 must 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: yje�ICS Policy#or Self-ins.Lic.#: 1 e_.-U�6 q 111 787 3 f Xf y 3 Expiration Date: 3 1 Job Site Address: Cj !CP"t!/�fZ�V tIlk (ZV/d A e'V&+ 1Ci6 ty/State/Zip: /]Q, rg/;V)C( - 01A4 � 181i5 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 of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerci under the aims and penalties!? !!r'uthat thein ormation provided above is true and correct Sign Date Phone#: 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 5.Plumbing Inspector 6.Other Contact Person: Phone#: •� `��.! .. .. �, ., .. .. � • " •�-� .� _. 7.. �. ;� � � C- . .......__.��w t �� �: ( / --.) 1, ,, .� � d.1vp.1aasaapuf1 91m t/W'mmin8swal- �/.- 028 I.lI1N3 LL N`dAI-vins 12139028 ONI-1300113b'8-JNI4-1If191SV3HIUON `d90 51aZ/LZ/8 :uo1;ej1dx3 :add1 VU61 L" :uo11-0460 11O.Lo"1NOO1N3W3A02ldW13W0 - uol�vtiiaag ssau!sng 79 si1v33d aatunsuo0 3o angio `U � i����ovav�j�c�O��vanaa�ouaacrod���� Massachusetts -Department of Public Safety { Board of Building Regulations and Standards Construction supervisor License: CS-058024 ROBERT M SULLWAN 71 EMILY RDjj Tewksbury MA 61876 I r �i Expiration 09/20/2015 Commissioner r Northeast Building and Remodeling,LLC 71 Emily Road Tewksbury,MA 01876 License 4058024 Registration#119724 978-988-9492 978-658-6007 ------Residential Contracting Agreement------ Read this agreement and make sure you understand it before signing it. This agreement has legal force and effect and binds those who sign it. Date: July 22nd, 2014 Contract Number: 1419 Customer Name: Carlos Guzman and Janet Espinosa Address: 30 Amberville Road North Andover, MA 01845 Phone: 201-390-0749 Notice: All home improvement contractors and subcontractors engaged in home improvement contracting,unless specifically exempt from registration by Provisions of chapter 142a of the general laws,must be registered with the Commonwealth of Massachusetts. Inquires about registration and status should be made to the director, Office of Consumer Affairs and Business Regulation, Ten Park Plaza, Suite 5170 Boston,MA 02116,,617-973-8700. Homeowners who secure there own permits or deal with unregistered contractors shall be excluded from access to the Guarantee Fund. This Agreement is made this 22nd day of July 2014 by and between Carlos Guzman and Janet Espinosa(hereinafter referred to as Owner and Northeast Building and Remodeling,LLC (hereinafter referred to as Northeast) Rear Deck: The following quote includes: -Set of construction drawings for building department. Note: Homeowner will have to supply plot plan. -Building permit from Town of North Andover. -Demo and remove existing deck and stairs. -Remove siding to make way for new deck ledger. Save siding and reinstall upon completion of deck. -Dig and pour five, 12 inch x 4 feet deep concrete deck footings. Dig and pour one 8 inch thick concrete stair pad. -Install pressure treated framing for new 25'6"x 14' deck. Floor joists will be 2 x 12, 16"on center. Stair stringers will be 2 x 10 with 2 x 10 beam.Bolt new deck into house framing. Install joist hangers and support deck down to new footings with 6 x 6 posts with metal standoffs. -Install stainless steel flashing along house. -Install Azek Morado decking to deck surface and stair treads. Fasten new deck boards with stainless steel nails. -Install white PVC Azek trim to skirt boards of deck and stairs and to stair risers. -Install 4 x 4 pressure treated railing post supports with white vinyl sleeves. Install RDI white vinyl railing system with aluminum inserts to deck and stairs. -Install a white continuous handrail to one side of stairs. -Install New England vinyl post caps to all railing supports. -Remove all demo and construction debris from site. Supplementary Conditions: Supplementary Conditions: Engineering Constraints: During the building stage of the project, certain engineering or building code factors may be discovered that will require a change to the original design and/or plan.Northeast will try to maintain the original design to the best of its ability. Concealed Conditions: The Owner further acknowledges that concealed conditions such as but not limited to, old or existing septic tanks,wells, oil or gas lines,water lines or sewer lines, electrical lines, or other items not expressly contained in the specifications for removal,replacement or relocation are not part of this contract. It is also assumed that the existing mechanical and electrical systems can handle the additional load put on them by the improvements provided by Northeast. Any work arising out of such unknowns shall constitute extra work and be addressed by change order(if necessary)to the Owner. If Owner has any knowledge prior to signing these specifications, please list them hereunder or attach them to each set of specifications. All efforts will be made to pour concrete without the use of a pump truck, in the event that a pump truck is needed an additional charge will apply. Insurance: General Liability, Workers Comp,and Automobile Insurance are carried by Northeast in such amounts sufficient to fully insure Northeast for liability arising out of the work performed under this contract. The Owner shall be responsible for having normal homeowner's insurance for project site. Measurements: It should be understood that measurements denoted on any plans or contract are"plus or minus". These are not and can not be guaranteed due to existing conditions on the existing house. Govern: If any questions arise between the plans and the specifications,the specifications shall govern. Warranty and Guarantee: All work to be guaranteed for one year from completion of the project. Products to be warrantied under specific manufacturers warranty program. All work shall be completed in a workmanlike manner according to standard practices and codes. Warranty void if not paid in full. Change Orders: Any Alteration or deviation from specifications involving extra cost, will be executed only upon written change order signed by both Owner(only one signature needed) and an authorized representative of Northeast, and will become an extra cost over and above the original contract. Change orders are due and payable 100%upon Owners signing of the change order. Allowances: When allowances are given for items such as,but not limited to, windows, doors, skylights and bathroom items,the amount of the allowance refers to the cost of purchasing that particular item including taxes,pickup and/or delivery charges, special order charges, and any other costs which may be necessary to obtain the item. In most cases, installation of the particular item has already been figured into the contract price. If Owner supplies any of the allowance items or any other in the contract,Northeast shall not be responsible for warranty,repair or replacement of such items. Site Access: The Owner will provide access to Northeast, its subcontractors, suppliers and local officials required to inspect the site. Owner is responsible for furniture and other personal items to be moved from construction area. Arbitration: The contractor and the homeowner hereby 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. Northeast Recognition: The Owner will allow Northeast to display a job sign at a location visible to the main street in front of the site for the duration of the project. PAYMENT SCHEDULE: $6,000.00 upon contract signing,ordering of materials. $6,000.00 upon start of deck framing. $6,275.00 upon completion of contract. Total Contract Amount: $18,275.00 J Northeast Building and Remodeling,LLC RESIDENTIAL CONTRACTING AGREEMENT A" Rob WM -Sullivan late Northeast Building and Remodeling, LLC The above prices, specifications and conditions are satisfactory and hereby accepted. Northeast is authorized to perform the work as specified,payment will be made as outlined in the attached payment schedule. Note: You as the Owner, may cancel this agreement at any time prior to midnight of the third day after the date of this transaction. See the attached notice of cancellation form for an explanation of this right.Do not sign this contract if there are any blank spaces. /A" 4117--al-n 07IZ3 Carlos Guzman Date 07 23 2D/� Janet Espino Date ®Boise Cascade Triple 2 x 10 SPF #2 Floor Beam\F1301 Dry 4 spans No cantilevers 0/12 slope Thursday,July 24, 2014 BC CALC®Design Report- US Build 2627 File Name: BC CALC Project Job Name: Description: Designs\FB01 Address: 30 Amberville Rd Specifier: Deck Beam City, State, Zip: N.Andover, MA 01845 Designer: KK Customer: Company: KDK Code reports: NLGA Misc: See Deck Framing � I 06-05-00 06-04-00 06-04-00 06-05-00 BO B1 B2 B3 B4 Total Horizontal Product Length=25-06-00 Reaction Summary(Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,260/ 147 211 /0 B1, 3-1/2" 3,208/0 567/0 B2, 3-1/2" 3,036/0 473/0 B3, 3-1/2" 3,208/0 567/0 B4, 3-1/2" 1,260/ 147 211 /0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Deck Load Unf.Area(Ib/ft^2) L 00-00-00 25-06-00 60 10 07-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,842 ft-lbs 35.8% 100% 2 02-11-07 be verified by anyone who would rely on Neg. Moment -2,305 ft-lbs 44.8% 100% 4 06-05-00 output as evidence of suitability for End Shear 941 lbs 25.1% 100% 2 01-00-12 particular application.Output here based on building code-accepted design Cont. Shear 1,460 lbs 39% 100% 4 05-06-00 properties and analysis methods. Total Load Defl. U999 (0.028") n/a n/a 2 03-02-00 Installation of BOISE engineered wood Live Load Defl. U999 (0.025") n/a n/a 8 03-02-06 products must be in accordance with Total Ne Defl. U999 -0.014" n/a n/a 2 09-05-08 current Installation Guide and applicable 9 ( ) building codes.To obtain Installation Guide Max Defl. 0.028" n/a n/a 2 03-02-00 or ask questions,please call Span/Depth 8 n/a n/a 0 00-00-00 (800)232-0788 before installation.\n\nBC CALCO,BC FRAMER®,AJSTM, %Allow %Allow ALLJOIST®,BC RIM BOARDTM,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM SIMPLE FRAMING BO Post 3-1/2"x 3-1/2" 1,471 lbs n/a 28.3% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, B1 Post 3-1/2"x 3-1/2" 3,775 lbs n/a 72.5% Unspecified VERSA-STRAND®,VERSA-STUD®are B2 Post 3-1/2"x 3-1/2" 3,509 lbs n/a 67.4% Unspecified trademarks of Boise Cascade Wood B3 Post 3-1/2"x 3-1/2" 3,775 lbs n/a 72.5% Unspecified Products L.L.C. B4 Post 3-1/2"x 3-112" 1,471 lbs n/a 28.3% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Member is not fully supported at post B2. A connector is required at this bearing. Member is not fully supported at post B3. A connector is required at this bearing. Member is not fully supported at post 64. A connector is required at this bearing. Page 1 of 2 ®Boise Cascade Triple 2 x 10 SPF #2 Floor Beam\FB01 Dry 4 spans I No cantilevers 10/12 slope Thursday, July 24, 2014 BC CALCO Design Report- US Build 2627 File Name: BC CALC Project Job Name: Description: Designs\FB01 Address: 30 Amberville Rd Specifier: Deck Beam City, State, Zip: N.Andover, MA 01845 Designer: KK Customer: Company: KDK Code reports: NLGA Misc: See Deck Framing Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (1-/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Page 2 of 2 �5/GN 3-2x10 P.r. P'eam PC/ow 2-2xlO p}• i I- 110, 14" /9110 5onolube I 4'lie%ow Grade m T- IM maim M W/Anchor Bolt 6x6 PT,Post 14 IZ'-8" o a�. I Q 5"Long Ledger locks 016"o.c. N � I 4'Min, r t�� r . . Lam. �xislinq 17ou5e 14' - Peck ra tng C igbl Elevol on 5caler 15/16" = 11 0 " 5ca/c: NOTE: These plans are inlended for Me use of a licensed conlracfor,if i5 fhe respon5/b1ll1y of the eonfraclor to verify compliance wilh all local building code5.11or-weowne1-1conlracfor/o verify dimensions, proposed layouf and buildinq malerial5/c be used prior/o proceeding with con5truclion, Srrm#: 1 of l Dole., 7/24/20!4 rev Total Liviiq Area 511.Pt.: Drays by: KK De5c: Checked by: Deck ! ' NOTES: l'iojeci; �` 1. ALL DIMENSIONS AND MATERIALS SPECIFIES? ARE T4 BE VERIFIED 50 A4,erville I'd BY T14E CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. N.Andover,MA 01845 918-375-2890, KOK Wilnriiglon,M!t i i i �I �� 1�J^" V �