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HomeMy WebLinkAboutMiscellaneous - 657 FOREST STREET 4/30/2018 (2) 657 FOREST STREET 210/105.D-0021-0000.0 Date. . . ...... F NOFTM TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION 9SSACHUSEt \ This certifies that . . .51.� /� I h . . . . . . . has permission for,gas installation . . . . .. . . . . . . . . . . . . . . . in the buildings of Z-f LC�!'.'. .` . ��.`.��' . . . . . . . . . . . . . . . . . . at . . . GIIr . . . . . . ., North Andover, Mass. Fee. ?'?.—. . .. Lic. No.. J(.l :'. . . �-�- . . . . . . . GASINSPECTOV Check 7329 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) N ANDOVER ,Mass. Date 8/6 2010 Permit# a �- ` Building Location Owners Name 657 FOREST ST 657 FOREST ST REALTY TPd Owner Tel# 603-785-8768 GEORGE HASELTINE Type of Occupancy RESIDENTIAL New Fv—(] Renovation F-1 Replacement❑ Plan Submitted: Ye[:]No[:] FIXTURES rA r x a W U z U) V) "I co U W a' 0 w W O OV z x o O z F W 7 a x > ¢ z W Lu W z z F w w o > o W a w a Z Q W Q 9 F � � GG z O z � 0 t0 x W tt < = 0 � 2 OU 0 > A aLu O w ` SUB-BSMT BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4T"FLOOR 5T"FLOOR 6T"FLOOR 7TH FLOOR 8T"FLOOR Installing Company Name Eastern Propane & Oil, Inc Check one: Certificate Address 131 Water Street ZCorporation Danvers, MA 01923 Partnership Business Telephone# 800-322-6628 Firm/Co. Name of Licensed Plumber or Gas Fitter JACK COOMBS INSURANCE COVERAGE: I have a cur liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch.142. Yes No El If you have c ecked rimes,please indicate the type coverage by checking the appropriate box. A liability insurance policy F/ Other type of indemnity ❑ Bond ❑ 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: Owner ❑ Agent Signature of Owner or Owner's Agent 1 hereby certify that all of the details and information I have submitted(or entered)in a v_ pplication t e and-acc ate to the st of my knowledge and that all plumbing work and installations performed under the permit issu fo this app' wil.be in omplianc th all ertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the Genera ws. By Type of License: •-Plumber rLicen� natur License Plumber or Gas Fitter Title •Gas fitter L f� 30 • -Master Number !T (� City/Town •-Journeyman APPROVED(OFFICE USE ONLY) 9545 7 �o Date.....7:...................... a 3?�+_FORTH�M�Qt TOWN OF NORTH ANDOVER _ PERMIT FOR WIRING SAC11USfc� This certifies that n { has permission to perform ..........� Lam.....!` 4uS -- a wiring in the building of p�/!t.r ... ........................... ....... . ............. at.....6,57.7....1�; &S7".........S................. North Andover,Mass. Fee.. ,?0.'`'lsLic.No.. .066 J6 �.......... . � ..... ECTRICALINSPECPOR Check # d " N L..VI//IIIVIIWCQ/LII LII I7OD.J00WILI.7CLL00 --- -- - f Department of Fire Services Permit No. sy t Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] (leaveblank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code 01EC),527 CM 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: -- lJP_' // City or Town of: NORTH ANDOVER 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) �(�. � FDre3 Owner or Tenant �j-r�e zJ 1ST &ji IJA, Telephone No. Owner's Address (tCFC Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate ox) Purpose of Building ouyp Utility Authorization No. 9S. 0/6.v Existing Service Amps Volts Overhead ❑ Undgrd ❑ No.of Meters 171 New Service (52& Amps /&qO Volts Overhead Undgrd ❑ No.of Meters / Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: ��(,� (-AeLe- Completion of the following table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires c; Swimming Pool Above ❑ In- ❑ o.o Emergency Lighting rnd. rnd. Batter Units No.of Receptacle Outlets &0 No.of Oil Burners FIRE ALARMS I No.of Zones No.of Detection and No.of Switches 30 No.of Gas Burners Initiating Devices No.of Ranges S No.of Air Cond. Total No.of Alerting Devices g Tons No.of Waste Disposers Heat Pum Number ns ToKW No.of Self-Contained p Totals ' Detection/Alerting Devices No.of Dishwashers S ace/Area Heating KW Local❑ Municipal El Other p g Connection No.of Dryers 5 Heating Appliances KW Security Systems:" Y � � No.of Devices or Equivalent No.of Water No.of No.of Data Wiring: Heaters KW Signs Ballasts 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 o Electrical Wor� �5o� (When required by municipal policy.) Work to Start: 7 Jaz I I'D 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 suchov rage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of erjuzy,that the information on this application is true and complete. FIRM NAME: ii ©re- LIC.NO.: Licensee: hYl an-ne I Signature LIC.NO.: IOU©N'lK (If applicable,enter "e e pt"in th licens number line. B .Tel.No.: D Sao-���V Address: } t.Tel.No.: 03 d --`7S y *Per M.G.L c. 147,s. -61,security wo`rk requires Dep rtment of Public Safe icense: Lic.No. 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,I hereby waive this requirement. I am the(check one)❑owner ❑ owner's Owner/Agent PERMIT.FEE: $ Signature Telephone No. { F I E The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 s. www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information c n I Please Print Legibly Name(Business/Organization/Individual): �1 /��1W 61tC,4fJ tZ Address: q q p3 jo3 City/State/Zip: Phone#: Con Are you an employer?Check the appropriate box: Type of project(required): 1.;?� I am a employer with Cj _ 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet. Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.F]Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.E]Plumbing repairs or additions myself. [No workers'comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 3- fA-� FPY-m T KZJr14,w Policy#or Self-ins.Lie.#: Expiration Date: f Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do her ertify u der tl ns and penalties of perjury that the information provided ab a is tr ue and correct. Signature: Date: Phone#: &a--,;t, ;�2,7 V Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Date /Z ".0�T o TOWN OF NORTH AN AVER �a ..w 0 p PERMIT FOR PLUMBING 1SSACNUSf 1/ This certifies that . . I' . . . . . . . . . . . . . . . . . . . . . has permission to perform . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . Ck/ c �- s ���/t . .... . . . . . . . . . ` at . . . . . . . .. North Andover, Mass. Fee ISO. . . .Lic. No.31,?00. . . ,. �� tom. . .. . . . . . . . . PLUMBING IN PECTOR Check x 8381 V 4 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (I)Te or print) NORTH ANDOVER,MASSACHUSETTS r Date �S # ' Building Location p ��CL QS(�wners i Name Permit - Amount Z/ Type o£Occup anc �j New Renovation New ® Plans Submitted Yes No FIXTURES rnz rxPqWIL- 5MFLOM aRksamm SCRBM � 6TSFI� 7MFLOM SISFtfOCR Check one: Certificate (Print-or type) r - Installing Company Name ' Corp. Address 01 O• Z-Z (/17�y✓�.�_.`,��,aJ 1V. El Partner. Busyness Telephone o 03 - 'k("' D Firm/Co. Name ofLicensed Plumber: ki T f-r Ai- Insurance Coverage: Indicate the Type of insurance coverage by checking the 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 ofthe above three insurance Signature Owner Agent I hereby certify that all ofthe details and information I have submitted(or entered)in above application are.true and accurate to the best of myknowledge and that all plumbing work and installations performed er yermit Issued for this application will be in compliance with all pertinent provisions ofthe Mass setts to Plumbing d Chapter 142 ofthe General Laws. By: rgna otilicenSeaViumoer Type of Plumbing License Title a i s U o CitylTomm Lrcenense um er Master Journeyman APPROVED(OFFICE USE ONLY The Commonwealth Of Massachusetts { Department o frndush ial A, dents t Of ice of hivest,-adons 60.0 Wavizinb.,tonStreet $octan, 3L4 0211- www-McMs govldia Workers' Compensation Insurance Afficl'.avft: BuUders/Contracfors/ Iectricians/Plumbers ).n licant Tnform�abon . ' Please Print Legibly Name(Business/Organization/Individual): Address: Z City/State/ZiP_N►LV% 14 O�n 6!4 Phone#:_ •Are you an employer?Check the appropriate box: I.❑ I am a employer with 4. ❑ I am a aeraType of project(required): , employees(full and/or part-time).*, have hir d -the sub concontrac orstor and l 6. , ,New construction 2. am a sole proprietor or partner- Misted on tht attached sheet 1 7• ❑Remodeling ship and have no employees These sub-contractors have working for me•in any capacity. workers' comp.insurance. 8' ❑Demolition [No workers'comp. insurance 5. ❑ We,are a corporation and its 9. ❑Building addition retluired.] officers have exercised their 10.❑Electrical repairs oradditions 3•❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumb' r • myself.[No workers'comp. c. 152,§I(4),and we have no In or additions insurance required.] t employees. [No workers' 12.❑Roof repairs comp.insurance required.] 13 E]other A nY�^a?icant t °t �Ua boxm=;°tUI cel r c ecrirn he o�v' �WoEosneownawho submitfids affidavit indicating the,_, ^.^. YTres 4d laallw� then and thn om outsid- contz ctan zdq ma new amdavit indicating such.+ContEebrs fh t eb k ds; . esownaPthenaehoifthesubcontLacto and their workers'comp.policy infonaaiioa, .Pam an employer that isprov" ng workers'compensadoa insurance for my employees BelOill is thepoficy and job site information, Insurance Company Name: Policy#or Self-ins.Lic. : a-piration Date: Job Site Address: ' City/State/Zip: o Attach a copy-of the workers'compensation policy declaration page(sha�,iag the policy number.and expiration date). Failure secure coverage as required under Section 25A of MGL c. 152 can lead o the imposition of criminal penalties of a tine up to$1,500.00 and/or out imprisonment,as well as civil penalties in the form of a STOP WORK ORDER of up to 5250:00 a day against the violator. Be advised that a copy of thus statemand a fine ent may be forwarded to the Office of Investigations of the DIA for insurance coverage verification Ido hereby certify un er theRains and enol 'es of perjury thczr the i4formation provided above is true and correct Signature: Phone#: Official use only Do not write in this area, to be completed I,j,c ,or town offzczaL City or Town Permit/License# ISsilfng Authority(circle one); L Board of Health 2.Building,Department 3. City/TWE Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Cort:act 1`�ersort: I'hone'#: Information an- d Instructions � ti Massachusetts General Laws chaptcr 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 employeris defined as"an individual,partnership,-association,corporation or other legal entity,or any two ormore of the foregoing engaged in a joint enterprise,and including t1ae legal representatives of a deceased employer,or the receiver or trustee of an individual,paraership,association ox-other legal entity,employing employees. However the owner of a dwelling house having VMt more than three apartnoL ents and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintf--mance,construction or repair work on such dwelling house or on the grounds or building appurt-Pnant thereto shall not because of such.employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or lo.-Cal licensing'agency shall wiithhold-the issuance or renewal of a license or permit to operate a'business or to c=onstruct buildings in the commonwealth for any applicant who has not produced acceptable evidence of coiompiiance 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=-t:U acceptable evidence of compliance with theinsurance requirements of this chapter have been presented to the contracting authority." Applicants Please 0-out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insur=e. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with.no employees other than the members or,partners,.are not required to carry workers'comp=sation inCnrn\ace. If an LLC or LLP does have employees,a policy is required Be advised that this affidavit maybe submitted to the Department of Industria=l Accidents for coufirmaiion of insurance coverage. .Also be siure'to sign and date the affidavit. The affidavit should .7 t t -s t s 4 t: .:--r_-t :. 'oe r'vt'?iTieu t0 the vic�G: ki n n that the cuJuCae��u t u the per�t'or lice-we is be=rg req�sestea,lint the l)r3art—meat of Industrial Accidents. Should you have,mny.Tnestioms regardz*<g•-?-e la.--of it you are required to obtain a worlrers' compensation policy,please call the Department at the numbe=r listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. , o 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 stampe=d or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future per=nits or licenses. A new affidavit must be filled*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 bum leaves etc.)said person is NOT required to complete this affidavit. The Office ofIuvestigations would lilm 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,fagnumber._.. The Cammonwwealtb- of Mm3achuset-ts. Depar(memt of Indussfrial Accidents : •415ce of Inresti ations 6OQ Washinatan Street Easton,,ILA 02111 TaL #617-727-4900 ext 406 or 1-9 77-M SS_A.FE Fax#6.17-?Z7-7749 Revised ;-26-05 vn m%mass._gov./dia Date. . ... . ... NORTIy OF 64, o? TOWN OF NORTH ANDOVER • PERMIT FOR GAS INSTALLATION 9SSACHUSEt i This certifies that . . .A:�1. has permission for,gas installation . . . . . . . . . . . . . . . in the buildings of J�.:r r: vn� s at . .��..�.7 . . .t. .'1'L. . . . . . . . . . , North Andover, Mass. Fee. .W��. Lic. Nol/.? O. . . . . . . . . . . GAS INSPECTOR - Check# 7310 MASSACHUSETTS UNUMM APPLICATON FOR PERMIT TO DO GAS FLTTING (Type or print) Date -7- NORTH ANDOVER,MASSACHUSETTS Building Locations -66-1 - 4.5,T- Permit#- 7-316 . Amount$ (j . Owner's Name New Renovation ❑ Replacement ❑ Plans Submitted Cn c� En WW W F4 p U z v� W. rig FWD Wd p 0 p W CEW.4 v� IYi C7 U R7 Z 0 p 0Lei 0 Fy x o ` c; a 3 c o U x° a 0 H o SUB -BASEM ENT Ak BASEM ENT 1ST. F L 0 0 R 2ND. FLOOR 3RD . FLOOR 4TH. FLOOR L7T H. FLOORH . FLOOR H . FLOOR H. FLOOR (Print or type) / y^ Check one: Certificate Installing Company Name— 6 l T_� ` t2,� /Y, Corp ❑ Address P d, 6 22 ryU ` A Partner. Business T'e ep nel o 6 $_ ❑ Firm/Co. Name of Licensed Plumber or Gas Fitter T'# Lo je- 1 INSURANCE COVERAGE Check one: I have a current liability u-isurance policy or it's substantial equivalent. Yes IM No' If you have checked yes,please indicate the type coverage by checking the appropriate box. Liability insurance policy " Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver: I am aware that the.licensee does not have the Insurance coverage required by Chapter 142 ofthe 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 perfogmed under Permitissued for this application will be in compliance with all pertinent provisions of the Massachusetts State a Coe d C pte 42 of the General Laws. By: Signature of Licensed Plumber Or Gas Fitter Title ❑ Plumber 2 l�l o o City/Town ❑ Gas Fitter License Numher ❑ Master APPROVED(OFFICE USE ONLY) ❑ Journeyman The Commonwealth of Massachusetts lipDepartment o f Industrial Accidents Office of Investigations 600 Washington Street Boston, .MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/organization/Individual); Address: 'P, City/State/Zip:_A1p go;mea-c,�C N. Phone#: Are you an employer?Check the appropriate boa: Type of project(required): [2:� ❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6' ew construction I am a sole proprietor or partner- listed on the attached sheet. 1 7• ❑Remodeling ship and have no employees These sub-contractors have 8. []Demolition working for me in any capacity. workers' comp.insurance. o workers' c 9 Building addition [N comp. inc,,,-ance 5• ❑ We are a corporation tro n rp and its i required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL .11.F-1 Plumbing repairs or additions myself.[No workers' comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required]t employees_ [No workers' WHIP.insurance required.] 13.[]Other -n3' pli that checks box.#1:oust also fill'cut the sec�en beloe,�sh T Homeowners e~•u b Tie workers'c omucasation polio'y info cation. who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a neer 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. I am an employer that isproviding workers'compensation insurance for my employee information. s Below is the policy and job site Insurance Company Name: Policy#or Self-ins.Lie.M Expiration Date: Job Site Address: City/State/Zip: A tach 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 foam of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u der the ains andp al es ofperjury that the information provided above is true and correct Signature. Date.: -7 Phone#: (00.3 305- 3 5 [City use only. Do not write in this area, to be completed by city or town offtcW Town: Permit/License# Authority(circle one):d of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.PIumbing Inspector Person: Phone#: Information and Instructions L 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 t1be 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 apartmLents 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-contractors)name(s),address(es)and phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with.no employees.other than the members or ariners.are not required to c workers' com ensation insurance. If an LLC or LLP does have P q�' �3' P. 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.Orty or town that the app,lrcafion for the permit-or"L'Cens e is beingreques+wd,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 Iine. 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 wn-te"a11 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 perinits or licenses. A new affidavit must be filled 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 bum 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 0,ffee of Invest gaf ons 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900.ext 406 or 1-877 MAS.SAFE Fax#617-727-7749 Revised 5-26-05 www.mass.-gov/dia, d r o,xo prH�ti f 4/X O ' m ,SSwCHUSE4 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 016-2011 Date: August 27, 2010 THIS CERTIFIES THAT THE BUILDING LOCATED ON 657 Forest Street, North Andover, MA 01845 MAY BE OCCUPIED AS single-family residence IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Greenscape Property and Building 66 Gilcrest Road Londonderry, N.H. 03053 Building Inspector Fee: $100.00 Receipt: 23054 Arthur W Rose, P.E. PLLC Structural Engineer 1662 ELM STREET Manchester, NH 03101 (603)622-6066 (603) 624-2244 Fax PLEASE NOTE ADDRESS CHANGE August 9E-MAILg 2 01 0 VIA MAIL & E � Mr. George Haseltine Greenscape Property & Building 66 Gilcrest Road Londonderry, NH, RE: Site. visit r 657 Forest Street North Andover, MA Dear Mr. Haseltine: This letter report will confirm my conversation with you subsequent to our meeting at the above reference site on Friday, August 6, 2010. The purpose of my visit was to review the completed wood framing at the single family residence at 657 Forest Street. Based upon my observations and experience it is my opinion that the framing has been erected in accordance with the approved plans and that all wood floor and roof framing wood beam reactions are adequately transferred downward on to the steel columns located within the basement of the dwelling. Thank you for this opportunity to be of service to you and please do not hesitate to contact me should you have any further questions or comments. Very truly yours, F jtk a ss 46" yy oAMMUR W1. Arthur W. ROSE G STRUCTURAL v AWR/zp 14m 30734 4STf�` ss�ONAL E� NORTH TONM o bAndover No.-- 0 X o. O /G7//Ile .CN LAK o dover, Mass., COCMICMEWICK _�. �oRATE D PP -`� 7�7 V BOARD OF HEALTH then Se tic Syste.PERMIT T D � �? THIS CERTIFIES THAT.........CT s�'�G: 'rS E 7C�:�c!r�s�... . E BOLDING C 6 unclanon . „ y has permission to erect.................. g ..................... buildings on ... �� .... ................................................................. Ro5Z, � F to be occupied as............................ y�ce") 'l c!�� ......... ..... .......................................................... c provided that the person accepting this permit shall in every respect conform toterms of the application on file in final 7 7 this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations-Voids this Permit. ro W PERMIT EXPIRES .IN 6 MONTHS ELECTRICAL INSPECT It R UNLESS CONSTRUCTION ARTS Roug ,,. _ r ...................... ........ . :. .................... `. .—:..................................... ervice Z� BUILDING INSPECTOR r Occupancy Permit Required to Occupy Building GAS INSPECTOR Rou�F,�4 h Display in a Conspicuous Place on the- Premises — Do Not Remove F f� No Lathingor D Wall To Be Done Until Inspected and roved b the Building Inspector. DEPARTMEN , P Approved Y 9 P Burner - � - Street No.'� SEE REV E RSlE Sip E smoke Det. T-2_; A u�NO.T SSACHUSE4 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 016-2011 Date: August 27, 2010 THIS CERTIFIES THAT THE BUILDING LOCATED ON 657 Forest Street, North Andover, MA 01845 MAY BE OCCUPIED AS single-family residence IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Greenscape Property and Building 66 Gilcrest Road Londonderry,N.H. 03053 Building Inspector Fee: $100.00 Receipt: 23054 f NORTH 1 41L I A t APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION Building Permit# ADDRESS/LOCATION OF PROPERTY :, 6C-7 FDREST sV: x1. A+-jbour>Z Map Parcel Lot Number SUBDIVISION DATE REQUESTED FILED/READY FOR INSPECTION 2-7 Zo o CLOSING DATE ON PROPERTY: 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 TWENTY DOLLARS$20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Perm Issued ts: Address SIGNED ROUTING CONSERVATION PLANNING DPW.-.WATER METER . SEWERNMATER CONNECTION . NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TQ, ;�.i .wr..u SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST I 1 4"'ij. Lt, .•11} e DPW Signature Fite: Application for OC form revised Jan 2007 V R ' !- AUO �e zolo TOWN OF NORTH ANDQVER HEALTH DEPARTMENT Location / IGA44 T �� No. Alz, Date x O. 40WT#q TOWN OF NORTH ANDOVER 3 0 9 Certificate of Occupancy $ CNBuilding/Frame Permit Fee $ Foundation Permit Fee $ � fnG, tf /t1-4 � Other Permit Fee $ �� ,A TOTAL $ Check # il�q C 232b1 Building Inspector TOWN OF NORTH ANDOVER 1600 OSGOOD STREET Building 20 Suite 2-36 NORTH ANDOVER MA 01845 FURNACES, BOILERS, ROOF TOP UNITS, AIR CONDITIONERS, EMERGENCY GENEREATORS Date: 7-26-10 The undersigned applies for a permit to install the following at: Location 657 Forest Street Owner of premises Greenscape Building & Dey. Address 66 Gilaeast RD Londonde",NH 03= Name of mechanicS&E Cataldi Heating A/C LLC Address 33 English Range RdDe",NH03M Building occupied for Home Material of building Wood Kind of fuel GAS Chimney pvc No. Of flues Size_ Chimney Thickness Lining If steel stack location Diameter Height DESCRIPTION OF HEATING APPARATUS Kind of heater FHA how many 1 make Goodman BTU Input 90,000 Location in building Basement Protected against fire as required How protected See the State Code(Pertaining to Chimneys, Smokestacks and Heating Apparatus) ROOF TOP UNITS OR EMERGENCY GENERATORS Make Weight Dimension Length Width Height Location of building how supported Size of roof timbers Material of roof timbers Span of roof timbers Distance on center Protected against fire as required How protected AIR CONDITIONS Kind of apparatus make HVAC FORM REVISED 11.04 a k� f t - .'institute . 5 Program EPA Approved December 28,1993^ . CERTIFICATE NO. 0245018270996, 7 NAME: SCOTT CATALDI has been certified as a w UNIVERSAL ` technician as required by'40CFR;part U subparYF. The Commonwealth of Massachusetts Department v f r-ftdasft.al Accidents Office of rnveszigations ..600 Washing ton Street Boston, AIA 02111 Workers' Compensationinsurance Affidavit B ov/dig Applicant Information it: Please Print Legibly Name (Business/Organization/Individual): � �IeL �C;�'I n�� Address: City/State/Zip: c Phone#:�( -y 3+ � S� Are you an employer?Check the appropriate box: I•❑ I a employer with 4. [] I am a p, Type of project(required): loyees(full andlorpart-time).* have hirederal contractor and I the sub-contractors 6' ew construction ?•[� I am a sole proprietor or partner_ listed on the attached sheet x 7• ❑Remodeling ship and have no employees These working for me in any capacity. worksub- contractors have Demolition 8. (]ers' comp.insurance. [No workers'comp. insurance 5. '[] We are a corporation and its 9. ❑Building addition required] officers have exercised their I O•❑Electrical repairs or additions 3.[].1 am a homeowner doing all work right of ex • myself [No workers'comp. C. 152,§1(�nd we have no taon per MGL 11.[]Plumbing repairs or additions insurance required.] t em to ees. [NO a 12.[]Roof repairs =-nS pplir= thst h boy�^ comp.insuran a enquired.] 13.0 Other Romeo MUS also ED es:f Lt:secii�reel :. wn=who S ^Y'c--QY,^...a ""'-r a•otlCerS'Co2L`^o^-...:—'r;C� Uhmit tto a{{ldavtt Indicating th ,am dein n r +Contractor* €a. work and thea hire outside oont c:t z4•i submit a new affidavit indicating such that check this ho.*,mom;atm bred an additional sheet showing the o name of the sub-contractors and their workers'comp.policy information. jam an employer that is providing workers'compensation insurance for my employees. Below is the oEi , informa>�ort, p cJ and job site Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: Attach a copy of the workers'compensation policy declaratiion pane(showing the policy Failure to secure coverage as required under Section 25A Of MGL w�R P licy number.and expiration date). fine up to$1,500.00 and/or one-year imprisonment,as well as Gc. 152 can lead to the imposition of criminal penalties of a Of up to$250.00 a day against the violator. Be advised that a Civil pees m the form of a STOP WORK ORDER a fine Investigations of the DIA for insurance coverage verification Py of this statement may be forwarded to the Office of I do hereby �t r �••y fury uaaer the pains es o er , l dirzt the unforen¢eion provided above zs a and correct Sign e: Phone# Official use only. Do not write in this area, to be completed b c J i j or towEhapector City or Town: 11ermitUcenseIssuing Authority(circle one):1.Board of Health 2.Building Department 3. City/Town Clerk 4.Elecplumbing6. Otherd Inspector Contac;Person: Phone Information ani d Instructions Massachusetts General Laws chapter 152 requires all employers to provide wonders'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 writt"`n." 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 t1he legal representatives of a deceased employer, or the receiver or trustee Of an individual,partnership, association oy-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 c entrust bufidings in the commonwealth for any applicant who has not produced acceptable evidence of colinpliance 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 uiI-E 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-contractors) 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 tine members or partners,are not required to carry work=s'comp a:nation insurance. If an LLC or LLP does have employees,a poli is required_ Be advised that this affidavit Y 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 a tile. �.. _ r . lag quiesF.ed,not be i�t'u:ueu to vims O: t�rHEi that the Gppl2Cuud3n tOr the'v'e2mntt'or license L4 be m fne DrJE*TT':elt.of industrial Accidents:. Should you have any questions regardin_�b the law, or ff you are:,k^i:ired to Obtain a workers' compensation policy,please call the Department at the numbs=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 Pleasebe sure to fill in the permitllicense member 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 ole information if recess and policy ( dry) under Sob Site Address the applicant should write all locations in (duty 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 perm nits or licenses. A new affidavit must be filled 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 bum leaves etc.) said person is NOT required to complete this affidavit The Office of Investigations would like to than you in adhmce for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone.and,famnumber: ..._ ne Commonwealth of Massachusetts Depart m=t Of hIdustrial Accidents Office of Investigations 600 Washing-bn Street Boston,ILA 02111 Tel. 4 617-72.7-4900 e).ft 406 or 1-87/ -MASSAFE Revised _-26-Oi Fax-4617-727-7/49 vcWW.mass.-aov/diia. NORT#q TO" 0 6Andover 0 /4 LAK dover, Mass., -7 /;, COC MIC ME WICK A0RATED C `S U BOARD OF HEALTH PERM, IT T Food/Kitchen Septic System BUILDING INSPECTOR �f cl THIS CERTIFIES THAT......... �' .S p�° 0.. 4 �... .... Foundation j�E s� ' has permission to erect.................:...................... buildings on ...Cvs. ..7....A................................................................. Rough to be occupied as............................ � �� � �`/ ......................................................... Chimney .....s�....... .�, .::..... "................ . provided that the person accepting this permit shall in every respect conform to�tfie terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION ARTS Rough ...................... ........ ... ..........: .............=+ ..........:.......................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall; To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSES Smoke Det. SN OF q+lq S O ARTHLUM W. G if ROSE N MUMRAL "� Q 140.30734 12 g C�d 8 F F�1SLo 12 SS/pNA Mc' q .� Qoc' FM FMI ® FMIaA� � Z I C>Ln ccz LZ cC, U o y N 0 F FM HIM ON— F.G. LLiN � LEFT SID rmLr=\/4 r I oN FRONT L-El/4T f ON � � x 0 � m Lu NOTE: ALL NOTES AND DIMENSIONS w R ARE SUBJECT TO CHANGE } v U-1ACCORDING TO LOCAL CODES BUILDING REQUIREMENTS,ANDLu z SITE CONDITIONS. CALCULATED w DIMEN51ONS TAKE FRECEDANCE 12 OVER SCALED DIMENSIONS. � 3 8 ~ PLAN S.F. IST FLR = 956 ® ® ® 2ND FLR = 956 ® 12 ® ® TOTAL 1912 13 ® ® CUSTOMER: B STRONCK 657 FOREST STREET ® N ANDOVER ® DATE: 06-07-10 SCALE: F.G. F.G. NOTE: STAIRS NOT SHONN REAR F.L. VI ®N NOTE: A-1 FINAL GRADE TO BE SHEET #: FIELD VEREFIED. I OF 6 9F�/S i a O Mull W. y� 3(o1-011 221-011 P.CGE I u 1 u n181-111, I n STRU 'i URAL � 7I-0n q -q II -5 71-10 3 -I s�4,.3o Q EXIBRIOR DOOR R/O 5rHEZVLE I� IQ cQ STAIRS PER FRONT DOOR 64 1/2" x 82 1/2" 1 a CONTRACTOR 3068 S.G. ,., o NOTE: W x FINAL KITCHEN LAYOUTz q-LITE 34 1/2" x 82 1/2" z TO BE CUSTOMER 2868 S.G.. w VERIFIED = u SLIDER W L)W M N v 6068 S.G. 72 x 80 cn z I ` 0 Lo q-LITE 'm i CQ a _ g� _ L5 6068 5. .D. -I ,tiQi CO 1 II i �ff Lo Lill TEMP. --- I I--I—---i 2x4 GARAGE WALL H II I D I - DW I 2-2x6 FND. PLATE U-J-J 5068C? ,1 � 131-3111 N —, BI-FOLD 12 0 A v I I i I PWDR. _ O 2x4 GARAGE WALL UI 6 0 1 1 I 1 LNDY, o� SAMPLE � 2-2x6 FND. PLATE DINETTU - € _ o KITCHEN � " 0 0 Il \D�, I II 1 11 m I 5/8" FIRERATED 3'1711 7-211 2 -7 4\ 21-411 31411 3-6 I SHEETROCK TO BE USED ON CONNECTING WALL 2826 D.N. ry o z 1 , _ F REF- FIRERATED N Lu 48" OPG. DOOR �' Q- E x C> N 1 _ 5-I/2"xq-I/2" 2.0E PSL m m m ---- 2 CAR GARAGE N w �n s co ZERO CLR. - H-CR. r ------------------- -7 ro CN GAS = I O w l FIREPLACE O Q I N NOTE: I N - SEE FRONT GARAGE I O = �1 (L1 p O -moi WALL NOTES ON W LIVING R00M 1 .a J �o I �. I SHEET A-6 LL U �- I m z DINING ROOM �i z N 4x6 WOOD POST 4x6 WOOD POST �n (Y .,. IL ED CN (J / w Z o cv Z I 7° x II-11411 2.0E PSL n� 16' x 7' O.H. GAR. DR. � i n I FOYER 2x6 GARAGE WALL 2x6 GARAGE WALL o 13-4 n 13,-0n 2-2x6 FND. PLATE 2-2x6 FND. PLATE v m 3gr r CUSTOMER: o = = eS = = STRONCK N o o oci , „ , „ I 657 FOREST co N N N 2 -q 16 -0 3 -311 STREET co N N N 221_011 N ANDOVER DATE: NOTE: WINDOWS AT SLEEPING ROOMS TO COMPLY WITH CODE REQ'S 06-07-10 FOR EMERGENCY EGRESS, SILL HT-5 NOT TO EXCEED 44", 1 11 1 11 1 11 I 11 1 11 1 11 t 11 , 11 NET CLEAR AT 2ND FLOOR WINDOWS IS 5.7 S.F. MIN., NET 5CALE: 3 -q 6 -0 31-311 5 -0 5 -0 3 -3 6 _0 3 _q CLEAR AT IST FLOOR WINDOWS 15 5.0 S.F., MIN. NET CLEAR OPENING HT. SHALL BE 24", MIN. NET CLEAR OPENING WIDTH 3�1611_I1_o11 131-011 101-011 131-0" SHALL BE 20". VIL NOTE: ////-���� 361-011 ALL EXTERIOR DOOR AND WINDOW HEADERS TO BE 2xIO U.O.N. — NOTE: SEE SECTION SHEETS FOR BEAM AND HEADER DETAIL. SHEET 20O F6 OF r N VSs:; C" WIT,HkJq 5' WINDOW R/O SGF!DULE S^7EfiUCTUgAL q -0" 8'-10" 5'-10° 12'-7" 2828 DH 34" x 65" �.><;.30734 2416 DH 30" x 41" 2-2828 DH 61 1/2" x 65" M 72-11(75(oMENT 3q I/2 x 42 �A o w X �[/ E z ¢� D O Q � � wco MM L� o co co �9 ————————————— 1+1 U W cv co co v v �z� N N N �`+ 5P I a �z � L acs 12'-2" 8'—�4" � RD 8'-4" � I 7�-2� I I � �_ u u Li IIL El F• BATH z Z MAST. BEDROOM 2 > O ^, > I W•I•C. 1 �' 2828 D.H. m m 2 v� LIN. I 1 6'-10" 6'-0 5'-10" 3'-6" �6 50(08 - BI-FOLD I z C) o Se1:P GLO I J U - o N N rn CLO ———SSP N - z m _ 5-I/4"xq-I/2" 2.0E-PSL - [L CV x CZ cn - `" 50(0S 7 MASTER BEDROOM BI-FOLD g�c 1 ,L 1 co cv O LU I LU 12'-2" E7 -.011 �'� 3'-6" 13'-4" I � U w 0 2828 D.H. z N LU _' BEDROOM 3 - Q 3 5LOPE FLOOR SffP �t I Z u IN CL05ET - -------j w Z CLO N ----- — ------------- = - -—— 2828 D.H. tJ 3 STUDY ti m Cf) 3-1/2"x9-1/2" 2.0E PSL 71 IF C>j = Z ;��AQ 0 CUSTOMER: n 6 co co STRONCK co co = N m 657 FOREST CN CNo STREET co N ANDOVER co NOTE: WINDOWS AT SLEEPING ROOMS TO COMPLT WITH CODE REQ-5 FOR EMERGENCY EGRESS, SILL HT'S NOT TO EXCEED 44", DATE: NET CLEAR AT 2ND FLOOR WINDOWS 15 5.7 S.F. MIN., NET 3'-�l" 6'-0" 3'-3" 5'-0" 5'-0" 3'-3" 6'-0" 3'—q" CLEAR AT 15T FLOOR WINDOWS 15 5.0 S.F., MIN. NET CLEAR 0(0-07-10 OPENING HT. SHALL BE 24", MIN. NET CLEAR OPENING WIDTH �� " 13'-0" SHALL BE 20". SCALE: 131-011 10-0 40 NOTE: 3/1611=11-01, 36'-0" ALL EXTERIOR DOOR AND WINDOW HEADERS TO BE 2x10 U.O.N. NOTE: A- 3 SEE SECTION SHEETS FOR BEAM AND HEADER DETAIL. SHEET u 3OF6 I II 58-0 a sTRtCILI IAL 361-011 221-011 No 30734 7'-0" 21'-2" 7'-10" 17'-4" 31_211 1'_ ooF9o qk_ ------1 NOTE: CONTRACTOR TO LOCATE CO oC' BASEMENT WINDOWS It o CONCRETE BULKHEAD 8" CONCRETE FR05T I'-4"x8° CONTINUOUS =x PER SITE CONDITIONS WALL TO BE 48" r1 z< CONCRETE FOOTING I I I BELOW FIN15H GRADE � Uao ----------- ---------------------- - ----------a-- -- --------------- ............................. 1 ----•�::: 1 o c� • —————————————————————————————— ————— I r--- ----------, 1------------- 1 Lm I I a cq to z I I I �z� I I I I DROP T.O. FROST AS BULKHEAD I I REQ. FOR I I I I PER BUILDER 7 1 I DOOR OPENING F I I v BASEMENT I I I I I II " 4" CONCRETE SLAB ON o I I I/2" DIA. A307 STEEL `V 6' COMPACTED FILL C) -i I II II I I ANCHOR BOLTS SPACED I I AT A MIN. 0-0" O.C. I I I I I I (TYP.) I I I I I I I I - I I I I b I I 6'-8" 6'-811 5'-10" 3'=6" 6'-8" j I I I cN UMAVATED I I CN _ �i CANTILEVER I • 1 ________ _______ ___-__-__ ____ __ I I 4° CONCRETE 5LAB ON ( I o � FIREPLACE I I 4-2XI2 r 4-2X12 4-2X12 4-2X12 4-2X12 I i 6° COMPACTED FILL I I N z 1 C4 = - = = = ----� - - I I I Q � r I I I-- L-_-_-_� -----1 i I mz I I � I I 3 112' LOLLY CDL - I I I w�p I I Lu x I I I ON 24"x12'xCONT. BEAM POCKET I I NOTE: O�~ I • I z N CONIC. FTG. A5 REQUIRED 1 I SEE FRONT GARAGE 1 1 O m i .- 1 I W/ 3-#4 CONT. cn tfi WALL NOTES ON 1 1 w Tn I I BOTT. OF FTG. z - I • I SHEET A-G }- I. I (TTP.) � � j I I I = pt a N o I I---------------------------� I Q v X ^ I- • V/ cv I • • • I I m —J 3 w I I 1 I o Wz I I I I DROP T.O. FROST AS _� O = I L---------------- 3-1/2"xq-1/2" 2.0E P5L ----- ----------J 1 REQ. FOR DOOR LL_ ~ 1 1 OR 3-2XIO — r I OPENING — ------------ ------------ I I 21-611 161-01 31-011 8" CONC FOUNDATION ————————————— ON I'-4"x8" CONTINUOUS 221-0" CUSTOMER: 1/2" DIA. A307 STEEL CONCRETE FOOTING STRONCK ANCHOR BOLTS SPACED NOTE: 657 FOREST AT A MIN. 6'-0" O.C. - POURED FND. WALLS 8' THICK, WITH 3000 LB. CONCRETE. A #4 REBAR SPACED 6' O.G. EMBEDDED IN POURED FOOTINGS AND TIED TO WALLS. STREET (TYP.) - LALLY FOOTINGS WILL BE CONTINUOUS. ALL FOOTINGS WILL BE A MIN. 4'-0' BELOW F.G. N ANDOVER - FND. ANCHOR BOLTS SPACED 6'-0' O.C. (MAX. 12' ON CORNERS) EMBEDDED IN POURED CONCRETE OR STRAPS SPACED 42' O.C. - BASEMENT FLOOR WILL HAVE 4' (AVERAGE) OF 3000 LB. CONCRETE WITH SAW CUT DATE: 131-011 101-011 131-011 CONTROL JOINTS, AND WILL BE POURED ON COMPACTED FILL OR CRUSHED STONE, 06_01_10 WITH A POLY-VAPOR BARRIER UNDER SLAB. . - BUILDER WILL INSTALL A ROUGHED PA551VE RADON MITIGATION SYSTEM. SCALE: 361-0" (LOCATION AND TYPE ARE AT BUILDERS DI5CRECTION) - GARAGE FLOOR WILL HAVE 4' (AVERAGE) OF FIBERMESH CONCRETE WITH SAW CUT 7j/I(o11=1�_On CONTROL JOINTS, AND WILL BE POURED ON COMPACTED FILL. - ALL SLABS ON GRADE SHALL BEAR ON COMPACTED FILL. - BASEMENT WILL BE UNFINISHED AND INCLUDES (2) BASEMENT WINDOWS. A - 4 - AN INTERIOR OR EXTERIOR PERIMETER DRAIN WILL BE INSTALLED. (LOCATION AND TYPE ARE AT BUILDER DISCRETION) - FOUNDATION WILL BE DAMP-PROOFED (BELOW GRADE) SHEET u. - SILL ANCHORS SHALL BE IN COMPLIANCE WITH 5ECTIO14 5403.1.6. 4 OF G ROOF CONSTRUCTION: 25 YEAR SHINGLES ON OF S 15 BORUI DING " FELT OVER 1/2" 13_pu 13'-0 ADVANTECH 4 4 ARTH PLYWOOD SHEATHING ONW. , FRAMING MEMBERS AS NOTED. STRUCTURAL NOTE: ROOF DESIGNED FOR GROUND v SNOW LOAD OF 55 PSF MAI.30734 CQ 2X12 RIDGE CONT. ,0 9 a CONT. RIDGE VENT �°F F�'(S` •`�-a o o TYPICAL SOI f I T 25 ON YEAR SFELTL ES ON�/2" 2X10 RAFTERSS�OPd Z FASCIA $ RAKES WRAPPED WITH ADVANTECH OR @ 16 O.C. ALUMINUM. CONT. ("FETAL DRIP EDGE. PLYWD. SHEATH'G PROVIDE 1X12 VINYL SOFFIT. {� a c n PROVIDE CONT. VENTING PER CODE APPROVED METHOD. o 4D I� cq to • 2X4 @ 32" O.G. 81'-0" TYPICAL STAIR: COLLAR TIES C) TYP. 3- 2X12 STRINGERS TYPICAL 10" TREADS MIN. (HARDWOOD OR 3/4" PLYWOOD PER BUILDER) 2X6 CEIL'G JOISTS ty 3/4" RISERS. EQUALLY SPACED @ 16 O.C. AND NOT TO EXCEED 7-3/4" �+ IN HEIGHT. I/2" GYP. BIRD. R-30 INSUL. TYPICAL FLOOR: ON 1x3 STRAPPING @ 16" O.C. +W- 3/4 TONGUE AND GROOVE c ADVANTECN MASTER PLYWOOD DECKING NOTES: BEDROOM CLOSET — c� GLUED AND RING NAILED TO 2X6 STUDS @ 16" c FLOOR FRAMING AS NOTED. SILL ANCHORS SHALL BE IN O.C. W/ Riq INSUL. COMPLIANCE WITH SECTION 5403.1.6. LL 3/4" ANVANTECN TYPICAL SILL: GENERAL NAILING PATTERNS SHALL OR PLYWD. DECK _w N BE IN ACCORDANCE WITH n/ I- 2X6 TREATED SILL PLATE APPENDIX 120.0. 2X10 JOISTS @ IV' O.C. 4. w ` ON I- LAYER FOAM FDN. INSUL. WITH METAL ANCHOR STRAPS ORz 0,/ m I/2" GYP. BRD. BOLTS @ G'-O" O.C. MAX. - ON 1x3 STRAPPING w O y_ Lu SILL TO BE 8" ABOVE FINISHED �� @ 16" O.C. +- GRADE MINIMUM. c L Q �--- w o� DINING ROOM KITCHEN 2X6 STUDS @ 16" � IL U -r ,,, NALL CONSTRUCTION: ' Q O.C. W/ Riq INSUL. i z `p � 2X4 STUD coW' ^ 4-1/2" VINYL SIDING ~� BEARING WALL � Q / z 1/2" O.S.B. SHEATHING ON m'� 3/ TECP " ANVANDECK w Z 2X6 STUDS @ 16 O.C. MAX. W/ Riq INSUL. _ WITH R-Ici FIBRE BATT INSULATION. 1— PROVIDE 4 MIL POLY VAPOR BARRIER ON INTERIOR FACE WITH 2X10 JOISTS @ 16" D.C. 1/2" SHEETROCK OVER. F.G. z TYPICAL WOOD: �w 4-2X12 F.G. ALL WOOD BEAMS, FLOOR E ROOF 8" CONC. I � E CUSTOMER: FRAMING TO BE SPF #2 OR BETTER FND. WALL co < BASEMENT 3 STRONCK OR TRUSS JOIST MICROLLAM OR PARALLAM 2.OE ES AS NOTED WITH SIZES AS SHOWN. ALL WALL STUDS ~ 0 657 FOREST ARE SPF STUD GRADE OR BETTER. Y'.� 3 1/2 LALLY COL. STREET ALL LUMBER IS SURFACE FOUR SIDES 4 CONC. SLAB N ANDOVER (545) AND KILN DIKED Iq% OR LE55 MOISTURE CONTENT. ALL EXTERIOR DECK t PORCH FRAMING 4t POSTS TO BE PRESSURE TREATED. —— DATE: I'-4" X 6" CONT. CONCRETE FOOT'G 2'-0" x 1'-0" x CONT. h 06-07-10 I V OT E: CONCRETE FOOTING SCALE: W/ 3-#4 CONT. CONTRACTOR TO INSURE ALLBOTT. OF FTG. 3/Ir,"_Ii-O" CONSTUCTION MATERIALS AND METHODS MEET OR EXCEED 3 I/2" LALLY CDL CODE REQUIREMENTS. ON 24 xl2 xCONT. VERIFY ALL DIMENSIONS. CONC. FTG. 1111A IN SECTION NOTE: A- 5 SEE TYPICAL FND. DETAIL SHEET u: FOR MORE INFO ON FND. 5 OF (o BEAM OR HEADER FRONT GARAGE WALL NOTES: NOTES= SILL ANCHORS SHALL BE IN JOISTS HANGERS INSTALL (2) 1/2" DIA. x 12" A307 SILL COMPLIANCE WITH SECTION 5403.1.6. 'j14 Of ANCHORS IN EACH OF THE (2) FRONT �FAt �h9ss Q GARAGE WALL SECTIONS LOCATED NOT MORE GENERAL NAILING PATTERNS SHALL O A:iT1, C� 2x CLG. JOISTS " �% W. 'j m THAN 12 NOR CLOSER THAN 7 BOLTS DIA. BE IN ACCORDANCE WITH � R c- N FROM THE SILL PLATE ENDS. APPENDIX 120.0. C.3STRi> � rn „ - m Ln 7t►RgE t�p o T7\:lx3 THE (2) FRONT WALL SECTIONS OF THE �` •X0734 �STRAPPING GARAGE SHALL BE CONTRUCTED WITH 2x6 �o.�9�G! O y o tD @ 16" O.C. WALLS. THEY SHALL BE SHEATHED WITH F S 'P` "Y I/2" PLYWOOD PLATE. FULL SIZE 1/2" OSB OR BETTER INSIDE AND ss70N ~ �z w EXTEND 12" EACH OUTSIDE ASSURING THAT THE SILL PLATE 6 SIDE OF BEAMAND TOP PLATE ALONG WITH A MIN. OF 16" � W ��CD OF WALL STUDS ARE FULLY CAPTURED BY c c`l PLUS}. 15F.4" SHEATHING. acQ 2ND FLOOR CLCD. EXTERIOR SHEATHING HORIZONTAL SEAMS � to a�, SHALL BE BLOCKED WITH HORIZONTAL 2x6'5 il'-o" n'-o" U rm NOT TO SCALE SECTIONS BETWEEN STUDS. THE NAILING U PATTERN FOR THE DOUBLE SILL PLATE IS �" F 8D COI"II"ION, 3" O.C., STAGGERED FOR EACH N 2x6 FORMING THE SILL PLATE. 2X12 RIDGE CONT. 1/2" STEEL ANCHOR CONT. RIDGE VENT BOLTS @ 6'-0" O.G. 25 YEAR SHINGLES ON SET MIN. 7" DEEP 15# BLDG. FELT ON 1/2" 2x6 STUDS INTO FND. WALL. ADVANTECH OR 2X10 RAFTERS @ 16, O.C. PLYWD. SHEATH'G @ ib" O.C. 2x6 WD. PLATE OVER 2x6 P.T. SILL PLATE 2x JOISTS @ 16" O.G. WITH SILL SEALER 12 2X4 @ 32" D.C. 12" COLLAR TIES 8 w o r f: m F.G. TYP. NON-STORAGE AREA tY x — —i— r Lu NIM-III-III= 2x6 2x8 m IIIIillll_- 2-#4 CONT. HORIZ. wO J REINFORCING BARS II 2X10 JOISTS @ 16"O.C. — 3 illi _ ULu Lu 0 8" CONCRETE a w Z FOUNDATION - GARAGE ' ^ 3 p WALL BITUMINOUS 3 2X6 STUDS @ 16"O.C. 2X4 STUDS @ I6"O.C. (. I (FRONT WALL) "ao (GARAGE ONLY) r COATING (TYP.) r (SEE NOTE ABOVE) 4" CONC. SLAB W Z V BASEMENT _ - m SLOPE SLAB }- TO FRONT 2-2x6 PLATE 4u .'S". u Z (GARAGE ONLY) O 2-#4 CONT. HORIZ. m REINFORCING BARS 4" CONC. SLAB 8" CONC. FROST WALL CUSTOMER: REINFORCING @G6BAOR 48" BELOW F.G. STRONCK 1'-4" X 8" CONT. 657 FOREST o CONCRETE FOOT'G 0 000000000000 0000 0 o STREET VAPOR BARRIER .006 TYP. POLYETHYLENE GARAGE SECTION N ANDOVER (-" COMPACTED I -4u INT. OR EXT. PERIMETER DRAIN GRAVEL OR CONT. DATE: CRUSHED STONE CONCRETE SET IN CRUSHED STONE UNDER SLAB FOOTING PER SITE 06-07-10 CONDITIONS 'I f l� 1� NOTE: SCALE: i YT—ICr�L ;:N::). WALL = SSTAIL SEE TYPICAL FND. DETAIL 3/16°=1'-0° NOT TO SCALE FOR MORE INFO ON FND. NOTE: A- G REFER TO SHEET A-5 FOR GENERAL NOTES. SHEET u: 60F6 44 REScheck Software Version 4.3.1 Compliance Certificate CNJ( Project Title: Winchester I Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6322 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor 657 Forest Street Greenscape Builders&Developemcape ent GreensBui err&Developement N.Andover,MA 66 Gilcreast Road 66 Gilcreast Road Londonderry,NH 03053 Londonderry NH 03053 (603)425-2300 (603)425-2300 . . Compliance: Maximum UA:268 Your UA:262 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 956 38.0 0.0 29 Wall 1:Wood Frame,16"o.c. 288 19.0 0.0 12 Window:Paradigm 3458:Vinyl Frame,Double Pane with Low-E 60 0.330 20 Door:Therma Tru 3668:Solid 20 0.120 2 Wall 2:Wood Frame,16"o.c. 288 19.0 0.0 13 Window:Paradigm 3458:Vinyl Frame,Double Pane with Low-E 75 0.330 25 Wall 3:Wood Frame,16"o.c. 208 19.0 0.0 11 Window:Paradigm 3458:Vinyl Frame:Double Pane with Low-E 30 0.330 10 . Wall 4:Wood Frame, 16"o.c. 208 19.0 0.0 12 Window:Paradigm 3458:Vinyl Frame,Double Pane with Low-E 15 0.330 5 Wall 5:Wood Frame,16"o.c. 288 19.0 0.0 15 Window:Paradigm 3458:Vinyl Frame:Double Pane with Low-E 30 0.330 10 Window:Paradigm 2630:Vinyl Frame:Double Pane with Low-E 16 0.330 5 Wall 6:Wood Frame,16"o.c. 208 19.0 0.0 12 Window:Paradigm 3458:Vinyl Frame,Double Pane with Low-E 15 0.330 5 Wall 7:Wood Frame,16"o.c. 208 19.0 0.0 12 Wall 8:Wood Frame,16"o.c. 288 19.0 0.0 14 Window:Paradigm 3030:Vinyl Frame,Double Pane with Low-E 9 0.330 3 Window:Paradigm 2630:Vinyl Frame:Double Pane with Low-E 8 0.330 3 Slider:Paradigm 6068:Glass 40 0.310 12 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 956 30.0 0.0 32 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 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:Winchester I Report date: 06/02/10 Data filename:C:\Documents and Settings\Corey\My Documents\REScheck\The Winchester l.rck Page 1 of 5 CREScheck Software Version 4.3.1 NJ( Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments:Second Floor . Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 4:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 5:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 6:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 7:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 8:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window:Paradigm 3458:Vinyl Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:Thermopane Tiltlin ❑ Window:Paradigm 3458:Vinyl Frame,Double Pane with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:Thermopane Tilt/In ❑ Window:Paradigm 3458:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:Thermopane Tilt/In ❑ Window:Paradigm 3458:Vinyl Frame,Double Pane with Low-E,U-factor.0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:Thermopane Tilt/in ❑ Window:Paradigm 3458:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:Thermopane Tilt/In ❑ Window:Paradigm 2630:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 Project Title:Winchester I Report date: 06/02/10 Data filename:C:\Documents and Settings\Corey\My Documents\REScheck\The Winchester I.rck Page 2 of 5 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:Thermopane Tilttln ❑ Window:Paradigm 3458:Vinyl Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:Thermopane Tilt/In ❑ Window:Paradigm 3030:Vinyl Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled 1-1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:Thermopane Tiltlin ❑ Window:Paradigm 2630:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments:Thermopane Tiltlin Doors: ❑ Door:Therma Tru 3668:Solid,U-factor:0.120 Comments:Fiberglas Exterior Doors ❑ Slider.Paradigm 6068:Glass,U-factor:0.310 Comments:Vinyl Sliding Door Floors: ❑ Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior wails behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wail or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough4n blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayediblown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Project Title:Winchester I Report date: 06/02/10 Data filename:C:\Documents and Settings\Corey\My Documents\REScheck\The Winchester I.rck Page 3 of 5 Vapor Retarder: ` Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. 0 Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: C] Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Ej Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 153.0 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 229.4 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough4n total leakage test with air handler installed:Less than or equal to 114.7 cfm(6 cim per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough4n total leakage test without air handler installed:Less than or equal to 76.5 c m(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heating and Cooling Equipment Sizing: 0 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. 0 Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping insulation: HVAC piping conveying fluids above 105 degrees F or ctnited fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. F-I Pool heaters operating on natural gas or LPG have an electronic pilot light. C] Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Project Title:Winchester I Report date: 06/02/10 Data filename:C:\Documents and Settings\Corey\My Documents\REScheck\The Winchester I.rck Page 4 of 5 • ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a 2 minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per waft for lamp wattage>40 Other Requirements: n Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:Winchester I Report date: 06/02/10 Data filename:C:\Documents and Settings\Corey\My Documents\REScheck\The Winchester I.rck Page 5 of 5 Efficiency Certificate Insulation . Ceiling I Roof 38.00 Wall 19.00 Floor!Foundation 30.00 Ductwork(unconditioned spaces): D.. Window 0.33 0.30 Door 0.31 0.35 �Heatin. .. Heating System: Cooling System: Water Heater: Name: Date: Comments: JOB `` �<z.•'L F ARTHUR W. ROSE, P.E. SHEET NO. OF 33 S. Commercial Street CALCULATED BY DATE MANCHESTER, NH 03101 (603) 622-6066 Fax (603) 624-2244 CHECKED BY DATE / SCALE / O i ), „� .yam ' CJ,.r,�•S f—coF E"m tea'. Fta ^a,p� - 12 pt A 7 -7- 8to i/a7z- Fut Arthur W. Rose,P.E.,PITC Title: Job# 1662 Elm Street Job Date: 10:01AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope: Rev: 580000 User: 3-2003 NE Ver 5.8.0. nDec-2003 gSo Timber Beam & Joist (c)1983-2003 ENERCALC Engineering Software Description STRONCK RES. - N. ANDOVER,MA MAIN ROOF FRAMING Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. RAFrERS 16"oc Timber Section 2x10 Beam Width in 1.500 Beam Depth in 9.250 Le:Unbraced Length ft 1.00 Timber Grade Spruce-Pine-Fir, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span Data Span ft 13.00 Dead Load #/ft 20.00 Live Load #/ft 72.25 Results Ratio= 0.9986 Mmax @Center in-k 23.39 @X= ft 6.50 fb:Actual psi 1,093.3 Fb:Allowable psi 1,094.7 Bending OK fv:Actual psi 57.6 Fv:Allowable psi 135.0 Shear OK Reactions M @ Left End DL lbs 130.00 LL lbs 469.62 Max.DL+LL lbs 599.62 @ Right End DL lbs 130.00 LL lbs 469.62 Max.DL+LL lbs 599.62 Deflections Ratio OK Center DL Defl in -0.093 L/Defl Ratio 1,681.2 Center LL Defl in -0.335 L/Defl Ratio 465.4 Center Total Defl in -0.428 Location ft 6.500 L/Defl Ratio 364.5 Arthur W. Rose, P.E.,PITC Title 1662 Elm Street Job# Dsgnr: Date: 10:02AM, 20 MAY 10 Manchester,NH 03101 Description 603-622-6066 Scope: Rev: 580000 4 User.Kw-03ENE,Ver5.8n 1-DecgSo Timber Beam & Joist ire--� (c)t983-2003 ENERCALC Engineering Software n Description STRONCK RES. N. ANDOVER,MA- MAIN ROOF FRAMING Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. dLG.]OISTS 16"o _ , Timber Section 2x10 Beam Width in 1.500 Beam Depth in 9.250 Le:Unbraced Length ft 1.00 Timber Grade Spruce-Pine-Fir, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span Data Span ft 13.00 Dead Load #/ft 20.00 Live Load #/ft 27.00 Results Ratio= 0.5088 Mmax @ Center in-k 11.91 @ X= ft 6.50 fb:Actual psi 557.0 Fb:Allowable psi 1,094.7 Bending OK fv:Actual psi 29.3 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DLlbs 130.00 LL lbs 175.50 Max.DL+LL lbs 305.50 @ Right End DL lbs 130.00 LL lbs 175.50 Max.DL+LL lbs 305.50 Deflections Ratio OK Center DL Def! in -0.093 L/Defl Ratio 1,681.2 Center LL Defl in -0.125 L/Defl Ratio 1,245.3 Center Total Defl in -0.218 Location ft6.500 L/Defl Ratio 715.4 o Arthur W. Rose,P.E., PITC Title: Job# 1662 Elm Street Dsgnr: Date: 10:03AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope Rev: 580000 User:KW-0601716,NE Ver 5.8.0,inDec-2003 gSo Timber Beam & Joist Page--a (c)1983-2003 ENERCALC Engineering Software Description STRONCK RES. - N.ANDOVER,MA-2nd FLOOR FRAMING Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. JOISTS 16"oc Timber Section 2x10 Beam Width in 1.500 Beam Depth in 9.250 Le:Unbraced Length ft 1.00 Timber Grade Spruce-Pine-Fir, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span Data Span ft 13.00 Dead Load - --#/ft 20.00 Live Load #/ft 40.00 *SU ItS Ratio= 0.6495 Mmax @ Center in-k 15.21 @ X= ft 6.50 fb:Actual psi 711.1 Fb:Allowable psi 1,094.7 Bending OK fv:Actual psi 37.4 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DL lbs 130.00 LL lbs 260.00 Max.DL+LL lbs 390.00 @ Right End DL lbs 130.00 LL lbs 260.00 Max.DL+LL lbs 390.00 Deflections Ratio OK Center DL Defl in -0.093 L/Defl Ratio 1,681.2 Center LL Defl in -0.186 L/Defl Ratio 840.6 Center Total Defl in -0.278 Location ft 6.500 L/Defl Ratio 560.4 BEAM ABOVE MASTER BED ROOM TJ-Bea ba m®6.3 F5 serial errieal Number: 5 1/4" x 91/2" 2.0E Parallam@ PSL .3 User:2 5'20/201010:17:29AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 0 -13-315M(;" i LOADS: Product Diagram is Conceptual. Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 390.0 156.0 0 To 13'3 15/16" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.80" 2799/1224/0/4023 Al:Blocking 1 Ply 1 1/4"x 9 1/2"1.3E TimberStrand@ LSL 2 Stud wall 3.50" 1.80" 2799/1223/0/4022 Al:Blocking 1 Ply 1 1/4"x 91/2"1.3E TimberStrand®LSL -See iLevel@ Specifler's/Builder's Guide for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 3922 -3369 9643 Passed(35%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 12744 12744 19585 Passed(65%) MID Span 1 under Floor loading Live Load Defl(in) 0.380 0.433 Passed(L/411) MID Span 1 under Floor loading Total Load Defl(in) 0.546 0.650 Passed(L/286) MID Span 1 under Floor loading -Deflection Criteria:MIN IMUM(LL:L/360,TL:L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 13'4"0/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: STRONCK RESIDENCE N.ANDOVER,MA Arthur W.Rose Arthur W.Rose,P.E.,PLLC 1662 Elm Street Manchester,NH 03101 Phone:(603)622-6066 Fax :(603)624-2244 awroseeng@awroseconstruction.com Copyright ° 2009 by iLevel®, Federal Way, WA. Parallam° is a registered trademark of iLevele. o BEAM ABOVE STUDY b'.'Weyerh.eusc, 3 1/2" x 9 1/2" 2.0E Parallam® PSL TJ,Beam®6.35 Serial Number: Page 15/20/2010 Engine 0 Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED n LOADS: Product Diagram is Conceptual. Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 450.0 180.0 0 To 10' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.29" 2400/1012/0/3412 Al:Blocking 1 Ply 1 1/4"x 9 1/2"1.3E TimberStrand®LSL 2 Stud wall 3.50" 2.29" 2400/1012/0/3412 A1:Blocking 1 Ply 1 1/4"x 9 1/2"1.3E TimberStrand®LSL -See iLevel®Specifier's/Builder's Guide for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3298 -2673 6428 Passed(42%) Rt,end Span 1 under Floor loading Moment(Ft-Lbs) 7970 7970 13057 Passed(61%) MID Span 1 under Floor loading Live Load Dell(in) 0.208 0.322 Passed(U558) MID Span 1 under Floor loading Total Load Defl(in) 0.296 0.483 Passed(U392) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel®Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: STRONCK RESIDENCE N.ANDOVER,MA Arthur W. Rose Arthur W.Rose, P.E.,PLLC 1662 Elm Street Manchester,NH 03101 Phone:(603)622-6066 Fax :(603)624-2244 awroseeng@awroseconstruction.com Copyright ° 2009 by iLevel°, Federal Way, WA. ParallamO is a registered trademark of iLevel°. ry Arthur W. Rose, P.E.,PITC Title 1662 Elm Street Job# Dsgnr: Date: 10:07AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope Rev: 580000 User.KW-0601716,Vers 8.n -Dec-2003 Timber Beam & Joist (c)1983-2003 ENERCALC Engineering Software Description STRONCK RES. - N. ANDOVER,MA- 1st FLOOR FRAMING Timber Member Information Code Ref:2001 Nos,2003 IBC,2003 NFPA 5000.Base allowables are user defined. 0 16"oc z Timber Section 2x10 Beam Width in 1.500 Beam Depth in 9.250 Le:Unbraced Length ft 1.00 Timber Grade Spruce-Pine-Fir, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span,Data Span ft 13.00_ Dead Load #/ft 20.00 Live Load #/ft 53.00 Results Ratio= 0.7903 Mmax @ Center in-k 18.51 @° X= ft 6.50 fb:Actual psi 865.1 Fb:Allowable psi 1,094.7 Bending OK fv:Actual psi 45.6 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DL lbs 130.00 LL lbs 344.50 Max.DL+LL lbs 474.50 @ Right End DL lbs 130.00 LL lbs 344.50 Max.DL+LL lbs 474.50 Deflections Ratio OK Center DL Defl in -0.093 L/Defl Ratio 1,681.2 Center LL Defl in -0.246 L/Defl Ratio 634.4 Center Total DO in -0.339 Location ft 6.500 L/Defl Ratio 460.6 BEAM ABOVE LIVING ROOM h2m@)6.h serial 5 1/4" x 9 1/2" 2.0E Parallam@ PSL TJ•Beam®6.35 Serial Number: User:2 5/20/2010 10:22:34 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 5 ,0 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 390.0 156.0 0 To 13' Adds To SUPPORTS: Input Bearing Vertical Reactions.(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 1.76" 2730/1193/0/3923 Al:Blocking 1 Ply 1 1/4"x 9 1/2"1.3E TimberStrand@ LSL 2 Stud wall 3.50" 1 1.76" 2730/1193/0/3923 Al:Blocking 1 Ply 1 1/4"x 9 1/2"1.3E TimberStrand@ LSL -See iLevel@ Specifier's/Builder's Guide for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3823 -3269 9643 Passed(34%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 12105 12105 19585 Passed(62%) MID Span 1 under Floor loading Live Load Defl(in) 0.344 0.422 Passed(U442) MID Span 1 under Floor loading Total Load Defl(in) 0.494 0.633 Passed(U308) MID Span 1 under Floor loading -Deflection Criteria:MIN IMUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 13'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the!Level@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: STRONCK RESIDENCE N.ANDOVER,MA Arthur W.Rose Arthur W.Rose, P.E.,PLLC 1662 Elm Street Manchester,NH 03101 Phone:(603)622-6066 Fax :(603)624-2244 awroseeng@awroseconstruction.com Copyright ° 2009 by iLevel°, Federal Way, WA. Parallam° is a registered trademark of iLevelm. r JOB ARTHUR W. ROSE, P.E. SHEET NO. OF 33 S. Commercial Street CALCULATED BY DATE b MANCHESTER, NH 03101 (603) 622-6066 Fax (603) 624-2244 CHECKED BY DATE SCALE r 02 / z7 1 S 14- -7- ILI ;. D PRODUCT 207 BEAM BELOW FOYER . �71 by Weyerhaeuser 3 1/2" x 9 1/2" 2.0E Parallam@ PSL (/ TJ-Beam®6.35 serial Number: User:2 5/2012010 10:37:36 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 'F b �a, Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 320.0 96.0 0 To 10' Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Pocket in masonry wall 3.50" 1.50" 18001592/0/2392 L4 None 2 Pocket in masonry wall 3.50" 1.50" 1800/592/0/2392 L4 None -See iLevel®Specifier's/Builder's Guide for detail(s):L4 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2312 -1874 6428 Passed(29%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 5588 5588 13057 Passed(43%) MID Span 1 under Floor loading Live Load Defl(in) 0.156 0.322 Passed(L/744) MID Span 1 under Floor loading Total Load Defl(in) 0.207 0.483 Passed(L/560) MID Span 1 under Floor loading -Deflection Criteria:MIN IMUM(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: STRONCK RESIDENCE Arthur W.Rose N.ANDOVER,MA Arthur W.Rose, P.E.,PLLC 1662 Elm Street Manchester,NH 03101 Phone:(603)622-6066 Fax :(603)624-2244 awroseeng@awroseconstruction.com Copyright 0 2009 by iLevel°, Federal Way, WA. Parallam® is a registered trademark of iLevel°. Arthur W. Rose, P.E., PIIC Title: Job# 1662 Elm Street Dsgnr: Date: 10:45AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope: Rev: 580000 (cse9: 3-2003 NE CALCVer n inDec-2003 gSo Timber Beam & Joist Page 1 ( )1983-2003 ENERCALC Engineering Software Description STRONCK RES. - N. ANDOVER,MA. - 1st FLOOR BM AT FOYER Timber Member information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. F Timber Section 3-2x10 Beam Width in 4.500 Beam Depth in 9.250 Le:Unbraced Length It 1.33 Timber Grade Spruce-Pine-Fir, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No Center Span Datta ft 10.00 Dead Load #/ft 320.00 Live Load #/ft 96.00 Results Ratio= 0.9273 Mmax @ Center in-k 62.40 @ X= ft 5.00 fb:Actual psi 972.4 Fb:Allowable psi 1,048.6 Bending OK fv:Actual psi 63.6 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DL lbs 1,600.00 n, LL lbs 480.00 Max.DL+LL lbs 2,080.00 @ Right End DL lbs 1,600.00 LL lbs 480.00 Max.DL+LL lbs 2,080.00 Deflections Ratio OK Center DL Defl in ~ -0.173 L/Defl Ratio 692.5 Center LL Defl in -0.052 L/Defl Ratio 2,308.5 Center Total Defl in -0.225 Location ft 5.000 L/Defl Ratio 532.7 Arthur W. Rose,P.E.,PITC Title: Job# 1662 Elm Street Dsgnr: Date: 10:42AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope: J� Rev: 580000 User.KW-0601716,Ver 5.8.0,1-Dec-2003 Timber Beam & Joiste (c)1983-2003 ENERCALC Engineering Software Description STRONCK RES. - N. ANDOVER,MA. - 1st FLOOR BEAMS Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. FLOOR BEAMS a Timber Section 6.12 'pe; -Z /4— Beam Width in 5.500 - Beam Depth in 11.500 Le:Unbraced Length ft 1.33 Timber Grade Spruce-Pine-Fir, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No Center Span Data Span ft 6.67 w Dead Load #/ft 520.00 Live Load #/ft 156.00 Results Ratio= 0.4257 Mmax @ Center in-k 45.11 @ X= ft 3.33 fb:Actual psi 372.1 Fb:Allowable psi 874.2 Bending OK fv:Actual psi 38.5 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DL lbs 1,734.20 LL lbs 520.26 Max.DL+LL lbs 2,254.46 @ Right End DL lbs 1,734.20 LL lbs 520.26 Max.DL+LL lbs 2,254.46 Deflections Ratio OK Center DL Defl in -0.024 UDefl Ratio 3,373.1 Center LL Defl in -0.007 UDefl Ratio 11,243.7 Center Total Defl in -0.031 Location ft 3.335 UDefl Ratio 2,594.7 Arthur W. Rose,P.E., PITC Title: Job# 1662 Elm Street Dsgnr: Date: 11:01AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope: 6 Rev: 580000 User.3-2 03 ENE,ver 5.8.0,inDec g 03 So Timber Beam & Joist (c)1983-2003 ENERCALC Engineering Software Description STRONCK RES. -N. ANDOVER,MA. - GARAGE RAFTERS Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000. Base allowables are user defined. FTERS @ 16"oc Timber Section 2X10 Beam Width in 1.500 Beam Depth in 9.250 Le:Unbraced Length ft 1.33 Timber Grade Spruce-Pine-Fr, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span Data 7Dead ft 11.00 ad #/ft 20.00 d #/ft 73.00 Results Ratio= 0.7242 Mmax @ Center in-k 16.88 @ X= ft 5.50 fb:Actual psi 789.1 Fb:Allowable psi 1,089.7 Bending OK fv:Actual psi 47.8 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DL lbs 110.00 LL lbs 401.50 Max.DL+LL lbs 511.50 @ Right End DL lbs 110.00 LL ' lbs 401.50 Max.DL+LL lbs 511.50 Deflections Ratio OK Center DL Defl in -0.048 L/Defl Ratio 2,775.0 Center LL Defl in -0.174 L/Defl Ratio 760.3 Center Total Defl in -0.221 Location ft 5.500 L/Defl Ratio 596.8 Lug GARAGE O.H.DOOR Ay Weyerhaeuser/TJ-Bea � @ 6.35 serial Number: User:2m 520201011:08:49AM 7" x 11 1/4" 2.0E Parallam@ PSL Page Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0172 Roof Slope0M2 0 0 r d 70• ; All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psf):55.0 Live at 125%duration,25.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 450.0 144.0 0 To 16' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifUTotal 1 Stud wall 3.50" 1.88" 4040/1549/0/5589 L1:Blocking 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand@ LSL 2 Stud wall 3.50" 1.88" 4040/1549/0/5589 L1:Blocking 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand@ LSL -See iLevel@ Specifier's/Builder's Guide for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 5473 -4730 19031 Passed(25%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 21435 21435 44925 Passed(48%) MID Span 1 under Roof loading Live Load Defl(in) 0.435 0.522 Passed(U432) MID Span 1 under Roof loading Total Load Defl(in) 0.601 0.783 Passed(U313) MID Span 1 under Roof loading -Deflection Criteria:MINIMUM(LL:U360,TL:1J240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 16'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@, iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: STRONCK Arthur W.Rose RESIDENCE Arthur W.Rose,P.E.,PLLC N.ANDOVER,MA 1662 Elm Street Manchester, NH 03101 Phone:(603)622-6066 Fax :(603)624-2244 awroseeng@awroseconstruction.com Copyright ® 2009 by iLevel°, Federal Way, WA. Parallam° is a registered trademark of il,evelO. Bensons 6-9-10 KeyBean North Andover 1:59pm 1 of 1 KeyBeam®4.506a lmiBearnEngine 4.5084 Matumis Database 1153 Member Data Description: Member Type:Beam Application:Roof Top Lateral Bracing:Continuous Slope: 0.00/12 Bottom Lateral Bracing:None Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Dead Load: 165 PLF Deflection Criteria: U36O live, U240 total Snow Load: 550 PLF Deck Connection:Nailed Member Weight: 14.0 PLF Filename:KYB1 i 2200 2200 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 33.000" 2.587" 5885# 2 16' 1.750" Wall 39.000" 2.587" 5885# NWd nurn Load Case Reactions Used for applying point loads(or fine bads)to carrying heribers Dead Snow 1 1445# 4440# 2 1445# 4440# Design spans 16' 1.750" Product:3112 x 16 Rosboro BigBeam 1 ply Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 23755!# 42933.# 55% 8.07' Total load D+S Shear 49134 12880.# 38 15.34' Total load D+S Max Reaction 5885.# 750751 7% 0' Total load D+S TL Deflection 0.4443" 0.8073" U436 8.07' Total load D+S LL Deflection 0.3352" 0.5382" U577 8.07' Total load S Control: LL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% All product renes are trademarks of their respective owners Al alk"Copyright(C)l989-2005 by Keyrrerk Enterprises,LLC.ALL RIGHTS RESERVED. F- r.\TP.RPkISFS I1.( "Passing is dafirled as when th mertber,floor joist beam or glrcler,shown on this drawing treats applicable design criteda for Loads,Loading Corlcfitiore,and Spars listed on this sheet The design nest be reviewed a fifred des' or desi essiorel as 'red for vat.This design assumes t instal,..,,=n ation aaomL to the rreniteebrrer s specifications. Massachusetts- Department of Public Safeh Restricted to: 00 Board of Buildin!- Regulations and Standards 00- Unrestricted Construction Supervisor License 1G-1 2 Family Homes License: CS 24526 Restricted to: 00 Failure to possess a current edition of the JOSEPH J SALTALAMACCHIAON LN t MORRS 20 Massachusetts State Building Code 20 MORR SNDOWN, NH 03873 , ~{" is cause for revocation of this license. Refer to: WWW.Mass.Gov/DPS ��_ Expiration: 10/18/2011 ('ummisioner Tr#: 6419 y The Commonwealth of Massachusetts Department o f industrial Accidents Office of-Investigations 600 Washington Street Foston, M4 02111 "M•mass-gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/organizationd dividuai): areel-rsct em �P p �-y � B►�f1 d�n� Address: (.6 6*1cfekil- �A ��•�doaal,cr` N1� o3of3. City/State/Zip: Phone#: lo03 Are you an employer?Check the appropriate boa: 1.❑ I am a employer with 4. ❑ I am a general contract7dI Type of project(required): . ployees(full and/or p ti* have hired the sub-contractors 6 ❑New construction 2 I am a sole proprietor or partner- listed on the attached sheet ❑Remodeling ship and have no employees These sub—contractors have working for me in any capacity. workers' comp.insurance, g' Demolition [No workers' comp. insurance 5. ❑ We are a corporation and its 9. ❑Building addition 3.7required.]' officers have exercised their 10.❑Electrical repairs or additions .1 am a homeowner doing all work right of exemption per MGL 11.❑Plumbingr myself. [No workers'comp. c. 152,§1(4),and we have no or additions insurance required.] t employees. [No workers' 12.❑Roof repairs comp.insurance required) 13.❑Other Ik A nY alicant that checks box*l must also 1Y t out the secdc1 _b"io's•b - � _ _ 'Homeowners who submit this affidavit indicating they,are doing all work and then fi outside contractors must submit a new affidavit indicating such. r.... tImri. on+Contractors that check this box must attached an additional sheet showing the name of the sub contractors and their buckets•comp policy information, information. I am an employer that is providing workers'compensation insurance for my employees'. Below is the policy and job site Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration. (showing page( wing 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 foam of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify under pains and enalties o P f perjury that the information provided above is true and correct Signature: 5/z '/ ZO/a Phone#: Official use only. Do not write in this area, to be completed by cily or town official Cita or Town: Permit/License# Issuing Authority(circle one): 1.Board of Healtb 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information an d 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 coxnpliance 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 uncoil 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&xwe to sign and date the affidavit. The affidavit should be mt-&-ned to the city or town that the anplicauon for the pert or license is being requested,not the.Degan Hent of Industrial Accidents. Should you have any questions regardiag 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 filled out each year.Where a homeowner 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 021.11 Tel. # 617-72.7-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax#617-72.7-7749 v mrm,.mass._govfdia. S .w,....:...._r-...._w>....-emv..........e.�..ae.......-...-..se.4... --,.w..�,.�-.., _.c. ..:c -.::... .:.:.,::.-. �. .-...._,..:. .....rte...... .......a .-..._..�... �� .�:.�. c...wax.. _�.�.-.,v:.u....yam..- ....,.,..�.nc... JOB "C/ r+ All 9!��"�G� P , ARTHUR W. ROSE, P.E. SHEET NO. ! OF 33 S. Commercial Street CALCULATED BY DATE MANCHESTER, NH 03101 (603) 622-6066 Fax (603) 624-2244 CHECKED BY DATE / SCALE 1 IV /'dei .... ............. .. GL 7t, F-7 _ 31 - ops 12 ------------------- r t Q L., .� ; Wil ' - Gc-3 - WE,� � : Arthur W. Rose, P.E.,PITC Title: 1662 Elm StreetJob# Dsgnr: Date: 10:01 AM, 20 MAY 10 Manchester,NH 03101 Description 603-622-6066 Scope: Rev: 580000 ' -Z— User: Usec 3-2-03 ENE CALCVer n inDec g 03 So Timber Beam & Joist Rage---9- (c)1983-2003 ENERCALC Engineering Software Description STRONCK RES. - N. ANDOVER,MA-MAIN ROOF FRAMING Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. RAFTERS 16"oc: Timber Section WO Beam Width in 1.500 Beam Depth in 9.250 Le:Unbraced Length ft 1.00 Tlmber Grade Spruce-Pine-Fir, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span Data Span ft 13.00 Dead Load #/ft 20.00 Live Load #/ft 72.25 Results Ratio= 0.9986 Mmax @ Center in-k 23.39 @ X= ft 6.50 fb:Actual psi 1,093.3 Fb:Allowable psi 1,094.7 Bending OK fv:Actual psi 57.6 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DL lbs 130.00 LL lbs 469.62 Max.DL+LL lbs 599.62 @ Right End DI lbs 130.00 00 LL lbs 469.62 Max.DL+LL lbs 599.62 Deflections Ratio OK Center DL Defl in -0.093 L/Defl Ratio 1,681.2 Center LL Defl in -0.335 L/Defl Ratio 465.4 Center Total Defl in -0.428 Location ft 6.500 L/Defl Ratio 364.5 Arthur W. Rose,P.E.,PIIC Title 1662 Elm StreetJob# Dsgnr: Date: 10:02AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope: Rev: 580000 User.3-2003 716Ver 5,CAL& n inDec-2003 gSo Timber Beam & Joist (c)1983-2003 ENERCALC Engineering Software I23@e� Description STRONCK RES. - N. ANDOVER,MA- MAIN ROOF FRAMING Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. G.JOISTS�16"o . Timber Section 2x10 Beam Width in 1.500 Beam Depth in 9.250 Le:Unbraced Length ft 1.00 Timber Grade Spruce-Pine-Fir, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span Data Span ft 13.00 Dead Load #/ft 20.00 Live Load #/ft 27.00 Results Ratio= 0.5088 Mmax @ Center in-k 11.91 o@ X= ft 6.50 fb:Actual psi 557.0 Fb:Allowable psi 1,094.7 Bending OK fv:Actual psi 29.3 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DL lbs 130.00 LL lbs 175.50 Max.DL+LL lbs 305.50 @ Right End DL lbs 130.00 LL lbs 175.50 Max.DL+LL lbs 305.50 Deflections Ratio OK Center DL Defl in -0.093 L/Defl Ratio 1,681.2 Center LL Defl in -0.125 L/Defl Ratio 1,245.3 Center Total Defl in -0.218 Location ft 6.500 L/Defl Ratio 715.4 Arthur W. Rose,P.E., PIIC Title 1662 Elm Street Job# Dsgnr: Date: 10:03AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope Rev: 580000 User. 3-2003 NE CAL&Ver 5 n inDec-2003 gSo Timber Beam & Joist P (c)1983-2003 ENERCALC Engineering Software Description STRONCK RES. - N. ANDOVER,MA-2nd FLOOR FRAMING Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. JOISTS 16"oc Timber Section WO Beam Width in 1.500 Beam Depth in 9.250 Le:Unbraced Length ft 1.00 Tlmber Grade Spruce-Pine-Fr, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span Data Span ft 13.00 Dead Load .-"#/ft 20.00 Live Load #/ft 40.00 Results Ratio= 0.6495 Mmax @ Center in-k 15.21 @ X= ft 6.50 fb:Actual psi 711.1 Fb:Allowable psi 1,094.7 Bending OK fv:Actual psi 37.4 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DL lbs 130.00 LL lbs 260.00 Max.DL+LL lbs 390.00 @ Right End DL lbs 130.00 LL lbs 260.00 Max.DL+LL lbs 390.00 Deflections Ratio OK Center DL Defl in -0.093 L/Defl Ratio 1,681.2 Center LL Defl in -0.186 L/Defi Ratio 840.6 Center Total Defl in -0.278 Location ft 6.500 L/Defl Ratio 560.4 BEAM ABOVE MASTER BED ROOM ba V@6.3 Seri 5 1/4" x 9 1/2" 2.0E Parallam® PSL -` TJ-Beam®6.35 Serial Number: User: 2 5/20/2010 10:17:29 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 0 b -13'3 15P16" i Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 390.0 156.0 0 To 13'3 15/16" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliftrrotal 1 Stud wall 3.50" 1.80" 2799/1224/0/4023 Al:Blocking 1 Ply 1 1/4"x 91/2"1.3E TimberStrand@ LSL 2 Stud wall 3.50" 1.80" 2799 11223/0/4022 Al:Blocking 1 Ply 1 1/4"x 9 1/2"1.3E TimberStrand®LSL -See iLevel@ Specifier's/Builder's Guide for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3922 -3369 9643 Passed(35%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 12744 12744 19585 Passed(65%) MID Span 1 under Floor loading Live Load Defl(in) 0.380 0.433 Passed(U411) MID Span 1 under Floor loading Total Load Defl(in) 0.546 0.650 Passed(U286) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 13'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! P a representative for product availability. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: STRONCK RESIDENCE N.ANDOVER,MA Arthur W.Rose Arthur W.Rose,P.E.,PLLC 1662 Elm Street Manchester,NH 03101 Phone:(603)622-6066 Fax :(603)624-2244 awroseeng@awroseconstruction.com Copyright O 2009 by iLevel©, Federal Way, WA. Parallam© is a registered trademark of iLevelm. In M0 BEAM ABOVE STUDY b;.kNcYerhso°5"_ 3 112" X 9 1/2" 2.0E Parallam@ PSL Ti-Beam®6.35 serial Number: User: Engine Version: AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED a. o LOADS: Product Diagram is Conceptual. Analysis is for a Header(Flush Beam)Member. Tributary Load Width: V Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 450.0 180.0 0 To 10' Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.29" 2400/1012/0/3412 Al:Blocking 1 Ply 1 1/4"x 9 1/2"1.3E TimberStrand@LSL 2 Stud wall 3.50" 2.29" 2400/1012/0/3412 Al:Blocking 1 Ply 1 1/4"x 9 1/2"1.3E TimberStrand®LSL -See iLevel@ Specifier's/Builder's Guide for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3298 -2673 6428 Passed(42%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7970 7970 13057 Passed(61%) MID Span 1 under Floor loading Live Load Defl(in) 0.208 0.322 Passed(U558) MID Span 1 under Floor loading Total Load Defl(in) 0.296 0.483 Passed(U392) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@)warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed sewed b an iLevel@)A all products are readily available. Check with our supplier or iLevel@ Y Associate. Y pp technical representative -THISp entative for product availability. ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: STRONCK RESIDENCE N.ANDOVER,MA Arthur W. Rose Arthur W:Rose, P.E.,PLLC 1662 Elm Street Manchester,NH 03101 Phone:(603)622-6066 Fax :(603)624-2244 awroseeng@awroseconstruction.com Copyright ° 2009 by iLevel®, Federal Way, WA. ParallamO is a registered trademark of iLevelm. Arthur W. Rose, P.E., PIIC Title: 1662 Elm StreetJob# Dsgnr: Date: 10:07AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope Rev: 580000 User:KW-0601716,ver5.8.0,1-Dec-2003 Timber Beam & Joist Page---4 (c)1983-2003 ENERCALC Engineering Software Description STRONCK RES. - N. ANDOVER,MA- 1st FLOOR FRAMING Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. STS 16"oc Timber Section 2x10 Beam Width in 1.500 Beam Depth in 9.250 Le:Unbraced Length ft 1.00 Timber Grade Spruce-Pine-Fr, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span Data Span ft 13.00 Dead Load #/ft 20.00 Live Load #/ft 53.00 Results Ratio= 0.7903 Mmax @ Center in-k 18.51 @ X= ft 6.50 fb:Actual psi 865.1 Fb:Allowable psi 1,094.7 Bending OK fv:Actual psi 45.6 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DL lbs 130.00 LL lbs 344.50 Max.DL+LL lbs 474.50 @ Right End DL lbs 130.00 LL lbs 344.50 Max.DL+LL lbs 474.50 Deflections Ratio OK Center DL Defl in -0.093 UDefl Ratio 1,681.2 Center LL Defl in -0.246 UDefl Ratio 634.4 Center Total Defl in -0.339 Location ft 6.500 UDefl Ratio 460.6 J.M31, BEAM ABOVE LIVING ROOM h:.WF6.5Seri, 5 1/4" x 9 1/2" 2.0E Parallam@ PSL TJ-Beam®6.35 Serial Number: User:2 5/20/2010 10:22:34 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED �75 F2� Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 390.0 156.0 0 To 13' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.76" 2730/1193/0/3923 Al:Blocking 1 Ply 1 114"x 9 1/2"1.3E TimberStrand@ LSL 2 Stud wall 3.50" 1.76" 2730/1193/0/3923 Al:Blocking 1 Ply 1 1/4"x 9 1/2"1.3E TimberStrand@ LSL -See iLevel@ Specifier's/Builder's Guide for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3823 -3269 9643 Passed(34%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 12105 12105 19585 Passed(62%) MID Span 1 under Floor loading Live Load Defl(in) 0.344 0.422 Passed(U442) MID Span 1 under Floor loading Total Load Defl(in) 0.494 0.633 Passed(U308) MID Span 1 under Floor loading -Deflection Criteria:M INIMUM(LL:U360,TL:U240). Bracing(Lu):All compression edges(top and bottom) be braced at 13'0/c unless detailed otherwise. Proper attachment and positioning of lateral is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The p analysis presented esented is output from software developed by iLevel@). iLevel@ warrants the sizing g of its products b this software willbe accomplished inaccordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Yz 9 Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORM STRONCK RESIDENCE ATION: N.ANDOVER,MA Arthur W.Rose Arthur W.Rose,P.E.,PLLC 1662 Elm Street Manchester, NH 03101 Phone:(603)622-6066 Fax :(603)624-2244 awroseeng@awroseconstruction.com Copyright O 2009 by iLevel°, Federal Way, WA. Parallam® is a registered trademark of iLevel®. JOB 49 1 1 � & fl cf., '° F t�� >•�r' d ARTHUR W. ROSE, P.E. SHEET NO. / OF 33 S. Commercial Street CALCULATED BY f' DATE b MANCHESTER, NH 03101 (603) 622-6066 Fax (603) 624-2244 CHECKED BY DATE SCALE D� Z5� tip _Lvov741Vt2 ', G Zz> (�Jv' -- _ , -11 Lj D PRODUCT 207 r ® BEAM BELOW FOYER n::Weye,naeuse, 3112" x 9 112" 2.0E Parallam@ PSL C/ TJ-Beam®6.35 serial Number: user:2 5/20/2010 10:37:36 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ L r , r , 0' F ,, r Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 320.0 96.0 0 To 10' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Pocket in masonry wall 3.50" 1.50" 1800/592/0 12392 L4 None 2 Pocket in masonry wall 3.50" 1.50" 1800/592/0/2392 L4 None -See iLevel@ Specifier's/Builder's Guide for detail(s):L4 DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 2312 -1874 6428 Passed(29%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 5588 5588 13057 Passed(43%) MID Span 1 under Floor loading Live Load Defl(in) 0.156 0.322 Passed(L/744) MID Span 1 under Floor loading Total Load Defl(in) 0.207 0.483 Passed(1-/560) MID Span 1 under Floor loading -Deflection Criteria:MIN IMUM(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@)warrants the sizing of its products by this software will be accomplished in accordance with iLevel@)product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@)Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: STRONCK RESIDENCE Arthur W.Rose N.ANDOVER,MA Arthur W.Rose, P.E.,PLLC 1662 Elm Street Manchester,NH 03101 Phone:(603)622-6066 Fax :(603)624-2244 -awroseeng@awrosecc)nstruction.com Copyright ° 2009 by iLevel®, Federal Way, WA. Parallam° is a registered trademark of iLevel°. Arthur W. Rose, P.E., PIIC Title : Job# 1662 Elm Street Dsgnr: Date: 10:45AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope Rev: 580000 44 User.3-2 03 ENE,Ver 5.8.0,inDec g 03 So Timber Beam & Joist Page 1 (c)1983-2003 ENERCALC Engineering Software Description STRONCK RES. - N. ANDOVER,MA. - 1st FLOOR BM AT FOYER Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000. Base allowables are user defined. F _ _ - Timber Section 3-2X10 Beam Width in 4.500 Beam Depth in 9.250 Le:Unbraced Length ft 1.33 Tlmber Grade Spruce-Pine-Fir, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No Center Span Data Span ft 10.00 Dead Load #/ft 320.00 Live Load #/ft 96.00 Results Ratio= 0.9273 Mmax @Center in-k 62.40 @ X= ft 5.00 fb:Actual psi 972.4 Fb:Allowable psi 1,048.6 Bending OK fv:Actual psi 63.6 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DL > lbs 1,600.00 LL lbs 480.00 Max.DL+LL lbs 2,080.00 @ Right End DL lbs 1,600.00 LL lbs 480.00 Max.DL+LL lbs 2,080.00 Deflections Ratio OK Center DL Defl in -0.173 II' L/Defl Ratio 692.5 Center LL Defl in -0.052 L/Defl Ratio 2,308.5 Center Total Defl in -0.225 Location ft 5.000 L/Defl Ratio 532.7 Arthur W. Rose, P.E.,PIIC Title: .lob# 1662 Elm Street Dsgnr: Date: 10:42AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope: �f Rev: 580000 User KW-0601716,Ver 5.8.0,1-Dec-2003 Timber Beam & Joists (c)1983-2003 ENERCALC Engineering Software Description STRONCK RES. - N. ANDOVER,MA. - 1st FLOOR BEAMS Timber Member information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined. FLOOR BEAMS Timber Section 6x12 p Beam Width in 5.500 Beam Depth in 11.500 Le:Unbraced Length ft 1.33 Timber Grade Spruce-Pine-Fir, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No Center Span Data Span ft 6.67 Dead Load #/ft 520.00 Live Load #/ft 156.00 Results Ratio= 0.4257 ZZ x—@Cen'ie r in-k 45.11 @ X= ft 3.33 fb:Actual psi 372.1 Fb:Allowable psi 874.2 Bending OK fv:Actualpsi 38.5 Fv:Allowable psi 135.0 Shear OK Reactions @ Left End DL lbs 1,734.20 LL lbs 520.26 Max.DL+LL lbs 2,254.46 @ Right End DL lbs 1,734.20 LL lbs 520.26 Max.DL+LL lbs 2,254.46 Deflections Ratio OK Center DL Defl in -0.024 L/Defl Ratio 3,373.1 Center LL Defl in -0.007 L/Defi Ratio 11,243.7 Center Total Defl in -0.031 Location ft 3.335 L/Defl Ratio 2,594.7 Arthur W. Rose,P.E., PITC Title 1662 Elm Street Job# Dsgnr: Date: 11:01 AM, 20 MAY 10 Manchester, NH 03101 Description 603-622-6066 Scope Rev: 580000 User.KW-03ENE,ver CALC n -Dec-2003 Timber Beam $ Joist (c)1983-2003 ENERCALC Engineering Software Description STRONCK RES. - N. ANDOVER,MA. - GARAGE RAFTERS Timber Member Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000. Base allowables are user defined. RAFTERS @ 16"oc Timber Section 2AO Beam Width in 1.500 Beam Depth in 9.250 Le:Unbraced Length ft 1.33 Timber Grade Spruce-pine-Fr, Fb-Basic Allow psi 875.0 Fv-Basic Allow psi 135.0 Elastic Modulus ksi 1,400.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span Data Span ft 11.00 Dead Load #/ft 20.00 Live Load #/ft 73.00 Results Ratio= 0.7242 Mmax @ Center in-k 16.88 @ X= ft 5.50 fb:Actual psi 789.1 Fb:Allowable psi 1,089.7 Bending OK fv:Actual psi 47.8 Fv:Allowable psi 135.0 Shear OK Reactions @ Left F7 IL lbs 110.00 LL lbs 401.50 Max.DL+LL lbs 511.50 @ Right End DL lbs 110.00 LL lbs 401.50 Max.DL+LL lbs 511.50 Deflections Ratio OK Center DL Defl in L/Defl Ratio 2,775.0 Center LL Defl in -0.174 L/Defl Ratio 760.3 Center Total Defl in -0.221 Location ft 5.500 L/Defl Ratio 596.8 GARAGE O.H.DOOR by Weyerhaeuser m5/6.35 Senal Number. User:20/2010110849 AM 7" x 11 1/4" 2.0E Parallam@ PSL Page Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof Slope0P12 ❑T ,2❑ b 16' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Roof(psf):55.0 Live at 125%duration,25.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 450.0 144.0 0 To 16' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.88" 4040 5589 L1:Blocking 1 Ply 1 1/2"x 11 1/4 1.5E TimberStrand®LSL 2 Stud wall 3.50" 1.88" 4040/1549/0/5589 L1:Blocking 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL -See iLevel@ Specifier's/Builder's Guide for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 5473 -4730 19031 Passed(25%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 21435 21435 44925 Passed(48%) MID Span 1 under Roof loading Live Load Defl(in) 0.435 0.522 Passed(L/432) MID Span 1 under Roof loading Total Load Defl(in) 0.601 0.783 Passed(L/313) MID Span 1 under Roof loading -Deflection Criteria:MINIMUM(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 16'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@). iLevel@)warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: STRONCK Arthur W.Rose RESIDENCE Arthur W.Rose,P.E., PLLC N.ANDOVER,MA 1662 Elm Street Manchester,NH 03101 Phone:(603)622-6066 Fax :(603)624-2244 awroseeng@awroseconstruction.com Copyright m 2009 by iLevel°, Federal Way, WA. Parallam© is a registered trademark of iLevel®. Bensons 6-9-10 yBe ,. North Andover 1:59pm 1 of 1 KeyBeam®4.506a kmBeamEngme 4.5084 Materials Database 115.3 Member Data Description: Member Type:Beam Application:Roof Top Lateral Bracing:Continuous Slope: 0.00/12 Bottom Lateral Bracing:None Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Dead Load: 165 PLF Deflection Criteria: U360 live, U240 total Snow Load: 550 PLF Deck Connection:Nailed Member Weight: 14.0 PLF Filename:KYB1 iia#' 2200 2200 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 33.000" 2.587" 5885# 2 16' 1.750" Wall 39.000" 2.587" 5885# i uarntart Load Case Reactions LSed for applying point bads(or lire bads)to canying members Dead Snow 1 1445# 4440# 2 1445# 44404 Design spans 16' 1.750" Product:31/2 x 16 Rosboro SigBeam 1 ply Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 23755'# 42933.'# 55% 8.07' Total load D+S Shear 49131 128801 38% 15.34' Total load D+S Max Reaction 58854 75075.# 7% 0' Total load D+S TL Deflection 0.4443" 0.8073" U436 8.07' Total load D+S LL Deflection 0.3352" 0.5382" U577 8.07' Total load S Control: LL Deflection DOLs: Live=100% Snow--115% Roof=125% Wind=160% Ail product names are trademarks of their respective owners h^ "Copyright(C)19832005 by Keymark Errteryrises,LLC.ALL RIGHTS RESERVED. F.TP.ePar5F5 1 "Passing is defined as when the rnenber,Hoor joist.beam or girder,shown on this dwwing meets applicable design criteda for Loads,Loading Cobh,=and Spare listed on this sheet.The design must be reviewed a fined deli or desi fessiorral as 'red for val.This desien assumes t installation=n acconL to the rtenuiacturer s specifications. _�_ L ji4�CHU5ET TSS: �a, ,may/yQ�lll.'IC� -'t J,: NUMBER ii r + i e V3X29 2011 11 29198 �,n y, �� . :CLASS'�PEST!,RGT i f D 1&02 M*:� Mli` ci4 �+ % `HASELTI NE o GEORGEA'."3'{� 21 AUBURN ST i 01801 V, n WAVOo .k: Massachusetts_ Department of Public Safet} Board of Building Regulations and Standards Construction Supervisor License License: CS 103765 Restricted to. 00 GEO &AASELTINE -32R OLD POINT Rp. NEW BURY,°'VIA 01-951 ` 5: R Expiration: 11/29/2013 I (ummissiooer Tr#: 103765 Restricted to: 00 00- Unrestricted 1 G-1 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Refer to: WWW,Mass-Gov/DPS i it WWW MIS&OWE. DEP FILE #242 - 1475 Therefore, the North Andover Conservation Commission (hereafter the "NACC") hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the State Regulations, the local ByLaw and Regulations, to protect those interests noted above. The NACC orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced below. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control. GENERAL CONDITIONS 20. The proposed work includes: The demolition of an existing single family house and construction of a new single family home, driveway, water well and septic system with appurtenant site work and grading portions of which are within 100 feet of a bordering vegetated wetland. 21. The work shall conform to the following: Applicant: 657 Forest Realty Trust 32R Old Point Road Newbury, MA 01951 Notice of Intent filed by: Richard Tangard C/O Ben Osgood PO Box 71 Amesbury, MA 01913 Dated: 03/99/10 Site Plans prepared by: Richard C. Tanagard, P.E./Benjamin C. Osgood,Jr. 33 Pillings Pond Road Lynnfield, MA 01940 Titled: Proposed Subsurface Sewage Disposal System, 657 Forest Street No Andover, MA Assessors Map 105D, Lot 21 2 Sheets Dated: March 20, 2010 Revised: 4/24/10 Other Record Documents: Letter from Division of Fisheries&Wildlife NHESP Tracking No.: 10-27988 Dated: April 22, 2010 22. The term "Applicant" as used in this Order of Conditions shall refer to the owner, any successor in interest or successor in control of the property referenced in the Notice of Intent, supporting documents and this Order of Conditions. The NACC shall be notified 242-1475,657 Forest Street OOC 1 NACC 5/25/2010 DEP FILE#242 - 1475 in writing within 30 days of all transfers of title of any portion of property that takes place prior to the issuance of a Certificate of Compliance. 23. The conditions of this decision shall apply to, and be binding upon, the applicant, owner, its employees and all successors and assigns in interest or control. These obligations shall be expressed in covenants in all deeds to succeeding owners of portions of the property. 24. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 25. This Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of property rights. However, the NACC, agent of the NACC or the Department of Environmental Protection(DEP) reserves the right to enter and inspect the property at all reasonable times until a Certificate of Compliance is issued, to evaluate compliance with this Order of Conditions, the Act (310 CMR 10.00), the North Andover Wetland ByLaw and Regulations, and may require any information, measurements, photographs, observations, and/or materials, or may require the submittal of any data or information deemed necessary by the NACC for that evaluation. Further,work shall be halted on the site if the NACC, agent or DEP determines that any of the work is not in compliance with this Order of Conditions. Work shall not resume until the NACC is satisfied that the work will comply and has so notified the applicant in writing. 26. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 27. The work authorized hereunder shall be completed within three years from the date of this order. 28. This Order may be extended by the issuing authority for one but not more than two periods of up to one year each upon application to the issuing authority at least thirty days (30) prior to the expiration date of the Order (Refer to Section 8.3 (p.37) of the North Andover Wetland Regulations). 29. The NACC reserves the right to amend this Order of Conditions after a legally advertised public hearing if plans or circumstances are changed or if new conditions or information so warrant. 30. Where the Department of Environmental Protection (DEP) is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 31. Any future project which proposes a wetland crossing in order to access certain portions of the property will not be qualified as a limited project roadway under 310 CMR 10.53(e). 242-1475,657 Forest Street OOC 2 NACC 5/25/2010 DEP FILE#242 - 1475 32. The following wetland resource areas are affected by the proposed work: Buffer Zone to Bordering Vegetated Wetland (BVW). This resource area is significant to the interests of the Act and Town ByLaw as noted above and therein. The applicant has not attempted to overcome the presumption of significance of this resource area to the identified interests. 33. The NACC agrees with the applicant's delineation of the wetland resource area on the site as shown on the plan dated and referenced herein (Flags Al to A8). 34. The NACC finds that the intensive use of the upland areas and buffer zone proposed on this site will cause further alteration of the wetland resource areas. In order to prevent any alteration of wetland resource areas a twenty five foot (25') No-Disturbance Zone and a fift foot (50) No-Construction Zone shall be established from the edge of the adjacent wetland resource area. The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local bylaw. 35. This document shall be included in all construction contracts, subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors, subcontractors, and other personnel performing the permitted work are fully aware of the permits terms and conditions. Thereafter,the contractor will be held jointly liable for any violation of this Order resulting from failure to comply with its conditions. 36. The owners of the project and their successors in title agree that the Order does not in itself impose upon the Town any responsibility to maintain the proposed drainage system and that said Town shall not be liable for any damage in the event of failure. By acceptance of this Order, the owners agree to indemnify and hold harmless to the Town and its residents for any damage attributable to alterations undertaken on this property pursuant to the Order. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding, storm damage or any other form of water damage. PRIOR TO CONSTRUCTION 37. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department or Court have been completed. 38. This Order shall be recorded by the applicant at the Registry of Deeds immediately after the expiration of all appeal periods. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, 242-1475,657 Forest Street OOC 3 NACC 5/25/2010 DEP FILE #242 - 1475 the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the North Andover Conservation Commission on the form at the end of this Order prior to commencement of the work. Any Order not recorded by the applicant before work commences may be recorded by the NACC at the applicant's expense. 39. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words "Massachusetts DEP, File Number 242-1475." 40. Any changes in the submitted plans caused by the applicant, another Board's decision or resulting from this Order of Conditions must be submitted to the NACC for approval prior to implementation. If the NACC finds said changes to be significant, the NACC will call for another public hearing (at the expense of the applicant). Within 21 days of the close of said public hearing the NACC will issue an amended or new Order of Conditions. Any errors found in the plans or information submitted by the applicant shall be considered as changes. No work shall begin on a project until written approval has been granted by the NACC. 41. It is the responsibility of the applicant, owner, and/or successor(s) to ensure that all conditions of this Order of Conditions are complied with. The project engineer and contractors are to be provided with a copy of this Order of Conditions and referenced documents before commencement of construction. 42. Prior to any work commencing on-site, the applicant shall submit to the NACC for approval, a detailed sequence of construction, including installation of sedimentation/erosion control devices and all stages of construction (including dates) from demolition to final site stabilization. Approval of the phasing plan is required prior to construction. 43. Wetland flagging shall be checked prior to start of construction and shall be re-established where missing. All wetland flagging shall remain visible per the approved plan(s) throughout the life of the project and until a Certificate of Compliance is issued so that erosion control measures can be properly placed and wetland impacts can be monitored. The proposed limit of work shall be shall be clearly marked with erosion controls or temporary fencing and shall be confirmed by the NACC. Such barriers shall be.checked and replaced as necessary and shall be maintained until all construction is complete. Workers should be informed that no use of machinery, storage of machinery or materials, stockpiling of soil, or construction activity is to occur beyond this line at any time. 44. A row of staked hay bales backed by trenched siltation fence or other approved erosion control barrier shall be placed between all construction areas and wetlands. The erosion control barrier will be properly installed and placed as shown on the plans approved and 242-1475,657 Forest Street OOC 4 NACC 5/25/2010 DEP FILE #242 - 1475 referenced herein and shall be inspected and approved by the NACC or its agent prior to the start of construction and shall remain intact until all disturbed areas have been permanently stabilized to prevent erosion. All erosion prevention and sedimentation protection measures found necessary during construction shall be implemented at the direction of the NACC or its agent. The NACC reserves the right to impose additional conditions on portions of this project to mitigate any impacts which could result from site erosion, or any noticeable degradation of surface water quality discharging from the site. For example, installation of erosion control measures may be required in areas not shown on the plan(s) referenced in this Order of Conditions. Should such installation be required by the NACC, they shall be installed within 48 hours of the Commission's request. 45. The applicant shall have on hand at the start of any soil disturbance, removal or stockpiling, a minimum of 10 hay bales and sufficient stakes for staking these bales (or an equivalent amount of silt fence, 1 hay bale to equal 3 feet of fence). Said bales shall be used only for the control of emergency erosion problems and shall not be used for the normal control of erosion. 46. A check payable to the Town of North Andover shall be provided in the amount of$3,000 which shall be in all respects satisfactory to Town Counsel, Town Treasurer,and the NACC, and shall be posted with the North Andover Town Treasurer through the NACC before commencement of work. Said deposit of money shall be conditioned on the completion of all conditions hereof, shall be signed by a party or parties satisfactory to the NACC, and Town Counsel, and shall be released after completion of the project, provided that provisions, satisfactory to the NACC, have been made for performance of any conditions which are of continuing nature. The applicant may propose a monetary release schedule keyed to completion of specific portions of the project for the NACC's review and approval. This condition is issued under the authority of the local ByLaw. 47. The applicant shall designate a Wetland Scientist(or other environmental professional as approved by the NACC or its agent) as an"Erosion Control Monitor" to oversee any emergency placement of controls and regular inspection or replacement of sedimentation control devices. The name and phone number of the erosion control monitor must be provided to the NACC in the event that this person has to be contacted, due to an emergency at the site, during any 24-hour period, including weekends. The Environmental Professional will immediately notify the Conservation agent of any matter that requires attention by the Commission or the agent. The erosion control monitor will be required to inspect all such devices and oversee cleaning and the proper disposal of waste products. Cleaning shall include removal of any entrapped silt. At least once during each week in which construction activities occurs on-site and for as long thereafter as ground remains unstabilized, the applicant shall submit a written report from the "Erosion Control Monitor" to the NACC certifying that, to the best of his/her knowledge and belief based on a careful site inspection, all work is being performed in compliance with this Order of Conditions and that approved setbacks are being adhered to. The erosion control monitor must visually inspect all sedimentation/erosion control measures 242-1475,657 Forest Street OOC 5 NACC 5/25/2010 DEP FILE #242 - 1475 and assume responsibility for their maintenance on a weekly basis and that they are functioning as intended. In addition, all wetland resource areas must be visually inspected for siltation, turbidity, and/or other water quality impacts. The Erosion Control Monitor shall be on site during and/or following a major storm event of 1" inch of rain or greater (24 hour event) to ensure that soils remain stable, and erosion controls are adequate and secure. 48. Prior to construction, the applicant shall permanently mark the edge of the "25' No- Disturbance Zone" with markers spaced evenly every 25 feet incorporating the following text: "Protected Wetland Resource Area'. This will designate their sensitivity and assure no further inadvertent encroachment into the wetland. These permanent markers are subject to review and approval by the NACC. The applicant shall instruct all agents to explain these markers to buyers/lessees/landscapers and all persons taking over the property from the applicant. The markers shall remain posted and be replaced as necessary in perpetuity. Markers are available for $2 each from the Conservation Department. 49. Prior to the commencement of any work on site, a Registered Land Surveyor (R.L.S.) shall stake the foundation corners of the SFH. These measurements will be verified in the field during the pre-construction meeting. 50. The applicant and/or the legal owner of that portion of land upon which these Orders of Conditions have been placed shall provide to the NACC prior to transferring, or assigning any portion of said land to another party, subject to said Orders of Conditions, the "Compliance Certification Form Affidavit" attached via"Appendix A" signed under the pains and penalties of perjury, stating that said applicant and/or owner has read these Orders of Conditions and is in compliance with each and every condition. This document shall apply to each of the conditions referenced herein and shall be provided to the Conservation Department at least five (5) business days prior to the closing of said land transaction. 51. Once these above mentioned pre-construction requirements are complete, the applicant P shall contact the Conservation Office prior to site preparation or construction and shall arrange an on-site conference with an NACC representative,the contractor, wetland scientist and the applicant to ensure that all of the Conditions of this Order are understood. This Order shall be included in all construction contracts, subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors, subcontractors and other personnel performing the permitted work are fully aware of the permit's terms and conditions. Thereafter, the contractor will be held jointly liable for any violation of this Order of Conditions resulting from failure to comply with its conditions. The applicant or contractor shall notify the NACC in writing of the identity of the on-site construction supervisor hired to coordinate construction and to ensure compliance with this Order. A reasonable period of time shall be provided as notice of the pre-construction meeting(e.g. 72 hours). 242-1475.657 Forest Street OOC 6 NACC 5/25/2010 DEP FILE#242 - 1475 STORMWATER MANAGEMENT CONDITIONS 52. There shall be no increase in the post development discharges from the storm drainage system or any other changes in post development conditions that alter the post development watershed boundaries as currently depicted in the Notice of Intent and approved by this Order of Conditions, unless specifically approved in writing by the Commission. 53. Water quality in down gradient BVW's shall not differ significantly following completion of the project from the pre-development conditions. There shall be no sedimentation into wetlands or water bodies from discharge pipes or surface runoff leaving the site. 54. The proposed roof water infiltration trench and associated gutters, downspouts and underground piping shall be maintained as necessary in perpetuity. DURING CONSTRUCTION 55. Upon beginning work, the applicant shall submit written monthly progress detailing what work has been done in or near resource areas, and what work is anticipated to be done over the next period. This will update the construction sequence. 56. Accepted engineering and construction standards and procedures shall be followed in the completion of the project. 57. The contractor will take all steps necessary to control dust onsite so that adverse effects on adjacent resource areas and / or habitat do not occur. 58. IMPORTANT: Immediately upon completion of the dwelling foundation, and prior to further construction activities associated with the site, thea applicant shall complete a Pp P plan prepared by a Registered Professional Land Surveyor of the Commonwealth (R.P.L.S.) which accurately depicts the foundation location and it's proximity to wetland resource areas as approved under this Order of Conditions. Said plan shall be submitted to the Conservation Administrator for approval. 59. A crushed stone construction entrance shall be installed to minimize soil / material tracking onto Forest Street. All construction vehicles must access the site through the construction entrance. This entrance shall be reinforced as necessary. A detail shall be provided to the Conservation Department prior to the start of construction. 60. A 2-foot minimum dry laid fieldstone wall shall be constructed in accordance with the approved plan referenced herein. The wall shall be maintained in perpetuity up- 242-1475,657 Forest Street OOC 7 NACC 5/25/2010 DEP FILE #242 - 1475 gradient of the 25-foot No-Disturb Zone to prevent further encroachment into resource areas. 61. Erosion control devices shall be inspected regularly; any entrapped silt shall be removed to an area outside of the buffer zone and wetland resource areas; silt fence and hay bales shall be replaced as necessary. The areas of construction shall remain in stable condition at the close of each construction day. All erosion controls shall be in place throughout the duration of any construction on site or unless authorized by the Conservation personnel. 62. No dewatering activities are proposed. If emergency de-watering requirements arise, the applicant shall submit a contingency plan to the Commission for approval, which provides for the pumped water to be contained in a settling basin to reduce turbidity prior to discharge into a resource area. A ring of hay bales shall surround the discharge area and a silt sock shall be used. De-watering activities anticipated shall be supervised and witnessed by the designated Environmental Monitor. This designee must be on-site while work specific to de-watering activities are occurring and until complete. Activities shall be monitored daily by the Environmental Monitor to ensure that sediment laden water is appropriately settled prior to discharge toward the wetland resource areas. No discharge of water is allowed directly into an area subject to jurisdiction under the MA Wetlands Protection Act and / or the North Andover Wetlands Bylaw. 63. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, including but not limited to lumber,bricks, plaster,wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts on any of the foregoing. 64. All exposed soil finish grade surfaces shall be immediately landscaped and stabilized, or loamed, seeded and mulched,with a layer of mulch hay. All disturbed areas must be graded, loamed and seeded prior to November 1st of each year. Outside of the growing season, exposed soil finish grade surfaces shall be stabilized with a layer of mulch hay until climate conditions allow for seeding. During construction, any area of exposed soils that will be left idle for more than 30 days shall be stabilized with a layer of mulch hay or other means approved by the NACC. 65. No re-grading in the buffer zone shall have a slope steeper than 2:1 (horizontal: vertical). Slopes of steeper grade shall be rip-rapped to provide permanent stabilization. 66. Construction equipment/vehicles shall not be staged overnight within 100 feet of a wetland resource area. 67. There shall be no stockpiling of soil or other materials within fifty (50) feet of any resource area. Soils or other materials shall be stockpiled in locations approved by this 242-1475.657 Forest Street OOC 8 NACC 5/25/2010 DEP FILE#242 - 1475 department or within the designated areas as shown on the approved plan referenced herein. Further, due to the existing grade on the site, any approved temporary stockpile areas shall be adequately surrounded by erosion controls to prevent migration of soils to the resource area. 68. Washings from concrete trucks, or surplus concrete, shall not be directed to any drainage system or wetland resource area. 69. All waste generated by, or associated with, the construction activity shall be contained within the limit of work, and away from any wetland resource area. There shall be no burying of spent construction materials or disposal of waste on the site by any other means. The applicant shall maintain dumpsters (or other suitable means) at the site for the storage and removal of such spent construction materials off-site. However, no trash dumpsters will be allowed within 50' of areas subject to protection under the Act or local ByLaw. 70. During and after work on this project, there shall be no discharge or spillage of fuel, or other pollutants into any wetland resource area. If there is a spill or discharge of any pollutant during any phase of construction the NACC shall be notified by the applicant within one (1) business day. No construction vehicles are to be stored within 100 feet of wetland resource areas, and no vehicle refueling, equipment lubrication, or maintenance is to be done within 100 feet of a resource area. AFTER CONSTRUCTION 71. No underground storage of fuel oils shall be allowed on any lot within one-hundred (100) feet of any wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland protection ByLaw. 72. Fertilizers utilized for landscaping and lawn care shall be slow release, low-nitrogen types (< 5%), and shall not be used within 25 feet of a resource area. Pesticides and herbicides shall not be used within 100 feet of a wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland Protection ByLaw and shall remain in perpetuity. 73. Upon completion of construction and grading, all disturbed areas located outside resource areas shall be stabilized permanently against erosion. This shall be done by loaming and seeding according to NRCS standards. Stabilization will be considered complete once full vegetative cover has been achieved. 74. Upon approved site stabilization by Conservation staff, the erosion controls shall be removed and properly disposed of and all exposed unvegetated areas shall be seeded. 242-1475,657 Forest Street OOC 9 NACC 5/25/2010 DEP FILE#242 - 1475 ➢ 25' No-Disturbance Zone and a 50' No-Construction Zone shall be established from the edge of adjacent wetland resource areas except in those locations approved under DEP # 242-1475. Future work within 100' of existing wetland resource areas will require a separate filing with the NACC (refer to Section 3.4 (page 15) of the Regulations for performance standards within these zones) The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local ByLaw; ➢ Resource Area Markers (Condition #48); ➢ Discharge or spillage of pollutants (Condition#70); ➢ Prohibition of underground fuels (Condition#71); ➢ Limitations on the use of fertilizers, herbicides, and pesticides (Condition #72). 242-1475,657 Forest Street OOC 11 NACC 5/25/2010 DEP FILE #242 - 1475 APPENDIX A- AFFIDAVIT 1, on oath do hereby depose and state: (authorized agent applicant and/or current owner) (PLEASE CHECK AT LEAST ONE BLOCK) 1. I am the of (position with applicant) (applicant name or company name) the applicant upon whom Order of Conditions have been placed upon by (DEP or NACC number) the North Andover Conservation Commission. &/or 2. 1 am the of (position with owner) (owner name) the owner upon whose land Order of Conditions have been placed up by (DEP or NACC number) the North Andover Conservation Commission. & 3. 1 hereby affirm and acknowledge that I have received said Order of Conditions and have read the same and understand each (DEP File#) and every condition which has been set forth in said Order of Conditions. & 4. 1 hereby affirm and acknowledge that on this day of 19 1 inspected said property together with any and all improvements which have been made to the same and hereby certify that each and every condition set forth in Order of Conditions are presently in compliance. (DEP File#) & 5. 1 hereby affirm and acknowledge that this document will be relied upon by the North Andover Conservation Commission as well as any potential buyers of said property which is subject to said Order of Conditions (DEP File#) Signed under the pains and penalties of perjury this day of 19 (Signature-authorized agent of applicant or owner) 242-1475,657 Forest Street OOC 12 NACC 5/25/2010 DEP FILE #242 - 1475 Therefore, the North Andover Conservation Commission (hereafter the"NACC") hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the State Regulations,the local ByLaw and Regulations, to protect those interests noted above. The NACC orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced below. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent,the conditions shall control. GENERAL CONDITIONS 20. The proposed work includes: The demolition of an existing single family house and construction of a new single family home, driveway, water well and septic system with appurtenant site work and grading portions of which are within 100 feet of a bordering vegetated wetland. 21. The work shall conform to the following: Applicant: 657 Forest Realty Trust 32R Old Point Road Newbury, MA 01951 Notice of Intent filed by: Richard Tangard C/O Ben Osgood PO Box 71 Amesbury, MA 01913 Dated: 03/22/10 Site Plans prepared by: Richard C. Tanagard, P.E./Benjamin C. Osgood,Jr. 33 Pillings Pond Road Lynnfield, MA 01940 Titled: Proposed Subsurface Sewage Disposal System,657 Forest Street No Andover, MA Assessors Map 105D, Lot 21 2 Sheets Dated: March 20,2010 Revised: 4/24/10 Other Record Documents: Letter from Division of Fisheries,&Wildlife NHESP Tracking No.: 10-27988 Dated: April 22, 2010 22. The term"Applicant" as used in`thi's Order of Conditions shall refer to the owner, any t IV successor in int rest or successor in control of thep PtY ro er referenced in the Notice of Intent, support}ng documents and This Order of Conditions. The NACC shall be notified 2424475,657 Forest Street OOC 1 NACC 5/25/2010 DEP FILE #242 - 1475 in writing within 30 days of all transfers of title of any portion of property that takes place prior to the issuance of a Certificate of Compliance. 23. The conditions of this decision shall apply to and be binding upon,the applicant, owner, its employees and all successors and assigns in interest or control. These obligations shall be expressed in covenants in all deeds to succeeding owners of portions of the property. 24. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 25. This Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of property rights. However, the NACC, agent of the NACC or the Department of Environmental Protection(DEP) reserves the right to enter and inspect the property at all reasonable times until a Certificate of Compliance is issued, to evaluate compliance with this Order of Conditions, the Act (310 CMR 10.00), the North Andover Wetland ByLaw and Regulations, and may require any information, measurements, photographs, observations, and/or materials, or may require the submittal of any data or information deemed necessary by the NACC for that evaluation. Further,work shall be halted on the site if the NACC, agent or DEP determines that any of the work is not in compliance with this Order of Conditions. Work shall not resume until the NACC is satisfied that the work will comply and has so notified the applicant in writing. 26. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances,by-laws or regulations. 27. The work authorized hereunder shall be completed within three years from the date of this order. 28. This Order may be extended by the issuing authority for one but not more than two periods of up to one year each upon application to the issuing authority at least!him days (30) prior to the expiration date of the Order (Refer to Section 8.3 (p.37) of the North Andover Wetland Regulations). 29. The NACC reserves the right to amend this Order of Conditions after a legally advertised public hearing if plans or circumstances are changed or if new conditions or information so warrant. 30. Where the Department of Environmental Protection (DEP) is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 31. Any future project which proposes a wetland crossing in order to access certain portions of the property will not be qualified as a limited project roadway under 310 CMR 10.53(e). 242-1475,657 Forest Street OOC 2 NACC 5/25/2010 DEP FILE#242 - 1475 32. The following wetland resource areas are affected by the proposed work: Buffer Zone to Bordering Vegetated Wetland (BVW). This resource area is significant to the interests of the Act and Town ByLaw as noted above and therein. The applicant has not attempted to overcome the presumption of significance of this resource area to the identified interests. 33. The NACC agrees with the applicant's delineation of the wetland resource area on the site as shown on the plan dated and referenced herein(Flags Al to A8). 34. The NACC finds that the intensive use of the upland areas and buffer zone proposed on this site will cause further alteration of the wetland resource areas. In order to prevent any alteration of wetland resource areas a twenty five foot(25') No-Disturbance Zone and a fifty foot (50') No-Construction Zone shall be established from the edge of the adjacent wetland resource area. The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local bylaw. 35. This document shall be included in all construction contracts, subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors, subcontractors, and other personnel performing the permitted work are fully aware of the permits terms and conditions. Thereafter, the contractor will be held jointly liable for any violation of this Order resulting from failure to comply with its conditions. 36. The owners of the project and their successors in title agree that the Order does not in itself impose upon the Town any responsibility to maintain the proposed drainage system and that said Town shall not be liable for any damage in the event of failure. By acceptance of this Order, the owners agree to indemnify and hold harmless to the Town and its residents for any damage attributable to alterations undertaken on this property pursuant to the Order. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding, storm damage or any other form of water damage. PRIOR TO CONSTRUCTION 37. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department or Court have been completed. 38. This Order shall be recorded by the applicant at the Registry of Deeds immediately after the expiration of all appeal periods. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land, 242-1475,657 Forest Street OOC 3 NACC 5/25/2010 DEP FILE #242 - 1475 the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the North Andover Conservation Commission on the form at the end of this Order prior to commencement of the work. Any Order not recorded by the applicant before work commences may be recorded by the NACC at the applicant's expense. 39. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words "Massachusetts DEP, File Number 242-1475." 40. Any changes in the submitted plans caused by the applicant, another Board's decision or resulting from this Order of Conditions must be submitted to the NACC for approval prior to implementation. If the NACC finds said changes to be significant, the NACC will call for another public hearing (at the expense of the applicant). Within 21 days of the close of said public hearing the NACC will issue an amended or new Order of Conditions. Any errors found in the plans or information submitted by the applicant shall be considered as changes. No work shall begin on a project until written approval has been granted by the NACC. 41. It is the responsibility of the applicant, owner, and/or successor(s) to ensure that all conditions of this Order of Conditions are complied with. The project engineer and contractors are to be provided with a copy of this Order of Conditions and referenced documents before commencement of construction. 42. Prior to any work commencing on-site, the applicant shall submit to the NACC for approval, a detailed sequence of construction, including installation of sedimentation/erosion control devices and all stages of construction(including dates) from demolition to final site stabilization. Approval of the phasing plan is required prior to construction. 43. Wetland flagging shall be checked prior to start of construction and shall be re-established where missing. All wetland flagging shall remain visible per the approved plan(s) throughout the life of the project and until a Certificate of Compliance is issued so that erosion control measures can be properly placed and wetland impacts can be monitored. The proposed limit of work shall be shall be clearly marked with erosion controls or temporary fencing and shall be confirmed by the NACC. Such barriers shall be checked and replaced as necessary and shall be maintained until all construction is complete. Workers should be informed that no use of machinery, storage of machinery or materials, stockpiling of soil, or construction activity is to occur beyond this line at any time. 44. A row of staked hay bales backed by trenched siltation fence or other approved erosion control barrier shall be placed between all construction areas and wetlands. The erosion control barrier will be properly installed and placed as shown on the plans approved and 242-1475,657 Forest Street OOC 4 NACC 5/25/2010 DEP FILE #242 - 1475 referenced herein and shall be inspected and approved by the NACC or its agent prior to the start of construction and shall remain intact until all disturbed areas have been permanently stabilized to prevent erosion. All erosion prevention and sedimentation protection measures found necessary during construction shall be implemented at the direction of the NACC or its agent. The NACC reserves the right to impose additional conditions on portions of this project to mitigate any impacts which could result from site erosion, or any noticeable degradation of surface water quality discharging from the site. For example, installation of erosion control measures may be required in areas not shown on the plan(s) referenced in this Order of Conditions. Should such installation be required by the NACC, they shall be installed within 48 hours of the Commissions request. 45. The applicant shall have on hand at the start of any soil disturbance, removal or stockpiling, a minimum of 10 hay bales and sufficient stakes for staking these bales (or an equivalent amount of silt fence, 1 hay bale to equal 3 feet of fence). Said bales shall be used only for the control of emergency erosion problems and shall not be used for the normal control of erosion. 46. A check payable to the Town of North Andover shall be provided in the amount of$3,000 which shall be in all respects satisfactory to Town Counsel, Town Treasurer, and the NACC, and shall be posted with the North Andover Town Treasurer through the NACC before commencement of work. Said deposit of money shall be conditioned on the completion of all conditions hereof, shall be signed by a party or parties satisfactory to the NACC, and Town Counsel, and shall be released after completion of the project, provided that provisions, satisfactory to the NACC, have been made for performance of any conditions which are of continuing nature. The applicant may propose a monetary release schedule keyed to completion of specific portions of the project for the NACC's review and approval. This condition is issued under the authority of the local ByLaw. 47. The applicant shall designate a Wetland Scientist (or other environmental professional as approved by the NACC or its agent) as an"Erosion Control Monitor' to oversee any emergency placement of controls and regular inspection or replacement of sedimentation control devices. The name and phone number of the erosion control monitor must be provided to the NACC in the event that this person has to be contacted, due to an emergency at the site, during any 24-hour period, including weekends. The Environmental Professional will immediately notify the Conservation agent of any matter that requires attention by the Commission or the agent. The erosion control monitor will be required to inspect all such devices and oversee cleaning and the proper disposal of waste products. Cleaning shall include removal of any entrapped silt. At least once during each week in which construction activities occurs on-site and for as long thereafter as ground remains unstabilized, the applicant shall submit a written report from the "Erosion Control Monitor" to the NACC certifying that, to the best of his/her knowledge and belief based on a careful site inspection, all work is being performed in compliance with this Order of Conditions and that approved setbacks are being adhered to. The erosion control monitor must visually inspect all sedimentation/erosion control measures 242-1475,657 Forest Street OOC 5 NACC 5/25/2010 DEP FILE #242 - 1475 and assume responsibility for their maintenance on a weekly basis and that they are functioning as intended. In addition, all wetland resource areas must be visually inspected for siltation, turbidity, and/or other water quality impacts. The Erosion Control Monitor shall be on site during and/or following a major storm event of 1" inch of rain or greater (24 hour event) to ensure that soils remain stable, and erosion controls are adequate and secure. 48. Prior to construction, the applicant shall permanently mark the edge of the"25' No- Disturbance Zone" with markers spaced evenly every 25 feet incorporating the following text: "Protected Wetland Resource Area". This will designate their sensitivity and assure no further inadvertent encroachment into the wetland. These permanent markers are subject to review and approval by the NACC. The applicant shall instruct all agents to explain these markers to buyers/lessees/landscapers and all persons taking over the property from the applicant. The markers shall remain posted and be replaced as necessary in perpetuity. Markers are available for$2 each from the Conservation Department. 49. Prior to the commencement of any work on site, a Registered Land Surveyor (R.L.S.) shall stake the foundation corners of the SFH. These measurements will be verified in the field during the pre-construction meeting. 50. The applicant and/or the legal owner of that portion of land upon which these Orders of Conditions have been placed shall provide to the NACC prior to transferring, or assigning any portion of said land to another party, subject to said Orders of Conditions, the "Compliance Certification Form Affidavit" attached via"Appendix A" signed under the pains and penalties of perjury, stating that said applicant and/or owner has read these Orders of Conditions and is in compliance with each and every condition. This document shall apply to each of the conditions referenced herein and shall be provided to the Conservation Department at least five (5) business days prior to the closing of said land transaction. 51. Once these above mentioned pre-construction requirements are complete, the applicant shall contact the Conservation Office prior to site preparation or construction and shall arrange an on-site conference with an NACC representative, the contractor,wetland scientist and the applicant to ensure that all of the Conditions of this Order are understood. This Order shall be included in all construction contracts, subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors, subcontractors and other personnel performing the permitted work are fully aware of the permit's terms and conditions. Thereafter, the contractor will be held jointly liable for any violation of this Order of Conditions resulting from failure to comply with its conditions. The applicant or contractor shall notify the NACC in writing of the identity of the on-site construction supervisor hired to coordinate construction and to ensure compliance with this Order. A reasonable period of time shall be provided as notice of the pre-construction meeting (e.g. 72 hours). 242-1475,657 Forest Street OOC 6 NACC 5/25/2010 DEP FILE #242 - 1475 11STORMWATER MANAGEMENT CONDITIONS 52. There shall be no increase in the post development discharges from the storm drainage system or any other changes in post development conditions that alter the post development watershed boundaries as currently depicted in the Notice of Intent and approved by this Order of Conditions, unless specifically approved in writing by the Commission. 53. Water quality in down gradient BVW's shall not differ significantly following completion of the project from the pre-development conditions. There shall be no sedimentation into wetlands or water bodies from discharge pipes or surface runoff leaving the site. 54. The proposed roof water infiltration trench and associated gutters, downspouts and underground piping shall be maintained as necessary in perpetuity. DURING CONSTRUCTION 55. Upon beginning work,the applicant shall submit written monthly progress detailing what work has been done in or near resource areas, and what work is anticipated to be done over the next period. This will update the construction sequence. 56. Accepted engineering and construction standards and procedures shall be followed in the completion of the project. 57. The contractor will take all steps necessary to control dust onsite so that adverse effects on adjacent resource areas and / or habitat do not occur. 58. IMPORTANT: Immediately upon completion of the dwelling foundation, and prior to further construction activities associated with the site, the applicant shall complete a plan prepared by a Registered Professional Land Surveyor of the Commonwealth (R.P.L.S.) which accurately depicts the foundation location and it's proximity to wetland resource areas as approved under this Order of Conditions. Said plan shall be submitted to the Conservation Administrator for approval. 59. A crushed stone construction entrance shall be installed to minimize soil / material tracking onto Forest Street. All construction vehicles must access the site through the construction entrance. This entrance shall be reinforced as necessary. A detail shall be provided to the Conservation Department prior to the start of construction. 60. A 2-foot minimum dry laid fieldstone wall shall be constructed in accordance with the approved plan referenced herein. The wall shall be maintained in perpetuity up- 242-1475,657 Forest Street OOC 7 NACC 5/25/2010 DEP FILE #242 - 1475 gradient of the 25-foot No-Disturb Zone to prevent further encroachment into resource areas. 61. Erosion control devices shall be inspected regularly; any entrapped silt shall be removed to an area outside of the buffer zone and wetland resource areas; silt fence and hay bales shall be replaced as necessary. The areas of construction shall remain in stable condition at the close of each construction day. All erosion controls shall be in place throughout the duration of any construction on site or unless authorized by the Conservation personnel. 62. No dewatering activities are proposed. If emergency de-watering requirements arise, the applicant shall submit a contingency plan to the Commission for approval, which provides for the pumped water to be contained in a settling basin to reduce turbidity prior to discharge into a resource area. A ring of hay bales shall surround the discharge area and a silt sock shall be used. De-watering activities anticipated shall be supervised and witnessed by the designated Environmental Monitor. This designee must be on-site while work specific to de-watering activities are occurring and until complete. Activities shall be monitored daily by the Environmental Monitor to ensure that sediment laden water is appropriately settled prior to discharge toward the wetland resource areas. No discharge of water is allowed directly into an area subject to jurisdiction under the MA Wetlands Protection Act and / or the North Andover Wetlands Bylaw. 63. Any fill used in connection with this project shall be clean fill,containing no trash, refuse, rubbish or debris, including but not limited to lumber, bricks, plaster,wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts on any of the foregoing. 64. All exposed soil finish grade surfaces shall be immediately landscaped and stabilized, or loamed, seeded and mulched,with a layer of mulch hay. All disturbed areas must be graded, loamed and seeded prior to November 1St of each year. Outside of the growing season, exposed soil finish grade surfaces shall be stabilized with a layer of mulch hay until climate conditions allow for seeding. During construction, any area of exposed soils that will be left idle for more than 30 days shall be stabilized with a layer of mulch hay or other means approved by the NACC. 65. No re-grading in the buffer zone shall have a slope steeper than 2:1 (horizontal: vertical). Slopes of steeper grade shall be rip-rapped to provide permanent stabilization. 66. Construction equipment/vehicles shall not be staged overnight within 100 feet of a wetland resource area. 67. There shall be no stockpiling of soil or other materials within fifty (50) feet of any resource area. Soils or other materials shall be stockpiled in locations approved by this 242-1475,657 Forest Street OOC 8 NACC 5/25/2010 DEP FILE #242 - 1475 department or within the designated areas as shown on the approved plan referenced herein. Further, due to the existing grade on the site, any approved temporary stockpile areas shall be adequately surrounded by erosion controls to prevent migration of soils to the resource area. 68. Washings from concrete trucks, or surplus concrete, shall not be directed to any drainage system or wetland resource area. 69. All waste generated by, or associated with, the construction activity shall be contained within the limit of work, and away from any wetland resource area. There shall be no burying of spent construction materials or disposal of waste on the site by any other means. The applicant shall maintain dumpsters (or other suitable means) at the site for the storage and removal of such spent construction materials off-site. However, no trash dumpsters will be allowed within 50' of areas subject to protection under the Act or local ByLaw. 70. During and after work on this project, there shall be no discharge or spillage of fuel, or other pollutants into any wetland resource area. If there is a spill or discharge of any pollutant during any phase of construction the NACC shall be notified by the applicant within one (1) business day. No construction vehicles are to be stored within 100 feet of wetland resource areas, and no vehicle refueling, equipment lubrication, or maintenance is to be done within 100 feet of a resource area. AFTER CONSTRUCTION 71. No underground storage of fuel oils shall be allowed on any lot within one-hundred (100) feet of any wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland protection ByLaw. 72. Fertilizers utilized for landscaping and lawn care shall be slow release, low-nitrogen types (< 5%), and shall not be used within 25 feet of a resource area. Pesticides and herbicides shall not be used within 100 feet of a wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Towri s Wetland Protection ByLaw and shall remain in perpetuity. 73. Upon completion of construction and grading, all disturbed areas located outside resource areas shall be stabilized permanently against erosion. This shall be done by loaming and seeding according to NRCS standards. Stabilization will be considered complete once full vegetative cover has been achieved. 74. Upon approved site stabilization by Conservation staff, the erosion controls shall be removed and properly disposed of and all exposed unvegetated areas shall be seeded. 242-1475,657 Forest Street OOC 9 NACC 5/25/2010 DEP FILE#242 - 1475 75. Upon completion of the project the applicant shall submit the following to the Conservation Commission as part of a request for a Certificate of Compliance: a. WPA Form 8A- "Request for a Certificate of Compliance." b. A letter from the applicant requesting a Certificate of Compliance. c. The name and address of the current landowner. d. Signed statements from the individual property owners shall be submitted with the request for a Certificate of Compliance indicating that they read and understood the recorded Order of Conditions prior to purchasing their property. e. The name and address of the individual/trust or corporation to whom the compliance is to be granted. f. The street address and assessor's map/parcel number for the project. g. The DEP file number. h. A written statement from a Registered Professional Civil Engineer (and/or Registered Professional Land Surveyor) of the Commonwealth certifying that the work has been conducted as shown on the plan(s) and documents referenced above, and as conditioned by the Commission. i. An"As-Built" plan prepared and signed and stamped by a Registered Professional Civil Engineer (and/or Registered Professional Land Surveyor) of the Commonwealth,for the public record. This plan will include: ➢ "As-Built" post-development elevations of all drainage & stormwater management structures constructed within 100 feet of any wetland resource area. NOTE: If portions of the stormwater systems exist partially within the Buffer Zone than the entire structure must be depicted to accurately verify compliance. ➢ "As-Built" post-development elevations and grades of all filled or altered wetland resource areas including the encompassing buffer zone which is regulated as a resource area under the local Wetland Protection Bylaw. ➢ Distances from structures to wetland resource areas. Structures include (but are not limited to) septic systems, additions,fences, sheds, stone walls, pools, retaining walls, subsurface utilities and decks. ➢ A line showing the limit of work and the extent of existing erosion control devices. "Work" includes Any- disturbance of soils or vegetation. ➢ Location of all subsurface utilities entering the property. ➢ The delineated wetland line. 76. The following special conditions shall survive the issuance of a Certificate of Compliance (COC) for this project: 242-1475,657 Forest Street OOC 10 NACC 5/25/2010 I DEP FILE#242 - 1475 ➢ 25' No-Disturbance Zone and a 50' No-Construction Zone shall be established from the edge of adjacent wetland resource areas except in those locations approved under DEP# 242-1475. Future work within 100' of existing wetland resource areas will require a separate filing with the NACC (refer to Section 3.4 (page 15) of the Regulations for performance standards within these zones) The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local ByLaw; ➢ Resource Area Markers (Condition#48); ➢ Discharge or spillage of pollutants (Condition#70); ➢ Prohibition of underground fuels (Condition#71); ➢ Limitations on the use of fertilizers, herbicides, and pesticides (Condition #72). 242-1475,657 Forest Street OOC 11 NACC 5/25/2010 DEP FILE#242 - 1475 APPENDIX A-AFFIDAVIT I, on oath do hereby depose and state: (authorized agent applicant and/or current owner) (PLEASE CHECKAT LEAST ONE BLOCK) 1. I am the of (position with applicant) (applicant name or company name) the applicant upon whom Order of Conditions have been placed upon by (DEP or NACC number) the North Andover Conservation Commission. &/or 2. I am the of (position with owner) (owner name) the owner upon whose land Order of Conditions have been placed up by (DEP or NACC number) the North Andover Conservation Commission. & 3. I hereby affirm and acknowledge that I have received said Order of Conditions and have read the same and understand each (DEP File#) and every condition which has been set forth in said Order of Conditions. & 4. I hereby affirm and acknowledge that on this day of 19 1 inspected said property together with any and all improvements which have been made to the same and hereby certify that each and every condition set forth in Order of Conditions are presently in compliance. (DEP File#) & 5. I hereby affirm and acknowledge that this document will be relied upon by the North Andover Conservation Commission as well as any potential buyers of said property which is subject to said Order of Conditions (DEP File#) Signed under the pains and penalties of perjury this day of 19 (Signature-authorized agent of applicant or owner) 242-1475,657 Forest Street OOC 12 NACC 5/25/2010 pORTF� M T O COCMCM•wKw 1 �9A�R�TEo �PP`y'(5 9SSACHUS�� PUBLIC HEALTH DEPARTMENT Community Development Division May 20, 2010 Forest Realty Trust 32R Old Point Road Newbury, MA 01951 RE: Subsurface Sewage Disposal System Plan for 657 Forest Street,North Andover, Massachusetts Assessor's map 105D, Lot 21 Dear Property Owner, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property. These plans dated March 20, 2010, final revision date of May 15, 2010,have been approved for a four(4)bedroom, maximum nine-room home. In accordance with 310 CMR 105. 020(2) " Construction of all systems for which a Disposal System Construction Permit application has been approved by the local Approving Authority and/or the Department shall be completed, and the Certificate of Compliance (COC) obtained within three years of issuance of the final approval."During this time a licensed septic system installer must obtain a permit and complete this work. Other items to be submitted prior to a COC is issued by the Town of North Andover are; an as-built of the system and an installation certification form endorsed by the installer, designer. This approval is subject to the following conditions: 1. Prior to receiving a building permit, the applicant must provide complete floor plans of the new home. Please include all living spaces. 2. Prior to receiving a Disposal Works Construction permit,the applicant must provide a foundation plan in 1"=20' scale to overlay on the septic plan. 3. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 4. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. /Since ' , er, REHS Public Health Director Cc: Richard Tangard, P.E. 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 918.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Nashoba Analytical, LLCTel:978-391-4428 Fax:978-391-4643 LabNumber: 114127 31 A Willow Road,Ayer MA 01432 Website:http://www.NashobaAnalytical.com Use this number with all correspondence Client: W�'" _ Skillings and Sons, Inc. 1 ieUfx k S �e�J( ReportDate: 6/2/2010 9 Columbia Drive �� W Amherst, NH 03031 � Certificate of Analysis 21390 Parameter Method Result MCL MRL Date of Analysis Analyst -George Haseltine, 657 Forest Street, North Andover MA Sampled:5128/2010 2:15:00 PM by J. Gove Total Coliform Bacteria,/100ML MF-SM9222B 0 0/Absent 0 5/28/2010 4:00:00 PM M-MAI118 Arsenic,Total,MG/L SM 3113B ND 0.01 0.002 5/29/2010 M-MA1118 Calcium,MG/L EPA 200.7 6.3 Not Spec 1 6/1/2010 M-MA1118 Copper,MG/L EPA 200.7 ND 1.3 0.01 6/1/2010 M-MAI118 Iron,MG/L EPA 200.7 # 1.46 0.3 0.01 6/1/2010 M-MA1118 Lead,MG/L SM 3113B ND 0.015 0.002 5/28/2010 M-MAI118 Magnesium,MG/L EPA 200.7 1.6 Not Spec 1 6/1/2010 M-MA1118 Manganese,MG/L EPA 200.7 0.029 0.05 0.005 6/1/2010 M-MA1118 Potassium,MG/L EPA 200.7 ND Not Spec 1 6/1/2010 M-MA1118 Sodium,MG/L EPA 200.7 61.2 See Note 1 6/1/2010 M-MA1118 Alkalinity,MG/L SM 2320B 116 Not Spec 1 6/1/2010 M-MA1118 Ammonia,MG/L SM 4500-NH3-D ND Not Spec 0.1 6/1/2010 M-MA1118 Chloride,MG/L EPA 300.0 5.8 250 1 5/28/2010 M-MAI118 Chlorine,Free Residual,MG/L SM 4500-CL-G ND Not Spec 0.02 5/28/2010 M-MA1118 Color Apparent,CU SM 2120B # 25 15 1 5/28/2010 M-MA1118 Conductivity,UMHOS/CM SM 2510B 358 Not Spec 1 5/28/2010 M-MA1118 Fluoride,MG/L EPA 300.0 3.4 4 0.1 5/28/2010 M-MA1118 Hardness,Total,MG/L SM 2340B 23 Not Spec 2 6/1/2010 M-MA1118 Nitrate as N,MG/L EPA 300.0 0.05 10 0.05 5/28/2010 M-MAI118 Nitrite as N,MG/L EPA 300.0 ND 1 0.01 5/28/2010 M-MA1118 Odor,TON SM 2150B 1 3 0 5/28/2010 M-MA1118 pH,PH AT 25C SM 4500-H-B # 8.6 6.5-8.5 5/28/2010 M-MA1118 Sediment,pos/neg ------------- neg ------ neg 5/28/2010 M-MA1118 Sulfate,MG/L EPA 300.0 22.2 250 1 5/28/2010 M-MA1118 Total Dissolved Solids,MG/L SM 2540C 228 500 1 6/1/2010 M-MA1118 Turbidity,NTU EPA 180.1 11.4 Not Spec 0.1 5/28/2010 M-MA1118 MCL=Maximum Contaminant Level(EPA Limit),MRL=Minimum Reporting Level Sodium Guidelines-Mass 20,EPA 250, #=Result Exceeds Limit or Guideline ND=None Detected(<MRL), *=Background Bacteria Noted Massachusetts Certified David L.Knowlton Laboratory#MA1118 Laboratory Director Page 1 of 1 d., t ISSUING COMPANY PACIFIC EMPLOYERS INSURANCE COMPANY Workers' Compensation NCCI CA 10677RRIERCODE and Employers Liability _ 10677 Insurance Policy POLICY NUMBER IN New ❑ Renewal ❑ Rewrite Information Page Symbol: NWC Number: C4 62 47 38 3 g PREVIOUS POLICY NO. ❑ Individual ❑ Partnership Symbol: Number: ❑ Corporation IN LTD LIAB CO-LLC Item 1.F STARTER BUILDING&DEVELOPMENT LLC Inter/Intrastate ID No.: Named Insured 66 GILCREAST ROAD SUITE 2 Federal Employer ID No.: 020470625 Mailing LONDONDERRY NH 03053 Address Employer's ID No.: PIIC CODE: 89999 For other named insured see Extension of Information Page-Schedule of Named Insured, WC 99 99 99 A For other workplaces see Extension of Information Page-Schedule of Other Workplaces, WC 99 99 99 B Item 2. Policy period: From 02-14-2010 To 02-14-2011 12:01 A.M., standard time at the named insured's mailing address. Item 3A. Workers'Compensation Insurance: Part One of the policy applies to the Workers'Compensation Law of the states listed here: NH Item 3B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in Item 3A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 500,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 500,000 each employee ( _.stem 3C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: ALL STATES EXCEPT ND,OH,WA,WY, AND STATES DESIGNATED IN ITEM 3.A Item 4. The premium for this policy will be determined by our Manual of Rules,Classifications, Rates and Rating Plans.All information required below is subject to verification and change by audit. SEE EXTENSION OF INFORMATION PAGE-CLASSIFICATIONS If indicated here, interim adjustments of premium will be made: Minimum Premium collected in NH $ 201. ❑Semi-Annually ❑ Quarterly ❑ Monthly Total Estimated Premium $ 9229. Deposit Premium $ This policy includes these endorsements and schedules: SEE SCHEDULE OF FORMS AND ENDORSEMENTS WC999999D PRODUCER NAME AND MAILING ADDRESS TPA INSURANCE AGENCY INC 10 NEW ENGLAND BUSINESS CENTER SUITE 303 ANDOVER MA 01810 PRODUCER CODE: 249634 .04-3296168 SML MARKETING OFFICE: ACE COMPLETE 3SUE DATE: 01/28/2010 �1 Q (A hori�Rlf bio Schramm II WC 00 00 0 1 A (06/03) Copyright 1987 National Council on Compensation Insurance 1 INSURED ISSUING COMPANY EXTENSION OF INFORMATION PACIFIC EMPLOYERS INSURANCE COMPANY NCCI CARRIER CODE PAGE - CLASSIFICATION 10677 i POLICY NUMBER Symbol: NWC Number: C4 62 47 38 3 ®New ❑ Renewal ❑ Rewrite PREVIOUS POLICY NO. Symbol: Number: ❑ Individual ❑ Partnership ❑ Corporation ER LTD LIAB CO-LLC NEW HAMPSHIRE Complete Item 4. of the Information Page Premium Basis Rate Classifications Code Estimated Total Per$1.00 of Estimated NO. Remuneration Remuneration Premium CARPENTRY - DETACHED DWELLINGS *5645 41600 19.92 8287. CLERICAL OFFICE NOC 8810 63400 .43 273. CONTRACTOR CPROJECT MANAGE CONSTRUCTION 5606 27000 2.79 753. EXECUTIVE, CONSTRUCTION MANAGER OR CONSTRUCTION SUPERINTENDENT EMPLOYERS' LIABILITY INCREASED LIMITS 9807 1.7000% 158. PREMIUM SUBJECT TO EXPERIENCE MODIFICATION 9471. APPLICABLE EXPERIENCE MODIFICATION .950 PREMIUM ADJUSTED BY EXPERIENCE MODIFICATION 8997. I ESTIMATED STANDARD POLICY PREMIUM 8997. CATASTROPHE PROVISIONS FOR TERRORISM - NOT PART 9740 .020 26. OF STANDARD PREMIUM ' CATASTROPHE PROVISIONS FOR CATASTROPHE (OTHER 9741 .020 26. THAN CERTIFIED ACTS OF TERRORISM) EXPENSE CONSTANT 0900 180. TOTAL 9229. Minimum, Estimated and Deposit Premiums are shown on the Information Page. Total State Premium 9229. ` -- THIS EXTENSION OF INFORMATION PAGE IS EFFECTIVE FOR THE POLICY PERIOD INDICATED ON THE POLICY INFORMATION PAGE UNLESS OTHERWISE STATED. ISSUE DATE: 01/28/2010 (PAGE 1 LAST PAGE) WC 99 04 18(12/05) Copyright 1987 National Council on Compensation Insurance 1 INSURED Date. . . TOWN OF NORTH ANDOVER t- PERMIT FOR PLUMBING S CHUS This certifies that . . . . . . . . . . . . . has permission to perform plumbing in the,buildings of . . . . . . . . . . . . . . . . at . ... . . . . . . . . . . . . . . . e. ... . . . . . . .. Korth Andover, Mass. Fe&-'! . . . . .Lic. N . . .J/ No... . . ... . . . . ./-� . . . . . . . . . . . . . . . . .�PLUM/81 G INSPECTOR Check # Z-23x 7499 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS Date Building Location���j 7 ��7'«✓ Owners Name I/A�Di A0 permit# y Amount viz Type of Occupancy New Renovation Replacement / Pians Submitted Yes ❑ No FIXTURES TA E~ �� rn 01 W A H SZB•IM S�g1VII�II' ern boat 4MFUXIR 5MHDM sMROCR , 7MHBM M HDM (Print or type) / Check one: Certificate Installing Company Name %'�'1 � D` Corp. c '7f <!L,Address �"� �9""L ❑ Partner.• Business Telephone &Z59 Firm/Co. Name of Licensed Plumber. f� 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 rgnaturr 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' performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Mas to PI Code and Chapter 142 of the General Laws. r By: W9naU11X=LICenftaum er Type of Plumbing License Title City/Town TIME Numner Master Journeyman ❑ APPROVED(OFFICE USE ONLY Page 1 of 1 Brown, Gerald From: david.n.tremblay@gmail.com on behalf of Linda E Tremblay [linda.e.tremblay@gmail.com] Sent: Monday, April 12, 2010 9:27 PM To: George Haseltine Cc: Brown, Gerald; kathleenszyska Subject: 657 Forest St Hi George, At the NA Historical Commission meeting on April 12, 2001, it was voted tha 657 ForestSt,North Andover, MA is not a historically significant structure per the Town's Demolition Delay bylaw(Chapter 82). There will be no delay period, and your demolition application has been signed off. It will be returned to you in tomorrow's mail. Regards, Linda Tremblay NA Historical Commission 4/13/2010 r Date.. L H ORTk ' pF i o� TOWN OF NORTH ANDOVER ' 9 • PERMIT FOR GAS INSTALLATION a° ♦ 09 . �.SSACHU5' This certifies that . .�•D��Z�. . . . . . . . . . has permission for gas installation . 4? . in the buildings of 1.i . . . . . . . . . . . . . . . . . . . . . . . . . . at � . . . � 9 . . . . ., North And over, Mass. /Fee.'A . Lic. No.. . . . . . . . . . . . . . . . . . . . . . . . . . . Check# a GAS1NSPECTOF '4580 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) + •;4 _ N o% E LP�Mass. Date 61fra Ito 111111IR-200-1 Permit ' Building Location 46S 7 &P- Owner's Name ` IZ4 Ks ,eW= Type of Occupancyr New ❑ Renovation ❑ Replacement �C Plans Submitted, Yes ❑ : No' cn ` YUJ ri)Z CC Gmy W Q U a: ¢ W Q = H � U, J Q W 0 CJ m Z _ ir _ Z o It � X 0 z co ¢ U) 0 U w Cr LLI W Z ~ W J Q Q HED y ¢ LLH W J W 0 _ 5 3 0 �, c� g, > o g o SUB•BSMT, BASEMENT 1ST FLOOR ' 2ND FLOOR ` p ! }1 3RD FLOOR r h � 4TH FLOOR STH FLOOR 6TH FLOOR. >� �,} x Y w a {& - �s ,rcQ t�krn! ¢ 7TH FLOOR `; c ` ' 8TH FLOOR 1 In Company Name nOL— 9 . --4 1 t&4 Check one: 'Certlflcate- 3 Address , .A. 7LES X-Corporation 4�f►�poy�,f2_ �Vl 0 1 ❑ Partnership ; s99 R— ❑ Firm/Co. Y �7S Z 't' J Business Telephone � Name of Licensed.Plumber or Gas Fitter - _EBfiEr-g *_o0tA&Tr4-_ INSURANCE COVERAGE: 5 I have a current liability,insurance policy or its substantial equivalent which meets the requirements of h.`142. Yes No ❑ If you have crecked rimes, please indicate the type coverage by checking the appropriate box. r A liability insurance policy. I Other type of indemnity ❑ Bond ❑ } ; 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: Owner ❑ Agent ❑ Signature of Owner or Owner's 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 installation performed,under the permit issued for this application will be in compliance with.all,pertinent provisions of the Massachusetts State Gas Code and Chapter 12 of the General Laws. a BY Type of License: rt Title ❑ Gasfitter Signature of Licensed Plumber or Gas,Fitter w E ' Master q a City/Town 9-11, rite License Number CS S r APPROVED(OFFICE USE ONLY) Journeyman Date. Oe<NpRT:1Mo TOWN OF NORTH ANDOVER 0 PERMIT FOR PLUMBING ,SSACMUS� This certifies that A/.l` aC ll �iL. ZY has permission to perform . . A. 'Z% . !!(� Z !. ,(! . plumbing in the bu*ldings of . . . . . . -!. . . . . . . . . . . . . . . . . . . . </J at . . 1 . . . . . . . . . . . . . . : . . .o . North Andover, Mass. Fee.YA. . . .Lic. Nwe-�V. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PLUMBING INSPECTOR Check s. 5844 $o NIASSACHUSMS UolOFOR961 APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) No. Amoavk- Mass. Date bfiC*AA0+1t. Ib Permit # 1° F Building Location (v57 FoK667 Owner's Name KaalS - Type of Occupancy ef&I DiENGfi.r 7c�°gM sv0y`e New ❑ Renovation ❑ Replacement 1�'' Plans Submitted: Yes ❑ No '�( FIXTURES B.P. # SEWER # SEPTIC # z z z y a Cl) o zz W W W W H U CC a) R to z z U z Cr ca � w } o < m aC a M O LL p W ¢ Cl) LZ Q W � m J z o o � m W ~ � 2 . no. z Y a cc Z Z a W t1 w = 00 to < p z Q ¢ a 0 ¢I F x m sn o o _ rn u_ c9 o a S m o SUB-BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 6TH FLOOR 7TH FLOOR 6TH FLOGR Installing Ccmpany Name rl*L .plt/Ylb bA Check one: Certificate # Address P•o• rnr ? Corporation (ooh 00 A NDoy C2. to• o 18!:k= ❑ Partnership Business Telephone !)7$ - -%7 S • Lfyy!j ❑ Firm/Co. Name of Licensed Plumber Qo8tra2T �.►Aivc.�t `-C� INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. Yes, No ❑ If you have lecked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy. Other type of indemnity ❑ Bond ❑ 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: Owner ❑ Agent ❑ Signature of Owner or Owner's 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 knowkKlge and that all plumbing work and installation performed under the 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 Feel_ Signature of Licensed Flurnter e Title Type of License: Master 9�,[.; Journeyman L i City/Town License Number / 8slQ APPROVED (OFFICE USE ONLY) BELOW FOR OFFICE USE ONLY FINAL INSPECTIONS SKETCHES PROGRESS INSPECTIONS FEE NO. APPLICATION FOR PERMIT TO DO PLUMBING NAME A TYPE OF BUILDING LOCATION OF BUILDING PLUMBER PERMIT GRANTED DATE 19 PLUMBING INSPECTOR