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Building Permit #002-14 - 654 SALEM STREET 7/1/2013
i NORTH BUILDING PERMIT 3? b'::�_ - n,'6 TOWN OF NORTH ANDOVER16 APPLICATION FOR PLAN EXAMINATION Permit NO: y"�— / Date Received * °q<�=�•:�-� '' ��SSACNUS� Date Issued: + ORTANT:Applicant must complete all items on this page ;,q.ar 7a'fie t y,.,r:•�$^ kir. .rY zy :ig.i.r 'hi:,�£ ` L OCATIt)N n, w W W r,� � �, a�" ,��. �'.n.an7" ,na,r ; eS�" ��'� '�� � +` p '. s'c dl c �.,� } •. '� � �t "^ ,� T'R•l1[—►'i i�� rg° �,���r Mi•, 1'�S� �"{ t w� ,,� � �k "� "� �� �`"t'� 1 ,'�..<ti�r xz »t � �� �+�.�i•., � 7 r:.„ r "` "a .a �?CaCt 3 S -� `: TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential a` ❑ New Building VOne family ❑Addition ❑Two or more family ❑ Industrial r ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition l�Ia/{ ❑ Other ?3 " ' FL tPx'"n MN Y.! r �Flbvdplarfa 1lUetlara $ � Wm rs4110 i�#ndt £' ryw-gin a .. Y •* , a�a-;,.1��,V"+�`at�f�'�e W 61 p "S`- '�" V±:�*'m �,�, .:� -:k '�'' r s�v� Via, � n."fie � ,+� �> ���' �w-.• .� o 1�o CO 'h r S,�� tJ t..1 f ,, CX.,s o -'s IdentificPa�tion Please Type or Print Clearly) OWNER: Name: ��, 5`�"�T�, �2� CCU Phone: (%1`7 ��`"I� Address: /g�yy'� ./�...p -. a . �r w' '* A ''Y, '^3 t ra T c <r rhro/� " ► ja °ro` `^ 'rov a m. ,,, 1/1CT\.J�i� � �i` �t'z' g 'r�»gi,„at•', y3' i•a �' ",�' -- srt»2' I1�,.y� ,t z "+ 4 ^l� I✓ �r Address ' A 0 � ae? N ' a G L q�• M#s` t�'-. a a '� n i .t.riW '',� » •u r ,' ,_. ;t'Su. M^.g £�: ',m,� r�t'°a.� m r r �1k `� s a� e$Mi,. ,. .af:t •n�' ��, Supervtsbr 5brrstubtror Lrcer pNae r r r �"� �•� ,su7 a�, win � ''Y-dh+�u #d.,+��y' �('+E� � +' �, ah��n� �, �,- � m.;gs� �t � • ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 7 t7 OCw.0 FEE: $ Check No.: Receipt No.: �(�� � NOTE: Persons contracting wit un egistered contra ors do not have access to the guaranty fund >• �- "� - g5 rtiatuPre oQntlwn k._.- r...r,..w.:..d., �/ x TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT:Applicant must complete all items on this age LOCATION1- 0 - -. - - - -- PROPERTY 1NNER_, _ __ -- N : : Print 100 YearFOld Structu fe:, yeSno;. II MAF NO, PARCEL. _ ZONING DISITrRICT HistoriciDistrict yes, no; - 11- Machine,Shop Village yes-. no, TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential �+ ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial 'i ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other _ Septic El1Nelli ❑ Floodplain ❑Wetland's 1Naterslied Distract, . O Water/Sewer, - DESCRIPTION OF WORK TO BE PERFORMED: Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR, Name: - _ Phone: Address: a Supervisor'sZonstructio.n:License. Exp . Date: _ Horne,Improve_.ment'License., Exp. Pate: r- ARCH ITECT/ENGINEER— Phone: Address: Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guarang fund fSi nature�of A ent/Owner xa ` aSig_n* ure;of.contractor': Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ Building Department The foho- wing is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application Li Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application L3 Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apir�al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submated with the building application Doc: Doc.Building Permit Revised 2012 j Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE.DISP.OSAL Public Sewer ❑ Tanning/Massage/Body Art ❑. . Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED b PLANNING DEVELOPMENT ❑ Q COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS . Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/S Driveway Permit . DPW To-,v;!_ Engineer: Signature: i Located 384 Osgood Street FIRE DErARfM-ENT - Temp Dumpster onsite yes no Located at 124SMair,'Street I Fire Department signature/date r„ COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions- Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service Top requires approval of Electrical Inspector Yes No DATER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A-F and G min.$100-$1000 fine NOTES and DATA— For department use f I i f I f If ® Notified for pickup - Date f E I I Doc.Building Permit Revised 2010 Y Location No. r � % �' Date i • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $6""" Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# 7y-6 Luilding Inspector Enter construction cost for fee cal - North Andover Fee Cakulation Construction Cost $ '550,000.00 m $ - $ 600.00 Plumbing Fee $ 75.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 75.00 Total fees collected $ 850.00 654 Salem Street 002-14 on 7/1/13 Exterior Reno, Roof Siding, Windows, Doors, Entry Deck NORT�y Town of t E : �. ndover No. 02 _ jr. 1 o - `^�, h , ver, Mass, /S cocN1C tw.cw �'►• p°R,TIE S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System S THIS CERTIFIES THAT I&SI�� (4! .............................. BUILDING INSPECTOR ......Ao�a... .................................... Foundation has permission to erect .... buildings on ..: X1.°.....59 Z f ...................... .... . .................................................. Rough to be occupied as ,Q p ........ . .t°�a� .........:5� .r��.�....�/..0.f.GsC� ...........�!.�.lorJG ��i�a�ys�/l� Chimney provided that the person acceptin�this permit sha41 In every respect conform to the terms o the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alterati n 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 CONSTRUCTIO STARTS Rough .......... ...... . . . .. .../ �:4 . iAt .................. Service Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildin:r Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final T No Lathing or Dry Wall 1'o Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. 00 ° ' ............. a do �� � L JII _� a amNLL LoLli 0 cc � z ..... , � J Z ...... ..... ... 1IYL� . , .. ? 1' oa1 040) ....I ....... ... .... 77� �..... . ...._ z W P . a ........ l I f :..... . .... ... .. .. .. �1 .... �o4'j- rt - 7a_ . ,� it i_► . ...... 5�� - ...._ ... ..............�.. .. �o .. 0 q .'. .:A t IA ItA OF 44 i ...... ......... ...... .-- `,� -..... � .� yC ..... .... ..... • A Ut j �. i w .. Qi i CJ - � Q ........: . : .. .. ...... .... ............ c� ............ a o. S ELT NO. Boise Cascade " " R Quadruple 1-3/4 x 8 VERSA-LAM@ 2.0 3100 SP Floor BeamlHeader Q p Dry 11 span No cantilevers 10/12 slope Sunday, June 16, 2013 BC CALCO Design Report- US Build 2377 File Name: BC 13060.bcc Job Name: Dan WAterhouse, Contractor Description: Designs\Header N l Address: 654 Salem St Specifier: �J City, State, Zip: North Andover, MA ' s Designer: Dan L Gelinas PE (i Customer: Company: Gelinas Structural Engineering LLC Code reports: ESR-1040 = '"; `��� Misc: 112 1 on= BO 12-00-00 B1 Total Horizontal Product Length=12-00-00 Reaction Summary(Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,736/0 817/0 B1, 3-1/2" 2,736/0 81710 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Unf. Area(Ib/ft^2) L 00-00-00 12-00-00 456 120 01-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 9,861 ft-lbs 48.9% 100% 1 06-00-00 Completeness and accuracy of input must End Shear 2,986 lbs 28.1% 100% 1 00-11-08 be verified by anyone who would rely on Total Load Defl. L/350 (0.396") 68.6% n/a 1 06-00-00 output as evidence of suitability for Live Load Defl. L/454 0.305" 79.2% n/a 2 06-00-00 particular application.Output here based ( ) on building code-accepted design Max Defl. 0.396" 39.6% n/a 1 06-00-00 properties and analysis methods. Span/Depth 17.3 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current installation Guide and applicable building codes.To obtain Installation Guide Bearing Supports Dim.Lx W) Value Support Member Material or ask questions,please call BO Post 3-112".x 7" 3,553 lbs n/a 19.3% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 7" 3,553 lbs n/a eA ° Lk U specified BC CALC®,BC FRAMER@,AJSTPA ALLJOISTO,BC RIM BOARDTM' BCI@, Notes "�6g`�.`� BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria.` `�y SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (L/360)Live load deflection criteria. �p DANIEL L. `0 PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum total load deflection criteria. o GELINAS VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood _ U STRUCTURAL ,, Calculations assume Member is Fully Braced. . y * Cut from: 1-3/4" x 9-1/4"VERSA-LAM®2.0 3100 SP No. 33994 Products L.L.C. I Design based on Dry Service Condition. �; w Deflections less than 1/8 were ignored in the results.._ Fastener Manufacturer: Simpson Strong-Tie, Inc. ' ' 14 User Notes Bearing, only two ply need to be bearing, that is.3 1/2" minimum bearing NN �i Page 1 of 2 l� I��'�v� ,ti r ®Boise Cascade Quadruple 1-3/4" x 8" VERSA-LAM® 2.0 3100 SP* Floor BeamlHeader Dry 1 span No cantilevers 10/12 slope Sunday, June 16, 2013 BC CALC@ Design Report- US Build 2377 File Name: BC 13060.bcc Job Name: Dan WAterhouse, Contractor Description: Designs\Header �d Address: 654 Salem St Specifier: City, State, Zip: North Andover, MA Designer: Dan L Gelinas PE Customer: Company: Gelinas Structural Engineering LLC Code reports: ESR-1040 Misc: Connection Diagram Disclosure b - —d — Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for ® particular application.Output here based on building code-accepted design properties and analysis methods. • • Installation of BOISE engineered wood ® products must be In accordance with current Installation Guide and applicable 1, 1A building codes.To obtain Installation Guide �t v' or ask questions,please call Lbmi�= " = 5" (800)232-0788 before installation. iminimum = 1" BC CALC®, BC FRAMER®,ASTM ALLJOISTO,BC RIM BOARD ,BCIO, BOISE GLULAM- SIMPLE FRAMING j Calculated Side Load = 288.0 Ib/ft SYSTEM@,VERSA-LAM@,VERSA-RIM Beams 7 inches wide will be assumed to be either top-loaded only, ore equally loaded from PLUS@,VERSA-RIME, p Y q Y VERSA-STRAND@,VERSA-STUDS are each side. trademarks of Boise Cascade Wood Install Screws with screw heads in the loaded ply. Products L.L.C. Connectors are: SDW22634 ,444 G '� Or ��2 � q r i. Y = DAf�IEL L. sus -i.!t!na = C) GELINaS ` �U[ 5TRU.;•r 1R.Al. I � �c� STRUCTURAL .' No.3399 x .: AL g 3 6 s� Page 2of2 s. <. .. .;.... . 0 ..... k a+/ u C.0 Ln . .... ........ ._. U. comN 0 MLO Lu ....................... ... .. ......... .. .. .. .. . .... . . ..... ...... ..... .... ..... � ..... .: ' ...... Z � . . Ili ... - cam c a. z : .....2 _ cT Ulf : __ 2 .. „ . .. I :..... ....... .. �- ry i ...... .... ri - . .. ........... .... .. fy ... �E a s� . .......:.. . ..... ..... .. v KQ 'G 0 tR [ ................... `' ti DA LGES��lA-S R/ R V p URAL.- ............................... E No.33994° 1A1 t. v-, ..... ............i.. \v i .. ... .... .. ..... ;.. ZI �. i , i E i V . .. ........� >.. ..o... -. oaf' " .. i... .... .. ... ..,.. .. _ ... .... AO, l�..� .�.�:. S E T NO . .................. I ��� �✓ ®' ®Boise Cascade Quadruple 1-3/4" x 8" VERSA-LAM® 2.0 3100 SP* Floor BeamlHeader Dry 1 span No cantilevers 10/12 slope Sunday, June 16, 2013 BC CALC®Design Report- US Build 2377 File Name: BC 13060.bcc Job Name: Dan WAterhouse, Contractor Description: Designs\Header Address: 654 Salem StSpecifier: r;t City, State, Zip: North Andover, MA Designer: Dan L Gelinas PE Customer: '( f�vh '4 Company: Gelinas Structural Engineering LLC Code reports: ESR-1 040 Misc: n S7RU�;.;..;'=„KL =a .33 12-00-00 80 61 Total Horizontal Product Length=12-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,736/0 817/0 B1, 3-1/2" 2,736/0 817/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag v� Description Load Type Ref. Start End 100% 90% 115% 160% 125% r 1 Unf. Area(Ib/ft^2) L 00-00-00 12-00-00 456 120 01-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 9,861 ft-lbs 48.9% 100% 1 06-00-00 Completeness and accuracy of input must End Shear 2,986 lbs 28.1% 100% 1 00-11-08 be verified by anyone who would rely on Total Load Defl. L/350(0.396") 68.6% n/a 1 06-00-00 output as evidence of suitability for 0.305" 79.2% n/a 2 06-00-00 particular application.Output here based Live Load Defl. L/454 (0.305") on building code-accepted design Max Defl. 0.396" 39.6% n/a 1 06-00-00 properties and analysis methods. Span/Depth 17.3 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"A 7" 3,553 lbs n/a 19.3% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 7" 3,553 lbs n/a 19.3% U specified BC CALC®,BC FRAMER®,AJS-, .tN Or Aitq ALLJOIST®,BC RIM BOARDTM BCI®, Notes _ '�cS' BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflbction criteria. �a�. y SYSTEM®,VERSA-LAM®,VERSA-RIM O G PLUS®,VERSA-RIM®, Design meets Code minimum (L/360) Live load deflection criteria. g DANIEL L. w Design meets arbitrary(1")Maximum total load deflection criteria. o GELINAS tr_ trademarks T ABol®Cascade Wood are Calculations assume Member is Fully Braced. STRUCTURAL Products L.L.C. *Cut from: 1-3/4"x 9-1/4"VERSA-LAM®2.0 3100 SP No.33994 I I I I y Design based on Dry Service Condition. o Deflections less than 1/8"were ignored in the results... Fastener Manufacturer: Simpson Strong-Tie, Inc._, User Notes �1 N41 Bearing, only two ply need to be bearing, that is,3 1/21'.'',;x.3 1/2" minimum bearing AXI . STEL-� V e1�10 5 � 2"z 6'/� _ h h Page 1 of 2 4 I_� �V� J y 12-A S� k> ®Boise Cascade Quadruple 1-3/4" x 8" VERSA-LAM® 2.0 3100 SPS` Floor Beam\Header Dry 1 span No cantilevers 10/12 slope Sunday, June 16, 2013 BC CALC®Design Report- US Build 2377 File Name: BC 13060.bcc Job Name: Dan WAterhouse, Contractor Description: Designs\Header Address: 654 Salem St Specifier: City, State, Zip: North Andover, MA Designer: Dan L Gelinas PE Customer: Company: Gelinas Structural Engineering LLC Code reports: ESR-1040 Misc: Connection Diagram Disclosure e d — Completeness and accuracy of input must j-- be verified by anyone who would rely on a output as evidence of suitability for • • ® particular application.Output here based C on building code-accepted design properties and analysis methods. • • Installation of BOISE engineered wood ® products must be In accordance with current Installation Guide and applicable ,A building codes.To obtain Installation Guide V' or ask questions,please call ! a minimum = 1-1/2"c= 51, (800)232-0788 before installation. b minimum = " e minimum = 1" BC CALC®, BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAM-,SIMPLE FRAMING Calculated Side Load =288.0 Ib/ft SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from VE RSA-STRAN DO,VERSA-STUDO are each side. trademarks of Boise Cascade Wood Install Screws with screw heads in the loaded ply. Products L.L.C. Connectors are: SDW22634 N OF A44SS,-9 f gQ DANIEL L. ip GELINAS 1 O STRUCTURAL .3 No.33994 gf A , Page 2 of 2 The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations 1P 1 Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Ledbly Name(Business/Organization/Individual): Address: 2 (Bew. )-)"I) P.E9, City/State/Zip: Mk a Phone#: �-)F L1 31b 66�1- Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I mployees(full and/or part-time).* have hired the sub-contractors 6. E]New construction 2. 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• 9. E]Building addition [No workers' comp. insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.90ther Fde r a r- kmoo3.�, comp, insurance required.] *Any applicant that checks box#I 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 state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: 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 hereby cern under the pains andpenalties*'M'u that the in ormation provided above is true and correct- - — Signature: f _... _ _.._.. _.. _ 13te••'L.--- 1313 Phone#: `17 g 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 (MM/DD/YYYY) ACOR"'` CERTIFICATE OF LIABILITY INSURANCE 06/11/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone: 978-346-8761 Fax 978-346-9620 CONTACT Journeay Insurance Agency Inc JOURNEAY INSURANCE AGENCY INC PHONE FAX 8 WEST MAIN STREET aC No Ext: 978-346-8761 A/C No 978-346 620 E-MAIL MERRIMAC MA 01860 ADDRESS: INSURERS)AFFORDING COVERAGE NAIC# INSURER : National Grange Mutual Insurance Co 14788 INSURED DANIEL WATERHOUSE INSURER 8 3 BEAR HILL ROAD INSURER C MERRIMAC MA 01860 INSURER 0: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: 9256 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADUL SUER POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MWDo MWDo LIMITS A GENERAL LIABILITY MPJ5489M 04/02/13 04/02/14 EACH OCCURRENCE $ 500,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 500,000 PREMISES(Ea occurence) CLAIMS-MADE Fx]OCCUR MED.EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 500,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 17 RO- POLICY JPECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (per accident) UMBRELLA LWB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATLL OTH AND EMPLOYERS' LIABILITY TORY LIMITS ER $ ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A E.L.DISEASE-EA EMPLOYEE $ (Mandatory in NH) Dyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Hall THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN North Andover,Ma. ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Attention: Derek Journeay ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Vhe �po�rr�yeoo2cuea, o�C%[Gaaaa�uaeG Office-of Consumer Affairs&Busi ess Regulation ME IMPROVEMENT CONTRACTOR Vx'repgistration: •168120 Type:__ iration: 12720/20014 DBA DAN.CARPENTRY rii� '"4 :;I1" : {f1 DANIEL WATERHOUSE �,`•� 5.15, r 3 BEER HILL RD MERRIMAC, MA 01860 � "may Undersecretary Massachusetts -Department of Public Safety Board of Building Regulations ulations and Standards . Construction Supervisor License: CS-105003 �F DANIEL A WATERHOUSE 3 BEAR HILL ROAD31 ,r MERRIMAC MA 01860 , Expiratior Commissioner 02/10/201: . s b 0 06/12/2013 08:43 6033296234 ERI PAGE 01/02 Certificate No: iA041865 THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OMCE OF LABOR AM WORI{FORcr,DtWILOPMENT DEPARTwNT of LABOR STANDARDS 19 STANIFORD STRBET,BOSTON,MASSACHUSETTS 02114 DELEADER CON'T'RACTOR LICENSE ENVIROnsNTAL RESTORATIONS,INC. 10 HAZEL DRIVE HAMPSTEAD N1103841 LICENSE: DC000229 EXPIRES: Sunday,January 19,20114 IN ACCORDANCE WITH M.G.L.CH. 11.1, § 197B(b)AND 454 CMR 22,03,THIS LICENSE IS ISSUED By TIME J)EPARTNMNT 4F LABOR STANDARDS TO THE CONTRACTOR ABOVE FOR THE PURPOSE OF ENTERING INTO OR ENGAGTNG IN DEJ.EADING WORK. THIS LICENSE IS VALID FOR A PERIOD OF ONE YEAR. I ..THIS LICENSE MUST BE MAJNTAINED BY THE CONTRACTOR WHEN ENGAGED IN DELEADING WORK IN ACCORDANCE WITH M.G.L.CH- 1.11 § 197B(b)(2)AND 454 CNRt 22.03. WEATHER E.RowV,DIRECTOR � Please detach this mailing tab and keep your licanse certificate in an accessible location.A copy of this license must be maintained at each worksite. ENVIRONMEN'T'AL RESTORATIONS,INC. `--� 10 HAZEL DRIVE HAMPSTEAD,NH 03841 06/12/2013 08:43 6033296234 ERI - PAGE 02/02 PACE. 1/ 1 1!eb.12.2O13 06:55 PIS Environmental Restorationsg Inc, A,P roftsional IMMOaeh to quAlity sexvice General Contractors—Deleading—8andblas0rng Asbestos Removal—Mold Remediation—Fire 13.C3toratian Thursday,May 30,2013 Dan Waterhouse RE:645 Salem street,North Andover,MA(Lead) environmental Restorations,Inc,Is pleased to quote the price for the proper removal and disposal of approximaToly 2000 square feet of exterior LBP shingles,rakes,fascia and soffits at the above referenced site,according to walk through,for the sum of$+4,700.00 j Prke Includes( j All permits and fees as per state,local and federal regulations Close out documentation One Mobilization price excludes-, Moving of objects to access siding patch&match/build back of wood Replacement of gutters or drainage Owner to provide: Water/olectrlcity Access/Security Parking for truck/durnpster Sanitary facilities Respectfully submitted, Accepted by: Stuart Gregerman Stuart Gregerman 9usiness Development 10 Hazel Drive,Hampstead,NH 03841.—Tel(609)329«6101—Fax(603)329-6234 www.envl ronmentairestomtions.com ADDRESS: 6S SAc,ol"t Si uL9ZTA' 141VOO C 1 o i$kl Page 1 of-r J The Commonwealth of Massachusetts Executive Office of Health and Human Services J . Department of Public Health r� Bureau of Environmental Health Childhood Lead Poisoning Prevention Program 250 Washington Street, 7th floor Boston, MA 02108-4619 800-532-9571 DISCLAIMER CONCERNING LEAD DETERMINATION REPORT The information contained in this report concerning the presence of lead paint does not constitute a comprehensive lead inspection. The surfaces tested represent only a portion of those surfaces that would be tested to determine whether the premises are in compliance with the Massachusetts Lead Poisoning Prevention Law (Massachusetts General Laws, chapter 111, sections 189A through 199B). Serious lead poisoning hazards are created when materials containing lead paint are disturbed,unless proper safety guidelines are followed. Therefore,Massachusetts's law requires that: A licensed deleader must do all high risk deleading, such as scraping or the use of caustics.Property owners,their unlicensed agents, and licensed lead-safe renovators may do some deleading activities without a deleader's license. Before they do so, though, owners,their agents, and lead-safe renovators must become trained and receive authorization to perform these activities. Owners and their agents should contact the Childhood Lead Poisoning Prevention Program for more information on the specific activities they may perform and on how to become trained and authorized to perform these deleading activities. Lead-safe renovators are licensed by the Division of Occupational Safety (DOS) and should contact them for training and authorization requirements.Letters of Full Compliance will be withheld if unauthorized deleading has occurred. Any renovating or rehabilitation of premises containing dangerous levels of lead paint must be done in compliance with the procedures set forth in the Deleading Regulations issued by the Division of Occupational Safety (454 Code of Massachusetts Regulations 22.11),including sealing off the work area from adjacent areas, and performing a thorough clean-up. Any deleading work done on the basis of this report will not qualify the property owner for a state income tax credit,nor will the cost of such deleading be reimbursable under any state loan or grant program. In order to qualify for such programs,the premises must first be subject to a comprehensive lead paint inspection. If a child under six resides in this dwelling, the property owner may face criminal or civil liabilities unless all lead paint violations have been corrected. This lead report cannot assure that the property owner has met his or her obligations under the law. It is unlawful for rental property owners to use the presence of lead as the basis for discrimination against tenants or potential tenants with young children. Disclaimer Revised 1-05,2-09 ADDRESS: 6sS� '� � Apt# City PAS 14k0 V-"- Paje_2_of z The Commonwealth of Massachusetts i F Executive Office of Health and Human Services Department of Public Health Bureau of Environmental Health DEVAL L.PATRICK Childhood Lead Poisoning Prevention Program GOVERNOR250 Washington Street, 7th floor TIP.HURRAY Boston MA 02108-4619 LIEUTENANT GOVERNOR f )UDYANN BIGBY,MD 800-532-9571 SECRETARY JOHN AUERBACH COMMISSIONER I ALERT FOR FEDERALLY ASSISTED PROPERTIES Please be advised that in some instances Massachusetts' law and regulations are more stringent than federal requirements regarding the inspection and abatement of lead hazards. Lead hazard abatement or remediation activities, including paint stabilization, done based on the attached determination report (or on a HUD Inspection Report), which is not a comprehensive initial inspection, is in conflict with Massachusetts inspection requirements. Should any lead hazard abatement or remediation take place based solely on either this determination report or on a HUD Inspection Report, the property will NOT be able to receive a Letter of Full Compliance. Current and future property owners may not be protected from strict liability without a Letter of Full Compliance. This document and all lead-related inspection, reinspection, and compliance documents must be provided to the current owner and must be transferred upon sale of the property along with the Property Transfer Notification. For more information please contact the inspector who conducted the attached determination report or the Childhood Lead Poisoning Prevention Program at 1- 800-532-9571 or www.state.ma.us/dph/clppp. Disclaimer Alert page 2 Revised 1-05,2-09,11-09 MEL BLACKMAN *3 MASTER LEAD INSPECTOR Pagel'of " P.O. BOX 358-STONEHAM, MA. 02180 PHONE/ FAX 781- 665 3806 RENVOVATION REPAIR AND PAINTING ASSESSMENT REPORT FORM This RRP Assessment Report is being generated for renovation, repair and painting work only. DO NOT DELEAD BASED ON THIS REPORT. A licensed lead inspector must do a full inspection in order for you to delead your property and qualify for a Compliance Letter. Deleading of lead hazards must be performed by appropriately authorized persons, including a licensed deleading contractor, a licensed lead-safe renovator with an additional 4-hour deleading training; or an authorized owner/agent who is trained to perform specific work as required under the Lead Law. Contact the Childhood Lead Poisoning Prevention Program for additional information regarding deleading and training call toll free: 800-532-9571 or visit the web: www.mass.gov/dph/cippp. St.# Address Apt/Common Area ©oo❑ oao �so❑afl❑❑❑❑❑❑❑❑❑❑❑❑ City Zip Code oaao�k ❑®©aaoo®❑❑❑❑ ©a®ao Date of Assessment: D(7/ l 13 Inspector Name: �lL L {'j�-. �'tNt> 1 License# 0-(-011 S ignature: �"'� Method Used: . Sodium Sulfide Expiration date: I . V X-Ray Fluorescence Model: ��i}_t Serial #: 1 qd`I C,scription of Property: C V Single family ......................................:.....:...:................... :........;........;..._._.;........ Condominium Multi-family# units . . . Child Occ. Facility/Daycare ;...;...._;..._.;._;-.._............_._......_.:.-;._;._...;..._;...;..._.;.. :...:...:..:.......:...:......;._:...;...:...;...;...:..,._:...,...:._;...........:............................;................ . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . _.;...;...;_.._:...:...:...............:_._;.................._...... . . . . . ....;.._... .;...;...;...;.. Description of the Area Assessed: .......................... Interior of Unit ...._...;...;_:...;._ ...:........:......:._;._;......,._._...;...;_....;.....,.. Common Halls/Stairs,;...;._:......:...:...:...:....:...:......:..::...:...:._;...;-..;..._;...;...;...;.....;...;_.._;.......;......;...;...;... _...:...:...:......... ...:...:.. ..:.......:..:.......:...:...:._...:...:._:...:...............:_..._........... Exterior ; : : : :.:; D B .........................._._.__......,....,.,.............:.. : : : : : : : : : : : : : : : : : : : : : : : : . : : : .....................................:.,...:_.,......,.....,...,...,......,......,......:......,...:...:.....,......:...:...:...,...,...:...:...,.. . ✓ . . . . . . IS the Unit Occupied? Yes No :...;._:...:...:...:..:_.;...:...:...;...;...;...:...;...:...:...,...:..:...;._;...:...................:...;...;...;.. Property Owner(s): LR&S A"CM*VLT Owner's Address: 6S� SlfLeu-- s! A Side M,24;S+ Prxocv c, K4-4 019'eJ Floor#_(interior of unit work only) Owner's Telephone: O fs-3i7-1 81q An X-ray fluorescence reading equal to or greater.than 1.0 mg/cm2 or a positive reaction with sodium sulfide indicates a dangerous level of lead. Were Dangerous Levels of Lead found? Yes ✓ No. Will the planned RRP work disturb more than 6 ft z per Interior Room? Yes o No or 20 ft Z per Exterior? 0 or No. Date of Passing RRP Visual Re-inspection Inspector Inspector Name: Lid. # CSignature: Dust Samples taken on / / Dust Samples taken on_/_/ ; Passing Dust Samples taken on_/ / E Page hof S� XPLANATION OF RENOVATION REPAIR AND PAINTING (RRP) Renovation is different from deleading activities. The purpose of renovation work is to update a property and the purpose of repair work is to fix or maintain the property.The purpose of deleading work is to remove or cover lead hazards. While some of the activities enovation may be the same as deleading, like window replacement and.vinyl siding,the purpose and intent of the work for deleading yell as the rules about how the work is done and who can do the work is different. Confusing RRP rules with deleading requirements will jeopardize a property owner's ability to get a compliance document,protection from liability, and a$1,500.00 state income tax credit. It is up to an owner.along with the owner's contractor(Certified Firm)to inform the inspector which surfaces will be disturbed by the planned Renovation,Repair or Painting work and therefore need to be tested.The RRP Assessment Report forms are designed'to accommodate two situations: •. The first 25-30 components listed in the left hand box provide a"snapshot"of a room or an exterior/outbuilding. In those instances where an entire room (or exterior area)will be renovated,this"snapshot"will guide testing to find the most likely leaded components. If a component does not require testing because it will not be disturbed or the component does not exist in the area being tested,then the inspector will cross off the box. Once the inspector has completed the"snapshot," a decision can be made as to whether further testing is needed. If any of these components were found to contain a dangerous level of lead,(see definitions below),then it can be safely assumed that components of the same type in the work area also contain lead and therefore the RRP rules must be followed. If the"snapshot"of the area does not identify a dangerous level of lead,then the only way to rule out RRP requirements is to test all of the individual components that will be disturbed in the work area until either a dangerous level of lead is found or all of the components are tested and found to be below the definition of a dangerous level of lead. This additional testing will be recorded in the blank spaces below the first 25-30 components as well as in the right hand box. For large rooms/exteriors that do not contain many leaded surfaces, additional.RRP pages may need to be added. LOCATION Refers to the room,common area, or exterior location of the surface being assessed. See the diagram on the cover page. SIDE Refers to A, B, C,or D side of the building or room. See the diagram on the cover sheet.The"A"side of the building or room is the side facing the street that gives the property its address(usually, itis the front of the building).Keeping . your back to this street,from the"A"side move clockwise to the"B"side on your left,the"C"side opposite you, and the"D"side to the right. ACE Refers to the building components)being tested. Some surfaces may be made up of more than one part. For example, ' "Baseboard"may refer to four separate pieces of wood(one on each wall), but is still considered one surface. It is up to the owner along with the contractor to let the inspector know which surfaces will be disturbed by the planned renovation work. LEAD The test results either from sodium sulfide or an X-ray fluorescence instrument(XRF). i DANGEROUS An XRF reading equal to or greater than 1.0 mg/cm'or a positive reaction with sodium sulfide indicates a dangerous LEAD LEVEL. level of lead. When the"Y" is circled then the RRP Rules will apply if the work will disturb more than 6 ft'per room interior or 20 ft'per exterior, or the planned work includes window replacement or surface demolition. DUST TAKEN An owner, along.with a Certified contractor(or rental property with a licensing waiver) may choose to have dust wipes taken to ensure tat the area is clean. If wipes are taken,then Aeleading clearance levels must be achieved.These levels are as follows: Floor<40 ug/ft2; Window Sill<250 ug/ft'; Window Well<than 400 ug/ft.' Some other quick information for RRP Rules VS Deleading: RRP Rule Deleading Rules Inspection Requirements Assume Lead;Lead Check;or RRP Assessment by lie.inspector Comprehensive Initial Inspection by lie.inspector Training/Licensing Contractor and Rental Property Owners must be Certified Firm, Licensed Deleader,Licensed Lead-Safe Renovator with Requirements with employees as Certified Individuals or Trained Workers additional 4-hr training,Authorized Owner or Agent(moderate risk, low risk, encapsulation,or combination) Notification Requirements EPA Renovate Right Brochure with Signatures owners/occupants 10-Day Deleading Notification Occupancy Restrictions Out of the Work Area(generally room(s)where work is High or moderate risk work including window replacement occurring) requires occupants to be relocated until passing reinspection Reio,occtions Cleaning Verification procedure with option of Reinspection and Reifispection and dust wipes are mandatory iDust Wipes I C ;-zamentation Certified Firm responsible for maintaining variety of documents Lie.Inspector responsible for collecting invoices and issuing showing protocol followed,including notification,training,and reports and compliance documentation to the owner.Tax credit clean up.Owner responsible for transfer of all lead related of$1,500 per unit.Owner responsible for transfer of all lead documentation upon sale of property, related documentation upon sale of property. Renovation Repair and Painting Assessment Form(Exterior) • .�� t4e� IS -yV' rc,epj k_Q0_7 /w{ 06AO-i3 Page rOf Inspectorr(print) Lic# Date A ^�s Apt.# — City L` �YZiI+ I�y►�✓L ;,;ation: Porch Exterior A B C D Garage Outbuilding 9 SIDE SURFACE LEAD DANGEROUS COMMENTS SIDE SURFACE LEAD DANGEROUS COMMENTS LEAD LEVEL LEAD LEVEL Siding Vto e4cy.U,+; sise: Storm Door Y Comer Boards Y. Door Y Lower Trim Y Door Casing Y Upper Trim Y GIVI #10rw4— Door Jamb Y Foundation Y Threshold Y Storm Door Y Kickplate Y C. Door Y Storm Door Y Door Casing Y Door Y Door JambQ 7j Y Door Casing Y Threshold Y Door Jamb Y Kickplate Y Threshold Y Window Sill Y Kickplate Y Win Casing Y lWindow Sill Y Window Sash Y Win Casing Y Cellar Win Sill O YWindow Sash Y Cel Win Sash d. Y Window Sill Y Cel Win Frame Y Win Casing Y Screen Frame Y Window Sash Y vel post Y Window Sill Y ailing Cap Y Win Casing Y Handrail Y Window Sash Y Balusters Y Cellar Win Sill Y Treads Y Cel Win Sash Y Risers Y Cel Win Frame Y Stringer Y Screen Frame Y Floor Y Cellar Win Sill Y Bulkhead Cel Win Sash Y Fences Y Cel Win Frame Y Shutters Y Screen Frame Y Lattice Y Cellar Win Sill Y Y Cel Win Sash Y Y Cel Win Frame Y Y Screen Frame Y Y Drain Pipes Y Y Elec Conduit Y Y Oil Fill Pipe Y Y Overhang Trim Y Y Y Y Y -hP'";rk Area was Visually Clean on—I—/—for Visual Reinspection. Start Date of RRP Work_I_l_and End Date Jak,_ , Certified Lead Safe Renovator on Site: Cert# 3rief Description of the Renovation, Repair,or Painting Work that Took Place in the Work Area: Waterhouse Carpentry June 15, 2013 Licensed and Insured Daniel Waterhouse 3 Bear hill Road Merrimac,MA Kris and Kevin Arsenault 654 Salem St North Andover,MA Exterior Renovation estimate Chimney The chimney would be the first thing to be replaced. It will be taken down to the roof surface and rebuilt with a brick of customers choosing. The new lead flashing will be mortared into the bricks. The flu will also be replaced. i Demo All the siding and trim on the house will be stripped and disposed of neatly and properly. There are two layers of siding to strip, one is vinyl, and the other is painted wood. The paint on the wood is lead paint. In MA,to remove lead, one has to be licensed and trained. Special tools and methods are used to safely dispose of the lead. Due to the hazardous nature it is a costly procedure. A Lead abatement company will be hired to do this job. i , Roof All roof surfaces at residence will be stripped completely of its shingles and underlayment. 15 sq of roof total. After the roof is stripped, it will be inspected for any rot damage. If any rot, or other damage is found, additional costs may occur. Any loose sheathing will be re-nailed. The roof eves will receive 6ft of ice and water shield,to prevent ice damn backups. Any valleys will also receive ice and water shield. The rest of the roof will receive tar paper underlayment . All roof edges will get aluminum drip edge. The roof will receive 30 year architectural asphalt shingles. All cheek walls will be flashed properly. The ridges will be vented and capped. All vent pipes will receive new boots. There will be new lead flashing were the roof meats the chimney. with-n.- i i I Windows and Doors All the windows in the house will be replaced with Harvey vicon classic, new construction windows. The house has 13 windows in total. There are 8 single window units. There is also a double unit, a triple unit, 2 basement hoppers, and a picture window. All the old windows will be completely removed and put into a job site dumpster. Some windows will required to be reframed. This might result in minor drywall repairs. Each window opening will have a rubber pan. All the new windows will be flashed properly and insulated. The exterior casings are factory applied and have a built in j channel. All the windows will have to be trimmed on the interior. The trim will be paint grade to match the existing trim in the house. There is also one entry door and one 6'-0" sliding patio door. They are installed and trimmed same as the windows. There will be a storm door installed to the entry door. All doors and windows will be factory painted harvey bronze on the exterior only. i Siding After all of the siding is removed,we will then inspect the exterior of the home for any rot damage that may have occurred. If any rot or other damage is found, additional charges may occur. If any loose sheathing is found, it will be re-nailed. Before the siding is installed,the house will be wrapped with TYPAR house wrap. The house wrap helps as a water and air barrier, which is required by Massachusetts code. Also, a 3/4" foam board will be applied to the exterior,to help insulate the home better. The siding will be replaced with vinyl siding. All the trim will also be replaced. The fascia boards will be replaced with a pine sub- fascia board. White aluminum metal will be bent to cover the pine boards. The soffits will be white vented vinyl. Vinyl shutters will also be installed on the sides of each window. Gutters Seamless aluminum gutters will be installed on the front and back of the house. There will be 4 downspouts total. There are 3 gutter sections total. Front entry deck The front entry deck made out of concrete will be removed. A jack hammer will be required. A new wood entry deck will be built with the same dimensions. Footings and a stair pad will be poured using concrete. The frame will be built to code using pressure treated lumber. There will be flashing where the deck meets the house. The decking and trim will be pvc products. The railings will be made of composite and have a pvc paint. The columns will also be replaced and will be made of fiberglass. Side entry deck The side entry deck, made out of concrete,will also be removed with a jack hammer. This deck will not be replaced. The side entry door will be removed. The opening will be closed in to make a new window opening. Bedroom remodel The two bedrooms on the first floor will be joined together to make one. The closet walls will need to be removed. To do this there will need to be a beam engineered. The beam will be installed were the joists from the second floor meet. A new large closet will be framed in a new location. Some electrical will need to be done. Drywall will be patch where needed. A new closet door and bedroom door will be installed. All construction debris will be disposed of neatly and properly. If any major rot damage is found, it will be brought to the attention of the homeowner before proceeding. Rot repair will be based on time and materials needed. All permits and fees will be taken care of by the contractor. Estimated job length: 1 month Total job cost: Materials and labor: 50,000.00 Thank you for your time and consideration, Dan aterhouse-