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HomeMy WebLinkAboutMiscellaneous - 80 SAILE WAY 4/30/2018 (2)P O� MO �T�91 9, OOL o w �, SAC1104� CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 289 (11/19/02) Date: December 20, 2006 THIS CERTIFIES THAT THE BUILDING LOCATED ON 80 Saile Way MAY BE OCCUPIED AS Single Family Dwelling jN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Temporary Permit for 60 days Certificate Issued to: Paul Russell 80 Saile Way North Andover Ma 01845 l Building Inspector CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 289 (11/19/02) Date: December 20. 2006 THIS CERTIFIES THAT THE BUILDING LOCATED ON 80 Saile Way MAY BE OCCUPIED AS Single Family Dwelling jN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Temporary Permit for 60 days Certificate Issued to: Paul Russell 80 Saile Way North Andover Ma 01845 Building Inspector s 'A Ot MO •Tl:� CERTIFICATE OF USE & OCCUPANCY r TOWN OF NORTH ANDOVER Building Permit Number 289 (11/19/02) Date: August 4. 2006 THIS CERTIFIES THAT THE BUILDING LOCATED ON 80 Saile Way MAY BE OCCUPIED AS Single Family Dwelling IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Temporay for 60 days Certificate Issued to: Paul Russell 80 Sade Way North Andover Ma 01845 Building Inspector LM :P4 G3 o ��' � W C x w� CD CD tN w cm 40 cn u 40. O.� as .09 cri. m -CL ad 5. �E cn ICL., w C2 C2 cx cn En :P4 G3 zip O CD CD tN w cm ca O.� as .09 cri. m -CL ad 5. ICL., cm< 04- ca Z ca. Co. O r,K CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 289 (11/19/2002) Date: May 23, 2007 THIS CERTIFIES THAT THE BUILDING LOCATED ON 80 Saile Way MAY BE OCCUPIED AS Single Family Dwelling IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Paul Russell 80 Saile Way North Andover Ma Building Inspector Iq I.V U a M a Aj v' � w 0 40 UA- z A .4 s d w ^pp p G C no G a x on .� C U w. 7 C ^� oo O. N `✓ °� o O O :O ^C a w c3i . w Ca, w w as tcn cn v M� STN 1� o O �'T'TACINb�t CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 289 (11/19/02) Date: August 4. 2006 THIS CERTIFIES THAT THE BUILDING LOCATED ON 80 Saile Way MAY BE OCCUPIED AS Single Family Dwellina IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Temporay for 60 days Certificate Issued to: Paul Russell 80 Saile Way North Andover Ma 01845 Building Inspector b.. Gerald A. Brown Inspector of Buildings TOWN OF NORTH ANDOVER OFFICE OF BUILDING DEPARTMENT 400 Osgood Street North Andover, Massachusetts Ol 845 Telephone (978) 688-9545 Fax (978)688-9542 AFFIDAVIT FOR FINAL COST OF CONSTRUCTION In accordance with the provisions o the Massachusetts State Building Code, Article 1, Section 110.4 and 114.2, the total estimated cost of the construction including all related construction costs* of the building located at� ' amounts to $1 (. ocaD , c o 1, RA4.2 i �n . s� N� being the person referred to as the owner identified below, do solemnly swear that the statements made herein are strictly true and correct and made in good faith. *Related construction costs included all work done with or concurrently with the work contemplated by the Building Permit including demolition, plumbing, heating, electrical, air conditioning, painting, carpentry, landscaping, site improvement, etc. Furnishings and portable equipment are not part the total construction costs. Signature f wner COMMONWEALTH OF MASSACHUSETTS s.sle � 1 20 Ob Then personally appeared the able named , 1 / .kWS-Z�� and Made an oath that the above statement is true. Final Cost: _...... O d U Original Estimate cost of general work: 3 5��. 6 a -( - Cost Difference: Additional Fee Required: 3f TO AMEND FEE UNDER PERMIT NO.: .u�ja C-�• C v Inspectional services Department 2005 F:\tinalcostal'tidavitform ,Strict code enfnrcenment makes the town safer Refine huYing, renting, leasing check _ming Ii0 ARI) OF APIT ALS 688-04 I CONSI:RV.A HON 688-9530 I II'AL 111 688-9540 IT ANNING 688-Q53i sS"U -,_PtIft �\ ADDRESS/LOCATION OF PROPERTY: U � l -e— Map Parcel Lot Number 3 SUBDIVISION DATE REQUESTED FILED/READY FOR INS P CTION "//1- �/ /:. -�G CLOSING DATE ON PROPERTY: 3 FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TM.ENTY DOLLARS $20.00) WILL BE CHARGED IF THE STRUCTURE DOES NOT ME L APP CABJX CODES. SIGNED CONSERVATION PLANNING DPW - WATER METER SEWER/WATER CONNECTION NOTE ROUTING cz CaGGt� 1 f� phl VAA � _� �1 6` � h G DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE (OC1CUPANCY/INSPECTION REQUEST W DPW ab Signature File: OC form revised 2006 rn maw o G p • � ar�'J * rp-. H O• rp.. • «a = ev I H g :a m d �a C N ® „ O A CM v W Q a. zocco to M" r `Q pU� •1:: m m '� 4 i�i o ji wvia �D, -5 w a 10 W Ir a�' w =.cit cn maw o F- • � ar�'J * rp-. H O• rp.. • «a = ev I H g :a m d �a C N ® „ O CM maw o F- F- ® * rp-. H O• rp.. • «a = ev I H C dt o�s''o.Q, V m d �a C N ® „ f V � V r�, h CM r •1:: m m '� 4 i�i o C) co �D, w a 10 W Ir ul uj �a AOL Cb .rte—.. O ev ca . C C cc y f V � Location -y 0,4 No. ? -/ Date Nom,. TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ sAcNus Foundation Permit Fee $ Other Permit Fee TOTAL Check # /-� Building Insl5ktor f ' TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING 1'�is Secti�.#'or Off>I� Use'OaI . BUILDING PERMIT NUMBER: DATE ISSUED: 11-01-6,5' 0/!6,5' SIGNATURE Building ssiiolrer/I for of Buildings Date SECTION I- SITE IN"MATION 1.1 Property Address: Xe -r3 r#St) Vi9iIK 4� 1.3 Zoning Indormation: Zoning District Proposed Use 1.6 BUILDING SETBACKS (ft) Front Yard Reauired I Provide 1.7 Water Supply M.G.L.C.40. Z1 54) Public Private 0 SECTION 2 -PROPERTY 2.1 Ower er of' Record Name( 2.2 Name�rrn} 1.2 Assessors Map and Map Number 1.4 Property Dimensions: aa�ab� Lot Area (sf) Number: edo Parcel Number itaee (ft) T M Z 0 Side Yard Rear Yard I ReqWred Provided Re red Provided fflT-1 0 1 D 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Zone Zoae e- Municipal 0 On Site Disposal System � RS /AUTHORIZED AGEN rn �cJ 9f%N/J�i Address for Service: �S�fiSo� Telephone Si ng aturrr SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: License;d�onstruction Sttpervl or: Addr ss nature Telephone Address for Service: Company .*- IM Not Applicable 0 D2633� License Number -7/7/6-7 7 /b-7 Expiration Date Not Applicable ❑ Registration Number 71171,06 Expiration bite SECTION 4 - WORKERS COMPENSATION (M.G.L C 152 § 25c(6) .Workers Compensation Insurance affidavit.,must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the build'permit. Signed affidavit Attached Yes .... :. . No ....... 0 SECTION 5 Description of Proposed Work check all aU bie New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) 0 Addition ❑ Accessory Bldg. 0 I Demolition ❑ I Other [Specify /4!1ee-4A Cd Brief Desc�ption of Proposed Work: n / c 10 8U Si91L L &d y - A Awdu,t /14 I SECTION 6 - ESTIMATED CONSTRUCTION COSTS I Item Estimated Cost (Dollar) to be, Completed b permit applicant Qf'CIA.IIS)'ONLY _ r f' 1. Building (a) Building Permit Fee Multiplier ndbelie af 2 Electrical (b) Estimated Total Cost of Construction _ 3 Plumbing i e of Oxvn /A eat Building Permit fee (a) x (b) 4 Mechanical HVAC BASEMENT OR. SLAB 5 Fire Protection SIZE OF FLOOR TIMBERS 1 SF 6 Total (1+2+3+4+5 Check Number SEC I1UN 72 OWNEK AU IHURIZATION TO BE CUMYLETED WHEN OWNERS AGENT OR CONTRACTOR APPL S FOR BUILDING PERMIT as Owner/ thorized Agent o subject property Hereby authorize �- r/ s �iG U/i//� �/ to act on My behalf, in all inanet& ati to wo k authorized by this build' permit application. Si nature of Owner Date SRCTTON 7h 0WNF.R/ATTT14nRT7.VD AC-F.NT T)FCI.ARATMN V�.�� as Owne Authorized Agent f subject y"declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge ndbelie af `J Print 4 _ i e of Oxvn /A eat Date NO. OF STORIES SIZE BASEMENT OR. SLAB SIZE OF FLOOR TIMBERS 1 SF 2 ND 3 KD SPAN DIMENSIONS OF SILLS DUV ENSIONS OF POSTS DM ENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHUVINEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all -necessary approval / permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements. ..........................0........ac00 f .............................. APPLICANT G //3 moi' c toa PHONE 00d �Y &go ASSESSORS MAP NUMBER 6 3 LOT NUMBER 7 SUBDIVISION NUMBER 0'-3 �i91/2 STREET STREET NUMBER 00 OFFICIAL USE ONLY RECOMWNDATIONS OF TOWN AGENTS s..11■ �AD, DATEAPPROVICONS RRATOR DATE REJECTED nt CONBAENTS AtC, cmL--�� 1. DATE APPROVED Lot - WN PLANNE DATE DATE REJECTED CON54ENTS j DATE APPROVED OOD INSPECTOR - HEALTH DATE REJECTED DATE APPROVED SEPTIC INSPECTOR - HEALTH DATE REJECTED COMMENTS PUBLIC WORKS - SEWER / WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTNIENT COMMENTS RECEIVED BY BUILDING INSPECTOR DATE APPROVED DATE REJECTED "N The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street n ri. Boston, MA 02111 www.mass.g ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): C_91�/1d�f``� giL/7t Address: City/State/Zip: Phone #: 6?�-O Og 4f46�) Are you an employer? Check the appropriate box: E�I am a employer with /Z f 4. ❑ I am a general contractor and 1 employees (full and/or part-time).* have hired the sub -contractors >.. ❑ I am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their ;. ❑ I am a homeowner doing all work right of exemption per MGL myself. [No workers' comp. c. 152, § 1(4), and we have no insurance required.] t employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10. F-1 Electrical repairs or additions 11.0 Plumbing repairs or additions 12.❑ Roof repairs n 13. [Other /A/9/"9 A4 Pot /S *Any applicant that checks box # I must also till 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 must attached an additional sheet showing the name of the sub -contractors and their workers comp. policy information. / um an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site in/ormation. /1) Insurance Company Name: Policy # or Self -ins. Lic. #: f Expiration Date: Job Site Address: /4► T ✓? Z City/State/Zipo/<' , 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 tine 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. / do hereby �cer f -yonder sand penalties of perjurythat the information provided above is true and correct. Siena rtrl e- 'Y i/� � � C (/'r�a��`Pl-') nate AD — l+ - Official use only. Do not write in this area, to be completed by city or town glfieial. 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 #: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which.will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be tilled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mass.gov/dia a 2 I y bM� D w � �M y��n� 341 Nu Ln"�� xw a� o I y N t 0 Z it ti I h , •� Z it ti a 2 y t *E n ^° �o bM� 0 L D o<w it �Q t M I y -Ir Ir y 9e 0 *E n a a io it �Q o 1 O J'j M I y -Ir Ir y 9e 0 n �' /� La„vrzo7u�rea� o�,./�iaaaacfivael.�a Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 1W85 Expiration: 7/17/2006 Type; Supplement Card SOUTH SHORE GUNITE POOL & S ABWRT FISKE 7 Progress Ave. Chelmsford, MA 01824 Administrator ✓fie 7°ammeoaurrP.a`� o��o�/uaetta � ' BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 076339 E Birthdate: 07/07/1946 Expires: 07/07/2007 Tr. no: 15233 Restricted: 00 ROBERT J FISKE 5 TANGLEWOOD PARK DR !� HAVERHILL, MA 01830 Commissioner aU :;Oo O 71 x : L c Q Y � J co O v G L.) ` VN m L O w a :3 —co wIZ W o Z G 0 o� f• '� Q z cn o cn P •�,� ice- �� : L c Q Y � J O L.) ` VN m L O COD o uiW_ CD • Z rU. 0 Z C7t5 f• '� Q y Tb • O E=4 1�� �I • : L c Q ' � H O L.) ` VN m L O COD Em a uiW_ CD • W C.D Ll* Z C7t5 a C. y Tb • N O C O m C H M� o� my0„~ O w � t Cl m= C+-' 'dZ C C o cm16, m CS C � O� O a � y �O :mm . 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'�� ' '` M •� k 3t{` • E P '% : W Zmal `if j 0. Structural Calculations Beam Calculations for: Russell Residence North Andover, MA Arch. MZO s.d.e. 103 Beaumont Ave. Newton, MA 02460 Tel. 617 969 3539 k c-� 3 5a►1,9- W A `I T Design Criteria Project Name: Russell Residency Project Location: North Andover Code: Massachusetts Bldg. Code Design Loads: Live Loads: Roof: Snow 30 psf Basic Wind Speed: 90 Dead Loads: Roof: Roofing 0.5 psf Insulation 4 psf Framing: 4 psf Mep 2 psf Ceiling 1.5 psf Total Dead Loads 13 psf Total Roof Load 43 psf Floor Load Dead Load 13 psf Live Loads Living space 40 psf second floor 30 psf attic 20 psf date: 728/2003 sheet no: 1 �r LJ C C C S Using: W8X18 section, Span = 11.00ft, Fy = 50.Oksi EEnd Fixity = Pinned -Pinned, Lu = O.00ft, OF = 1.000 Actual Allowable Moment 27.345 k -ft 41.824 k -ft fb : Bending Stress 21.576 ksi 33.000 ksi fb / Fb 0.654 :1 u M U r n L C n Shear 7.816 k 37.444 k fv : Shear Stress 4.175 ksi 20.000 ksi fv / Fv 0.209 :1 Beam OK Static Load Case Governs Stress Max. Deflection -0.296 in Length/DL Defl 1,844.1 : 1 Length/(DL+LL Defl) 446.0:1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Maximum Only 0 Center Center Cants Cants Max. M + 27.34 k -ft 6.25 27.34 k -ft Max. M - Title: Russell Residence-Andover,MA Job # k -ft Dsgnr: Dov Kirsztajn P.E. Date: 9:04PM, 27 JUL 03 Description k -ft Max. M @ Right Scope k -ft Shear @ Left 7.82 k 1.99 Rev: 560100 User: KW -0604012, Ver 5.6.1, 25 -Oct -2002 Steel Beam Design Page 1 c:\ec551russell.ecw:Calculations (c)1983.2002 ENERCALC Engineering Software 1.83 6.71 Description beam at second floor next to bridge k Center Defl. -0.296 in -0.072 -0.296 General Information 0.000 Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section: W8X18 0.000 Fy 50.00ksi 0.000 0.000 in Pinned -Pinned Load Duration Factor 1.00 Center Span 11.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together 0.000 Right Cant 0.00 ft Reaction @ Left 7.82 1.99 Lu : Unbraced Length 0.00 ft k Distributed Loads 1.83 6.71 6.71 #1 #2 #3 #4 #5 #6 #7 DL 0.250 k/ft LL 0.500 Wft ST k/ft Start Location ft End Location ft Point Loads #1 #2 #3 #4 #5 #6 #7 Dead Load 0.880 k Live Load 5.200 k Short Term k Location 4.500 ft S Using: W8X18 section, Span = 11.00ft, Fy = 50.Oksi EEnd Fixity = Pinned -Pinned, Lu = O.00ft, OF = 1.000 Actual Allowable Moment 27.345 k -ft 41.824 k -ft fb : Bending Stress 21.576 ksi 33.000 ksi fb / Fb 0.654 :1 u M U r n L C n Shear 7.816 k 37.444 k fv : Shear Stress 4.175 ksi 20.000 ksi fv / Fv 0.209 :1 Beam OK Static Load Case Governs Stress Max. Deflection -0.296 in Length/DL Defl 1,844.1 : 1 Length/(DL+LL Defl) 446.0:1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Maximum Only 0 Center Center Cants Cants Max. M + 27.34 k -ft 6.25 27.34 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 7.82 k 1.99 7.82 k Shear @ Right 6.71 k 1.83 6.71 k Center Defl. -0.296 in -0.072 -0.296 -0.296 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 7.82 1.99 7.82 7.82 k Reaction @ Rt 6.71 1.83 6.71 6.71 k Fa calc'd per Eq. E2-1, K*Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1-1, Fb = 0.66 Fy Title: Russell Residence-Andover,MA Job # Dsgnr: Dov Kirsztajn P.E. Date: 9:0413M, 27 JUL 03 Description Scope Rev: 560100 Page 2 User KW-0604012 Ver 5.6.1, 25-Oct-2002 Steel Beam Design (c)1983-2002 ENERCALC Engineering Software c:\ec551russell.ecw:Calculations Description beam at second floor next to bridge Section Properties W8X18 Depth 8.140 in Weight Width 5.250in I -1a Web Thick 0.230 in I-yy Flange Thickness 0.330 in S-xx Area 5.26 in2 S-yy 17.87 #/ft r -roc 3.430 in 61.90 in4 r-yy 1.231 in 7.97 in4 Rt 1.390 in 15.209 in3 3.036 in3 C r n L� C User: KW -0604012, Ver 5.6.1, 25-0d-2002 (c)1983-2002 ENERCALC Engineering Software Description beam ar bridge General Information Title: Russell Residence-Andover,MA Job # Dsgnr: Dov Kirsztajn P. E. Date: 8:59PM, 27 JUL 03 Description : Scope: Steel Beam Design Page 1 c:\ec55\russell.ecw:Calculations Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W8X24 Fy 50.00ksi Static Load Case Pinned -Pinned Load Duration Factor 1.00 Center Span 18.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Max. Deflection -0.686 in fb : Bending Stress 18.780 ksi Lu : Unbraced Length 0.00 ft 1,454.5 :1 lb / Fb 0.569 : 1 4.13 k Distributed Loads 4.13 Lengthl(DL+LL Defl) #1 #2 #3 #4 #5 #6 #7 DL 0.060 20.000 ksi Left Cant Defl 0.000in k/ft LL 0.150 0.000 0.000 0.000 in k/ft ST 0.000 0.000 0.000 k/ft Start Location ...Query Defl @ 0.000 ft 0.000 ft End Location 0.000 0.000 in Reaction @ Left ft Point Loads 6.16 6.16 k #1 #2 #3 #4 #5 #6 #7 Dead Load 0.880 k Fa caic'd per Eq. E2-1, K*Ur < Cc k Live Load 5.200 k ShortTerm k Location 6.000 ft summary Beam OK _ Static Load Case Governs Stress Using: W8X24 section, Span = 18.00ft, Fy = 50.Oksi End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 k -ft Max. M @ Right Actual Allowable Moment 32.682 k -ft 57.427 k -ft Max. Deflection -0.686 in fb : Bending Stress 18.780 ksi 33.000 ksi Length/DL Defl 1,454.5 :1 lb / Fb 0.569 : 1 4.13 k 1.05 4.13 Lengthl(DL+LL Defl) 314.9 :1 Shear 6.160 k 38.857 k -0.686 -0.686 fv : Shear Stress 3.170 ksi 20.000 ksi Left Cant Defl 0.000in fv / Fv 0.169 :1 0.000 0.000 0.000 Force & Stress Summary «_ These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum Only 0 Center. Center Cants Cants Max. M + 32.68 k -ft 6.54 32.68 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 6.16 k 1.34 6.16 k Shear @ Right 4.13 k 1.05 4.13 k Center Defl. -0.686 in -0.149 -0.686 -0.686 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 6.16 1.34 6.16 6.16 k Reaction @ Rt 4.13 1.05 4.13 4.13 k Fa caic'd per Eq. E2-1, K*Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1-1, Fb = 0.66 Fy User: KW -0604012, Ver 5.6.1, 25-Od-2002 (c)1983-2002 ENERCALC Engineering Software Description beam ar bridge Section Properties ml W8X24 xmm Depth 7.930 in Width 6.495in Web Thick 0.245 in Flange Thickness 0.400 in Area 7.08 in2 Title: Russell Residence-Andover,MA Job # Dsgnr: Dov Kirsztajn P.E. Date: 8:59PM, 27 JUL 03 Description Scope Page 2 Steel Beam Design c:\ec55\russell.ecw:Calculations Weight I -roc I-yy S -roc S-yy 24.05 #/ft 82.80 in4 18.30 in4 20.883 in3 5.635 in3 r -roc r-yy Rt 3.420 in 1.608 in 1.760 in I Title: Russell Residence-Andover,MA Job # L, Dsgnr: Dov Kirsztajn P.E. Date: 8:52PM, 27 JUL 03 Description i7 Scope u Rev: 560100 Page 1 User: KW -0604012, Ver 5.6.1, 25 -Oct -2002 Steel Beam Design (c)1983-2002 ENERCALC Engineering Software c:\ec55\russell.ecw:Calculations LJ Description steel beam at first floor framing Fl General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Li Steel Section : W12X19 Fy 50.00ksi Pinned -Pinned Load Duration Factor 1.00 n Center Span 18.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi L Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu: Unbraced Length 0.00 ft I Distributed Loads u #1 #2 #3 #4 #5 #6 #7 DL 0.120 Wft LL 0.320 k/ft ST Wft Start Location It End Location It n I Point Loads #1 #2 #3 #4 #5 #6 #7 Dead Load 0.530 k Live Load 1.530 k Short Term k rl Location 5.000 It Summary Beam OK Static Load Case Governs Stress Using: W12X19 section, Span = 18.00ft, Fy = 50.Oksi End Fixity = Pinned -Pinned, Lu = O.00ft, OF = 1.000 Actual Allowable Moment 24.093 k -ft 58.799 k -ft Max. Deflection -0.374 in f`1 fb : Bending Stress 13.522 ksi 33.000 ksi Length/DL Defl 1,978.7 :1 fb / Fb OA10 : 1 Lengthl(DL+LL Defl) 578.2 :1 Li Shear 5.618 k 57.152 k fv : Shear Stress 1.966 ksi 20.000 ksi 17 Iv / Fv 0.098 :1 `J Force & Stress Summary f <- These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST L Maximum Only 0 Center 0 Center 0 Cants 0 Cants Max. M + 24.09 k -ft 7.03 24.09 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 5.62 k 1.63 5.62 k Shear @ Right 4.70 k 1.40 4.70 k C Center Defl. -0.374 in -0.109 -0.374 -0.374 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 5.62 1.63 5.62 5.62 k Reaction @ Rt 4.70 1.40 4.70 4.70 k Fa calc'd per Eq. E2-1, K*Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1-1, Fb = 0.66 Fy L-A Title: Russell Residence-Andover,MA Job # Dsgnr: Dov Kirsztajn P.E. Date: 8:52PM, 27 JUL 03 Description Scope Rev: 560100 Page 2 User: KW -0604012, Ver 5.6.1, 25 -Oct -2002 Steel Beam Design (c)1983-2002 ENERCALC Engineering Software c:1ec551russell.ecw:Calculations Description steel beam at first floor framing section Properties W12X19 Depth 12.160 in Weight 18.92 #!ft r-ta 4.831 in Width 4.005in 1-)0( 130.00 in4 r-yy 0.822 in Web Thick 0.235 in I-yy 3.76 in4 Rt 1.000 in Flange Thickness 0.350 in S -roc 21.382 in3 Area 5.57 in2 S-yy 1.878 in3 r Force & Stress Summary Title: Russell Residence-Andover,MA Job # L, Dsgnr: Dov Kirsztajn P.E. Date: 8:34PM, 27 JUL 03 These columns are Dead + Live Load placed as noted --» Description LL LL+ST LL LL+ST Maximum r 0 Center 0 Center Scope A Cants Max. M + 33.55 k -ft 12.43 33.55 Rev: 560100 User: KW -0604012, Ver 5.6.1, 25 -Oct -2002 Steel Beam Design Page 1 n (c)1983-2002 ENERCALC Engineering Software k -ft c :\ec55\russell.ecw:Calculations Max. M @ Left Description steel beam at garage t� Max. M @ Right CGeneral information k -ft Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Shear @ Left 5.16 k Steel Section : W14X22 5.16 Fy 50.00ksi k Shear @ Right 5.16 k Pinned -Pinned Load Duration Factor 1.00 Center Span 26.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi -0.262 Left Cant. 0.00 It LL & ST Act Together 0.000 in E„ Right Cant 0.00 ft 0.000 0.000 0.000 Lu : Unbraced Length 0.00 ft Right Cant Defl 0.000 in 0.000 r1 Distributed Loads 0.000 0.000 in 1_t #1 #2 #3 #4 #5 #6 #7 0.000 in DL 0.125 k/ft LL 0.250 k/ft rl ST 5.16 Wft Start Location 1.91 5.16 ft End Location r1 It n Summary Beam OK j - Static Load Case Governs Stress u Using: W1 4X22 section, Span = 26.00ft, Fy = 50.Oksi I Beam Passes Table 135.1, Fb per Eq. F1-1, Fb = 0.66 Fy End Fixity = Pinned -Pinned, Lu = O.00ft, LDF = 1.000 Actual Allowable Moment 33.550 k -ft 79.658 k -ft Max. Deflection -0.707 in Weight fb : Bending Stress 13.899 ksi 33.000 ksi Length/DL Defl 1,190.9: 1 u fb / Fb 0.421 : 1 Length/(DL+LL Defl) 441.1 :1 199.00 in4 Shear 5.162 k 63.204 k Web Thick 0.230 in f 1 fv : Shear Stress 1.633 ksi 20.000 ksi 1.250 in fv I Fv 0.082 :1 28.967 in3 u ri Area 6.49 in2 S -YY n Force & Stress Summary These columns are Dead + Live Load placed as noted --» DL LL LL+ST LL LL+ST Maximum Only 0 Center 0 Center A Cants A Cants Max. M + 33.55 k -ft 12.43 33.55 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft n Shear @ Left 5.16 k 1.91 5.16 k Shear @ Right 5.16 k 1.91 5.16 k U Center Defl. -0.707 in -0.262 -0.707 -0.707 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in f 1 Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Li Reaction @i Left 5.16 1.91 5.16 5.16 k Reaction @ Rt 5.16 1.91 5.16 5.16 k r1 Fa calc'd per Eq. E2-1, K*Ur < Cc u I Beam Passes Table 135.1, Fb per Eq. F1-1, Fb = 0.66 Fy Section Properties W14X22 r l Depth 13.740 in Weight 22.04 #/ft r-xx 5.537 in u Width 5.00Oin I-xx 199.00 in4 r-yy 1.039 in Web Thick 0.230 in I -YY 7.00 in4 Rt 1.250 in Flange Thickness 0.335 in S-xx 28.967 in3 ri Area 6.49 in2 S -YY 2.800 in3 LI r- I I U n L_j User: KW -0604012, Ver 5.6.1, 25 -Oct -2002 (c)1983-2002 ENERCALC Engineering Software Description garage doors Title: Russell Residence-Andover,MA Job # Dsgnr: Dov Kirsztajn P.E. Date: 4:52PM, 27 JUL 03 Description : Scope: General Timber Beam Page 1 c: \ec55\ru sse I I. ecw: Ca I c u l a ti o n s General Information Full Length Uniform Loads Calculations are designed to 1997 NDS and 1997 UBC Requirements 3-2x12 Section Name_ Center Span 10.00ft .....Lu 0.00 ft Beam Width 4.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir -South, No.2 Right Cantilever DL #/ft LL #/ft Fb Base Allow 825.0 psi Load Dur. Factor 1.250 Fv Allow 90.0 psi Beam End Fixity Pin -Pin Fc Allow 520.0 psi E 1,200.0 ksi C Full Length Uniform Loads C Center DL 275.00 #/ft LL 390.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 10.00ft, Beam Width = 4.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0926 : 1 C Maximum Moment 8.3 k -ft Maximum Shear * 1.5 4.1 k Allowable 9.0 k -ft Allowable 5.7 k Max. Positive Moment 8.31 k -ft at 5.000 ft Shear: @ Left 3.32 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 3.32 k C Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.145 in Max. M allow 8.97 Reactions... @ Right 0.000 in C fb 1,050.86 psi tv 80.39 psi Left DL 1.37 k Max 3.32 k Fb 1,134.38 psi Fv 112.50 psi Right DL 1.37 k Max 3.32 k Deflections C Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.097 in -0.234 in Deflection 0.000 in 0.000 in ...Location 5.000 ft 5.000 ft ...Length/Deft 0.0 0.0 C ...Length/Deft 1,242.6 Camber ( using 1.5 * D.L. Defl ) ... 513.88 Right Cantilever... Deflection 0.000 in 0.000 in @ Center 0.145 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in CStress Calcs Bending Analysis Ck 27.665Le 0.000 ft Sxx 94.922 in3 Area 50.625 in2 Cf 1.100 Rb 0.000 Cl 0.000 E Max Moment Sxx Req'd Allowable fb @ Center 8.31 k -ft 87.93 in3 1,134.38 psi @ Left Support 0.00 k -ft 0.00 in3 1,134.38 psi @ Right Support 0.00 k -ft 0.00 in3 1,134.38 psi C Shear Analysis @ Left Support @ Right Support Design Shear 4.07 k 4.07 k Area Required 36.176 in2 36.176 in2 Fv: Allowable 112.50 psi 112.50 psi C Bearing @ Supports Max. Left Reaction 3.32 k Bearing Length Req'd 1.421 in Max. Right Reaction 3.32 k Bearing Length Req'd 1.421 in C c User: KW -0604012, Ver 5.6.1, 25 -Oct -2002 (01983-2002 ENERCALC Engineering Software Description Title: Russell Residence-Andover,MA Job # Dsgnr: Dov Kirsztajn P.E. Date: 4:41 PM, 27 JUL 03 Description : Scope : General Timber Beam Page 1 c:\ec55\russell.ecw:Calculations General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name MicroLam: 5.25x11.25 Center Span 20.00 ft .....Lu 0.00 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Truss Joist - MacMillan, Microl-am 2.0E E Ends are Pin -Pin Fb Base Allow 2,925.0 psi Load Dur. Factor 1.250 Fv Allow 285.0 psi Beam End Fixity Pin -Pin Fc Allow 750.0 psi E 2,000.0 ksi Full Length Uniform Loads Center DL 150.00 #/ft LL 300.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft CSummary Beam DesignOK Span= 20.00ft, Beam Width = 5.250in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.667 : 1 C Maximum Moment 22.5 k -ft Maximum Shear " 1.5 6.2 k Allowable 33.7 k -ft Allowable 21.0 k Max. Positive Moment 22.50 k -ft at 10.000 ft Shear: @ Left 4.50 k Negative Moment 0.00 k -ft at 20.000 ft @ Right 4.50 k EMax. Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.650 in Max. M allow 33.74 Reactions... @ Right 0.000 in C fb 2,438.09 psi fv 104.23 psi Left DL 1.50 k Max 4.50 k Fb 3,656.25 psi Fv 356.25 psi Right DL 1.50 k Max 4.50 k Deflections C Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.433 in -1.300 in Deflection 0.000 in 0.000 in ...Location 10.000 ft 10.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 553.7 184.58 Right Cantilever... n Camber ( using 1.5 * D.L. Defl) ... Deflection 0.000 in 0.000 in @ Center 0.650 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in CStress Calcs Bending Analysis Ck 18.968 Le 0.000 ft Sxx 110.742 in3 Area 59.063 in2 Cf 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Read Allowable fb @ Center 22.50 k -ft 73.85 in3 3,656.25 psi @ Left Support 0.00 k -ft 0.00 in3 3,656.25 psi @ Right Support 0.00 k -ft 0.00 in3 3,656.25 psi Shear Analysis @ Left Support @ Right Support Design Shear 6.16 k 6.16 k Area Required 17.280 in2 17.280 in2 Fv: Allowable 356.25 psi 356.25 psi Bearing @ Supports Max. Left Reaction 4.50 k Bearing Length Req'd 1.143 in Max. Right Reaction 4.50 k Bearing Length Req'd 1.143 in r F u C User: KW -0604012, Ver 5.6.1, 25 -Oct -2002 (c)1983-2002 ENERCALC Engineering Software Description second floor beam Title: Russell Residence-Andover,MA Job # Dsgnr: Dov Kirsztajn P.E. Date: 4:39PM, 27 JUL 03 Description : Scope : General Timber Beam Page 1 c:\ec55\russell.ecw:Calculations General Information Length Uniform Loads Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name MicroLam: 3.5x11.26 Center Span 12.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 It Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Bending Analysis Truss Joist - MacMillan, MicroLam 2.0E E Left Cantilever DL Fb Base Allow 2,925.0 psi Load Dur. Factor 1.250 Fv Allow 285.0 psi Beam End Fixity Pin -Pin Fc Allow 750.0 psi #/ft LL E 2,000.0 ksi C Length Uniform Loads Total Load Lett Cantilever... -0.402 in Deflection 6.000 It ...Length/Deft 358.54 Right Cantilever... Deflection ...Length/Deft Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 CStress Calcs CFull Center DL 290.00 #/ft LL 425.00 #/ft Bending Analysis Left Cantilever DL #/ft LL #/ft Le 0.000 ft Sxx 73.828 in3 Area 39.375 in2 Right Cantilever DL #/ft LL #/ft Cl 0.000 CSummary C Max Moment Sxx Read Allowable fb Beam Design OK Span= 12.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin 42.24 in3 3,656.25 psi Max Stress Ratio 0.572 : 1 0.00 in3 3,656.25 psi @ Right Support Maximum Moment 12.9 k -ft Maximum Shear * 1.5 5.5 k Shear Analysis Allowable 22.5 k -ft Allowable 14.0 k 5.46 k Max. Positive Moment 12.87 k -ft at 6.000 ft Shear: @ Left 4.29 k 15.318 in2 Max. Negative Moment 0.00 k -ft at 0.000 ft Fv: Allowable @ Right 4.29 k Max @ Left Support 0.00 k -ft Bearing @ Supports Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft 4.29 k Bearing Length Req'd @ Center 0.244 in Max. M allow 22.49Reactions.., Bearing Length Req'd 1.634 in @ Right 0.000 in Cfb 2,091.88 psi fv 138.59 psi Left DL 1.74 k Max 4.29 k Fb 3,656.25 psi Fv 356.25 psi Right DL 1.74 k Max 4.29 k Deflections C Center Span... Dead Load Deflection -0.163 in Location 6.000 ft Length/Defl 884.0 Camber ( using 1.6 * D.L. Defl ) ... @ Center 0.244 in @ Left 0.000 in @ Right 0.000 in Total Load Lett Cantilever... -0.402 in Deflection 6.000 It ...Length/Deft 358.54 Right Cantilever... Deflection ...Length/Deft Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 CStress Calcs Bending Analysis Ck 18.968 Le 0.000 ft Sxx 73.828 in3 Area 39.375 in2 Cf 1.000 Rb 0.000 Cl 0.000 C Max Moment Sxx Read Allowable fb @ Center 12.87 k -ft 42.24 in3 3,656.25 psi @ Left Support 0.00 k -ft 0.00 in3 3,656.25 psi @ Right Support 0.00 k -ft 0.00 in3 3,656.25 psi C Shear Analysis @ Left Support @ Right Support Design Shear 5.46 k 5.46 k Area Required 15.318 in2 15.318 in2 Fv: Allowable 356.25 psi 356.25 psi C Bearing @ Supports Max. Left Reaction 4.29 k Bearing Length Req'd 1.634 in Max. Right Reaction 4.29 k Bearing Length Req'd 1.634 in C C C F LJ User: KW -0604012, Ver 5.6.1, 25 -Oct -2002 (c)1983-2002 ENERCALC Engineering Software Description roof Title: Russell Residence-Andover,MA Job # Dsgnr: Dov Kirsztajn P.E. Date: 4:38PM, 27 JUL 03 Description : Scope : General Timber Beam Page 1 c:\ec55\russell.ecw:Calculations General Information Full Length Uniform Loads Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name MicroLam: 5.25x11.25 Center Span 20.00 ft .....Lu 0.00 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 It Member Type Truss Joist - MacMillan, MicroLam 2.0E E 10.000 It Left Cantilever DL Fb Base Allow 2,925.0 psi Load Dur. Factor 1.250 Fv Allow 285.0 psi Beam End Fixity Pin -Pin Fc Allow 750.0 psi #/ft LL E 2,000.0 ksi C Full Length Uniform Loads Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection Center DL 86.00 #/ft LL 173.00 #/ft ...Location 10.000 It Left Cantilever DL #/ft LL #/ft ...Length/Deft Camber ( using 1.5 * 965.8 D.L. DO) ... 320.69 Right Cantilever... Deflection Right Cantilever DL #/ft LL #/ft 0.373 in ...Length/Defl �i Summary @ Left 0.000 in Beam Design OK u s @ Right 0.000 in n Span= 20.00ft, Beam Width = 5.250in x Depth = 11.25in, Ends are Pin -Pin n Max Stress Ratio 0.384 : 1 L Maximum Moment 12.9 k -ft Maximum Shear* 1.5 3.5 k Allowable 33.7 k -ft Sxx 110.742 in3 Area Allowable 21.0 k Cf 1.000 Max. Positive Moment 12.95 k -ft at 10.000 ft Shear: @ Left 2.59 k Max Moment Max. Negative Moment 0.00 k -ft at 20.000 ft `--� @ Right 2.59 k 42.50 in3 Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in 3,656.25 psi Max @ Right Support 0.00 k -ft Right Support 0.00 k -ft @ Center 0.373 in Max. M allow 33.74Reactions... @ Right Support @ Right 0.000 in f-1 Design Shear 3.54 k 3.54 k Area Required fb 1,403.26 psi fv 59.99 psi Left DL 0.86 k Max 2.59 k V Fb 3,656.25 psi Fv 356.25 psi Right DL 0.86 k Max 2.59 k Deflections Max. Left Reaction 2.59 k Bearing Length Req'd C Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.248 in -0.748 in Deflection 0.000 in 0.000 in ...Location 10.000 It 10.000 It ...Length/Deft 0.0 0.0 C ...Length/Deft Camber ( using 1.5 * 965.8 D.L. DO) ... 320.69 Right Cantilever... Deflection 0.000 in 0.000 in @ Center 0.373 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in n E Stress Calcs u Bending Analysis Ck 18.968 Le 0.000 ft Sxx 110.742 in3 Area 59.063 in2 �1 Cf 1.000 Rb 0.000 Cl 0.000 k Max Moment Sxx Read Allowable fb `--� @ Center 12.95 k -ft 42.50 in3 3,656.25 psi @ Left Support 0.00 k -ft 0.00 in3 3,656.25 psi Right Support 0.00 k -ft 0.00 in3 3,656.25 psi E@ Shear Analysis @ Left Support @ Right Support Design Shear 3.54 k 3.54 k Area Required 9.946 in2 9.946 in2 Fv: Allowable 356.25 psi 356.25 psi C Bearing @ Supports Max. Left Reaction 2.59 k Bearing Length Req'd 0.658 in Max. Right Reaction 2.59 k Bearing Length Req'd 0.658 in E C Title: Russell Residence-Andover,MA Job # L, Dsgnr: Dov Kirsztajn P.E. Date: 4:36PM, 27 JUL 03 Description Scope Rev: 560100 Page 1 User: KW -0604012, Ver 5.6.1, 25 -Oct -2002 Timber Beam & Joist C (c)1983-2002 c \ec55 ENERCALC Engineering Software kusselLecw Calculations Description First floor framing n L' Timber Member information 270.00 1,620.00 1,890.00 270.00 1,620.00 1,890.00 Calculations are designed to 1997 NDS and 1997 UBC Requirements Deflections Ratio OK Deflection OK Deflection OK B1 B2 -0.159 70.270 -0.019 Timber Section L/Defl Ratio Microl-am: Microl-am: 2-2x12 Center LL Dell in L/Defl Ratio Beam Width in 5.250 3.500 3.000 C Beam Depth in 16.000 14.000 11.250 L/Defl Ratio Le: Unbraced Length ft 0.00 0.00 0.00 Timber Grade russ Joist - MacMil 'russ Joist - MacMil Douglas Fir - Larch, Notes Fb - Basic Allow psi 2,925.0 2,925.0 875.0 Fv - Basic Allow psi 285.0 285.0 85.0 C Elastic Modulus ksi 2,000.0 2,000.0 1,300.0 Load Duration Factor When 7" < beam depth - 14.3", Le = 1.62 * Lu + 3d 1.000 1.000 1.000 Member Type Manuf/Pine Manuf/Pine Sawn Repetitive Status No No No I Center Span Data Span ft 20.00 20.00 9.00 Dead Load #/ft 158.00 120.00 60.00 u Live Load #/ft 420.00 320.00 360.00 Results Ratio = 0.5293 0.7894 0.9216 Mmax @ Center in -k 346.80 264.00 51.03 C @ X = ft 10.00 10.00 4.50 fb : Actual psi 1,548.2 2,309.0 806.4 Fb : Allowable psi 2,925.0 2,925.0 875.0 n Bending OK Bending OK Bending OK fv : Actual psi 90.0 119.6 66.5 Fv : Allowable psi 285.0 285.0 85.0 Shear OK Shear OK Shear OK n L' Reactions @ Left End DL lbs 1,580.00 1,200.00 LL lbs 4,200.00 3,200.00 Max. DL+LL lbs 5,780.00 4,400.00 @ Right End DL lbs 1,580.00 1,200.00 LL lbs 4,200.00 3,200.00 Max. DL+LL lbs 5,780.00 4,400.00 270.00 1,620.00 1,890.00 270.00 1,620.00 1,890.00 Deflections Ratio OK Deflection OK Deflection OK LJ Center 7 DOin -0.159 70.270 -0.019 L/Defl Ratio 1,512.3 889.3 5,642.5 Center LL Dell in L/Defl Ratio -0.422 -0.720 568.9 333.5 -0.115 940.4 Center Total Defl in -0.581 -0.990 -0.134 Location ft 10.000 10.000 4.500 L/Defl Ratio 413.4 242.5 806.1 -t r Notes u Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2 -Apr -1999 Allowable stress databases have been updated to 1997 NDS & 1997 UBS values on 2 -Apr -1999 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select", "No.1 ", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" n When beam depth - T', Le = 2.06 * Lu When 7" < beam depth - 14.3", Le = 1.62 * Lu + 3d When beam depth > 14.3", Le = 1.84 * Lu n C c Title: Russell Residence-Andover,MA Job # Dsgnr: Dov Kirsztajn P.E. Date: 4:35PM, 27 JUL 03 Description EScope: Rev: 560100 User: KW -06040,2, Ver 5.6.1, 25 -act -2002 Timber Column Design Page 1 (c)1983-2002 ENERCALC Engineering Software a\ec55\russelLecw:Calculations Description post supporting beam above garage �I General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Wood Section 2-2x6 Total Column Height 12.00 ft Le XX for Axial 5.00 ft Rectangular Column Load Duration Factor 1.00 Le YY for Axial 5.00 ft Column Depth 5.50 in Fc 550.00 psi Lu XX for Bending 5.00 ft C Width 3.00 in Fb 800.00 psi Sawn E - Elastic Modulus 1,400 ksi Douglas Fir - Larch, DenseNo.2 n Loads Dead Load Live Load Short Term Load Axial Load 1,870.00 lbs 5,120.00 lbs 0.00 lbs C Eccentricity 0.000in Summary Column OK CUsing : 2-2x6, Width= 3.00in, Depth= 5.50in, Total Column Ht= 12.00ft DL + LL DL + LL + ST DL + ST fc : Compression 423.64 psi 423.64 psi 113.33 psi CFc: Allowable 509.14 psi 509.14 psi 509.14 psi fbx : Flexural 0.00 psi 0.00 psi 0.00 psi F'bx: Allowable 1,033.15 psi 1,033.15 psi 1,033.15 psi CInteraction Value 0.8321 0.8321 0.2226 Stress Details �I Fc: X -X 582.01 psi For Bending Stress Caics... Fc: Y -Y 509.14 psi Max k*Lu / d 50.00 F'c : Allowable 509.14 psi Actual k*Lu/d 33.85 F'c:Allow * Load Dur Factor 509.14 psi Min. Allow k*Lu / d 11.00 Ci F'bx 1,033.15 psi Cf: Bending 1.300 F'bx * Load Duration Factor 1,033.15 psi Rb : (Le d / b^2) ^.5 8.336 For Axial Stress Calcs... C Cf : Axial 1.100 Axial X -X k Lu / d 10.91 Axial Y -Y k Lu / d 20.00 Notes Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2 -Apr -1999 Allowable stress databases have been updated to 1997 NDS & 1997 UBS values on 2 -Apr -1999 C To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select", "No.1 ", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" C When beam depth - 7", Le = 2.06 * Lu When 7" < beam depth <= 14.3" , Le = 1.62 * Lu + 3d When beam depth > 14.3", Le = 1.84 * Lu C c rTitle: Reactions n @ Left End DL lbs 2,232.00 847.37 433.33 Russell Residence-Andover,MA 1,384.00 Job # 1--+ LL lbs 4,455.00 1,657.89 846.67 990.00 2,760.00 948.75 Dsgnr: Dov Kirsztajn P. E. Date: 4:34PM, 27 JUL 03 4,144.00 1,424.50 @ Right End DL lbs 2,232.00 1,452.63 866.67 498.00 Description 475.75 C E 990.00 2,760.00 948.75 Scope 1,488.00 4,144.00 1,424.50 Rev: 560100 User: KW -0604012, Ver 5.6.1, 25 -Oct -2002 Timber Beam & Joist Deflection OK Page 1 C (c)1983-2002 ENERCALC Engineering Software uwmmr+nr -0.093 e c:\ec55\russell.ecw:Calculations UDefl Ratio 885.4 1,057.5 1,840.7 Description roof beams 3,442.4 Center LL Defl in -0.487 -0.422 -0.076 -0.185 -0.408 -0.038 UDefl Ratio 443.6 540.5 942.1 777.3 470.2 1,726.2 17 Center Total Defl in -0.731 -0.637 -0.116 Timber Member Information -0.613 Calculations are designed to 1997 NDS and 1997 UBC Requirements Location ft 9.000 10.184 3.264 6.000 B1 B2 B3 B4 B5 517.1 313.2 Timber Section C Microl-am: Microl-am: MicroLam: 3-2x10 Microl-am: 3-2x8 Section databases have been updated as of 2 -Apr -1999 Beam Width in 5.250 5.250 3.500 4.500 5.250 4.500 `F Beam Depth in 14.000 14.000 7.250 9.250 11.250 7.250 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 0.00 0.00 Timber Grade russ Joist - MacMil 'runs Joist - MacMilTruss Joist - MacMil Southern Pine, No.3 Truss Joist - MacMil Hem Fir, No.2 When beam depth > 143', Le = 1.84. Lu Fb - Basic Allow psi 2,925.0 2,925.0 2,925.0 850.0 2,925.0 850.0 Fv - Basic Allow psi 285.0 285.0 285.0 90.0 285.0 75.0 Elastic Modulus ksi 2,000.0 2,000.0 2,000.0 1,400.0 2,000.0 1,300.0 Load Duration Factor 1.000 1.000 1.000 1.000 1.000 1.000 Member Type Manuf/Pine Manuf/Pine Manuf/Pine Sawn Manuf/Pine Sawn Repetitive Status No No No No No No u Center span Data Span ft 18.00 19.00 6.00 12.00 16.00 5.50 Dead Load #/ft 248.00 83.00 173.00 173.00 C Live Load #/ft 495.00 165.00 345.00 345.00 Point #1 DL lbs 2,300.00 1,300.00 LL lbs 4,500.00 2,540.00 C @ X ftj 12.000 4.000 Results Ratio = 0.7198 0.7183 0.6823 0.9821 0.6141 0.6846 Mmax @ Center in -k 361.10 360.35 61.19 53.57 198.91 23.50 @ X = ft 9.00 12.01 4.01 6.00 8.00 2.75 E fb:Actual psi 2,105.5 2,101.1 1,995.8 834.8 1,796.2 596.2 Fb : Allowable psi 2,925.0 2,925.0 2,925.0 850.0 2,925.0 1,105.0 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 119.0 87.6 151.3 46.8 93.5 51.3 Fv : Allowable psi 285.0 285.0 285.0 90.0 285.0 75.0 LJ Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions n @ Left End DL lbs 2,232.00 847.37 433.33 498.00 1,384.00 475.75 1--+ LL lbs 4,455.00 1,657.89 846.67 990.00 2,760.00 948.75 Max. DL+LL lbs 6,687.00 2,505.26 1,280.00 1,488.00 4,144.00 1,424.50 @ Right End DL lbs 2,232.00 1,452.63 866.67 498.00 1,384.00 475.75 C LL lbs 4,455.00 2,842.11 1,693.33 990.00 2,760.00 948.75 Max. DL+LL lbs 6,687.00 4,294.74 2,560.00 1,488.00 4,144.00 1,424.50 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK C Center DL Defl in -0.244 -0.216 -0.039 -0.093 -0.205 -0.019 UDefl Ratio 885.4 1,057.5 1,840.7 1,545.2 937.7 3,442.4 Center LL Defl in -0.487 -0.422 -0.076 -0.185 -0.408 -0.038 UDefl Ratio 443.6 540.5 942.1 777.3 470.2 1,726.2 17 Center Total Defl in -0.731 -0.637 -0.116 -0.278 -0.613 -0.057 Location ft 9.000 10.184 3.264 6.000 8.000 2.750 LJ UDefl Ratio 295.5 357.7 623.2 517.1 313.2 1,149.7 C Notes Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2 -Apr -1999 Allowable stress databases have been updated to 1997 NDS & 1997 UBS values on 2 -Apr -1999 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select", "No.1 ", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When beam depth <= T', Le = 2.06' Lu When 7" < beam depth - 14.3', Le = 1.62' Lu + 3d When beam depth > 143', Le = 1.84. Lu lv User: KW -0604012, Ver 5.6.1, 25 -Oct -2002 (c)1983-2002 ENERCALC Engineering Software Description second floor framing Title: Russell Residence-Andover,MA Job # Dsgnr: Dov Kirsztajn P.E. Date: 4:32PM, 27 JUL 03 Description Scope Timber Beam & Joist Page 1 c:\ec55\russell.ecw:Calcu lations Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Joist at balcon Timber Section 2-2x8 Beam Width in 3.000 Beam Depth in 7.250 Le: Unbraced Length ft 0.00 Timber Grade ouglas Fir -South, N Fb - Basic Allow psi 825.0 Fv - Basic Allow psi 85.0 Elastic Modulus ksi 1,000.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No Center Span Data Span ft 6.00 Dead Load #/ft 13.00 Live Load #/ft 40.00 Cantilever span Span ft 6.00 Uniform Dead Load #/ft 13.00 Uniform Live Load #/ft 80.00 Results Ratio = 0.7721 Mmax @ Center in -k 1.63 @ X = ft 2.26 Mmax @ Cantilever in -k -20.09 fb : Actual psi 764.3 Fb : Allowable psi 990.0 Bending OK fv : Actual psi 34.6 Fv : Allowable psi 85.0 Shear OK Reactions @ Left End DL lbs 0.00 LL lbs -120.00 Max. DL+LL lbs -120.00 @ Right End DL lbs 156.00 LL lbs 840.00 Max. DL+LL lbs 996.00 Deflections Ratio OK Center DL Defl in 0.006 UDefl Ratio 11,968.3 Center LL Defl in 0.049 UDefl Ratio 1,484.0 Center Total Defl in 0.055 Location ft 3.600 UDefl Ratio 1,320.9 Cantilever DL Defl in -0.077 Cantilever LL Defl in -0.510 Total Cant. Defl in -0.587 UDefl Ratio 245.5 c r L -j n i L Title: Russell Residence-Andover,MA Job # Dsgnr: Date: 4:29PM, 27 JUL 03 Description : Scope: Rev: 560100 Page 1 User: KW -0609012, Ver 5.6.1, 25.0ct-2002 Timber Beam & Joist (c)1983-2002 ENERCALC Engineering Software caec551russell.ecw Calculations Description attic framing Timber Member information Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Section 2x8 2x10 Beam Width in 1.500 1.500 Beam Depth in 7.250 9.250 Le: Unbraced Length ft 0.00 0.00 Timber Grade Hem Fir, No.2 Hem Fir, No.2 Fb - Basic Allow psi 850.0 850.0 Fv - Basic Allow psi 75.0 75.0 Elastic Modulus ksi 1,300.0 1,300.0 Load Duration Factor 1.000 1.000 Member Type Sawn Sawn Repetitive Status No No Center Span Data Span ft 14.00 20.00 Dead Load #/ft 13.00 10.00 Live Load #/ft 27.00 20.00 Results Ratio = 0.8774 0.9000 Mmax @ Center in -k 11.76 18.00 @ X = ft 7.00 10.00 fb : Actual psi 894.9 841.5 Fb : Allowable psi 1,020.0 935.0 Bending OK Bending OK fv : Actual psi 35.5 30.1 Fv : Allowable psi 75.0 75.0 Shear OK Shear OK F,II Reactions L� @ Left End DL lbs 91.00 100.00 LL Itis 189.00 200.00 n Max. DL+LL lbs 280.00 300.00 III • @ Right End DL lbs 91.00 100.00 L LL Itis 189.00 200.00 Max. DL+LL lbs 280.00 300.00 E Deflections Ratio OK Deflection OK Center DL Defl in -0.181 -0.280 UDefl Ratio 925.9 857.4 C Center LL Defl in -0.377 -0.560 L/Defl Ratio 445.8 428.7 Center Total Defl in -0.558 -0.840 Location ft 7.000 10.000 L/Defl Ratio 300.9 285.8 E Notes Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2 -Apr -1999 C Allowable stress databases have been updated to 1997 NDS 8r 1997 UBS values on 2 -Apr -1999 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select", "No.1 ", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When beam depth - 7", Le = 2.06 * Lu When 7" < beam depth - 14.3" , Le = 1.62 * Lu + 3d When beam depth > 14.3", Le = 1.84 * Lu F, , L-1 C a� O FO O 5 ca CD y O L CD C O CD cacc ZC y O C3 .7 CA C O cc y 0 L O V co C. CIO C O CM C O C D � COO m CD CD — y.r O Cm L a cma c cc -500 c CD Z CD C. COD C LU w LU U) W W 19 W U) O � OFA W aG d _c w v c� 9 w w , w aboa o rz c w W 'o u: ch "a w C7 ' o o4 c w w m� o z cn q ° cn O 5 ca CD y O L CD C O CD cacc ZC y O C3 .7 CA C O cc y 0 L O V co C. CIO C O CM C O C D � COO m CD CD — y.r O Cm L a cma c cc -500 c CD Z CD C. COD C LU w LU U) W W 19 W U) L 05 E ►6 6 O 0 W fr fr W U) d� J a 0o O a 0 Q o as u L w° ,7. CO O � Ca w2 is w U a�' id w w rWa W U S U) w p v� a�' `° P. w d W w C rA cin o o v) 6 O 0 W fr fr W U) d� J O Q c ea y (ni d0 •m�M . M. 2 cel: a: o 9j, CD.00 :; cn E Lam: Cl a w �. • � m T Qm� a — : C4`co vs cm CD •• C O NL LL. E y v = �: ac.2 o I.: IID 1= OI n l3• �O �' dCt m ; ^^ m p f Y; Ci yZ ` _ �o N CM o amc 'c Q oc=:, N y0„ y O m CO) W O= r0+ _ Z D •Ny, r.. C O .0 at Z 34— m .y 0O V c Q COD a O.5 O0 M La = O x eyo = � CL*- 6 O 0 W fr fr W U) The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Please Print Name: %��✓�Y�S .S'</L `///// Location: CG 'S' 47z- e - City 4/4 Phone # I am a fionieowner performing all work myself. I am a sole proprietor and have no one working in any capacity q�6 37.- YJT7 1 am an employer providing workers' compensation for my employees working on this job. Cominany name: P /j _ S GILL Address..� S,I%/%�a49 r city: /Li�d" y Phone# Insurance. Co. Policy # Comggnv name: Address City: Phone* Insurance Co. Policv # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties cf.afine up to $1.500.00 arxifor one years' imprisonmentas weltas_ctbl peoalbesAosheSkn-faBTDPYJDRK ORDER..and_afine4_(.SiMW)Bjdayagaio lmw I understand that a copy of this statement meq be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby cerffy under the pains andena/tees ofperjury that the Wwmatiarr provided above is titre and correct. Signature Print C/ Official use only do not write in this area to be completed by city or town official - U '57 City or Town _ Permit icensing Building Dept OCheck Y immediate response is required Licensing Board p Selectman's Office Contact person: Phone A- E] Health Department Ei Other ✓l're Lamrmzanwcaltit a�✓,�%aasacs��.�aelra BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 006989 Birthdate: 01/30/1955 Expires: 01/30/2004 Tr. no: 15648 Restricted: 00 DENNIS SULLIVAN 29 ASHWOOD AVE.,,' { WILMINGTON, MA 01887 Administrator TOWN OF NORTH ANDOVER AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application MGL c. 142 A requires that the "reconstruction, alteration, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units ... or to structures which are adjacent to such residence or building" be done by registered contractors, with certain exception, along with other requirements. Type of Work: Address of W Owner Name: Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s) Work excluded by law ,Job under $1,000 Building not owner -occupied Owner pulling own permit Other (specify) Notice is hereby given that: Cost For office Use Only Pemit No. Date OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FIND LINER MGL c. 142A. Signed under penalties of perjury: I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR: Notwithstanding the above notice, I hereby apply for a permit as the owner of the above property: Date Owner Name Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release Id Data filename: K:\Russell\russell.rck CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 07/25/03 DATE OF PLANS: 04-17-03 PROJECT DESCRIPTION: Russell Residence North Andover, MA DESIGNER/CONTRACTOR: The MZO Architectural Group 92 Montvale Avenue Suite 2400 Stoneham, MA 02180 COMPLIANCE: Passes Maximum UA = 1526 Your Home UA = 1520 0.4% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 4611 30.0 0.0 161 Skylight 1: Metal Frame:Double Pane with Low -E 9 0.400 4 Wall 1: Wood Frame, 16" o.c. 6045 19.0 0.0 234 Window 1: Wood Frame:Double Pane with Low -E 526 0.350 184 Window 2: Wood Frame:Double Pane with Low -E 1044 0.370 386 Window 3: Wood Frame:Double Pane with Low -E 307 0.310 95 Door 1: Glass 268 0.340 91 Basement Wall 1: Solid Concrete or Masonry 1043 13.0 0.0 65 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 9.0' Basement Wall 2: Solid Concrete or Masonry 178 13.0 0.0 13 Wall height: 7.5' Depth below grade: 4.0' Insulation depth: 7.5' Basement Wall 3: Solid Concrete or Masonry 213 13.0 0.0 15 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' Floor 1: Slab-On-Grade:Unheated 325 10.0 222 Insulation depth: 6.0' Floor 2: All -Wood Joist/Truss:Over Unconditioned Space 1070 19.0 0.0 50 Boiler 1: Gas -Fired Steam, 90 AFUE Air Conditioner 1: Electric Central Air, 10 SEER 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 designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release I (formerly MECchec� and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780 MR 1310 and J4.4. Builder/Designer,'-i;/�' Date 0-7- -2 9-01 11 I Board of Building Itegulatiotis and Standards HOME, IMPROVEMENT CONTRACTOR Registration: 105931 "Type, DBA HURLEY CONStRUCT16N' Thiomas Hurley 5 Salem St N. Reading, MA 0186 North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is-that..the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11,S150A.. The debris will be disposed of in: .YYiG�o ox Y 4&AD /IG A.4- (Location of Facility) 6 le e7 Signature of Permit Applicant "ate (VOTE: Demolition permit from the Town of North Andover must be obtained for this project through. the Office of the Building Inspector . .T ACOR PRODUCER INSURED A & K Fowler Insurance Agency 200 Park Street North Reading, MA 01864 Contemporary Builders Inc. CBI Dunstable LLC 200 Park St. N. Reading, MA 01864 .................... .r. -.w DATE (MMIDD/YY) ................... .................................................:................................... . 11/13/02 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A Zurich Insurance Co. COMPANY B Travelers Insurance Co. COMPANY C Liberty Mutual Ins. Co. COMPANY D 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. LTR TYPE OF INSURANCE I POLICY NUMBER POLICY EFFECTIE I DATE (MM/DDIYY) POLICY) (MM/DD/YY)N I LIMITS DESCRIPTION OF OPERATIONS/LOCATIONSfVEHICLES/SPECIAL ITEMS Insurance Verification - Lot 3 Sail Way Town of North Andover North Andover, MA 01845 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Lisa A. Daly, CISR GENERAL LIABILITY GENERAL AGGREGATE $ 600,000 PRODUCTS - COMP/OPAGG $ 600,000 A X COMMERCIAL GENERAL LIABILITY SCP30342902 10/22/01 10/22/02 EACH ACCIDENT $ CLAIMS MADE OCCUR AGGREGATE $ EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM PERSONAL& ADV INJURY $ 300,000 EACH OCCURRENCE $ 300,000 EACH OCCURRENCE $ OWNER'S& CONTRACTOR'S PROT $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY THE PROPRIETOR/ INCL PARTNERS/EXECUTIVE OFFICERS ARE: EXCL FIRE DAMAGE (Any onefire) $ 50,000 7/25/02 7/19/03 WC STATU- OH - TORY LIMITS ER EL EACH ACCIDENT $ 1,000,000 EL DISEASE -POLICY LIMIT $ 1,000,000 EL DISEASE - EA EMPLOYEE $ 1,000,000 MED EXP (Any one person) $ 10,000 AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ BODILY INJURY $ 250,000 (Per person) B X ALL OWNED AUTOS SCHEDULED AUTOS I810971KB980 1/27/02 1/27/03 BODILY INJURY (Per accident) $ 500 HIRED AUTOS NON -OWNED AUTOS DESCRIPTION OF OPERATIONS/LOCATIONSfVEHICLES/SPECIAL ITEMS Insurance Verification - Lot 3 Sail Way Town of North Andover North Andover, MA 01845 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Lisa A. Daly, CISR PROPERTY DAMAGE $ 100,000 GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM EACH OCCURRENCE $ AGGREGATE $ $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY THE PROPRIETOR/ INCL PARTNERS/EXECUTIVE OFFICERS ARE: EXCL WC131S315646 7/25/02 7/19/03 WC STATU- OH - TORY LIMITS ER EL EACH ACCIDENT $ 1,000,000 EL DISEASE -POLICY LIMIT $ 1,000,000 EL DISEASE - EA EMPLOYEE $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSfVEHICLES/SPECIAL ITEMS Insurance Verification - Lot 3 Sail Way Town of North Andover North Andover, MA 01845 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Lisa A. Daly, CISR Location f,,,>1 -3 4 8a S:� I -- LPA, f No. `Q 43a F Y 3 Date S o 0 3 NORTH TOWN OF NORTH ANDOVER H ♦• • ; , Certificate of Occupancy $ CIR •b+ _ ... Building/Frame Permit Fee $ 1:3/ Foundation Permit Fee $ Other Permit Fee TOTAL Check # � p 9 (o R 6 6 6j' Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVAT OR DEMOLISH A ONE OR TWO FAMILY DWELLING �Y y x BUILDING PEWT NUMBER:�c �y DATE ISSUED: e O ©y F'/ Ur t lo 3 (tn4A1Zr) SIGNATURE: 144 N Building Commissionerff for of Buildings Date SECTION 1- SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number:: C01 3 g f V/ d�.3 C2 ao Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: catm! Com-' a4_iz- 70d Zonis District Proposed Use Lot s Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard R red Provide Required Provided Re fired Provided (5 Vva 4- 3C) 3c�, 30 �So 1.7 Water Supply M.G.L.C.40. § 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System ❑ SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT Historic District: Yes No _ LL 2.1 Owner of Record r-p&jL RM4 Af�e (Print) Address for Service 118 Lf r) Signature Telephone 2.2 Owner of Record: Name Print Address for Service: Signature Telephone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ ��NNIS Licen—ed Construction Supervisor: License Number Address alo C-/ 4J 1/ 11aaO rrYt-- AW -411W677 Expiratfon Date Signature Telephone 3.2 gtstered Home Improvement Contractor Not Applicable ❑ Company Name aG, 4 -Sm tdye � J / Registration Number Address (( ( -3 o 0 C Expiration ate a e Telephone SECTION 4 - WORKERS COMPENSATION (M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will in the denial of the issuance of the building permit. Signed affidavit Attached Yes .......❑ No ....... ❑ SECTION 5 Description of Proposed Work check au applicable) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: C s`t r u c� r v ti o f S I n� q l •e �k LA -1 414P) t, I SF.CT10N 6 _ FCTTMATFn CONCTR1Tf T1nN Vn4ZTC 1 Item Estimated Cost (Dollar) to beO]R Completed by permit applicant IALusE� NLN 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction ` 3 Plumbing Building Permit fee (a) X (n) 31 4 Mechanical HVAC 5 Fire Protection 6 Total (1+2+3+4+5) Q 5 — Check Number SEC 110N 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I> as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief Print Name Signature of Owner/Aent Date NO. OF STORIES SIZE ® d BASEMENT OR SLAB rb r.S.V we --.a SIZE OF FLOOR TUVMERS `2—Y to 1 2 t 2 3 SPAN f 13110ENSIONS OF SILLS Z,/G P + tib l a DM ENSIONS OF POSTS -3, i t DIMENSIONS OF GIRDERS ti t Vat^ `r S HEIGHT OF FOUNDATION C9 r THICKNESS 1 0 SIZE OF FOOTING 110 X -7 o MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND q✓- v IS BUILDING CONNECTED TO NATURAL GAS LINE A e 5 I" r Date .........................7...-....1) ..........�" .7 -DC, TOWN OF NORTH ANDOVER p PERMIT FOR WIRING This certifies that /— f-7 ��eci .- ....... L .�. ................................................................. has permission to perform Aka °g .?' .........0 ....................................... ...... ....... T wiring in the building of..... S C .............................S...........C.0........................................ at .......... ��...... !�?i . :..... I .lJ4 �,/ ............. . North Andover, Mass. a �r �' //3 80 � Fee................... Lic.No............................................................................ ELECTRICAL INSPECTOR v Check # y ;�G) 11 r 144 -t\ - Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. �j� Z Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 9/05] (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: -7 6-16 7 City or Town of: A/dl-to� To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) b Owner or Tenant �,� Telephone No. Owner's Address S� Is this permit in conjunction with a building permit? Yes Purpose of Building ,� GZ� No ❑ (Check Appropriate Box) Utility Authorization No. `4 Existing Service Vvo Amps /'0 / -P—Oa Volts Overhead ❑ New Service Amps Number of Feeders and Ampacity Location and Nature of Girl, 4,M Volts Overhead ❑ Undgrd EE�— No. of Meters Undgrd ❑ No. of Meters Al. of Recessed Luminaires No. of Ceil.-Susp. (Paddle) Fans No. of Tota Transformers KVA No. of Luminaire Outlets No. of Hot Tubs Generators KVA No. of Luminaires Swimming Pool Above 1-1In- ❑ rnd. rnd. o. o Emergency Lighting Batter Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection an Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Disposers Heat Pum Totals Number Tons K No. oSelf-Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems: No. of Devices or Equivalent No. of Water KW Heaters o. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE Q— BOND ❑ OTHER ❑ (Specify:) I certify, under the pains and penalties of perjpry, that the information on this application is true and complete. FIRM NAME: I;roX7'/LIC. NO.: /�1-3xe-> Licensee: G— y � X-Tjn/ aj, Signature LIC. NO.:/, � (If applicable, enter "exempt" in the license number line.) . Bus. Tel. No.: ,603 99Jo1'SS73 Address: �P-a • X 2 19yyfAe6,1L4 6 N ,OK 63kl'T Alt. Tel. No.: *Security System Contractor License required for this work; if applicable, enter the license number here: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, 1 hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ C9FC l 2 - Cz -B6 m i 0IV 4005 c Ai 0 05/12/2006 15:07 9786407945 DEI SYSTEMS PAGE 02/02 SYSTEMS One Source Electrical, Fire Alorm & HVAC Conl'rol Systems Provider May 12, 2006 Mr. Peter Murphy Electrical Inspector 27 Charles Street North Andover, MA RE: Cancel Electrical Permit 80 Saile Way Dear Peter: DEI Systems has discovered that the owner and resident of 80 Saile Way, :Paul Russell, has contracted another electrical contractor to perform workin the house. At this time we can no longer uphold out liability for the electrical permit :regarding this location. DET. Systems LLC is .requesting this permit be canceled .immediately. Thank you for your help in resolving this matter. If you have any questions or require any additional information, please do not hesitate to contact me. Sincerely, SYSTEMS J Deb 1215 Main St. Tewkspary, Mi! 01876 (Ph) 978-640-92:5-0 (Fax) 978-610-7945 Cwww.Deisystems-ne.com 05/12/2006 15:07 9786407945 DEI SYSTEMS PAGE 01/02 SYSTEMS One Source Ele&ical, Fire Alarm & HVAC Control Systems Provider ATM Peter Murphy From: Jerry Delaney Fax: 978-688.9542 Pages: (2) including Fax Shoot Pbone: 97888-9545 Date: Friday, May 12, 2006 Re: Cancel Elech ical Permit Am, 80) Safle Way Bids Due: 13 urwt X For Ravlaw O Please Comment 0 Please Reply O Please Recycle OHi Peter, Attached is a letter requesting the cancellation of the electrical permit for 80 Sidle Way? Other electrical contractors have been working in this house. Any questions on anything please call. Or email Jdelanev({ gisystems-ne com Thanks Jerry J 44XSHR 1215 Main St Tewksbury, ltla 01876 (Ph) 9784W&9250 (Fix) 97"40-7%5 www.doisystems-ne.com 46 a �/oy/;;W4.0 T �\14rM \t lJ�t p"\ Ai`.�fM� f tv-j" VAL SO 4t�WS\A� �� ,t/'A. ted. �u i CAY, s N U P t- U 0 C o00 ZcV ocoo U L .p0 � ui O—> �r U O� > Jx h w p t -LL O > U w U N vJ JW >t QNa C SV3 LU g E LO m �r �Q m z z Ui ,Jn V G+/ � � �� � � Choc% �'I � � /'`' -,- Date.�)......../.......... J...... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ....r,.+.....................:.....:........'.............................................. has permission to perform ... ..1... ....... ............................................ wiring in the building of ............ 1� at ...:................ '..... %...................... ................ . North Andover, Mass. Fee ..... rl ?. �� ... �. Lic. No.�c! .'?: �. %....................�. �......1 .......................... r... BLECfR[CAL INSPECTOR Check # l C 4-3 4712 gXgi C09"0. A W01F bt WA(3MSEgTS Department offt 6fc Safety BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 APPLICATION FOR PERMIT TO All work to be performed in accordance with the Massachusetts (Please Print in ink or type all information) Town of North Andover The undersigned applies for a permit to perform the electrical work described belaw. Location (Street & Q Owner or Tenant ?Q V L - +3 Official Use Only Permit No. Occupancy & Fee Checked WORK dfCode 127 CMR 12:00 Date �a To the Inspe6tor ofWires: Owner's Address Is this permit in conjunction with a building permit Yes) No 0 (Check Appropriate Box) -r.D•R Purpose of Building �WeQ 4YAC Utility Authorization No. Existing Service Amps Wits Overhead 0 Undgmd 0 No. of Meters _ New Service 'O� Amps oils Overhead 0 UndgmcK No. of Meters Number of Feeders and Ampacity S S 1 - Location and Nature of Proposed Electrical Work. �1 OTHER: INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent Y NO t% have submi valid proof of same to the Office YES C% NO C, If you have checked YES please indicate the type of coverage by checking the appropriate box INSURANCE BOND C, OTHER C, (Please Specify) Estimated Value ofIectN I tl�[orkS o1yp 00 (Expiration Date) Work to Start -n I Inspection Date Resquested Rough_Tf#f Final Signed under i FIRM NAME Licensee %-J%.3 LIC. NO. 0 ,02j? D NO. Address 1501 YAO- tJ W Aft 1 EirJ� X103 W' -Ws. No. l 0.10 _ (' v Alt Tel. No. L � OWNER'S fNSURANCE WAIVER: I am aware that the Licensesjjoes not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws. And that my signature on this permit application waives this requirement. Owner Agent (Please Check one) Telephone No. PERMIT FEES a 0341,,- (Signature 3 <(Signature of Owner or Agent) — _ Total No. of Lighting Outlets No. of Hot fuse No. of Transformers INA Above 0 In 0 No. of Lighting Fixtures Swimming Pool gmd o gmd o Generators INA No. of Emergency Lighting No. of Receptacles Outlets No. of Oil Burners Battery Units No. of Switch Outlets No of Gas Burners FIRE ALARMS No. of Zone No. of Detection and Total No. of Ranges No of Air Cond Tons Initiating Devices Heat Total Total No. of Di sal . No. Pumps Tons KW No. of Sounding Devices No./ of Self Contained No. of Dishwashers Space/Area Heating KW Detection/Sounding Devices 0 Municipal 0 Other No. of Dryers Heating Devices KW Local Connection No. of No. of Low Voltage No. of Water Heaters KW Signs Bailases Wiring No. Hydro Massage Tuds No. of Motors Total HP OTHER: INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent Y NO t% have submi valid proof of same to the Office YES C% NO C, If you have checked YES please indicate the type of coverage by checking the appropriate box INSURANCE BOND C, OTHER C, (Please Specify) Estimated Value ofIectN I tl�[orkS o1yp 00 (Expiration Date) Work to Start -n I Inspection Date Resquested Rough_Tf#f Final Signed under i FIRM NAME Licensee %-J%.3 LIC. NO. 0 ,02j? D NO. Address 1501 YAO- tJ W Aft 1 EirJ� X103 W' -Ws. No. l 0.10 _ (' v Alt Tel. No. L � OWNER'S fNSURANCE WAIVER: I am aware that the Licensesjjoes not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws. And that my signature on this permit application waives this requirement. Owner Agent (Please Check one) Telephone No. PERMIT FEES a 0341,,- (Signature 3 <(Signature of Owner or Agent) Cod- 0/'L> i l�s b -� 41 PI" C C C f 3�„� , r P t� _ Date. %fJ................. uRrH TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION This certifies that .................. has permission for gas installation ...... in the buildings of.. ..1.f :`, t r at . f .!�! .� ... -R Mla............ North Andover, Mass. Fee ,�a L=.... Lic. No.. Viz. .... ....4)„ C l �2 , �, ...... GASINSPECTOR Check # � 6) s 1 4880 MASSACHUSEI'I'S (Type or print) NORTH ANDOVER, MASSA Building Locations Owner's Name New' 1 Renovation ❑ v Replacement ❑ FOR PFIUv I' TO DO GAS FI'FMG Date L 6 !•t —o `t Permit # LI k,0 v Amount $ 10 L ---- ('rAj L Plans Submitted ❑ (Print or type Check one: Certificate Installing Company Name (Ar S3 l b a W -r l, Corp. Address ���`�'' S� ❑ Partner. M 11.. . -� M ✓i Business Telephone6E-6-114011LCo. Name of Licensed Plumber or Gas Fitter S W AJ,.. t''� /' _S o ^ S INSURANCE COVERAGE Check one: I have a current liability Insurance polic or it, substantial equivalent. Yes ❑/ No ❑ If you have checked Les, please in ' ate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity ❑ Bond 0 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. IA.PPROVED (OFFICE USE ONLY) Signature of Licensed Plumber Or GFitter r7 Plumber H G . Fitter Lice�se Number aster ❑ Journeyman • • BASEMENT �����E!�����,������I��� �■ 1ST. FLOOR !2ND. FLOOR 16TH. FLOOR (Print or type Check one: Certificate Installing Company Name (Ar S3 l b a W -r l, Corp. Address ���`�'' S� ❑ Partner. M 11.. . -� M ✓i Business Telephone6E-6-114011LCo. Name of Licensed Plumber or Gas Fitter S W AJ,.. t''� /' _S o ^ S INSURANCE COVERAGE Check one: I have a current liability Insurance polic or it, substantial equivalent. Yes ❑/ No ❑ If you have checked Les, please in ' ate the type coverage by checking the appropriate box. Liability insurance policy Other type of indemnity ❑ Bond 0 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. IA.PPROVED (OFFICE USE ONLY) Signature of Licensed Plumber Or GFitter r7 Plumber H G . Fitter Lice�se Number aster ❑ Journeyman Date./l TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that ....( r.... !�.. �............ has permission to perform ... �.. . P.4! --C, ... ........ . plumbing in the buildings of .... u S. ................. at ...... G. S 17 (Y. ....... North Andover, Mass. Fee.70C ^. Lic. No.. /PLUMBING INSPEC OR Check # ;a.> L 6208 MASSACHUSETTS (Type or print) NORTH ANDOVER, MASSACHUSETTS Building A , \, e L,, /% --1 Owners Nai of TION FOR PERMIT TO DO PLUMBIN 9..JL ku New Renovation Replacement FIXTURES Date /a— /1 - o `! Permit # 2-6 Amount ?Dl , r.Jvt 1=Ar, ,L. Plans Submitted Yes No ❑ (Print or type) Check one: Certificate Installing Company Name PA i S S P� dt.�� (, ❑ Corp. Addresst-Jti-<O� �`� Partner. Business Telephone jr,-7-%) (Y� _ll L Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity Bond Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner F-1 Agent I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Mas achusetts State Plumbing Code and Chapter 142 of the General Laws. By: Signature of Licensea MITI Type of Plumbing Lic Title 'ay b 1 City/Town Mcense NumDer APPROVED(OFFICE USE ONLY ense Master � Journeyman ❑ 1. A -F '-1, 0 RJA 8- Y 9 AT .LAM' 2 3 1 0 it (.1 A.D W A. Y' 64-E`) I-I'UEN, rvl A If N.R 978-681-5!)04 7 0 -.7 9.4 - Y 1 11 FAC911tl1LRj'ltAN9MlT'rAL SHFE,jr FROM: FAljL M. RUSSELL, FSC ra COMPANY: 11BER! E) ATE:I'- Z 3- 2 954ez- _e�o HUMBER�LQ�LJ— . 'TOTAL NO. OF PAgAWCLUDING COVER: : Rl U RG El -o r U Mit jtVVlF-'w 1:1 PLEASE COMMENT 'Q PLkMi ROP . LY - 1:1 POWE IWO (A.4 1A4tcA1com* menti: l;Aj)IVAV, MI?y tj U 1& 1.1. I.I.A. U 19 4 4 zoo/100*d C119# auvMUG 9 'I'MMI'd 69tTT898L6 co:01 60OZIEZI(129 Paul M. Russell 6 Thomas Road Methuen, MA 01844 (978) 794-9139 (978) 479-6585 cell September 23, 2004 BY FAX (978) 688-9542 Mr. James Diozzi Town of North Andover Community Development & Services 27 Charles Street North Andover, MA 01845 RE: 80 Saile Way, North Andover, MA 01845 Dear Mr. Diozzi: It has become apparent that the plumber of record for the above -referenced property, ACI Plumbing, of North Andover, MA., has abandoned the job site. In an effort to complete the project and meet our time schedule, we have contracted the services of Parson Plumbing, of Methuen, MA. This letter should serve as notice that ACI Plumbing of North Andover, will no longer be working at the property. If you should have any questions or comments, please do not hesitate to contact me. Z00/Z00'd E119# very , ul M. ligAell, Homeowner MNU29 9 glassnu 69VTT899L6 6001 b00Z,EVd2s Date. � 4..�'. . TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING his certifies that "`.> : �t r: -'......... . nas permission to perform .... 11�_...7.,. Z). Plumbing in the buildings of ... at .. 1�k .. J -�?! . %�?.x ........ North -Andover, Mass. Fee,, -,.-I. ^ . Lic. No.......... C' :.1-- ......... ' PLUMBING INSPECTOR Check it r 2 ' v 5656 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) ° NORTH ANDOVER, MASSACHUSETTS Q �l Building Location Lo+f So SO Lrs Name b r Date Permit # 5Y3 6P 4 �cf Amount Type of Occupancy V , New M Renovation 1:1 Replacement 1:1 Plans Submitted Yes 1:1 No ❑ FXT11RES • (Print or type) Installing Company Name_ - r Address Lq ,4j. JqA- .� LkAA ,-- mo, O / ? `-C <- Check one: ❑ Corp. Partner. 0-Firm/Co Name of Licensed Plumber: ��L'- p 1;n L) CC LEA,., - Insurance C 1E1� Insurance Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity ❑ Bond Certificate I Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above threeinsurance Agent EF I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapte 142 of the General Laws. BY i a e�icense um erum er Title Type of Plumbing License City/Town icense 1Num5er Master ❑ Journeyman ❑ APPROVED (OFFICE USE ONLY Date - 2 : C:/.-�-.c).(, TOWN OF NORTH ANDOVER of � � •�� p PERMIT FOR PLUMBING This certifies that . .....1....... `............. . . • • • • • • .. . has permission to perform .. ice.....^.?-?... -'''P 4.�.. �• plumbing in the buildings of ..1 -.- `. 1 :'......... • . . at. �? .._.._- :..L..!. c ..�.-.'! ...... , North Andover, Mass. Feb, "r.... Lic. Nolc?J.XO . .....� PLUMBIN ,INSPECTOR Check d / �/ [/ %1143 R v MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, MASSACHUSETTS Building Location S ar, & &(� Date/ L )wners Name P(,C.C.� Permit # of Occupancy Amount CS—dt �h.�J New Q Renovation 1:1 Replacement 1:1 Plans Submitted Yes ❑ No E] (Print or type) n Installing Company Name (,(. Z M 30, usmess Check one: Certificate E] Corp. 13 Partner. Fi rm/Co. t Name of Licensed Plumber: Cz2�tic� Insurance Coveraee: Indicate the ty tnsurance coverage by checking theappropriate box: Liability insurance policy Other type of indemnity ❑ Bond ❑ Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature IOwner ❑ Agent ❑ I hereby certify that all of the details and information 1 have ted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and i allatio performed under Permit Issued for this application will be in compliance with all pertinent provisions of the ,Mass hu, tate P b' od Ch of the General Laws. By:3ig4awe- OT-C-1-c-ensecl 1,11111ILYMr Title Type of Plumbing License � City/Town �� APPROVED (OFFICE USE ONLY -cense um'T�'er Master Journeyman 1• • / -�-----.------M---------- • 1 -.----.-.----- mmmmmm MMMMM MM (Print or type) n Installing Company Name (,(. Z M 30, usmess Check one: Certificate E] Corp. 13 Partner. Fi rm/Co. t Name of Licensed Plumber: Cz2�tic� Insurance Coveraee: Indicate the ty tnsurance coverage by checking theappropriate box: Liability insurance policy Other type of indemnity ❑ Bond ❑ Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature IOwner ❑ Agent ❑ I hereby certify that all of the details and information 1 have ted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and i allatio performed under Permit Issued for this application will be in compliance with all pertinent provisions of the ,Mass hu, tate P b' od Ch of the General Laws. By:3ig4awe- OT-C-1-c-ensecl 1,11111ILYMr Title Type of Plumbing License � City/Town �� APPROVED (OFFICE USE ONLY -cense um'T�'er Master Journeyman w NO Z�j �/,- 7161 c D 6'\O' TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION J, I/ This certifies that . . . . . .." ��rj...�... ........ ....................... . has permission for gas installation ................ in the buildings of .......... ..................... at North Andover, Mass. Fee � . Lic. No'a ........ ......... GAS INSPECTOR Check #,-j '71 5667 MASSACHUSETTS UNIFORM APPUCATON FOR PERMIT TO DO GAS FITTING (Type or print) NORTH ANDOVER, MASSACHUSETTS Building Locations 43 0 UOwner's Name Newcr Renovation Replacement Date Permit # 7 mount $ Plans Submitted (Print or type) y _ n E Name (�(� Name of Licensed Plumber or Gas Fitter Check one: Certificate Installing Company M✓ [I Corp. El Partne FirmICo. INSURANCE COVERAGE Check one* I have a current liability Insurance policy o ' ' substantial equivalent. Yes No If you have checked yes, please in e the =type by checking the appropriate box. Liability insurance policy Other type of indemnity 1:1 Bond 13 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner 0 Agent 13 I hereby certify that all of the details and information I have mitted r entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and in Mations orme under Permit Issued for this application will be in compliance with all pertinent provisions of the Massac sett ate Gas ST�e a fivter K2o he GenerdLuv,- tsy: Title City/Town VED (OFFICE USE ONLY) ure of Licensed Plumber Or Ga, Fitter Plumber /Ij U/ Gas Fi ter License Number aster ElJourneyman x w a w w a x p H z z D H w x o a iy w w O z U a w ° a H x U z H d z F z w w O w w WUW rWa 7 a d Q U O x W a o O a W N F o SUB -BASEM ENT B A S E M ENT 1ST. FLOOR 2ND. FLOOR 3RD. F L O O R 4TH. FLOOR 5 T H. F L O O R 6TH. FLOOR 7TH. FLOOR 8TH. F L O O R (Print or type) y _ n E Name (�(� Name of Licensed Plumber or Gas Fitter Check one: Certificate Installing Company M✓ [I Corp. El Partne FirmICo. INSURANCE COVERAGE Check one* I have a current liability Insurance policy o ' ' substantial equivalent. Yes No If you have checked yes, please in e the =type by checking the appropriate box. Liability insurance policy Other type of indemnity 1:1 Bond 13 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner 0 Agent 13 I hereby certify that all of the details and information I have mitted r entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and in Mations orme under Permit Issued for this application will be in compliance with all pertinent provisions of the Massac sett ate Gas ST�e a fivter K2o he GenerdLuv,- tsy: Title City/Town VED (OFFICE USE ONLY) ure of Licensed Plumber Or Ga, Fitter Plumber /Ij U/ Gas Fi ter License Number aster ElJourneyman CONSERVATION DEPARTMENT Community Development Division August 3, 2006 Paul Russell, Esq. 6 Thomas Road Methuen, MA 01844 VIA CERTIFIED MAIL#70020510000008939745 RE: AMENDED ENFORCEMENT ORDER- Lot 3, #80 Saile Way, North Andover, MA (NACC #7) Dear Mr. Russell, As you know, this department conducted an inspection for the temporary occupancy permit application for the above -referenced property. During my inspection, I observed that all items that were outlined in a previous Enforcement Order dated November 5, 2005 have not been completed by the June 30, 2006 deadline. However, this department is hereby issuing you a 60 -dap extension to complete all work and stabilize all areas within the Buffer Zone. Failure to comply with the requirements outlined in this letter will result in further enforcement action. This amended Enforcement Order is being issued as a mechanism to perform work within the limits of the jurisdictional Buffer Zone. The outstanding work within the jurisdictional areas consists of the following: .• Finish building and backfilling the retaining walls at the entrance of the driveway. These areas will need to be loamed and seeded for permanent stabilization. Please be aware that all erosion controls (hay bales and silt fence) must be refurbished prior to this activity, if needed. Finish building and backfilling the retaining wall upslope of the detention basin. In addition, landscaping (tree and shrub planting, and loaming and seeding) along both sides of the driveway. There is a large amount of sand behind portions of the wall that has overtopped the erosion control. Due to the thick herbaceous vegetation on the side slopes of the detention basin, it was not evident that the sand had entered the basin. If it has, please remove all accumulated material from the detention basin. Please be aware that all erosion controls (hay bales and silt fence) must be refurbished prior to this activity, as the hay bales have completely deteriorated and the silt fence is down in several areas. 1600 Osgood Street, Building 20, Suite 2-36, North Andover, Massachusetts 01845 Phone 978.688.9530 fox 978.688.9542 Web www. http://www.townofnorthandover.com/conservel.htm :• According to the most recently approved plan, entitled `Notice of Intent Site Plan', prepared by Civil Construction Management, Inc., dated August 25, 2003, there is a 12" RCP with concrete headwall proposed along side and under the driveway. To date, this has not been , constructed. e• In the previous Enforcement Order, you were going to remove the existing bituminous binder, in order to install a poured concrete driveway. However, in recent conversations with you, you are still intending to remove the binder, and subsequently install a paver driveway, per plan. Please be aware that all erosion controls (hay bales and silt fence) must be refurbished prior to this activity, as the hay bales have deteriorated and the silt fence is down. In addition, you are required to contract this department prior to the commencement of the work, so that we may inspection the erosion controls. s• These action items must be completed by no later than Thursday, September 28, 2006. .• Additionally, this department will not sign off on the final occupancy permit until the above items are complied with. In addition, you shall adhere to all other provisions and requirements outlined in the Order of Conditions. If the activities are not met by the imposed deadline, or if the Commission is not satisfied with any portion of the work that has been done, the NACC reserves the right to modify this Enforcement Order, which may result in future enforcement action, including a fine of not more than $300.00. Each day or portion thereof during which a violation continues, or unauthorized fill or other alteration remains in place, shall constitute a separate offense, and each provision of the bylaw, regulations, permits, or administrative orders violated shall constitute a separate offence'. Furthermore, you would be required to file the appropriate application for all outstanding action items with the NACC should you fail to meet the September 28, 2006 deadline. This department has elected not be levied at this time. Should you have any questions / comments regarding the contents of this letter, please do not hesitate to contact the undersigned at your earliest convenience. Thanking you in advance for your anticipated cooperation with this matter. Respectfully, NORTH ANDOVER CONS RVATION DEPARTMENT Pamela A. errill Conservation Associate Attachment: Enforcement Order, dated August 3, 2006 Cc: Alison McKay, Conservation Administrator Lincoln Daley, Town Planner Curt Bellavance, AICP, Community Development Director Gerry Brown, Inspector of Buildings Department of Environmental Protection, Wetlands Division, NERO North Andover Wedands Protection Bylaw, Section 178.10, Enforcement, Investigations & Violations. 1600 Osgood Street, Building 20, Suite 2-36, North Andover, Massachusetts 01845 Phone 978.688.9530 fox 978.688.9542 Web www. http://www.townofnorthandover.com/conservel.htm Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. tab remm Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 9A — Enforcement Order NACC #7 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. Violation Information This Enforcement Order is issued by: To: North Andover Conservation Commission Conservation Commission (Issuing Authority) Paul Russell, Esq. and Shelly Russell Name of Violator 6 Thomas Road, Methuen, MA 01844 Address 1. Location of Violation: same 11-02-2005 Date Property Owner (if different) #80 (Lot 3) Saile Way Street Address North Andover 01845 City/Town Zip Code Map 63 Lot 47 Assessors Map/Plat Number Parcel/Lot Number 2. Extent and Type of Activity: This Enforcement Order is being issued as a mechanism to complete work approved under an expired Order of Conditions (NACC #7). Please refer to the attached letter, dated August 3, 2006, prepared by the North Andover Conservation Department for additional information. B. Findings The Issuing Authority has determined that the activity described above is in violation of the Wetlands Protection Act (M.G.L. c. 131, § 40) and its Regulations (310 CMR 10.00), because: ® the activity has been/is being conducted without a valid Order of Conditions. ❑ the activity has been/is being conducted in violation of the Order of Conditions issued to: Name Dated wpaform9a.doc • rev. 12/16/00 Page 1 of 3 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands )� WPA Form 9A — Enforcement Order Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 File Number B. Findings (cont.) ® Other (specify): Condition number(s) DEP File Number: NACC #7 Provided by DEP i' Please refer to the attached letter, dated August 3, 2006 prepared by the North Andover Conservation Department for additional information. C. Order The issuing authority hereby orders the following (check all that apply): ❑ The property owner, his agents, permittees, and all others shall immediately cease and desist from the further activity affecting the Buffer Zone and/or wetland resource areas on this property. ❑ Wetland alterations resulting from said activity should be corrected and the site returned to its original condition. ❑ Complete the attached Notice of Intent. The completed application and plans for all proposed work as required by the Act and Regulations shall be filed with the Issuing Authority on or before Date No further work shall be performed until a public hearing has been held and an Order of Conditions has been issued to regulate said work. ❑ The property owner shall take the following action to prevent further violations of the Act: Failure to comply with this Order may constitute grounds for additional legal action. Massachusetts General Laws Chapter 131, Section 40 provides: "Whoever violates any provision of this section (a) shall be punished by a fine of not more than twenty-five thousand dollars or by imprisonment for not more than two years, or both, such fine and imprisonment; or (b) shall be subject to a civil penalty not to exceed twenty-five thousand dollars for each violation". Each day or portion thereof of continuing violation shall constitute a separate offense. wpaform9a.doc • rev. 12/15/00 Page 2 of 3 Massachusetts Department of Environmental Protection � DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 9A — Enforcement Order NACC #7 1, Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP D. Appeals/Signatures An Enforcement Order issued by a Conservation Commission cannot be appealed to the Department of Environmental Protection, but may be filed in Superior Court. Questions regarding this Enforcement Order should be directed to: Pamela Merrill, Conservation Associate, or Alison McKay, Conservation Administrator Name 978.688.9530 Phone Number 8:30 am - 4:30 pm, Monday through Friday Hours/Days Available Issued by: North Andover Conservation Commission Conservation Commission In a situation regarding immediate action, an Enforcement Order may be signed by a single member or agent of the Commission and ratified by majority of the members at the next scheduled meeting of the Commission. Signatu;�, � 0 Signature of delivery person or certified mail number wpaformga.doc • rev. 12/15/00 Page 3 of 3 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. rye 3 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 9A — Enforcement Order C�� NACC #7 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. Violation Information This Enforcement Order is issued by: To: North Andover Conservation Commission 11-02-2005 Conservation Commission (Issuing Authority) Date Paul Russell, Esq. and Shelly Russell Name of Violator 231 Broadway, Methuen, MA 01844 Address 1. Location of Violation: same -- -- — - --— Property Owner (if different) #80 (Lot 3) Saile Way — — ree 'Stt Address North Andover 01845 ----- City/Town — -_-- ---- Map 63 --- Zip Code Lot 47 Assessors Map/Plat Number Parcel/Lot Number 2. Extent and Type of Activity: This Enforcement Order is being issued as a mechanism to complete work approved under an expired Order of Conditions (NACC #7). Please refer to the attached letter, dated November 2, 2005, prepared_ by the North Andover Conservation Department for additional information. _ _ _ B. Findings The Issuing Authority has determined that the activity described above is in violation of the Wetlands Protection Act (M.G.L. c. 131, § 40) and its Regulations (310 CMR 10.00), because: ® the activity has been/is being conducted without a valid Order of Conditions. ❑ the activity has been/is being conducted in violation of the Order of Conditions issued to: Name Dated wpaform9a.doc • rev. 12/15100 Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 9A — Enforcement Order Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 File Number B. Findings (cont.) ® Other (specify): Condition number(s) DEP File Number: NACC #7 Provided by DEP Please refer to the attached letter, dated November 2, 2005 prepared by the North Andover Conservation Department for additional information. C. Order The issuing authority hereby orders the following (check all that apply): ❑ The property owner, his agents, permittees, and all others shall immediately cease and desist from the further activity affecting the Buffer Zone and/or wetland resource areas on this property. ❑ Wetland alterations resulting from said activity should be corrected and the site returned to its original condition. ❑ Complete the attached Notice of Intent. The completed application and plans for all proposed work as required by the Act and Regulations shall be filed with the Issuing Authority on or before Date No further work shall be performed until a public hearing has been held and an Order of Conditions has been issued to regulate said work. ❑ The property owner shall take the following action to prevent further violations of the Act: Failure to comply with this Order may constitute grounds for additional legal action. Massachusetts General Laws Chapter 131, Section 40 provides: "Whoever violates any provision of this section (a) shall be punished by a fine of not more than twenty-five thousand dollars or by imprisonment for not more than two years, or both, such fine and imprisonment; or (b) shall be subject to a civil penalty not to exceed twenty-five thousand dollars for each violation". Each day or portion thereof of continuing violation shall constitute a separate offense. wpaforniga.doc - rev. 1211500 Page 2 of 3 L'7Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands � WPA Form 9A — Enforcement Order NACC #7 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP D. Appeals/Signatures An Enforcement Order issued by a Conservation Commission cannot be appealed to the Department of Environmental Protection, but may be filed in Superior Court. Questions regarding this Enforcement Order should be directed to: Alison McKay, Conservation Administrator, or Pamela Merrill, Conservation Associate Name 978.688.9530 Phone Number 8:30 am - 4:30 pm, Monday through Friday Hours/Days Available Issued by: North Andover Conservation Commission Conservation Commission In a situation regarding immediate action, an Enforcement Order may be signed by a single member or agent of the Commission and ratified by majority of the members at the next scheduled meeting of the Commission. Signa qq e, mos '05 CL-36yo Signature of delivery person or certified mail number wpaform9a.doc - rev. 12115/00 Page 3 of 3 ;i 6'S,;;• ry �tik:' �_,itl� ..�t v, +r. i_! ,'1 �..i<'�} 1):1:'i-�".lei , r. 1 :.ilp'�At1 E.tti.ltY �.�+.a%°�Y',ti[I:CY:.ttC. !L';! 1 : November 2, 2005 Paul Russell, Esq. Russell & Bernard, LLP. 231 Broadway Methuen, MA 01844 VIA CERTIFIED MAIL#70050390000342328750 VIA FACSIMILE RE: ENFORCEMENT ORDER- Lot 3, #80 Saile Way, North Andover, MA (NACC #7) Dear Mr. Russell, As you know, this department conducted an inspection for the building permit sign off application of a proposed in -ground pool at the above -referenced property. During my inspection, I realized that the property had an Order of Conditions (OOC), .NACC #7 for work within 100 -feet of an Isolated Vegetated Wetland (IVW), subject to the jurisdiction under the North Andover Wetlands Protection Bylaw & Regulations only. After reviewing in house files, it was discovered that the OOC has expired and a subsequent Enforcement Order, dated November 18, 2002 was issued to Michael Phillips (owner / applicant), in order to complete all outstanding work completed by September 1, 2003. During this time, you purchased the property from Mr. Phillips. As discussed during our on -site meeting that took place earlier today, the outstanding work within jurisdictional areas consists of the following: y Finish building and backfilling the retaining walls at the entrance of the driveway. These areas will need to be loarned and seeded for permanent stabilization. Finish building and backfilling the retaining wall upslope of the detention basin. In addition, landscaping (tree and shrub planting, and loaming and seeding) along both sides of the driveway. You stated you were going to remove the existing bituminous binder, in order to install a. poured concrete driveway. Please be aware that all erosion controls (hay bales and silt fence) must be refurbished prior to this activity, as the hay bales have deteriorated and the silt fence is down. In addition, you are required to contract this department prior to the commencement of the work, so that we may inspection the erosion controls. As such, the Conservation Department is issuing the ensuing 'friendly' Enforcement Order as a mean to complete the above-mentioned work. These action items must be completed by no later than Friday, Tune 30, 2006. Below is a list of action items that must be completed by the specified deadline date. They are the following: This department will sign off on the building permit application for the pool as it is proposed greater than 100 -feet from the adjacent Bordering Vegetated Wetland (BVW). However, you are required to refurbish the existing erosion control line, as the hay bales have deteriorated and the silt fence is down by no later than Wednesday, November 9, 2005. Please contact the undersigned upon installation, so that I may conduct an inspection. It was brought to my attention that this department does not have the most current revised plan on file. Please immediately submit the revised plan along with a letter detailing everything that has been revised to date to The Conservation Administrator for review and approval. This must be submitted by no later than Wednesday, November 9, 2005. In addition, you shall adhere to all other provisions and requirements outlined in the Order of Conditions and the original Enforcement Order, dated November 18, 2002. If the activities are not met by the imposed deadlines, or if the Commission is not satisfied with any portion of the work that has been done, the North Andover Conservation Commission (NACC) reserves the right to modify this Order, which will result in a Cease & Desist Order, a violation fine for each day or portion thereof during which a violation continues, and each provision of the bylaw, regulations, permits, or administrative orders violated shall constitute a separate offence'. Furthermore, you would be required to file a Notice of Intent application for all outstanding action items with the NACC. Should you have any questions / comments regarding the contents of this letter, please do not hesitate to contact the undersigned at your earliest convenience. Thanking you in advance for your anticipated cooperation with this matter. Respectfully, NORTH ANDOVER CONSERVATION DEPARTMENT Pamela A. Merrill Conservation Associate Attachment: Enforcement Order, dated November 2, 2005 North Andover Wetlands Protection Bylaw, Section 178. 10, Enforcement, Investigations & Violations. Cc: Alison McKay, Conservation Administrator Lincoln Daley, Town Planner Curt Bellavance, Community Development Director ferry Brown, Inspector of Buildings Department of Environmental Protection, Wetlands Division, NERO NACC File #7 Town of North Andover Office of the Planning Department Community Development and Services Division William J. Scott, Division Director 27 Charles Street Julie Parrino North Andover, Massachusetts 01845 Town Planner Any appeal shall be filed Within (20) days after the Date of filing this Notice In the Office of the Town Clerk Notice Of Decision Telephone (978) 688-9535 Fax (978) 688-9542 Date: March 24, 2004 Date of Hearing: February 3, 2004, March 2, 2004, Decision: March 24, 2004 Petition of: Paul M. Russell 80 Saile Way, North Andover, MA 01845 Premises Affected: 80 Saile Way, North Andover, MA 01845 Referring to the above petition for a Watershed Special Permit. The application was determined to be complete and was noticed and reviewed in accordance with the procedures for review and approval in accordance with the Rules and Regulations Governing the Subdivision of Land and M.G.L. Chapter 40-A, sec 11 So as to allow: The construction of an inground swimming pool with surrounding deck that is in the Non -Disturbance Zone of the Watershed Protection District. After a public hearing given on the above date, the Planning Board voted to APPROVE, the Watershed Special Permit, based upon the following conditions. ,• o- Signed: Albert&Angle(. Chairmaw' Cc: Applicant George White, Vice Chairman Engineer Felipe Schwarz, Clerk Abutters Rick Nardella DPW John Simons Building Department James Phinney Conservation Department Health Department ZBA BOARD OF APPEALS 688-9541 SlJiLDING 688 9545 CONSERVATION 68& 9530 HEALTH 688 :540 PLANNING 683-9535 2. There is no reasonable alternative location outside the Non -Disturbance Buffer Zone, for any discharge, structure or activity, associated with the proposed project. 3. In accordance with Section 10.31 of the North Andover Zoning Bylaw, the Planning Board makes the following findings: 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 use is accessory to an s existing single family; c) There will be no nuisance or serious hazard to vehicles or pedestrians; d) Adequate and appropriate facilities are provided for the proper operation of the proposed use; e) The Planning Board also makes a specific fording that the use is in harmony with the general purpose and intent of the North Andover Zoning Bylaw. Upon reaching the above findings, the Planning Board approves this Special Permit based upon the following conditions: SPECIAL CONDITIONS: 1) This decision must be filed with the North Essex Registry of Deeds. The following information is included as part of this decision: a) Town of North Andover Planning Board Application for Watershed Special Permit filed by Paul M. Russell on December 19, 2003; b) Plans entitled: Special Permit Site Plan, Lot 3 Great Pond Estates (#80) Saile Way, North Andover, MA, Applicant: Paul Russell, 231 Broadway, Methuen, MA 01844, Design By: Civil Construction Management Inc., 8 Merrimac Road, Box 475, Newton, NH 03858, Tel (603) 382- 7650; dated 8-25-03, revised 3-10-04, (1 sheet); 1"=40' Scale stamped by Dennis G. Quintal, P.E.; South Shore Gunite Pool & Spa, Inc., Serving New England, 7 Progress Ave., Chelmsford, MA 01824, 800-649-8080, (3 sheets), dated 12/08/03; no stamp; 8.5" by 11" architectural pool plan prepared by Jack Tremblay, Landscape Architect, 10 Amesbury Ave., Amesbury, MA 01913; 1/8" scale plan dated 4/17/03; c) Reports From: Dennis G. Quintal, P.E., Civil Construction Management, Inc., dated December 15, 2003; Dennis G. Quintal, P.E., Civil Construction Management, Inc., dated February 3, 2004 ( 3 page drainage calculation report); Jeff Fiske, South Shore Gunite Pool & Spa, Inc., dated November 11, 2003 (includes brochures on the pool cartridge system); d) VHB Engineering reviews: • Reports prepared and signed by Timothy McIntosh, P.E. dated 1-26-04 and 3-12-04; The Town Planner shall approve any changes made to these plans. Any changes deemed substantial by the Town Planner would require a public hearing and modification by the Planning Board. 2) PRIOR TO ANY WORK ON SITE: a) A performance guarantee of two thousand dollars ($2,000) in the form of a check made out to the Town of North Andover must be posted to insure that construction will take place in accordance with the plans and the conditions of this decision and to ensure that the as -built plans will be submitted. b) The limit of work as shown on the plan by the erosion control line must be marked in the field and must be reviewed and approved by the Town Planner. c) All erosion control measures as shown on the plan must be in place and reviewed by the Town Planner. Deteriorated erosion control measures shall be replaced and maintained throughout the duration of the project. d) The site shall have received all necessary permits and approvals from the North Andover Conservation Commission, Board of Health, and the Department of Public Works and be in compliance with the above permits and approvals. 3) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT: a) The Planning Board must endorse the final site plan mylars and three copies of the signed plans must be delivered to the Planning Department. b) The decision must be filed with the North Essex Registry of Deeds. One certified copy of the recorded decision must be submitted to the Planning Department. c) No pesticides, fertilizers or chemicals shall be used in lawn care or maintenance within 325' of Lake Cochichewick or within 325' of wetland resource areas. The applicant shall incorporate this condition as a deed restriction, and a copy of the recorded deed shall be submitted to the Town Planner and included in the file. d) The pool filtration system proposed is a non -backwash type cartridge system and the pool water sanitation system is a chemically free design that treats pool water with a dual purification system using ionization and ozonation. This filtration system must be incorporated into the deed and use of this system or its equal or better must be used in perpetuity on the site. Changes of the type of pool filtration system used must be reviewed and approved by the North Andover Planning Board. Failure to comply with this condition will result in revocation of the Special Permit. 4) PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY: a) Foundation Plan: Immediately upon completion of the pool foundation and prior to further construction activities associated with the site, the applicant shall complete a plan prepared by a Registered Professional Land Surveyor (R.P.L.S.) which accurately depicts the foundation location and its proximity to wetland resource areas and watershed buffer zones as shown on the approved Watershed Site Plan. Said plan shall be submitted to the Town Planner for review to verify that the setback limits under the special permit have been met. 5) PRIOR TO THE RELEASE OF THE PERFORMANCE BOND: a) The applicant shall submit an as -built plan stamped by a Registered Professional Engineer or Land Surveyor in Massachusetts that shows all construction, limits of disturbance, existing topography, storm water mitigation structures and other pertinent site features. This as -built plan shall be submitted to the Town Planner and the Department of Public Works for approval. The applicant must submit a certification from the design engineer that the site was constructed as shown on the approved plan. b) The Planning Board must by a majority vote make a finding that the site is in conformance with the approved plan. 6) In no instance shall the applicant's proposed construction be allowed to further impact the site than as proposed on the plan referenced in Condition # 1. 7) No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 8) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. 9) The provisions of this conditional approval shall apply to and be binding upon the applicant, it's employees and all successors and assigns in interest or control. 10) This Special Permit approval shall be deemed to have lapsed March 23, 2006 (two years from 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 cc: Applicant File Civil Construction Management, 8 Merrimac Road, Box 475 Newton, N.H. 03858 Tel (603) 382-7650 Inc.' FOUNDATION AS—BUILT LOT #3 SAILE WAY NORTH ANDOVER, MA PLAN REFERENCE: "GREAT POND ESTATES, A DEFINITIVE SUBDIVISION PLAN IN NORTH ANDOVER, MASSACHUSETTS, PREPARED FOR EIGHT MEADOWS REALTY TRUST", SCALE:1 "=40', OCTOBER 7, 1991, REVISED DECEMBER 11, 1992, BY DEFEO & WAIT & ASSOCIATES, INC. PLAN # 12515. LAKE COCHICHEWICK N/F SOUTHERN NEW ENGLAND CONFERENCE LOT 4 N/F EIGHT MEADOWS REALTY TRUST N09'24'44"E 43.30' Scale: 1" = 100' I certify that the foundation is located on the lot as shown and that it does conform June 23, 2003. with the Town of North Andover Zoning Regulations regarding setbacks from the street and lot lines. I further certify that the dwelling is not located in a federal flood hazard zone. This plan does not represent a property survey.����„ I Zoning: R-1 C' DENNIS G. $ 01.11NTAL MINIMUM SETBACKS: CIVIL FRONT: 30 Ft. N0.37427 SIDES: 30 Ft.�� REAR: 30 Ft. A Location L4� a Sit ),e U) a `( No. Date I I , L� AidwidbL i TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ f D b Other Permit Fee TOTAL Check # C2 -?g G $ 16U-23 / uilding Inspector _; TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING its S #or 11 a — Q . BUILDING PERMIT NUMBER: DATE ISSUED: JC&z.. � SIGNATURE: Buildin Commissioner/In for of Buildings Date SECTION 1- SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: 3 Map Number Parcel Amber 1 _6<f 1.3 Zoning Information: 1.4 Property Dimensions: ZoningDistrict ProposedOse Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 1.7 Water Supply M.GL.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public 'X Private ❑ Zone Outside Flood Zone 0 Municipal ❑ On Site Disposal System 0 SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record ` %%� ¢1 611 "'N�� -Pi0✓Ll(� n J&_ d0- 4 Name (Print),, Address for Service: HUK-1 Sign Telep e 2.2 Owner of Record: Name Print Address for Service: Signature Telephone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: 0 License Number /* r ` Address Ab • Expilation Date Si nature Telephon 665t'30�1 3.2 Ifegistered Home finprovement Con Vor Not Applicable ❑ 10:593/ Company Nan# Registration Number 6R>j V� /Ylp 7 / kle) Address �� �� �� Expir ion Da Si ature hone MU rn X ic Z O SECTION 4 - WORKERS COMPENSATION (M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of Lite issuance of theWilding permit. Signed affidavit Attached Yes ..... X No ....... ❑ SECTION 5 Description of Proposed Work(check all a ticable New ConstructionA Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: l A't43 cP AkAj 1 �0 YM N -off j=o vA.,dcr4ic(w ©.0 2 I SECTION 6 - ESTiMATF.D CONSTRurTION COSTS I Addition ❑ Item Estimated Cost (Dollar) to be Completed by pen -nit applicant OFFICIAL USJC ONLY 1. Building (a) Building Permit Fee Multi Tier 2 Electrical (7 b (b) Estimated Total Cost of Construction 3 Plumbing SO Building Permit fee (a) X (b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, w ✓ _ as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf, in all matters ative to work authorized by this building permit application. AL1 h' 1 Sir tore of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief P � t ame Si nature of O e /A ent Date NO. OF STORIES SIZE ,r BASEMENT OR SLAB KU SIZE OF FLOOR TINIBERS 1 2 3 SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DiNIENSIONS OF GIRDERS DIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL, OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE GROWTH MANAGEMENT BYLAW EXEMPTION STATEMENT TOWN OF NORTH ANDOVERBUILDING DEPARTMENT This form shall be used to assist the Building Department in their determination of exemption under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The applicant shall provide all of the necessary information as requested below. /-�, SUE LL l //gar �CN L� I ,��,GL 141V Permit Applicant Property address Map / Parcel 9 -7?/ 1 7y 317 )< Applicant's Phone Number Single Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the Growth Management Bylaw. I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the building permit. Further I understand that my interpretation of the exemption status is subject to review by the Building Department and is only officially accepted when the building permit is issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building. permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement, restoration or reconstruction of a dwelling in existence as of the effective date of this bylaw, provided that no additional residential unit is created. The lot(s) was/ were created prior to May 6, 1996 and are exempt from the provisions of section 8.7 ofthe Zoning Bylaw. This application is for dwelling units for low and or moderate income families or individuals, where all of the conditions of 8.7.6 are met and or represents dwelling units for senior residents, where occupancy of the units is restricted to senior citizens through a properly executed and recorded deed restriction running with the land. For purposes of this section "senior" shall mean persons over the age of 55. 7* This application is part of a development project which voluntarily agreed to a minimum 40 % permanent reduction in density (buildable lots) below the density permitted under zoning and feasible given the environmental conditions of the tract, with the surplus land equal to at least ten buildable acres and permanently designated as open space or farmland. The land to be preserved shall be protected from development by an Agricultural Preservation Restriction, Conservation Restriction, dedication to the Town, or other similar mechanism approved by the planning board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel on the effective date of this Section 8.7 and shall receive a onetime exemption from the Planned Growth Rate and Development Scheduling provisions for thepurpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for a building permit ( all other permits from all other boards and commissions have been received and the project is in compliance with those permits), and the Development Schedule does not accommodate issuing a building permit in that year. One building permit will be issued per year per Development until such time as the development schedule accommodates issuing building permits. Applicant must submit an approved FORM U with this EXEMPTION. PLEASE PROVIDE ANY AND ALL INFORMATION THAT WOULD ASSIST THE BUILDING DEPARTMENT IN MAKING A DETERMINATION THAT THIS APPLICATION IS ALLOWED UNDER ONE OR MORE OF THE ABOVE EXEMPTIONS. BY SIGNING BELOW I ATTEST TO THE ACCURACY OF THE INFORMATION PROVIDED AND THAT THE ATTACHED BUILDING PERMIT IS ALLOWED AN EXEMPTION AS CITED ABOVE. FURTHER I UNDERSTAND AT THE SUBMITTAL OF MISLEADING OR INACCURATE INFORMATION OR THE CHECKING OFF OF A AB EXEMPTION WHICH DOES NOT COMPLY, WHETHER DONE TO MY KNOWLEDGE OR NOT IS GROUNDS FOR USAL BY THE BUILDING DEPARTMENT TO ISSUE A BUIL#PE IC SIGNATURE DA Ti THIS FORM TO BE ATTACHED TO THE BUILDING PERMIT APPLICATION Town of North Andover Office of the planning Department Community Development and Services Division William J. Scott, Division Director 27 Charles Street Julie Parr ino North Andover, Massachusetts 01845 Town Planner Any appeal shall be filed Within (20) days after the Date of filing this Notice In the Office of the Town Clerk Notice Of Decision Telephone (978) 688-9535 Fax (978) 688-9542 Date: March 24, 2004 Date of Hearing: February 3, 2004, March 2, 2004, Decision: March 24, 2004 Petition of: Paul M. Russell 80 Saile Way, North Andover, MA 01845 Premises Affected: 80 Saile Way, North Andover, MA 01845 Referring to the above petition for a Watershed Special Permit. The application was determined to be complete and was noticed and reviewed in accordance with the procedures for review and approval in accordance with the Rules and Regulations Governing the Subdivision of Land and M.G.L. Chapter 40-A, sec 11 So as to allow: The construction of an inground swimming pool with surrounding deck that is in the Non -Disturbance Zone of the Watershed Protection District. After a public hearing given on the above date, the Planning Board voted to APPROVE, the Watershed Special Permit, based upon the following conditions: Cc: Applicant Engineer Abutters DPW Building Department Conservation Department Health Department ZBA Signed: ;1' lee ° Albert' ��Anglea; Chairma Geo%ge White, Vice Chairman Felipe Schwarz, Clerk Rick Nardella John Simons James Phinney BOARD OF APPE!V,S 688 9541 .BEAI.LING 688 9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING? 688-9535 2. There is no reasonable alternative location outside the Non -Disturbance Buffer Zone, for any discharge, structure or activity, associated with the proposed project. 3. In accordance with Section 10.31 of the North Andover Zoning Bylaw, the Planning Board makes the following findings: 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 use is accessory to an existing single family; c) There will be no nuisance or serious hazard to vehicles or pedestrians; d) Adequate and appropriate facilities are provided for the proper operation of the proposed use; e) The Planning Board also makes a specific finding that the use is in harmony with the general purpose and intent of the North Andover Zoning Bylaw. Upon reaching the above findings, the Planning Board approves this Special Permit based upon the following conditions: SPECIAL CONDITIONS: 1) This decision must be filed with the North Essex Registry of Deeds. The following information is included as part of this decision: a) Town of North Andover Planning Board Application for Watershed Special Permit filed by Paul M. Russell on December 19, 2003; b) Plans entitled: Special Permit Site Plan, Lot 3 Great Pond Estates (#80) Saile Way, North Andover, MA, Applicant: Paul Russell, 231 Broadway, Methuen, MA 01844, Design By: Civil Construction Management Inc., 8 Merrimac Road, Box 475, Newton, NH 03858, Tel (603) 382- 7650; dated 8-25-03, revised 3-10-04, (1 sheet); 1"^40' Scale stamped by Dennis G. Quintal, P.E.; South Shore Gunite Pool & Spa, Inc., Serving New England, 7 Progress Ave., Chelmsford, MA 01824, 800-649-8080, (3 sheets), dated 12/08/03; no stamp; 8.5" by 11" architectural pool plan prepared by Jack Tremblay, Landscape Architect, 10 Amesbury Ave., Amesbury, MA 01913; 1/8" scale plan dated 4/17/03; c) Reports From: Dennis G. Quintal, P.E., Civil Construction Management, Inc., dated December 15, 2003; Dennis G. Quintal, P.E., Civil Construction Management, Inc., dated February 3, 2004 ( 3 page drainage calculation report); Jeff Fiske, South Shore Gunite Pool & Spa, Inc., dated November 11, 2003 (includes brochures on the pool cartridge system); d) VHB Engineering reviews: • Reports prepared and signed by Timothy McIntosh, P.E. dated 1-26-04 and 3-12-04; The Town Planner shall approve any changes made to these plans. Any changes deemed substantial by the Town Planner would require a public hearing and modification by the Planning Board. 2) PRIOR TO ANY WORK ON SITE: a) A performance guarantee of two thousand dollars ($2,000) in the form of a check made out to the Town of North Andover must be posted to insure that construction will take place in accordance with the plans and the conditions of this decision and to ensure that the as -built plans will be submitted. b) The limit of work as shown on the plan by the erosion control line must be marked in the field and must be reviewed and approved by the Town Planner. c) All erosion control measures as shown on the plan must be in place and reviewed by the Town Planner. Deteriorated erosion control measures shall be replaced and maintained throughout the duration of the project. d) The site shall have received all necessary permits and approvals from the North Andover Conservation Commission, Board of Health, and the Department of Public Works and be in compliance with the above permits and approvals. 3) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT: a) The Planning Board must endorse the final site plan mylars and three copies of the signed plans must be delivered to the Planning Department. b) The decision must be filed with the North Essex Registry of Deeds. One certified copy of the recorded decision must be submitted to the Planning Department. c) No pesticides, fertilizers or chemicals shall be used in lawn care or maintenance within 325' of Lake Cochichewick or within 325' of wetland resource areas. The applicant shall incorporate this condition as a deed restriction, and a copy of the recorded deed shall be submitted to the Town Planner and included in the file. d) The pool filtration system proposed is a non -backwash type cartridge system and the pool water sanitation system is a chemically free design that treats pool water with a dual purification system using ionization and ozonation. This filtration system must be incorporated into the deed and use of this system or its equal or better must be used in perpetuity on the site. Changes of the type of pool filtration system used must be reviewed and approved by the North Andover Planning Board. Failure to comply with this condition will result in revocation of the Special Permit. 4) PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY: a) Foundation Plan: Immediately upon completion of the pool foundation and prior to further construction activities associated with the site, the applicant shall complete a plan prepared by a Registered Professional Land Surveyor (R.P.L.S.) which accurately depicts the foundation location and its proximity to wetland resource areas and watershed buffer zones as shown on the approved Watershed Site Plan. Said plan shall be submitted to the Town Planner for review to verify that the setback limits under the special permit have been met. 5) PRIOR TO THE RELEASE OF THE PERFORMANCE BOND: a) The applicant shall submit an as -built plan stamped by a Registered Professional Engineer or Land Surveyor in Massachusetts that shows all construction, limits of disturbance, existing topography, storm water mitigation structures and other pertinent site features. This as -built plan shall be submitted to the Town Planner and the Department of Public Works for approval. The applicant must submit a certification from the design engineer that the site was constructed as shown on the approved plan. b) The Planning Board must by a majority vote make a finding that the site is in conformance with the approved plan. 6) In no instance shall the applicant's proposed construction be allowed to further impact the site than as proposed on the plan referenced in Condition # 1. 7) No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 8) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. 9) The provisions of this conditional approval shall apply to and be binding upon the applicant, it's employees and all successors and assigns in interest or control. 10) This Special Permit approval shall be deemed to have lapsed March 23, 2006 (two years from 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 cc: Applicant File FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner frorn compliance with any applicable or requirements. *****************************APPLICANNT FILLS OUT THIS SECTION********!**************** APPLICANT �U1I Nc PH ON % 6Y .4 LOCATION: Assessor's Map NumbeO PARCEL z_1 17 SUBDIVISION LOT (S) � j� Q STREET <S ) V ST. NUMBER V LJ ************************************OFFICIAL USE ONLY*********************************** RECgYMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINIS� ATOR DATE APPROVED DATE REJECTED COMMENTS �n rc z., (,�i��r ss� za -�c �c��d�e�e- tLbr((i �� I:'L� lfii cOnTf�'Is ���k ( it GCviSTr"�TiCi G��CI� T N PLA ER DATE APPROVED ItIANVAb L DATE REJECTED COMMENTS FOOD INSPECTOR -HEALTH DATE APPROVED _ DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMME �� 2? PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9\97 Im FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessarya&, Boards and Departments having jurisdiction have been obtaine . Th the applicant and/or landowner from compliance with any applic 40 i '�'A41 T •mits from uirements. *****************************APPLICANT FILLS OUT THIS SECTION************************ APPLICANT KJ>J1� PHON % LOCATION: Assessor's Map Numbe PARCEL A17 SUBDIVISION _ LOT (S)_ STREETVV :SA ��/ ,�-- ST. NUMBER V O ************************************OFFICIAL USE ONLY*********************************** REC9MMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINIST ATOR DATE APPROVED DATE REJECTED COMMENTS �n�;�vie�,T ��/a��r- iSS� 1� -�c cc-:df!GT� i�.r(C ; U •:�t9st�iS' ,LI Z ER DATE APPROVED 1144 ",N b L DATE REJECTED —7 COMME FOOD INSPECTOR -HEALTH DATE APPROVED _ DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEWER/WATER CO DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTO Revised 9\97 jm A NNECTIONS TE H 010 90 O 0 z O a O I -0 ice .� �U t a a1, c co G L; O o c '0 %A. 0 N c � � O a � v c�E 3 ca �; `m o N � a D > co L- M r VAS, W Q �'a c 0 0 0 0 IS .N ° m E 00c LU Ln a a� 0 aj C -0 M C �D ai Ln D C 3 0 ror u L a, Q, u c 0 a:2 E � a c 0 0 o 4— E 00 IL n An t 0 a`, ai u v u c o m L LLn U1 H � 0: -.a Date ..:•�.:UT..,, TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION �{\ This certifies that . • • • • • •-� has permission for gas installation,, �'. in the buildings of .... �.-hut'• ..................... i . /.... ... , North Andover, Mass. at Fee ?.. .. Lic. No.. '...... ......... . GAS IN, OR Check # 4681 MMSSACHUSETTS UNUDRM APPUCATON FOR PERMPr TO DO GAS FTrrING (Type or print) NORTH ANDOVER, MASSACHUSETTS Owner' New M Renovation 13 Replacement Date Permit # Amount $ i Plans Submitted F1 (Print or type) Name Name of Licensed Plumber or Gas Fitter Check 'e: Certificate Installing Company orp. Partner. Firm/Co INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes 0 No[] If you have checked yes, please indicate the type coverage by checking the appropriate box. Liability insurance policy Ey Other type of indemnity M Bond Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the T,, ass. Gener ws, and th my si nature on this pe t application waives this requirement. Check one: F bnature of Owner or Owner's Agent Owner Agent tthereby certify that all of the details and intormatton i have suonnttea (or enterea) in aoove appncauon are Lrue anu accurate Lo me best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. By: Title City/Town APPROVED (OFFICE USE ONLY) Prm gnature of Licensed Pluber Gas Fitter lumber s Fitter (cense Number Master Journeyman x U v� W aCn C4 O F x z o w a Z 15 o z H 9 of °a CIOa 0 w U w o E, w w z z a x x w wo w o w H a H x z Q °o w a z o WW� x w A c7 a o U a A o° a F O SUB-BASEM ENT B A S E M ENT 2 1ST. FLOOR 2ND. FLOOR 3RD. F L O O R 4TH. FLOOR 5TH . F L O O R 6TH. FLOOR 7TH. FLOOR 8TH. FLOOR _ (Print or type) Name Name of Licensed Plumber or Gas Fitter Check 'e: Certificate Installing Company orp. Partner. Firm/Co INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes 0 No[] If you have checked yes, please indicate the type coverage by checking the appropriate box. Liability insurance policy Ey Other type of indemnity M Bond Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the T,, ass. Gener ws, and th my si nature on this pe t application waives this requirement. Check one: F bnature of Owner or Owner's Agent Owner Agent tthereby certify that all of the details and intormatton i have suonnttea (or enterea) in aoove appncauon are Lrue anu accurate Lo me best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the General Laws. By: Title City/Town APPROVED (OFFICE USE ONLY) Prm gnature of Licensed Pluber Gas Fitter lumber s Fitter (cense Number Master Journeyman IN -i Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. tab :1 return . '` Massachusetts Department of 'Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 8B — Certificate of Compliance Massachusetts Wetlands !Protection Act M.G.L. c. 131, §40 A. Project Information 1. This Certificate of Compliance is issued to: Paul M. Russell DEP File Number: NA('(' 97 rruviueu Uy ucr Name 80 Saile Way Mailing Address North Andover MA 01845 City/Town State Zip Code 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to: Eight Meadows Realty Trust Name December 3, 1997 NACC#7 Dated DEP File Number 3. The project site is located at: 80 Saile Way (Lot 3) Street Address Map 63 Assessors Map/Plat Number North Andover City/Town Parcel 47 Parcel/Lot Number the final Order of Condition was recorded at the Registry of Deeds for: Eight Meadows Realty Trust Property Owner (if different) Essex Northern 4111 12A County Book Page Certificate 4. A site inspection was made in the presence of the applicant, or the applicant's agent, on: 5/6/2014 Date wpafrm8b.doc • rev. 12/23/09 WPA Form 8B, Certificate of Compliance • Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B Certificate of Compliance NACC#7 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Certification Check all that apply: JE Complete Certification: It is hereby certified that the work regulated by the above -referenced Order of Conditions has been satisfactorily completed. ❑ Partial Certifications It is hereby certified that only the following portions of work regulated by the above -referenced Order of Conditions have been satisfactorily completed. The project areas or work subject to this partial certification that have been completed and are released from this Order are: ❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above -referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. JE Ongoing Conditions: The following conditions of the Order shall continue: (Include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: 41 C. Authorization Issued by: North Andover j I Conservation Commission Date of ISSLAnce This Certificate must be signed by a majority of the Conservation Commission and a copy sent to the applicant and appropriate DEP Regional Office (See hftp://www. mass.gov/dep/about/reg ion/fiindyour. htm ). wpafrm8b.doc • rev. 12/23/09 WPA Form 8B, Certificate of Compliance • Page 2 of 3 4 s Massachusetts Department,of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: Ll' WPA Form 8B — Certifficate of Compliance NACC#7 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Conservation Commission. aio:-------------------------------------------------------------------------------------------------- 'North Andover Conservation Commission Please be advised that the Certificate of Compliance for the project at: 80 Saile Way (Lot 3) NACC#7 Project Location DEP File'Number Has been recorded at the Registry of Deeds of: for: Essex Northern County Paul M. Russell Property Owner and has been noted in the chain of title of the affected property on: Date Book Page If recorded land, the instrument number which identifies this transaction is: If registered land, the document number which identifies this transaction is: wpafrm8b.doc • rev. 12/23/09 Document Number Signature of Applicant WPA Form 86, Certificate of Compliance • Page 3 of 3 CONSERVATION DEPARTMENT Community Development Division February 27, 2014 Paul & Shelley Russell c/o Paul M. Russell, LLC 231 Broadway Methuen, MA 01844 Enforcement Order: Buffer Zone Restoration at 80 Saile Way, North Andover, MA At the February 26, 2014 meeting, the North Andover Conservation Commission (NACC) voted to issue an Enforcement Order (EO) allowing you to implement Buffer Zone Restorations as described and depicted in the following: Title: Existing Conditions Plan With Added Plantings Date: 10-29-13 Revised: 01-08-14 & 02-07-14 Stamped by: Dennis G. Quintal, P.E. Letter: Paul & Shelley Russell Date: February 17, 2014 RE: Enforcement Order Submission of Plantings Plan & Plant Material Guide (Lexington, MA) Per the discussion and subsequent unanimous vote of the NACC, the following conditions will apply to the Buffer Zone restoration work: 1. Prior to the start of work, the homeowner must have the approval of the North Andover Planning Board to proceed with the plan as presented and referenced herein. Per the homeowner's prior meeting with the Planning Board, this will involve the filing of a Watershed Special Permit. 2. Prior to the start of work, the homeowner will review the species to be planted and mark the proposed location of the plantings with the Conservation Administrator. 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9530 fax 978.688.9542 Web www.townofnorthandover.com 3. Following the installation of the plantings during the 2014 growing season, the Conservation Administrator will conduct a post installation inspection with the homeowner. The homeowner will provide a report of the number of plantings installed and photos for monitoring purposes. 4. By June 30, 2015 the homeowner will submit a monitoring report describing the health of the plantings after leaf -out. The report will include photographs and a statement from the homeowner describing the general health of the plantings and any plant mortality. 5. If 75% of the plantings are in good health following the 2014/15 winter, per the report, the homeowner may request a release of the EO. If additional time is needed to achieve the 75% standard, another growing season will be allowed. 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9530 Fax 918.688.9542 Web www.townofnorthandover.com Massachusetts Department of Environmental Protection DEP File Number: ILIBureau of Resource Protection - Wetlands WPA Form 9 — Enforcement Order Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Appeals/Signatures (cont.) In a situation regarding immediate action, an Enforcement Order may be signed by a single member or agent of the Commission and ratified by majority of the members at the next scheduled meeting of the Commission. S'natures: Signature of delivery person or certified mail number wpaform9a.doc • rev. 7/14/04 Page 4 of 4 Massachusetts Department of Environmental Protection ILIBureau of Resource Protection - Wetlands WPA Form 9 — Enforcement Order Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 1. Location of Violation: rsom Property Owner (if different) 80 Saile Way Street Address North Andover City/Town 63 Assessors Map/Plat Number Methuen, MA 01844 02/26/2014 Date 01845 Zip Code 47 Parcel/Lot Number 2. Extent and Type of Activity (if more space is required, please attach a separate sheet): B. Findings DEP File Number: The Issuing Authority has determined that the activity described above is in a resource area and/or buffer zone and is in violation of the Wetlands Protection Act (M.G.L. c. 131, § 40) and its Regulations (310 CMR 10.00), because: ❑ the activity has been/is being conducted in an area subject to protection under c. 131, § 40 or the buffer zone without approval from the issuing authority (i.e., a valid Order of Conditions or Negative Determination). wpaform9a.doc • rev. 7/14104 Page 1 of 4 A. Violation Information Important: When filling out This Enforcement Order is issued by: forms on the North Andover computer, use Conservation Commission (Issuing Authority) only the tab key to move To: your cursor - do not use the Paul & Shelley Russell return key. Name of Violator �-� c/o Paul M. Russell, LLC, 231 Broac Address 1. Location of Violation: rsom Property Owner (if different) 80 Saile Way Street Address North Andover City/Town 63 Assessors Map/Plat Number Methuen, MA 01844 02/26/2014 Date 01845 Zip Code 47 Parcel/Lot Number 2. Extent and Type of Activity (if more space is required, please attach a separate sheet): B. Findings DEP File Number: The Issuing Authority has determined that the activity described above is in a resource area and/or buffer zone and is in violation of the Wetlands Protection Act (M.G.L. c. 131, § 40) and its Regulations (310 CMR 10.00), because: ❑ the activity has been/is being conducted in an area subject to protection under c. 131, § 40 or the buffer zone without approval from the issuing authority (i.e., a valid Order of Conditions or Negative Determination). wpaform9a.doc • rev. 7/14104 Page 1 of 4 Massachusetts Department of Environmental Protection DEP File Number: ILIBureau of Resource Protection - Wetlands WPA Form 9 — Enforcement Order Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) ❑ the activity has been/is being conducted in an area subject to protection under c. 131, § 40 or the buffer zone in violation of an issuing authority approval (i.e., valid Order of Conditions or Negative Determination of Applicability) issued to: Name Dated File Number Condition number(s) ❑ The Order of Conditions expired on (date): Date ❑ The activity violates provisions of the Certificate of Compliance. ❑ The activity is outside the areas subject to protection under MGL c.131 s.40 and the buffer zone, but has altered an area subject to MGL c.131 s.40. ® Other (specify): This Enforcement Order is issued to allow restoration of the 100-foot Buffer Zone. See attached. C. Order The issuing authority hereby orders the following (check all that apply) ❑ The property owner, his agents, permittees, and all others shall immediately cease and desist from any activity affecting the Buffer Zone and/or resource areas. ® Resource area alterations resulting from said activity shall be corrected and the resource areas returned to their original condition. ❑ A restoration plan shall be filed with the issuing authority on or before for the following: See attached restoration plan and supporting documents. Date The restoration shall be completed in accordance with the conditions and timetable established by the issuing authority. wpaform9a.doc • rev. 7/14/04 Page 2 of 4 ILIMassachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 9 — Enforcement Order Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Order (cont.) ❑ Complete the attached Notice of Intent (NOI). The NOI shall be filed with the Issuing Authority on or before: Date for the following: No further work shall be performed until a public hearing has been held and an Order of Conditions has been issued to regulate said work. ❑ The property owner shall take the following action (e.g., erosion/sedimentation controls) to prevent further violations of the Act: Failure to comply with this Order may constitute grounds for additional legal action. Massachusetts General Laws Chapter 131, Section 40 provides: "Whoever violates any provision of this section (a) shall be punished by a fine of not more than twenty-five thousand dollars or by imprisonment for not more than two years, or both, such fine and imprisonment; or (b) shall be subject to a civil penalty not to exceed twenty-five thousand dollars for each violation". Each day or portion thereof of continuing violation shall constitute a separate offense. D. Appeals/Signatures An Enforcement Order issued by a Conservation Commission cannot be appealed to the Department of Environmental Protection, but may be filed in Superior Court. Questions regarding this Enforcement Order should be directed to: Jennifer Hughes Conservation Administrator Name 978.688.9530 Phone Number Mon, Wed Thurs 8-4:30 Tuesday 8-7, Friday 8-12 Hours/Days Available Issued by: North Andover Conservation Commission Conservation Commission Conservation Commission signatures required on following page. wpaform9a.doc • rev. 7/14/04 Page 3 of 4