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Building Permit #905-11 - 32 MARBLEHEAD STREET 6/28/2011
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT: Applicant must complete all items on this Daae LOCATION Y3 i 1-� % 04-D A10, PR (IPPR TV (1Ax77KTPP t A t -U MAP NO: 9- 0 g trot, 3-756 Print PARCEL: / ® 7 ZONING DISTRICT: P, 1r7 Historic District yes no Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ;K One family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial X Repair, replacement ❑ Assessory Bldg ❑ Others: j Demolition ❑ Other p Se tic ,(] Wells P ®{Flood lainj' 0 p Wetlands 0 tWatershedDistrict. �a _E1 Water/Sewer __ e . DESCRIPTION OF WORK TO Rr. RRRFnRn/rrr) Ae-niturn Ex,sr wc, fns4-ate Fie ,vEw AccanUlk 72) ,g-ly%!�/rb *-)t apt 101-W-�5. 141)b 1"541wIfsv/ ;r y rs (6/1_rlwaoT) . op w"F_ ,'Regi loX iv ewm> Fz-oDre j+ -Ab r�-r s ibs �IJ� 2 t D(' u coos (Identification Please Type or Print Clearly) OWNER: Name: m )fi�Y n. K03E k Phone: f > 7 9e? - 361 22 1/3 M I LL_ /?O,+b CONTRACTOR Name: Phone: (�G, 28 ,S -2,)_P Supervisor's Construction License _7�4/ % Exp. Date: Home Improvement License:�_ /,;2 79 7d!.,= Exp. Date: 4464 ARCHITECT/ENGINEER p/4N C -CI -6Y 5 Phone: 978 545-� Address: ,5'19 fi PORP-� S&D PLVD, L1Z1S�U �/�GI�1 Reg. No. 33 779 �1 i f o>95z FEE SCHEDULE: BULDING PERMIT., $92.00 PER $9000.00 OF THE TOTAL ESTIMATED COST BASED ON $925.00 PER S.F. 5af Total Project Cost: $ , �OXD FEE: $ ,31X1. Check No.: /L900 Receipt No.: ,�1-13-2,o NOTE: Persons contracting with unregistered„contractors do not have access to the guara; Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application /Workers Comp Affidavit d/ Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract C2/ Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products MOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) } ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Eng=ineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg .Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording -must be submitted with the building application Doc: Doc.Building Permit Revised 2008mi G➢ Plans SubmittedS Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans -1 TYPE OF SEWERAGE DISPOSAL 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 PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH COMMENTS Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments C-nnservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124. Main Street Fire Department signature/date COMMENTS Dimension Number of Stories: 2- Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section.21 A —F and G min.$100-$1000 fine NOTES and DATA — For department use ® Notified for pickup - Date Doc:.Building Permit Revised 2008mi Location /-/j No. Date TOWN OF NORTH ANDOVER AL Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 104FO 2 4 6'/-' 6 Building Inspector 6 z rA x U u� °o w a cn 0 U � �•'� of o u2 o w v U G ii o U o w G w O Z w W o w c� G w O w o w C iz, H W pG w m z cn N Q v) �1 0 i O co O V Z CD C. O h C co cm I 0 �E m m c O co L O� a� L cc o a CL CM Q co c .a o � civ v CD ca ts C CD C.3 ca O C C _cc cla�. is c o o :cam - o ` C N - g C-3 C.C. O y :Ea L y C coa $ c E = W ED,`:�3 h CIOm • • � C y • y C OO+ y m W M C CD y O 4cm m �� y.+ "'� •p c n C t m m u C�•�z 'o o .,.. CL. o CD c 1•� m . H ..O C Lm �C = m Y o N Z •Go Com,. •� oc 'E CL= CO L .- y Z O C-3 ® C3 mac -� H •� g . C �COD = A CL �1 0 i O co O V Z CD C. O h C co cm I 0 �E m m c O co L O� a� L cc o a CL CM Q co c .a o � civ v CD ca ts C CD C.3 ca O C C _cc cla�. is 11 08:38 From:HUMPHREY INSURANCE 9784622811 To:19786889542 P.1/1 �Ro CERTIFICATE OF LIABILITY INSURANCEF- DATE (MMIDD/YYYY) ✓ 06/28/2011. ,1111711-110 CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THECERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE f i FORDED BY THE POLICIES BELOW. THIS CERTIFICATE OP INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUW a INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. j IMPORTANT! If the Certificate holder is an ADDITIONAL INSURED, the policy(les) musIl be endorsed. If SUBRO( PTION IS WAIVED, subject to the terms and conditions of the policy, cortain policies may require an endortiement. A !statement on this eeRifioe!) does not confer rights to the certificate holder in lieu of such ondorsement(s). PRODUCER NAME; Byfield Insurance Agency, Inc. j K"N,,, rx,(.(9178) 462-0833 iA No); (DT©) abs 2ooa P.O. Box 400 Byfiola .. .. . _ .._...._..........._ MA._- 019 22- .NLUHEO M. W. G. CONSTRUCTION 38 Forrest St. PRODUCER..._..._._.-.._.__.... ..__.__...._ I.. .. cu>,ToMeR In .M� W. G._CONSTRUCTTOi' INSURER(, AFFORDING COVER! oE_ INSURER A :WESTERN WORLD INSURER IS .Harl�£ord Iris. Co. INSURER C AIM Mutual INSURER D .. ••.___. _. -.... INlIIRRR A NAIL' 17 Plaiotow NH 03965- INSURER P COVERAGES CERTIFICATE NUMBER: REVISION '41.11MBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED., TO THE INSURED NAME) /• auVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT .MTH RESPECT TO WNICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THC INSURANCE AFFORDED BY THE POLICIES DESCRIBED MEREIN 1� : SUBJECT TO ALL TIME TERMS, EXCI_IMIONS AND CONDITIONS OF $LIEN POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCCD DY PAID CLAIMS. INSR . �ADDL SUDR .. .............. ...._.._.,_..._._ --••• FOUCY eFF' POLICY --1,90. ...... .... ITR TYPE OF INSURANCE MSR NND POLICY NUMRFR (MNIDOIYYYY) (MMIODiYYYY) I.INITR A GENERAL LIABILITY D6 _22/26.1 06 22 2011 �7nn12.3�610 / / EACH OCCUf I=Nci, $ 500,000 X � COMMERCIAL GENERAL UAOILiTY IPT�p1.2:�aAI.O-1 6/22/2011 GY22/2012 UAMAGREMIjo FN1Fn P"C� (C : S 3.00 OOO CERTIFICATE HOLDER l ) - (978) 688-9542 Building Inspector TOWN OF NORTH ANDOVER TOWN HALL 115-117 Pleasant St. NORTH ANDOVER MA 01845- ACORD 25 (2009/09) INS025 (2oosoe) SHOULD ANY OF THE ABOVE DESCRIBED F XICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NO, 'ICE WILL BE DELIVERED IN ACCOROANC6 WITH THE POLICY PROVISIC )S. THORIZED lU'91<I�L•NTATWE Q, 7988-2009 ACORD CORE ights reserved. The ACORD name and logo are registered marks of ACORD / / / / �.�o4alronce) / CLAIMS-MADC X I OCCUR _M_r11 EXP (Ar one person) i $ 5,000 [.PERSONALJI 1,DV INJI IRY I R 500,000 lifNFM(AI A(:�H<•(�AT1= $ 1000, 000 GEN'L AGGREGATE LIMIT' APPLIEY PER / / / / FkOOUC 13 - ;'OMYIUP ACC, & 3.',000,000 YNU- X POUC'Y I LOC / / / % / / : I'D COMBINED e,,4GLr LIMIT $ AUIUMO(MLI UAVIUTY / / ANY AVYO _... _ I ,,.. .._..._......... BODILY INJU' Y (Per parzon) 3 ALL OWNED AUTOS / / Rnnn Y IN,IL Q Y (Por [*cident) $ PROPERTY ( IMAGE HIKEU AU 108 / / / / (Per accident) ' $ NON -OWNED AUTOS $ UMBRELLA UAD 7OCCUR / / / / IFEACHOCCUI PENCE I S BXCBeII UAB L.. (;I AIM$ -MADE / / / / I AUGRt!GA1I'I` - $ 1 nFnl Ir;TIRI F ....... $ fiHF(TI rFT1H O r 09/06/2010 09/06/2011 .... ... t WC STI U- I OTI4- X $ ,.. I b w( 1!""$r,IJMvL1Nrr il(IN AND EMPLOYERS' LIABILITY YIN AW vHgVHIL''IOHIVAH'rNGR/L-1lCCUTIVC I�1 NIA AWC7013401012010 ! i)M/..1.2/2010 08/12/2011 TORY LI ZITS 1 tH . E 1 FnfH A,; ;tDENT 1$ ,- 1 00,000 OFFICERIMEMaER EACLUDE07 U / / / / C (Mandatory In NN) 11 I rnN1-A86' EA EMPLOYEE 1' $ 000 U:L00., describe under / / / / —'---" " DESCRIPTION OF OPERATIONS below E L DIREASF ` POI 10Y I IMIT . $ 500,000 DCtiCNIY'IIUN VY UYCKA'IIVN'J I LUGAIIVNO I VGMCLE3 (RMch ACORO 101• AddldnnAl RAmArlrs RRhAAnIA, N mora sw* a rAquimd) CERTIFICATE HOLDER l ) - (978) 688-9542 Building Inspector TOWN OF NORTH ANDOVER TOWN HALL 115-117 Pleasant St. NORTH ANDOVER MA 01845- ACORD 25 (2009/09) INS025 (2oosoe) SHOULD ANY OF THE ABOVE DESCRIBED F XICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NO, 'ICE WILL BE DELIVERED IN ACCOROANC6 WITH THE POLICY PROVISIC )S. THORIZED lU'91<I�L•NTATWE Q, 7988-2009 ACORD CORE ights reserved. The ACORD name and logo are registered marks of ACORD J a p d 5 d a v c > w 04 U t, 1'=, z B w F nr!LLI U')j A to OD Ui 0 =w W U) Z TZ U C J W o W � � � N � W � O 0D LL — � co m a � 1 l =,1 (Aehna5 5"dural �nqineerinq LLC Phone 978.465.6436 Daniel L. Gelinas, P.E. Fax 978.465.5160 579A North End Blvd. Salisbury, MA 01952-1738 email danlgelinas@comcast.net May 23, 2011 M. D. Kober 43Mill Road North Andover MA 01945 Subject: House Structural Observations and Recommendations Dear Ms. Kober: Per your request Gelinas Structural Engineering LLC (GSE) met with you at your residence. The purpose of this meeting was to perform a walk thru, provide structural observations and comments. This structural report is limited to the framing visible, although upon GSE's 2nd visit we did open up a wall in the attic rear wall area to observe the framing at a post & beam connection point. This report is not a Home Inspection report and is not an Insect Investigation. Recently a Home Inspection was performed by Seacoast Inspections LLC. This Home Inspection highlighted a few areas of concern that are addressed under the "Discussion" section below. The following are the results of our observations and recommendations: Executive Summary: 1) Provided the attached recommendations enclosed in drawings SG -1 series thru SG -4 series are implemented, this residential structure: a. seems to be of the type of construction expected for the era in which it was built b. substantially meets the structural intent of the IRC 2009 [International Residential Code 2009] with the Massachusetts State Residential Code 8`h Edition Amendments c. addresses the structural concerns of the Home Inspection report by Seacoast Inspections LLC Discussion: 1) The structure is a 41' x 31' (100 year old plus) post and beam 2'/2 story wood frame structure with rear 1980's 2 car garage and bedroom above [24 foot square area]. Frames / Bents / Gun Stock Posts are 8 feet on center in a Salt Box Elevation Style (Continued) May 23, 2011 M. D. Kober 43 Mill Road, North Andover, MA Page 2 2) Main 40' x 31' post & beam structure appears to have been moved in 1980's and: a. placed on a new concrete foundation b. with new rear garage and room above 24 foot square plan area c. and new first floor rear framing area approximately 12 feet by 40 feet under the kitchen area d. [reference drawings SG -1.1, SG -1.2] 3) Foundation appears to be in reasonable shape, some cracking observed but appears to be normal and foundation appears to be functioning as intended, that is: a. Transferring the load vertically from above to soil below b. Resisting the lateral loads of wind and soil pressure to the soil below 4) First Floor Framing appears to be consistent with the era in which it was built. a. Some perimeter sills are not supporting the joists and require repair b. A few areas have suggested modifications per drawings series SG -4.1 & SG -4.2 5) Second Floor Framing: a. Garage area 1980's, no comments, and no significant signs of plaster cracking. Window binding, frame appears to be functioning satisfactorily b. Main post & beam area, Floor Framing appears to be consistent with the era in which it was built 6) Attic Framing/Roof Framing: a. Post and beam style with Salt Box Elevation b. Purlins 48" o.c., sagged significantly in areas, yet the plaster is not significantly cracked, thus: i. Was plaster placed after the sag was in place? ii. ... and it appears these purlins are functioning satisfactorily surprisingly c. Frames cut and modified at C bearing Line, reference drawing SG -1.1 i. It appears the frames where cut, modified, re -constructed and the alignment was off. A poor attempt to address this situation resulted in large infill Blocks/Shims, dimensions vary at different Bent/Frame lines ii. Yet for all these years [since 1980's], although these joints are straining they have functioned adequately 7) All Levels/All Floors, those doors and windows randomly checked appear to be functioning properly, not binding, etc. Plastered walls and ceiling are not significantly cracked. Tiled bath room floors and grout appear in reasonable condition. 8) Regardless of the above, the owner has prudently decided to: a. replace the roof framing [reference drawings SG -2.1, SG -2.2] b. remove all plaster load and snow load from the compromised/cut frame connections at the C bearing line. Thus these joint connection are either completely removed or are "Cosmetic/Decorative", reference drawing SG -3 c. make improvements in the first floor framing, reference drawings SG -4.1, SG -4.2, repair some sills, etc 9) Conclusion, see "Executive Summary" aove. 3 Please call with any questions, cell 978._ 'T, Very ly s, f-,� DANIEL L. GELINAS STRUCTURAL Daniel . G in s, E No.33994 D Letter 11057 5-23-1 Ldoc „ _ Bote Cascade Single 2 X 10 SPF #2 BC CALC® 3.0 Design Report - US 1 span I No cantilevers 15/12 slope Build 440 24 OCS I Repetitive Rafterlrafters 24 inch on center C BC 11057 .BCC rafters 24 inch on center Monday, May 23, 2011 i Dan L Gelinas, PE Gelinas Strcutural Engineering LLC, 579A North End E Salisbury, MA 01952; Phone 978.465.6436 B0, 2-1/2" B DL 130 lbs 1, 2-1/2" SL 468 lbs DL 130 lbs SL 468 lbs Total Horizontal Product Length = 12-00-00 Load Summary Live Dead Snow Wind Roof Live OCS (in.) Tag Description Load Type Ref. Start End 100% 80% 115% 133% 126% 1 Standard Load Unf. Area (psfl L 00-00-00 12-00-00 11 39 24 Controls Summary File Name: Job Name: Mary Koeber Description: Address: 43 Mill Road Specifier: City, State, Zip: North Andover, MA Designer: Customer: Company: Code reports: NLGA Misc: Rafterlrafters 24 inch on center C BC 11057 .BCC rafters 24 inch on center Monday, May 23, 2011 i Dan L Gelinas, PE Gelinas Strcutural Engineering LLC, 579A North End E Salisbury, MA 01952; Phone 978.465.6436 B0, 2-1/2" B DL 130 lbs 1, 2-1/2" SL 468 lbs DL 130 lbs SL 468 lbs Total Horizontal Product Length = 12-00-00 Load Summary Live Dead Snow Wind Roof Live OCS (in.) Tag Description Load Type Ref. Start End 100% 80% 115% 133% 126% 1 Standard Load Unf. Area (psfl L 00-00-00 12-00-00 11 39 24 Controls Summary Value % Allowable Duration Case Span Pos. Moment 1,708 ft -lbs 75.3% 115% 3 1 - Internal End Shear 494 lbs 34.4% 115% 3 1 - Left Total Load Defl. U426 (0.357") 42.2% 3 1 Live Load Defl. U545 (0.279") 44,0% 3 1 Max Defl. 0.357" 35.7% 3 1 Span / Depth 15.2 n/a 1 Bearing Supports Dim. (L x W) Value Support Memilber Material BO Wall/Plate 2-1/2" x 1-1/2" 598 lbs n/a 37.5% Unspecified B1 Wall/Plate 2-1/2" x 1-1/2" 598 lbs n/a 37.5% Unspecified Slope and Cut Length Slope Facla Depth Horiz Length Product Length Plumb Cut with Hanger to dbl. top plate 5/12 10" 12-00-00 13-03-14 Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 1. Disclosure Completeness and accuracy of input must be verified by anyone who would rely on 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 building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMERS, AJSTM ALLJOISTO , BC RIM BOARDTM, BCI®, BOISE GLULAM- SIMPLE FRAMING SYSTEM®, VERSA -LAMS, VERSA -RIM PLUS®, VERSA -RIMS, VERSA -STRANDS, VERSA -STUDS are trademarks of Boise Cascade, L.L.C. T ) Bore Cascade BC CALC® 3.0 Design Report - US Build 440 Triple 2 x 8 SPF #2 1 span I No cantilevers 0/12 slope Floor Beamlheader short Monday, May 23, 2011 Job Name: Mary Koeber File Name: C BC 11057 .BCC Address: 43 Mill Road Description: header short City, State, Zip: North Andover, MA Specifier: Customer: Designer: Dan L Gelinas, PE Code reports: NLGA Company: Gelinas Strcutural Engineering LLC, 579A North End Misc: Salisbury, MA 01952; Phone 978.465.6436 SL 936 lbs DL 318 lbs SL 936 lbs Total Horizontal Product Length = 08-00-00 Load Summary Live Dead Snow Wind Roof Live Trib. (in.) Tag Descri tion Load Tvne Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 08-00-00 12 39 06-00-00 Controls Summary Pos.Moment value 2,229 ft lbs % Allowable 56.2% Duration case Span Disclosure End Shear 973 lbs 28.8% 115% 115% 3 3 1 - Internal Completeness and accuracy of input must Total Load Defl. LR94 (0.114") 30.2% 1 -Left be verified by anyone who would rely on Live Load Defl. L/1,063 (0.085") 33.9% 3 1 output as evidence of suitability for Max Defl. 0.114 �� 11.4% 3 3 1 1 particular application. Output here based on building code -accepted design Span / Depth 12.5 n/a 1 properties and analysis methods. Installation of BOISE engineered wood Bearing Supports Dim. (L x W) Value %Allow %Allow Products must be in accordance with current Installation Guide and applicable BO Post 3 1/2" x 4 1/2" 1,254 lbs support n18.7 Material building codes. To obtain Installation Guide B1 Post 3-1/2" x 4-1/2" 1,254 lbs n/a n/a or 0 18.7% Unspecified Unspecified or ask questions, please call (800)232-0788 before installation. Notes BC CALC®, BC FRAMERS, AJSTM, ALLJODesign meets Code minimum (L/240) Total load deflection criteria. BOISE GLUSTS, M RIM SIMPLE FRBOARDTBCIG , BOISE GLULAMT"" SIMPLE FRAMING Design meets Code minimum (L/360) Live load deflection criteria. SYSTEM®, VERSA -LAM®, VERSA -RIM Design meets arbitrary (V) Maximum load deflection criteria. PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA-STUD®are trademarks of Boise Cascade, L.L.C. Page 1 of 1 ® Boise Cascade Triple 1-3/4-'x 11-7/8" VERSA -LAM® 2.0 3100 SP Floor Beamlheader long BC CALC® 3.0 Design Report- US 1 span No cantilevers 0/12 sloe i Build 440 p Monday, May 23, 2011.. i File Name: C BC 11057 .BCC Job Name: Mary Koeber Description: header long Address: 43 Mill Road Specifier: City, State, Zip: North Andover, MA Designer: Dan L Gelinas, PE Customer: Company: Gelinas Strcdtural Engineering LLC, 579A North End E Code reports: ESR -1040 Misc: Salisbury, MA 01952; Phone 978.465.6436 I SL 3,841 lbs DL 1,434 lbs SL 3,841 lbs Total Horizontal Product Length = 16-00-00 Load Summary value Live Dead Snow Wind Roof Live Trib. (in.) Tag Descri tion 1 Standard Load Load T pe Unf. Area (psfl Ref. Stan'. End 100% 90% L 00-00-00 115% 133% 125% 2 Reaction valley long 14 Cone. Pt. (lbs) 16-00-00 12 L 08-00-00 08-00-00 39 06-00-00 Total Load Defl. 4,860 lbs L/237 (0.78511) 1,435 3,938 n/a Controls Summary value %Allowable Duration Case Span Pos. Moment End Shear 30,633 ft -lbs 83.5% 115% 3 1 - Internal Total Load Defl. 4,860 lbs L/237 (0.78511) 35.7% 101.1% 115% 3 1 - Left Live Load Defl. L/326 (0.573") 110.6% 3 3 1 1 Max Defl. 0.785" 78.5% 3 1 Span / Depth 15,7 n/a 1 Bearing Supports Dim. (L x W) value %Allow Sup %Allow Member Material BO Post B1 Post 3- 1/2" x 5-1/4" 3-1/2" x 5-1/4" 5,275 lbs n/a 38.3% Unspecified 5,275 lbs n/a 38.3% Unspecified Member is insufficient to carry loads for Code minimum load deflection at limit of U240. Member is insufficient to carry loads for Code minimum Live load deflection at limit of U360. Notes Design meets arbitrary (1") Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong -Tie, Inc. User Notes ok at this small deflection overage, loadsa re conservative Page 1 of 2 Disclosure Completeness and accuracy of Input must be verified by anyone who would rely on 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 building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOISTS , BC RIM BOARDTM+, BCI®, BOISE GLULAM- SIMPLE FRAMING SYSTEM®, VERSA -LAMS, VERSA -RIM PLUS®, VERSA -RIMS, VERSA -STRANDS, VERSA -STUDS are trademarks of Boise Cascade, L.L.C. dT)aolaecascade Triple 1-3/4"x 11-7/8" VERSA -LAM® 2.0 3100 SP Floor Beamlheader long BICC CALC® 3.0 Design Report - US 1 span I No cantilevers 0/12 slope Monday, Build 440 y, May 23, 2011 Job Name: Mary Koeber File Name: C BC 11057 .BCC Description: header long Address: 43 Mill Road Specifier: City, State, Zip: North Andover, MA Customer: Designer: Dan L Gelinas, PE Code reports: ESR -1040 Company: Gelinas Strcutural Engineering LLC, 579A North End E Misc: Salisbury, MA 01952; Phone 978.465.6436 Connection Diagram Disclosure b a Completeness and accuracy of input must a be verified by anyone who would rely on •, • ' 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 e current Installation Guide and applicable building codes. To obtain Installation Guide a minimum = 1-1/2% = 8-7/8" or ask questions, please call b minimum = 4" d = 24" (800)232-0788 before installation. minimum _` 1" Connection design assumes point load is 'top -loaded'. For'con. faction design of 'side -loaded' point loads, please consult a technical representative or professional of Record. Install screws from both sides, staggering screws by % of the..spacing to avoid splitting. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 BC CALC®, BC FRAMER®, AJSTM ALLJOISTO , BC RIM BOARDTMB610, BOISE GLULAM-, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade, L.L.C. B°Isecascede Double 1-3/4"x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamWalley short Bui CALC® 3.0 Design Report - .0 Build 440 S 1 span No cantilevers 10/12 slope Monday, May 23, 2011 i File Name: C BC 11057 .BCC Job Name: Mary Koeber Description: valley short Address: 43 Mill Road Specifier: City, State, Zip: North Andover, MA Designer: Dan L Gelinas, PE i Customer: Company: Gelinas Strcutural Engineering LLC, 579A North End f Code reports: ESR-1040 Misc: Salisbury, MA 01952; Phone 978.465.6436 ! i i UL 49L IMP B1, 3-1/2" SL 1,182 lbs DL 813 lbs SL 2,418 lbs Total Horizontal Product Length = 15-00-00 Load Summary Live Dead Snow Wind Roof Live Trib. (in.) Tag Descrl tion Load T "–a Ref. Start End 100% 90% 115% 133% 125% 1 Trapezoidal (plf) L 00-00-00 0 0 15-00-00 144 480 n/a n/a Controls Summary Pos. Moment Value % Allowable Duration Case Span End Shear 8,755 ft -lbs -2,451 lbs 35.8% 27.0% 115% 115% 3 1 - Internal Total Load Defl. U523 (0.334") 45.9% 3 3 1 - Right Live Load Defl. U705 (0.248") 51.1% 3 1 1 Max Defl. 0.334" 33.4% 3 1 Span / Depth 14.7 n/a 1 Bearin SU 9 pports Dim. (L x W) Value %Allow Support %Allow Member Material BO Post B1 Post 3-1/2" x 3-1/2" 3-1/2;'x.3-1/2" 1,624 lbs 3,231 lbs n/a 17.7% Unspecified n/a 35.2% Unspecified Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (111) Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong -Tie, Inc. ram a minimum = 1-1/2% = 8-7/8" b minimum = 4" d = 24" e minimum = 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on 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 building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOIST®, BC RIM BOARDTM, BCI® , BOISE GLULAM-, SIMPLE FRAMING SYSTEMS, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade, L.L.C. ,® Boise Cascaden n Quadruple 1-3/4 x 11-7/8 VERSA-LAM®2.0 3100 SP Floor Beamlvalley long! BC CALC® 3.0 Design Report - US 1 span No cantilevers 10/12 slope Monday, May 23,'20111 Build 440 i File Name: CBC 11057 .BCC Job Name: Mary Koeber Description: valley long Address: 43 Mill Road Specifier: City, State, Zip: North Andover, MA Designer: Dan L Gelinas, PE Customer: Company: Gelinas Strcutural Engineering LLC, 579A North End E Code reports: ESR -1040 Misc: Salisbury, MA 01952; Phone 978.465.6436 I i DL 869 lbs B1, 3-1/2" SL 1,942 lbs DL 1,468 lbs SL 3,938 lbs Total Horizontal Product Length = 24-06-00 Load Summary Live Dead Snow Wind Roof Live Trlb. (in.) Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Trapezoidal (plf) L 00-00-00 0 0 24-06-00 144 480 n/a n/a Controls Summary Value % Allowable Duration Case Span Pos. Moment End Shear 24,770 ft -lbs 50.6% 115% 3 1 - Internal Total Load Defl. -4,598 lbs L/223 (1.292") 25.3% 107.5% 115% 3 1 - Right Live Load Defl. L/312 (0.925") 115.4% 3 3 1 1 Max Defl. 1.292" 129.2% 3 1 Span / Depth 24.3 n/a% 1 Bearing Supports Dim. (L x W) Value Allow Support % Allow Member Material BO Post B1 Post 3-1/2" x 7" 3-1/2" 7" 2,811 lbs n/a 15.3% Unspecified x 5,406 lbs n/a 29.4% Unspecified Member is Member is Member is Con 2'(.� ) � PA 11 6%6 to carry loads for Code minimum load deflection at limit of U240. to carry loads for Code minimum Live load deflection at limit of U360. to carry loads for Maximum load deflection at limit of 1". minimum = 1-1/2"c = 8-7/8" minimum = 4" d = 24" e minimum = 1" Beams 7 inches wide will be assumed to be either top -loaded only, or equally loaded from each side. Install screws from both sides, staggering screws by'/ of the spacing to avoid splitting. Member has no side loads. Connectors are: SDS 1/4 x 6 Page 1 of 1 V5 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on 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 building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS'"' ALLJOISTO , BC RIM BOARD- BCI® , BOISE GLULAM-, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade, L.L.C. i Boise Cascade Triple 1-3/4"x 14" VERSA -LAM® 2.0 3100 SP Floor Beamlval ley long 141 BC CALC® 3.0 Design Report - US 1 span No cantilevers 1 0/12 slope Monday, May 23, 2011 s Build 440 File Name: C BC 11057 .BCC Job Name: Mary Koeber Description: valley long 14 Address: 43 Mill Road Specifier: City, State, Zip: North Andover, MA Designer: Dan L Gelinas, PE Customer: Company: Gelinas Strcutural Engineering LLC, 579A North End E Code reports: ESR -1040 Misc: Salisbury, MA 01952; Phone 978.465.6436 I i B0, 3-1/2" DL 836 lbs SL 1,942 lbs Total Horizontal Product Length = 24-06-00 B1, 3-1/2" DL 1,435 lbs SL 3,938 lbs Load Summary' Live Dead Snow Wind Roof Live Trib. (in.) Tag Descrl tion Load T as Ref. Start End 100% 90% 1 115% 133% 125% Trapezoidal (plf) L 00-00-00 0 0 24-06-00 144 480 n/a n/a Controls Summary Pos. Moment Value %Allowable Duration Case Span End Shear 24,579 ft -lbs -4,460 lbs 49.1% 115% 27.8% 3 1 - Internal Total Load Defl. U277 (1.043") 115% 86.8% 3 1 - Right Live Load Defl. U383 (0.753") 93.9% 3 3 1 Max Defl. 1.043" 1 n4.3°i° 1 Span / Depth 20.6 Bearing St. BO Post B1 Post n/a % Allow % Allow Value Sunnort Mamhar 3-1/2" x 5-1/4" 3-1/2" x 5-1/4" 2,778 lbs n/a 20.2% Unspecified 5,373 lbs n/a 39.0% Unspecified Cautions Member is insufficient to carry loads for Maximum load deflectionatlimit of 1" Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. DU L->'�'lai5:5 Fastener Manufacturer: Simpson Strong -Tie, Inc. a minimum = 1-1/2"c = 11" b minimum = 4" d = 24" e minimum = 1" Install screws from both sides, staggering screws by'/ of the spacing to avoid splitting. Member has no side loads. Connectors are: SDS 1/4 x 3-1/2 Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on 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 building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOIST®, BC RIM BOARDTM, BCI®, BOISE GLULAMT'^ SIMPLE FRAMING SYSTEMS, VERSA -1 -Aft, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRANDS, VERSA -STUD® are trademarks of Boise Cascade, L.L.C. e J STREET 40'-0' 8'-0• +/- 8•-0' +/- 8'-0' +/- 8'-0' +/- 8'-0' +/- POST & BEAM B ARING LINE D U 12 -- RIDGE Z �► 1 J o v n rrPO\&BEAMi X z �a 0 O TI p D Z F- N D z Z o D r x D n)D Z 0 l' m rn o 'V + W 01 179 I s ad c ir SITE: o •5 ��y Ch� h � f•w T ds W� z om GEUNAS SfRIJOURAL ENGINEERING LLC o �_ N KOBER RESIDENCE ' Daniel L. Gelinas, P.E. 1 „ Ln 43 MILL ROAD 579A North End Blvd. J NORTH ANDOVER, MA 01845 Salisbury, MA 01952-1738 C Phone 978.465.6436 (Fax 5160) C �- i, � � `o `o O O POST & BEAM BARING LINE PO ARING LINE r _._...,.r...Y..,....._�.,T.,_+ ._'-'.-.._,-.._, !T.y i J I } T--! p i Li 7' I cn ! e � ca n r z i G '� I ,• m Z � K �� s t 46LINAS STRUCTURAL ENGINEERING UC o N Daniel L. Gelinas, P.E. o 579A North End Blvd. Nor Salisbury, /��t "ice i�/'� ��i � Salisbury, MA 01952-1738 � Phone 978.465.6436 (Fax 5160) t . M i T 4� - !b if E <zNV 7r � 1 Jill N nL tA N �A� c� V\ - V\ as coy�,o L _ � CR17> 'I- C4 ^'C7rZ V G rm cpE1Zm �c� a� F �a W m GEUNAS STRUCTURAL ENGINEERING UC z o L� Daniel L. Gelinas, P.E. --�-- o (`�� 579A North End Blvd. Salisbury, MA 01952-1738 p NO. U eyt OA Phone 978.465.6436 (Fax 5160) Contractor's Invoice for Work to be Performed At: Mary D. Kober 43 Mill Road North Andover, MA 01845 MWG Construction 38 Forest Street Plaistow, NH Description of Work: (Roofing) Remove and replace existing shingles, re -flash chimneys Install flashing, bituminous membrane, drip -edge and felt paper Price: $5,100 Labor only (includes $150 per day rental fee for LULL and moving fee for same) — Owner shall provide all necessary materials Description of Work: (Carpentry) Remove existing post and beam main roof Construct new stick framed 2x10 rafter system @ 16" O.C. and new 5/8 plywood roof deck Install knee walls and re -frame- main valley of rear cross -gable as necessary e Price: $12,800, for a 4 -man crew for 8 days — 3 carpenters and a laborer directed by Keith Maloney, 4 West Pine Street, Plaistow, NH Additional $1600 per day cost for unseen conditions that may extend the estimated 8 day construction schedule (4 men working 8 hr days). Owner shall supply all utilities, dumpsters, and framing materials. At her discretion owner shall have carpenters perform additional work at same rate: $1600 per day. This work is install 2 new bedroom closets, re -frame cellar stairs and re -frame front entry floor and rear cat -walk area. Total combined labor price for above work is $17,900 to be paid in 3 installments. Estimated Start Date is 7/5/2011 Estimated Completion Date is 7/19/2011 The above work will be performed in accordance with the drawings and specifications provided and will be completed in a substantial workmanlike manner for the agreed sum of $17,900, plus $1600 per day for extra work described above. /VV Michael Gosselin !�Lober "P� Office of Consumer Affairs & B siness Regulation HOME IMPROVEMENT CONTRACTOR Registration: .-127972 Type: Expiration: 2/8/20,13 Individual MI A E L W. G0S'S ELIN MICHAEL GOSSELI N.I.-,;f,. 38 FORREST ST. PLAISTOW, NH 03865 Undersecretary Massachusetts - Department of Public Safetc Board of Building- Regulations and Standards Construction Supervisor License License: CS 72971 Restricted to: 00 1 f MICHAEL W GOSSELIN 38 FORREST ST PLAISTOW, NH 03865 - ('ununisiuncr Expiration: 11/4/2011 Tr#: 11266 The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston, MA 02I11 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: �g !FtZ(��- City/State/Zip:�at,��, /`11/� Phone #:( Are you an employer? Check the appropriate box: ' 1. ❑ I am a employer with 4. ❑ I am a general contractor and I employees (full and/or part-time).' have hired the sub -contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. I ship and have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 3. ❑ I am a homeowner doing all work right of exemption per MGL myself. [No workers' comp. c. 152, § 1(4), and we have no insurance required.] i employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. remodeling 8. LJ%Demolition 9. ❑ Building addition 10. F1 Electrical repairs or additions 11. E] Plumbing repairs or additions 12.&Roof repairs 13.❑ Other *Any applicant that checks box 41 must also fill out the section below showing their workers' compensation policy information. 7 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. lain an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:_ A Policy # or Self -ins. Lic. #:�1-' ��' F /� Expiration Date:z Job Site Address:!!2�� �°%i l I UP—CL City/State/Zip: A -b AA]c f ='/c 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 certify under the pains and penalties ofperjury that the information provided above is true and correct. Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other ILContact Person: Phone .M.assacAroyement' Sample Cojj`act This dorm satisfies all basic •requirements of the state's Home 3mprovement'Contrnctor Law (MGL chapter 142A), but does not i langdage to protect homeowners. Seek legal advice Ifnecessar . An nclude standard Massachusetts consumer guide to home imprpvement" before agr eing tq a y wok on your r Ilosid nce�Y u mayvemcuts sobtain hould first ropy by calling the Office of Consumer AfF.,— and Business Regulatinn's ConannterinfarinntlOII Hotlino at till-973-$757 or 1-may obtain a , copy in t Aotneowtier Information (ontraetoT Information ame . onmp". any ame Sueul; tdaress (do not use a post Office Box address _�'�S� Contractor! Salespertign/ OwnerName ' `� 3 M ILL D>�D • City11'own Stara Zi Code Zip usiness Address (must include a street address) DayaoPhonea EveaiagPhone i� / 5� 9 6 / 36 1.2- ,Q Stownate Zip Code ' Mailing Address (lt different front above) �� ���'/ r "" ��• („1 �'� 1 �� ) Business Phone ederal Employ or 5,5, Number 57q� ' Ra / �b i I i 6 aJ pmvxm�w,t contractors hav a name �vlauml cownclar Reg. Nmmber axpmLion date The Contractor agrees to do tlre'fallowlug work for the $omen ner: alldm unaon�l� t■ t _ err e m s w r o w S Thi t P S• mp e e . !� a e, ran , e u m n s o e e lv&_EJ) Rosa C IMA 111 t �� rutwE F�CI S7 �6 Po 0o ems �'jlafC_ ACC-V")lV6 7M F1U61weAJCeALiSu• Pz.i41VS ST t9•!Ufl /�f�lYl R06 F'f� j'!�!£ NCC) s•`k1 w61.>: s o A E - FI? 6"'4F !a Y ! •1. ENS E 'A £ - Rol-" •lN/ ttc -4•- w #V1t FSC d4 n 30 �/9 . i k o • -37148, � M 14Sa'N i2+� � �' Pi�Df2 ']~ 13 t%99-�t.a, CC �Lt,1•I lJg,�. F Xi5•T'i �6 k 1 •TcH`✓N c/�+3iN�-rte,, Regtiir Arermits - The followinOuildingpermits are required rroltosed Start and Completion' Schedule -The following schedule will and 'ill be secured by the ontractor as the homeowner's agent, 2bodine ed to unless circumstances beya'bd the contractoYs control arise (0 ners who secure their own permits will beexelFtded from•the Guarant3T Fund provisions of atewhencontractar will begin contracted work, MGL chapter 142A.) ' ! A © Date when contracted work will be substantially.completed. Total ContractPrice 'and Payment Schedule The Contractor agrees• to pel-i'orm the work,, ftimish the material and labor specified above for the total sum df yrrlents will be trade abcordjng to the following schedule: (*) Upon signing'contract (riotto exceed 1!I oftbe'tatal contnactprice ^r the cost of'special order items, whichever is eater) %J onnf ,% by �+lJll �i orupon completi!� 1�a1 %��Pf4 ! by -L/_'S2 �! 'or upon completion of Rate= IZ Ei� 1 �----L.:—upon completion of the contract (Law forbids demanding full payment until contract is completed to both party's satisfaction) The following uraterial/equipment must be special $�� � /h A-� /� S� ordered before the canhacted wad begins in order S to be pat for t to meet the completion schedule.(**) to be paid for / NOTES: (+) Including all finance charges (**) Law requires that any deposit or down- a . ent required by the contractor before work- begins may mat exceed the greater of (a) one-third of the total contract price or' p ' which must be special ofdereMn advance to meet the completion scbeciuleactual cast of any special equipment or custom made material xpre'ss Warrnun .tsan eznresswarrnptrheia nrovldedh� Subehntractors q he contractor a the contrar+�;r j Ni y� all tery responsible for co'ms of the warrnm must be attached o the cora net party%subconnnctor utilized by the ontractor. sThc contractor further gTeep to be olely'resjihrislbje f.cr jjtalless of the actions ofany third aterials and lahnr, ��tPa yments to all subcontractors for his a •e_. Contkaet Acceptance -Upon signing, this documentbecomes a liinding cantractunder law. Unless otherwise noted within this document, the contract shall rat imply that any lien or other sectuily jnteresthas been placed on the res{tierce, Review the following cautions and notices carefully before signing• this contrack • • Don't be pressured into signing the conlrnct Take time to read and fully understand it. Ask questions if some • ' 161:121;11!, ure the contrac*or has a valid Home rn, roveme to Co ng is subcontractors &, be registered with the Director of Home Impmvemeut Contractor Registration ^you may inquiremtabout] nt contractors bon. The law requires most home improvement contractors and registration by,writing to the Director at One Ashburton Place, Rnom 1301, Boston, lYtgi tra 08 or b Calan 1800-223-0933. • Does the contractor have insurance?or Y g 727-3200 or . Check tp sec thatyow contractor is properly insured. Know your rights and responsibilities. $call t(te Itnpottent Inforitlalion on the regersc side of this form and get a copy of the Guide to the Home Improvement Contractor Law. Consumer You may cancel this agreement if it has been si conductor in writing at his/her main office or branch o$ice by ardinaty mail Posteb lane at a plitoe ofKer• than the can no ffirmal place of business, provided you notify the third business day following,the signing of this agreemenk See the attached notice of cancellation form for de explanation o DO NOT Sl (YN THjS CONTRACT fit; ,P � � ., telegram sent orby delivery, not later than midnight of the Two idcnticat copies of the eontractmust he camptetcd and si fills right anti, onecopy a to arAP-E ANY BLANK SPAt-ES!! ! a rr,eownc Thcothcrcapa shouldbckc0bya,econtractor. Romeo wn 's S' nature p Con tr ctor's Signature -7 Date �J Contruetor Arbitration The Home Improvement Contractor Law provides homeowners with. -' the right to initiate an arbitration action l alternative to -court actionyif they have a dispute with it contractor. The same right is not automatically afforde to a' contractor, however. The contractor would have to resolve any dispute helslie has with a lioineowner in court unless both parties agree to the optional clause provided below. This clause would give the contractor the same right to arbitration as'is afforded to the h6meow6r by the Home Improvement Contractor Law. The contractor and the homeowner hereby mutually agree iii• advance that in'the'event the contractor has a dispute concerning this- contract, the contracior may submit the dispute to a private arbitration firm which has been apprpved.by the Secretary. 6f the -Executive. Office.bf Consumer Affairs and business Regulation and the consumer shall. be r6quired to submit to such arbitration -at provided In Massachusetts General Laws, chapter 142A, Flomeownefs Signature Contractor's Signature NOTICE: The signatures of the parties above apply only to the agreement of the parties. to alternative dispute resolution initiated by the contractor. The homeown&r may initiate alternative diVtrte resolution even where this section iq not separately signed by the parties. Homeowner's Rights ; -A homeowner's rights under the Home Improvement Contractor Law (MdL chapter 142A) and other consumer protection laws (i.e.1V1GL chapter 93A).may not be waived in any way, .even by agreement. However, homeowners may, be excluded from certain rights if the contractor they choose is no.t properly registered $s prescribed by Iaw, 'Homeowners who secure their own building permits aro automatically excluded from all GuarantyPond provisions of the Home Improvement Contractor Law. The contractor is responsible for completing the work as described, in a timely and workmanlilce manner. Homeowners may entitled'to other specific legal nights if the contractor guarantees or provides an express warraniy for workmanship or materials. In addition to guarantees or warranties provid4by the contractor, all goods sold in Massachusetts carry an implied warranty of merchantability and fitness for a partictilar purpose; An enumeration of other matters -on which the homeowner and contractor lawfully agree may be added to the term's of the contract as long as they do not restrict a homeowner's basic consumer rights. If you have questions about Your c6nsuin6r/hameowner rights, contact the Consumer Information Hotline (listed below). Execution of Contract The dontract must be executed in du licate and should not be signed until.a copy of all exhibits and referenced documents havd been. attached. Parties are -also advised not to sign the document until all'blank sections have been filled-in or marked as void, deleted, or not applicable. One original signed copy of the contract with attachments is toe • be given to the owner'and the other kept by the contractor, Any modification to the original contract must be in writing and agreed to by both' arties. Contracted work may not begin uyitil both parties have received a fully executed copy of the contract,- and the three day recission period has expired. Accelerated Pity'm.ents ^ - A contractor may not demand'payments in:'advafice of the dates specified on the payment schedule in cases where the homeowner deems him/herselfto be fi iancially:insecure. However; in instances where acontractor deems lum/I erself -to be financially insecure, the contractor may require that The balance of funds not yet due lie placed Tri a j Dint e�Grow account as a prei-equisite to continuing the contracted work., Withdrawal of funds from. said account would require the signatures of both parties. Additional ,Information If you have general questions or need additional information about the Home Improvement Contractor Law or other consumer rights, or'lf you wish to obtain a free copy .of A Cons Law," contact: umer Guide to the Home Improvement Contractor Cdnsumer Information Hotlihe ` Office of Consumer Affairs and Business'Regulatioil .10 Park Plaza, Room 5170, Boston,; MA 02116 (617) 973-8787'or 1•.(8'88) 2833757 If you want to verify the registration of a contractor or if you about the contractor registration component of the Home Innproavelvement C ntr Deed additional information speeifcally Law, contact: Directot of Home Improvement Contractor Registration Bureau of.Building Regulations and Standards One•Ashburtoh Place, koom.1301, Boston, MA 02108 ' (617) 727-3200 or 1-800-223-0933. For assistance with informal mediation of disputes or to register formal complaints against a business, call: Consumer Complaint Section Office of the Attorney General (617) 727-8400 ANIS/OR BeiterBusiness Bureau (508) 65.2-4800 .(508) 755-2548 (413) 734-3114 J AAL