The URL can be used to link to this page

Home My WebLink AboutBuilding Permit #618-13 - 28 WOOD AVENUE 3/25/2013Permit NO: - L& ued TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received 3 3- 1 3 TANT: Annlicant must complete all items on this LOCATION ._2R-WQQd . _ Print PROPERVOWNERBen Dick Print` 1o0 YearOld Structure yes rnaMAP NO PARCEL: ZONING DISTRICT: Historic Distnct� yesMachine; Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building One family ❑ Addition ❑ Two or more family ❑ Industrial Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain, ❑ Wetlands ❑ Watershed District . El Water/Sewer DESCRIPTION OF WORK TO BE PtKt-Uttmtu: Remove supporting wall between kitchen and living room. Install LVL support beam into ceiling,supported at both ends ,Repair_ ceiling,install Island cabinet and shelving,repair floor. _ Identification Please Type or Print Clearly) OWNER: Name: Ben Dick & Kristen Dick Phone: 978-208-8 008 Arlrlrocc• i uuvvv. CONTRACTOR Name: __ Edward x. Allard Phone: 9.78-459-046.3 Address 108 Fourth.Ave. Supervisor's Construction License'.rs-o1 749o. _ Exp: Date: 02.26.1201 A Wome Improvement License: 100964 Exp. Date: 6/24/2014 ARCHITECT/ENGINEER Address: Phone: 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: $ 12,335.00 FEE: $ Check No.: Receipt No.: aLle& NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund _ .. � 6 L Slg,nature of Agent/Qwner 'o Signature ofcontractor - • Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ e Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL 0;f Public SewerSwimming Tanning/MassageBody Art ❑ Poo4',s ,,❑ P004's. � •� Well El Tobacco Sales El Food Packaging/Sales 1 ❑ 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 o Sianature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comme Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Tow, ]Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMF-N-T Tem bum §ter on site "R Located at 1241Mair�yStreet P p Yes no p Fire' Depa'rfinent sig""nature/date ` `` ;' " t� ► f� - ; .� COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA — (For department use El Notified for pickup - Date Doc.Building Permit Revised 2010 Building Department The folipwing is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan o Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract a 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 o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appy al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must bp subm;tted with the building application Doc: Doc.Building Permit Revised 2012 Location 2 No.I/ V - Check 4 A- 26223 Date3 2 i3 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $�— Foundation Permit Fee $ Other Permit Fee $ Q TOTAL $ Building Inspector GKoroN Emax Enw, LLC STRucrgRAL EN6WEEPwr, 11 HIGHLAND ROAD, GROTON, MA 01450 (978) 448-3863 grotoneng@gmail.com Structural Engineering Report Client Name: Allard Building & Remodeling Site Address: Benjamin & Kristen Dick Res. 28 Wood Ave. N. Andover MA 01845 Groton Engineering Job No.: 2013-013 Structural Analysis Performed Desion Attic Beam Date: 26 -Mar -13 Report Prepared By: Lynwood V. Prest, P.E. Professional Engineering Review and certification: Lynwood V. Prest ,-IN OF MAssq� tiG LYNWOOD VALENTINE a o� PREST y STRUCTURAL No. 3U69 „ 3/2�/a a /3 Sheet 1 of 4 ..,,� ... \'E s� .. - r' � (, 4f`' i t �,; 't r;r ,,,� i� ' �'A I- CTmom EArrri EEjv vr7, LLC STRUCTURAL 'EN6INEERwG 11 HIGHLAND ROAD, GROTON, MA 01450 (978) 448-3863 grotoneng@gmail.com Codes / References: X Massachusetts State Building Code for 1 & 2 Family Dwellings, 780 CMR, 8th Edition ❑ IBC/Massachusetts State Building Code for Commercial Structures, 780 CMR, 8th Edition ❑ X National Design Specification for Wood Construction, 2005 X ASCE STANDARD 7-10, Minimum Design Loads for Buildings and Other Structures ❑ AITC Timber Construction Manual, 4th Edition ❑ AISC Manual of Steel Construction, ASD & LRFD, 13th Edition ❑ ACI 318-08 Building Code Requirements for Structural Concrete Assumed / Required Loads: ❑ Ground Snow Load: not appl #VALUE! Wind Load: 90 mph X Residential Attic Storage - 20 psf LL where roof slope is greater than 3/12. ❑ Residential Attic Storage - 10 psf LL where roof slope is less than 3/12. ❑ Residential Sleeping Rooms - 30 psf LL ❑ Residential Common Rooms - 40 psf LL ❑ Office Space - 50 psf LL ❑ Residential Decks/Exterior - 60 psf LL ❑ Standard Floor/Ceiling/Roof/Wall - 15 psf DL ❑ Built up Floor/Ceiling/Roof/Wall - 20 psf DL X Attic floor with gypsum ceiling and insulation - 10 psf Assumptions I Criteria: ❑ Concrete to be 3,000 psi in 28 days ❑ Steel reinforcing to be Fy - 60,000 psi steel X Live Load Deflection < L/360 ❑ Standard Sawn Lumber to be Spruce -Pine -Fir No.1/No.2 Unless Otherwise Noted X LVL Beams assumed minimum E = 1,900,000 psi ❑ LVL Beams noted as 1.8E or 2.0E must be supplied as such ❑ Pressure treated wood to be No. 2 Southern Yellow Pine ** ❑ Lally Column design for 15,820 @ 8'-0" assuming internal concrete core intact ❑ New Steel: W sections; Fy =50,000 psi ❑ New Steel: HSS sections; Fy =46,000 psi ❑ New Steel: Angles, Plates, etc...; Fy =36,000 psi ❑ Connection Bolts to be A325, Anchor Bolts to be A307 Sheet 2 of j6 sleety LO PROOLCT200(&MMS Anl(FINO0®mc..cmmn,M,.oun.ToO*FHaWErouFREEiao0.225- o GROTON ENGINERING, LLC Project Title: New Attic Beam 11 Highldnd Road Engineer: Lynwood Prest, P.E., S.E. Project ID: 2013-013 Groton, MA 01450 Project Descr: Design Attic beam SHEET__'!�_off� (978)448-3863 grotoneng@gmail,com Title Block Line 6 Printed: 26 MAR 2013,12:54PM Wood Beam File=e:IGROTON-1LJOBFI-11PROJEC-1120131208255-1WLLARD-I.EC6 ENERCALC, INC. 1983.2013, Build:6.13.2.27, Ver.6.13.2.27 Description: Attic Beam CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.010, L = 0.020 ksf, Tributary Width =13.0 ft, (Attic Dead + Live) Load Combination Set: 2012 IBC & ASCE 7-10 DESIGN SUMMARY 1.00 1.00 Material Properties ;Maximum Bending Stress Ratio = 0.620 1 Maximum Shear Stress Ratio = 4.323 : 1 Analysis Method: Allowable Stress Design Fb - Tension 2,600.0 psi E: Modulus of Elasticity Load Combination 2012 IBC & ASCE 7-10 Fb - Compr 2,600.0 psi Ebend- xx 1,900.0 ksi FB : Allowable = Fc - Pril 2,510.0 psi Eminbend - xx 965.71 ksi Wood Species : iLevel Truss Joist Fc - Perp 750.0 psi +D+L+H Wood Grade : MicroLam LVL 1.9 E Fv 285.0 psi 16.584 ft Span # where maximum occurs Ft 1,555.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 1 0.620 0(0.13) L(0.26) 0.384 in Ratio = i 1.00 V 0.000 in Ratio = i i 15.36 Max Downward Total Deflection 0.576 in Ratio = 369 2-1.75x14 Span = 17.750 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.010, L = 0.020 ksf, Tributary Width =13.0 ft, (Attic Dead + Live) DESIGN SUMMARY 1.00 1.00 i • ;Maximum Bending Stress Ratio = 0.620 1 Maximum Shear Stress Ratio = 4.323 : 1 Section used for this span 2-1.75x14 Section used for this span 2-1.75x14 fb : Actual 1,612.05psi fv : Actual = 92.04 psi FB : Allowable = 2,600.00psi Fv : Allowable = 285.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 8.875ft Location of maximum on span = 16.584 ft Span # where maximum occurs Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection 1 0.620 0.323 Max Downward L+Lr+S Deflection 0.384 in Ratio = 554 1.00 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 15.36 Max Downward Total Deflection 0.576 in Ratio = 369 Max Upward Total Deflection 0.000 in Ratio = 0 <240 1.00 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span# M V Cd CFN Ci Cr Moment Values C m C t C L M fb Fb D Only 1.00 1.00 1.00 1.00 1.00 1.00 Length =17.750 ft 1 0.207 0.108 1.00 1.00 1.00 1.00 1.00 100 1.00 5.12 +D+L+H 1.00 1.00 1.00 1.00 1,00 1.00 Length = 17.750 It 1 0.620 0.323 1.00 1.00 1.00 1.00 1.00 1.00 1.00 15.36 +D+Lr+H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 17.750 It 1 0.207 0.108 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5,12 +D+S+H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 17.750 ft 1 0.207 0.108 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.12 +D+0.750Lr+0.750L+H 1.00 1.00 1.00 1.00 1.00 1.00 Length = 17.750 It 1 0.517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 +D+0.750L+0.750S+H 1.00 1.00 1.00 1.00 1.00 1.00 Length =17.750 ft 1 0.517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 0.00 537.35 2600.00 0.00 1,612.05 2600.00 0.00 537.35 2600.00 0.00 537.35 2600.00 0.00 1,343.38 2600.00 0.00 1,343.38 2600.00 Shear Values V 1v F'v 0.00 0.00 0.00 1.00 30.68 285.00 0.00 0.00 0.00 3.01 92.04 285.00 0.00 0.00 0.00 1.00 30.68 285.00 0.00 0.00 0.00 1.00 30.68 285.00 0.00 0.00 0.00 2.51 76.70 285.00 0.00 0.00 0.00 2.51 76.70 285.00 GROTON ENGINERING, LLC 11 Highland Road Groton, MA 01450 (978) 448-3863 grotoneng@gmail.com Title Block Line 6 Wood Beam Description : Attic Beam Project Title: New Attic Beam Engineer: Lynwood Prest, P.E., S.E. Project ID: 2013-013 Protect Descr: Design Attic beam SHEET -62 -of -4L Printed: 26 MAR 2013,12:54PM = e:IGROTON-1LJOBFI-11PROJEC-1120131108255-11ALLARD-1.EC6 ENERCALC, INC. 1983-2013, Build:6.13.2.27, Ver.6.13.2.27 Load Combination Max Stress Ratios Moment Values Segment Length Span # M V Cd C FN C i Cr Cm C t C L M fb F'b Shear Values V fv F'v ✓--Tv SII I.- I.- I.- I.VV 1- I.VV V.VV V.VV V.UV V.✓V Length =17.750 ft 1 0.207 0.108 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.12 537.35 2600.00 1.00 30.68 285.00 +D+0.70E+H 1.00 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 ft 1 0.207 0.108 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.12 537.35 2600.00 1.00 30.68 285.00 +D+0.750Lr+0.750L+0.450W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 ft 1 0,517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 1,343.38 2600.00 2.51 76.70 285.00 +D+0.750L+0.750S+0.450W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 ft 1 0.517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 1,343.38 2600.00 2.51 76.70 285.00 +0+0.750Lr+0.750L+0.5250E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 ft 1 0.517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 1,343.38 2600.00 2.51 76.70 285.00 +D+0.750L+0.750S+0.5250E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 it 1 0.517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 1,343.38 2600.00 2.51 76.70 285.00 +0.60D+0.60W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 ft 1 0.124 0.065 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.07 322.41 2600.00 0.60 18.41 285.00 +0.60D+0.70E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 ft 1 0.124 0.065 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.07 322.41 2600.00 0.60 18.41 285.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. " " Defi Location in Span Load Combination Max. W Defi Location in Span D+L 1 0.5762 8.940 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.461 3.461 D Only 1.154 1.154 L Only 2.308 2.308 D+L 3.461 3.461 GRoTom annum LLC SmucruRAL EmertNEERiNG CONSTRUCTION CONTROL AFFIDAVIT IN ACCORDANCE WITH 780 CMR 107.6 "Construction Control" of THE COMMONWEALTH of MASSACHUSETTS RESIDENTIAL STATE BUILDING CODE, r Ed. FINAL INSPECTION of STRUCTURAL WORK PROJECT NUMBER: 2013-013 PROJECT TITLE: Renovations to, Benjamin & Kristen Dick Res. PROJECT LOCATION: 28 Wood Ave_, N. Andover, MA 01845 NATURE OF PROJECT: Design structural beam & posts to allow removal of bearing wall I Lynwood V. Prest, P.E. have conducted one field review of the structural engineering work for the PRO- JECT noted above. The single (final) review was done by Lynwood V. Prest, S.E., P.E. on April 15, 2013. THE SCOPE OF WORK REFLECTED IN THIS AFFIDAVIT IS FOR THE DESIGN OF THE DOUBLE 14" LVL AND ITS SUPPORTING COLUMNS IN THE KITCHEN CEILING AND REVIEW OF ITS INSTALLATION. THE BEAM ALLOWS FOR REMOVAL OF A BEARING WALL. I, as the Affidavited Structural Engineer of Record (SER), hereby certify that I have conducted the aforesaid structural inspection of the above stated PROJECT and find that the work has been properly installed in accordance with our original structural design drawings, revisions, site visit report thereto and the 81h Edition of the Commonwealth of Massachusetts Residential State Building Code and is functioning as intended. That code consists of the Commonwealth of Massachusetts Amendments to the 2009 International Residential Building Code and Appendix J therein. All framing has been properly installed and meet the strength requirements of our design. GROTON ENGINEERING, LLC 4-15-Zv13 11 Hir,&Ava RoAa, &omm, MA 01450 (978) 448-3863 grrotoneng@gmail.com WWW.grotonengineering.com Grwra ENGINFE mq. LLC 11 Highland Road Groton, MA 01450 Ph: 978 - 448-3863 Email grotoneng@gmail.com ENGINEER'S STRUCTURAL FIELD REPORT JOB NO.: 2013-013 PROJECT: Renovations to Benjamin & Kristen Dick residence, N. Andover, MA CLIENT: Allard Building and Remodeling DATE: 4-15-2013 TIME: 10:00 AM WEATHER: Sunny FIELD REPORT NO.: I & Final TEMP.: 55° F EST. % OF COMPLETION: 80% CONFORMANCE WITH SCHEDULE: not appl. WORK IN PROGRESS: Prepping kitchen walls for new countertops PRESENT AT SITE: Ed Allard and two carpenters OBSERVATIONS: I was there to view the prior installation of a double 14" LVL above the kitchen ceiling plus the supporting columns for same. The beam and columns were properly installed in accordance with the Groton Engineering design documents and the Building Code. An additional 4x6 parallam column was installed in the basement under the beam's post above because it was just too far from the existing concrete -filled pipe column. All of the kitchen ceiling (attic floor) joists were properly attached to the new double LVL beam with hangers, padding the beam out where the existing joists were slightly too short atone location. All framing has been done very well and will adequately support the attic floor. ITEMS TO VERIFY: None INFORMATION or ACTION REQUIRED: None ATTACHMENTS: None REPORT BY: Lynwood V. Prest, P.E., S.E. President �Mo9569 �tH Of�-+ t7wom ENGINEERING, LLC 11 Nighland Road Groton, AIA 01450 Ph: 978 - 448-3863 Email• grotonenq@gmad com ENGINEER'S STRUCTURAL FIELD REPORT JOB NO.: 2013-013 PROJECT: Renovations to Benjamin & Kristen Dick residence, N. Andover, MA CLIENT: Allard Building and Remodeling DATE: 4-15-2013 TIME: 10:00 AM WEATHER Sunny FIELD REPORT NO.: 1 & Final TEMP.: 55° F EST. % COMPLETION: 80%-- — " CONFORMANCE WITH SCHEDULE: not appl. WORK IN PROGRESS: Prepping kitchen walls for new countertops PRESENT AT SITE: Ed Allard and two carpenters OBSERVATIONS: I was there to view the prior installation of a double 14" LVL above the kitchen ceiling plus the supporting columns for same. The beam and columns were properly installed in accordance with the Groton Engineering design documents and the Building Code. An additional 4x6 parallam column was installed in the basement under the beam's post above because it was just too far from the existing concrete -filled pipe column. All of the kitchen ceiling (attic floor) joists were properly attached to the new double LVL beam with hangers, padding the beam out where the existing joists were slightly too short at one location. All framing has been done very well and will adequately support the attic floor. ITEMS TO VERIFY: None �yZH OF M4 c - - - - - - --0 LYNwOOD 4G�, g VALENTINE a INFORMATION or ACTION REQUIRED: None pREST N STRUCTURAL _ No. 39569 _ ATTACHMENTS: None REPORT BY: Lynwood V. Prest, P.E., S.E. r ��/.5'r Z O l3 President 6,RoToN ENainumG, LLC STRuaum ENcriNEEPia CONSTRUCTION CONTROL AFFIDAVIT IN ACCORDANCE WITH 780 CMR 107.6 "Construction Control' of THE COMMONWEALTH of MASSACHUSETTS RESIDENTIAL STATE BUILDING CODE, 8`h Ed. FINAL INSPECTION of STRUCTURAL WORK PROJECT NUMBER: 2013-013 PROJECT TITLE: Renovations to Benjamin & Kristen Dick Res. PROJECT LOCATION: 28 Wood Ave., N. Andover, MA 01845 NATURE OF PROJECT: Design structural beam & posts to allow removal of bearing wall I Lynwood V. Prest, P.E. have conducted one field review of the structural engineering work for the PRO- JECT noted above. The single (final) review was done by Lynwood V. Prest, S.E., P.E. on April 15, 2013. THE SCOPE OF WORK REFLECTED IN THIS AFFIDAVIT IS FOR THE DESIGN OF THE DOUBLE 14" LVL AND ITS SUPPORTING COLUMNS IN THE KITCHEN CEILING AND REVIEW OF ITS INSTALLATION. THE BEAM ALLOWS FOR REMOVAL OF A BEARING WALL. I, as the Affidavited Structural Engineer of Record (SER), hereby certify that I have conducted the aforesaid structural inspection of the above stated PROJECT and find that the work has been properly installed in accordance with our original structural design drawings, revisions, site visit report thereto and the 81" Edition of the Commonwealth of Massachusetts Residential State Building Code and is functioning as intended. That code consists of the Commonwealth of Massachusetts Amendments to the 2009 International Residential Building Code and Appendix J therein. All framing has been properly installed and meet the strength requirements of our design. GROTON ENGINEERING, LLC N Of Mgssa oy , ,oZ LYNWOOD G VALENTINE a o PREST -+ STRUCTURAL No. 39569 4-l5-zv13 71 HIGHLAND ROAD, GROTON, MA 01450 (978) 448-3863rc�otonengOgmail.com www.grotanongineering.com GRoTON FNruiva 7INC, LLC SraucruRAL EmrdNf FAM 11 MGM AND Roan, GRoToN, MA 01450 (978) 448-3863 grotoneng@gmail.com Structural Engineering Report Client Name: Allard Building & Remodeling Site Address: Benjamin & Kristen Dick Res. 28 Wood Ave. N. Andover MA 01845 Groton Engineering Job No.: 2013-013 Structural Analysis Performed Design Attic Beam Date: 26 -Mar -13 Report Prepared By: Lynwood V. Prest. P.E. Professional Engineering Review and certification: Lynwood V. Prest ySN of MRgsgcy LYNWOOD G VALENTINE PREST -+ 8TRU URAL — No. 39585 _ �! 312 6/z, / 3 Sheet 1 of (o Y GitoTow FivaimEnva, LLC STIZUCMZU FN6INEEMW 11 HIGHLAND Rowe, GROTON, MA 01450 (978) 448-3863 grotoneng@glnail.com Codes / References: X Massachusetts State Building Code for 1 & 2 Family Dwellings, 780 CMR, 8th Edition ❑ IBC/Massachusetts State Building Code for Commercial Structures, 780 CMR, 8th Edition ❑ X National Design Specification for Wood Construction, 2005 X ASCE STANDARD 7-10, Minimum Design Loads for Buildings and Other Structures ❑ AITC Timber Construction Manual, 4th Edition ❑ AISC Manual of Steel Construction, ASD & LRFD, 13th Edition ❑ ACI 318-08 Building Code Requirements for Structural Concrete Assumed / Required Loads: ❑ Ground Snow Load: not appl #VALUE! Wind Load: 90 mph X Residential Attic Storage - 20 psf LL where roof slope is greater than 3/12. ❑ Residential Attic Storage -10 psf LL where roof slope is less than 3/12. ❑ Residential Sleeping Rooms - 30 psf LL ❑ Residential Common Rooms - 40 psf LL ❑ Office Space - 50 psf LL ❑ Residential Decks/Exterior - 60 psf LL ❑ Standard Floor/Ceiling/Roof/Wall -15 psf DL ❑ Built up Floor/Ceiling/Roof/Wall - 20 psf DL X Attic floor with gypsum ceiling and insulation -10 psf Assumptions / Criteria: ❑ Concrete to be 3,000 psi in 28 days ❑ Steel reinforcing to be Fy - 60,000 psi steel X Live Load Deflection < U360 ❑ Standard Sawn Lumber to be Spruce -Pine -Fir No.1/No.2 Unless Otherwise Noted X LVL Beams assumed minimum E = 1,900,000 psi ❑ LVL Beams noted as 1.8E or 2.0E must be supplied as such ❑ pressure treated wood to be No. 2 Southern Yellow Pine ** ❑ Lally Column design for 15,820 @ 8'-0" assuming internal concrete core intact ❑ New Steel: W sections; Fy =50,000 psi ❑ New, Steel: HSS sections; Fy =46,000 psi ❑ New Steel: Angles, Plates, etc...; Fy =36,000 psi ❑ Connection Bolts to be A325, Anchor Bolts to be A307 ♦711GG1 G V1 (Q shd 3.0f6 ,9Z C N .H N x O O 7 O �I O CO w E W h a) OO m m ro N£ C� J fmi co O N ti a D X> 3 p u1 m a`�°a m rnd Q o� o b� N c x ' 5F 'a'tn1 V N �a Z O O O M m N C O m a zn N C m J W N _ X D W LL c° <V M to N W i0 r i0 r 9,Z L,£ L ,9Z 6,RoTojv EmamEERma, LLC 11 Highland Road, Groton, MA 01450 Ph.- (978) 4484863 Cell. (978) 302-1794 A llo(rd Boe ixd 0TW4 lf-ay 4f MB.&;/< F.91, A.&I SHEET NO. !f OF 4 CALCULATED BY jV4-1jed!V-lZZ DATE -.2 CHECKED WALE DATE mW214I pob^20�1 MWjm W. &vWkMnL 010100* RMTOLUM MOM V fel I If Ad .......... 00, A�- 0"0. —4 -4 .......... ......... le . .... ...... . .... .. – — – ------- - mW214I pob^20�1 MWjm W. &vWkMnL 010100* RMTOLUM MOM GROTON ENGINERING, LLC 11 Highland Road Groton, MA 01450 (978) 448-3863 grotoneng@gmaii.com Wool! Beam Description: Attic Beam CODE' REFERENCES Project Title: New Attic Beam Enoineer: Lynwood Prest, P.E., S.E. Project ID. 2013-013 Protect Descr: Design Attic beam SHEET�Cof_j�&_ Printed 26 MAR 2013,1254PM ,,nA?rr,,%A, IARn-1Fr`.8 Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Load Combination Set: 2012 IBC & ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fib -Tension 2,600.0 psi E: Modulus of Elasficdy Load Combination 2012 IBC & ASC E 7-10 Fb-Compr 2,600.0 psi Ebend-xx 1,900.Oksi for calculations. Fc - Prll 2,510.0 psi Eminbend - xx 965.71 ksi Wood Species : iLevel Truss Joist Fc - Perp 750.0 psi Wood Grade : MicroLam LVL 1.9 E Fv 285.0 psi R 1,555.0 psi Density 32,210 pcf Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 0.323 :1 Section used for this span 2-1.75x14 Section used for this span D(Q.13) L(0.26) fb : Actual i - i = i 2-1.75x14 Span = 17.750 ft Ap011pd Loads - Service loads entered. Load Factors will be applied for calculations. Uniform Load : D=0.010, L = 0.020 ksf, Tributary Width =13.0. ft, (Attic Dead +Live) DESIGN SUMMARY - Maximum Bending Stress Ratio = - - 0.620:1 Maximum Shear Stress Ratio = 0.323 :1 Section used for this span 2-1.75x14 Section used for this span 2-1.75x14 fb : Actual 1,612.05psi fv : Actual = 92.04 psi FB: Allowable = 2,600.00 psi Fv : Allowable = 285.00 psi Load Combination- +D+L+H Load Combination +D+L+H Location of maximum on span - 8.875ft Location of maximum on span - 16.584 ft I Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 i i Maximum Deflection Max Downward L+Lr+S Deflection 0.384 in Ratio = 554 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.576 in Ratio = 369 Max Upward Total Deflection I 0.000 in Ratio = 0 <240 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values _ Segment Length Span # M V Cd C FN C i Cr C m C t C L M tb Fb _ V id Fb D Onty 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 It 1 0.207 0.108 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.12 537.35 2600.00 1.00 30.68 285.00 +D+L4H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 It 1 0.620 0.323 1.00 1.00 1.00 1.00 1.00 1.00 1.00 15.36 1,612.05 2600.00 3.01 92.04 285.00 +0+Lr+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 It 1 0.207 0.108 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.12 537.35 2600.00 1.00 30.68 285.00 +D+S+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 It 1 0.207 0.108 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.12 537.35 2600.00 1.00 30.68 285.00 +D+0.750Lr+0.750L+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 ft 1 0.517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 1,343.38 2600.00 2.51 76.70 285.00 +D+0.750L+0.750S+H 1X0 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 It 1 0.517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 1,343.38 2600.00 2.51 76.70 285.00 it GROTON ENGINERING, LLC 11 Highland Road Groton, MA 01450 (978) 4483863 grotoneng@gmail.com Title Block Line 6 Wood Beam Project Title: New Attic Beam Engineer: Lynwood Prest, P.E., S.E. Proiect ID: 2013-013 Project Descr: Design Attic beam SHEET_(21_of_j�p Description : Attic Beam Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN Ci Cr C, C t CL Primed: 26 MAR 2013,1254PM Re = e:IGROTON-1LJOBFI-11PROJEC-1120131208255-11ALLARD-I.EC6 ENERCALC, INC. 1983-2013, Bold:6,13.2.27, Ver.6.13.2.27 • • Moment Values Shear Values M fb rb V fV FV - 4M.60W4H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 ft 1 0.207 0.108 1.00 1.00 1.00 1.00 1 DO 1.00 1.00 5.12 537.35 2600.00 1.00 30.68 285.00 +D+0.70E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 It 1 0.207 0.108 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.12 537.35 2600.00 1.00 30.68 285.00 +D+0.75DLr+0.750L+0.450W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 ft 1 0.517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 1,343.38 2600.00 2.51 76.70 285.00 +D+0.75DL+0.75OS+O.450W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 ft 1 0.517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 1,343.38 2600.00 2.51 76.70 285.00 +D+0.75OLr+0.750L+0.525OE+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 It 1 0.517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 1,343.38 2600.00 2.51 76.70. 285.00 +D+0.750L40.750S+0.5250E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 ft 1 0.517 0.269 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.80 1,343.38 2600.00 2.51 76.70 285.00 +0.601)460W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 It 1 0.124 0.065 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.07 322.41 2600.00 0.60 18.41 285.00 +0.60D+0.70E+H' 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =17.750 It 1 0.124 0.065 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.07 322.41 2600.00 0.60 18.41 285.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. =" Deft Location in Span Load Combination Max. "+ Dell Location in Span DA 1 0.5762 8.940 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in POPS Load Combination Support 1 Support 2 Overall MAXimum 3.461 3.461 D Only 1.154 1.154 L Only 2.308 2.308 D+L 3.461 3.461 Enter construction cost for fee cal - North Andover Fee Ca/cu/at/on Construction Cost $ 12,335.00 m $ - $ 148.02 Plumbing Fee $ 18.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 18.50 Total fees collected $ 285.03 28 Wood Avenue 618-13 on 3/25/13 Remove Supporting wall between kitchen and LR Install a LVL support beam Repair Ceiling ALLARRBallding a Remodeling p to ell l Ben Dick 28 Wood Ave North Andover, MA 01845 Contract Date Estimate No. 2/24/2013 20 Description I Total I Remove Island cabinet lower and upper and dispose, Install temporary walls in living room and dining room, remove approximate 18 lin ft of supporting wall between kitchen, dining room and living room. Remove a 2 ft of ceiling on both sides of removed wall. Install (2)1.75 X16 LVL flush with bottom of ceiling. Install 2x8 joist hanger on existing ceiling joist and fasten to new beam. Bolt beam every 24 inches with 1/2 carriage bolts. Install new support columns and both end of beam. One columns will be brought down to foundation and the other will be extended into basement floor. Patch and plaster affected areas from beam installation. Patch pattern will match existing ceiling. All wall patches will be primed painted. Install custom made hutches on both sides of slider. Hutch size will be 23WX84H with 2 adjustable shelves on top and a cabinet with door on bottom. Primed and painted one coat of finish Install Approximate. 100 sq ft of white oak wood flooring. Floor will match existing floor, weave new floor in with existing floor and sand and finish new floor Sand, prime and paint existing kitchen cabinet door and face frames only, color to be determined by home owner Install owner supplied kitchen island. Install (4) recessed light fixtures in kitchen ceiling with white baffle trim, Install (2) owner supplied hanging pendant light fixtures over new kitchen island. Install (1) GFI outlet in.new kitchen island Install Customer supplied tile and grout on back splash in kitchen approximate 17 lin ft. Price includes basic installation any special designs that require additional labor will be an additional cost. Please not the all permits and plans will be an extra if needed Authorized Signature: U4 J 11 aud4 Page 1 Total r Signature 5,200.00 2,300.00 1;400,00 950.00 425.00 1,110.00 950.00 Ut- L", M a = LL c9 mE (U U O LL N (n U N i/) oz W Z W z c _ D m C O O -O O LL t O d' N C t U LL cc LU LU z z m g a L O K c LL 0 LU z a c J W t 0 C' N U C VUj _ LL 0 w z _ (Aa a -C m d' LL W a W 0 � LL m z y v Ln N Y 00E (A .; i`+j4 I O _O U •Q L Z CL 0m : CD d Q 0 0 .� O E rn o c O V N O" J >c r- > o case y O --a c •0�-• .c o eco CD Z CL_- o 0 fu):N 3 C �_ oCL c c H o Cc CD c •a w o 0 LL •2 e N c O.=O LUU) LU •E V d = 7 G . O co ;�= C w0 � O0 LSi 0 N N W W 19 W H The Commonwealth of Massachusetts Department of IndustriqlAccidints Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation insurance Affidavit: Builders/Contractors/El Please Print Legibly Applicant Information 13 f lap rR 7 c,. Name (Business/Organization/Individual): F Address: 10 K (-_ 5) y e-". A() 9— ' City/State/Zip: t, b '� e -L L- M A • d t g S`{ Phone #: 4 Z8'- 91 (5-- 86 f _'L Are you an employer? Check the appropriate box: 1.0] I am a employer with 4• ❑ I am a general contractor and I _— employees (full and/or part-time).* have hired the sub -contractors listed on the attached sheet. I 2. ❑ I am a sole proprietor or partner- These sub -contractors have ship and'have no employees working for me in any capacity. workers' comp. insurance. 5. ❑ We are a corporation and its [No workers' comp. insurance officers have exercised their required.] 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 employees. o workers' em to p y insurance required.] t comp. insurance required.] Type of project (required): 6. ❑ New construction 7. JKRemodeling 8. ❑ Demolition 9. ❑ Building addition 10.❑ Electrical repairs or additions 11.0 Plumbing repairs or additions 12.❑ Roof repairs 13. ❑ Other *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. Homeowners who submit this affidavit indicating they aie 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 confractors and their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: —r12*,U w*S ��BPotiT�' gip° • O� QM�cct3- Policy # or Self -ins. Lic. iu� $ ^ Q Expiration Date: f �a�'� IT— City/State/Zip: Al A- #J cQe L).ka— A Job Site Address:YE Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a flue 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 of perjury that the information provided above is true and correct n_ n I'D M eat. 0 n, t,, 3 1 X 67 1 ( l3 Phone #: 1 S 6 ( �" Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License H. Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person; Phone Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not producedacceptable evidence of compliance with the insurance coverage required" Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub -contractors) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or' -permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Nlassa.�husetts Department of Industrial Accidents Office of Investigations 604 Washington Street Boston? MA 02111 Tel, # 617-727-4900 ext 406 or 1-8,77rMASSAFE Revised 5-26-05 Fax ## 617-727-7749 www.mass,govfdia 63/21/2013 13:45 9782508378 LHUSSIER INSURANCE PAGE 01/02 '° MY CERTIFICATE OF LIABILITY INSURANCE DATE(MhIDIXYM),3 CERTIFICATE MAY DE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND 00140'tIONS OF SUS POLICIES.1 1MITS SHO `I MAY HAVE 13LIE N RI=DICED 8Y PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER TMS CERTIFICATE DOES NOT AFFIRMATIVELY OP. MEGA -11 EL,Y AMEmD, 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 BOLDER, W—OR'tANT. If the certlflcate holder Is an ADDITIONAL INSURED, the policy(Ten) must be endorsed. N SUBROGATION IS WAIVED, subject t0 the terms and condidonc of the Ipolic.-y, certain policies may r&gLi;ee ari eeidors@ment. A statement or, this c*rSficaflte does not cooler eights to the certificate holder In lied *f such enoorsameh o . PRODUCER CONTACT NAME: L'H'uaa;fer Jnsusanue Agency PKONE (s%iD 256-1583 t478; 250^$37$ 63 Chelmsford St MAIL Chelmsford, MA 01824 ADDRESS: y. 1 -- �%AI�M14ri€ T ItE1dE 7] — INSURES'AFLFORDimCOVERAGE AL_.—• � --"-------- NAIGre ncyURER A : Norfolk Dedham. aN3 URED 'r —4iUREPi, i3 P ISURERe: Allard Suilding & Remodelig n I 108 Fourth Ave - Lowell, MA 01$54INSURER DiN�iibr�.�;--.......... .... — - ---.- ._ iNSUR F• 4i.iYCP{AZSosS F:FnTCFIC.a TF lit IAREPC[f. THIS IS TO CERTIFY TWAT THE POLICES OF INSURANCE LISTED BELM HAVE BEEN ISSUED TO THE INSURED NAMED AeOVE FOR THE POLICY PERIOD iN010ATED, NOTWITI-ISTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY DE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND 00140'tIONS OF SUS POLICIES.1 1MITS SHO `I MAY HAVE 13LIE N RI=DICED 8Y PAID CLAIMS. INSIa ....... _ .. _........ -- L7R TYPE OF INSURANCE A., 3UBR PDULY DTME13 (MMAIDNYYY)PMIDIXWYY L{)9TS A GENERAL LIABILITY R01537143A Jti 5129113 EACH OCCURRENCE S I 0 0 0000 X COMuiERGIAi,{iKNEPAL LVW 1LITY y. 1 -- �%AI�M14ri€ T ItE1dE 7] — CLAM -MADE u OfAWUR MED 6* (Aryore exam) 45 , D-0 PERSONAL&ADVINJURY * 1 pO0,Q00- ---.- ._ GEN2,000,000 ---' CEN'tAGGREGATE LIMIT APPI.IGSPFR CT PRODUS-C4n1w!¢?nc� � 4D010{5a� -- -- POLICY 1 LOG -- - n 4W�IEt.. r,'y 'INMEMIF AUTOMOBILE LIABILITY I BODILY INJURY (Perp�,mon) .; ANYAUTO AI.L p WW D SCHEDULED AUTOS AUTOS I I r BODILY INJURY (Per e*cx'n-W-0) m MON-OWNED _ _PROPERTHIREOAUTOS tccYOAAAAr@ $ -$ UMORELLALIAB OCCUR EACH OCCURRENCE $ E%CE3S LIAR ^ _ CLAIMS rnaoE AOGRa GATE b -- --- — — -- — --- - Dm RETENTION S . _ WORKERS COMPENMAMM Vt`u STATU- OTH- AND EMPLOYERS' LIABILITY Y f N �JSDkY_LIMDS l L2 FH AC�CANf ANY PROPRIETORrPARTNFPJ6XEGUTNE OFFICE WMFNIt� E CLUDED? N/A (MAndtfery in NRI ff e= de_^cribe undo, E.L. DISEASE -EA E)uIPLOYE $, ._ _ . .. D S�RIPTIONOrOPEMTIONSnelovi E.L.DISEASE- POLICY LIMIT S DESCRIP ON OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORO IDt, Atididonaf Rarmft Sdtedtna, ifnmre sp3ca fsregtlrMI WOrkesS Comp Certificate to follow `S46Pi•1 OF NO ANDOVER 15001 OSCOOD ST NO ANDOVER, MA 01845 SHOULD ANY OF THE ABOVE OESCRIBEO POUCIES BE CANCELLED BEFORE THEV EXPIRATION DATET�� OF, NOTICE WILL BE DELIVERED IN ACCORDANCE VI . THE P0&NAPROvisioNS. CORPORATION. All riahts reserve ACORD 25 (2010[05) The AGORD name and logo are registered marks of ACORD Phones: Fax: (978) 454-1305 E -Mail: Righ4fax C:3-1 3/22/2013 5:15:01 AM PAGE 2/002 Fax Server CERTIFICATE OF LIABILITY INSURANCE DATE (MPd7DDIY'fYYi 19013 TWLe,PERTIFICATE 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 ACONIRACTBETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(iss) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE FAX DAVID W L HUSSIER INS 63 CHELMSFORD ST (A/C, No, Ext): (AIC, No): E-MAIL CHELMSFORD, MA 01824 ADDRESS: 734SH INSURER(S)AFFORDING COVERAGE NAIL # INSURED INSURER A: TRAVELERsINDEIvmTYCowANYOFAMERICA ALLARD, EDWARD DBA ALLARD BUILDING & REMODELING INSURER B: INSURER C: INSURER D: 108 4TH AVE INSURER E: LOWELL, MA 01854 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIESOF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THEHISURED 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, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES. LIMBS SHOWN MAY HAVE BEEN REDUCES] BY PAID GLANS, INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (WIMID01YYYY) (MAADD1YYYY) LIMITS GENERAL LIABILITY ACH OCCURRENCE Is COMMERCIAL GENERAL LIABILITY CLAIMS MADE [:]OCCUR DAMAGE ETORENTEO $ SES (Ea occurrence) MED EXP (Any one person) $ ERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY = PROJECT ® LOC ENERAL AGGREGATE $ RODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person,) BODILY INJURY $ (Per accident) HIRED AUTOS NON OWNED AUTOS PROPER I Y DAMAGE $ (Per accident) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS -MADE AGGREGATE $ DEDUCTIBLE $ $ RETENTION $ A WORKER'S COMPENSATION AMD EMPLOYER'S LIABILITY YM UR -03184235-13 01,128.2013 01!2812014 x I wC sTALfroRv OTHER LIMITS ANY PHCWERII ORIPARTNERIEXECUTIVE Y OFFICERIMEMSER EXCLUDED? L' I NIA E L EACH ACCIDENT `S 100,000 E -L. DISEASE - EA EMPLOYEE S 100,000 (Mendalory In NH) byes, describe under DESCRIPTION OF OPERATIONSbcicv; E.L. DISEASE - POLICY LIMIT $ 500,1)00 DESCRIPTION OF OPERATION S✓LOCATIONSIVEHICLESJRES1PtICTIONS/SPECIAL ITE4'S THISREPLACES ANY PRIOR CERT[TCATE ISSUED TO THE CERTLHICATEHOLDERAFFECTLNCI WON.KERS COM COVERAGE_ THE WORKERS' COMPENSATION POLICYDOES NOT PROVIDE COVERAGE FOR ALLARD, EDWARD CERTIFICATE HOLDER CANCELLATION TOWN OF NO ANDOVER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 1600 OSGOOD ST BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENT VE Z NO ANDOVER, MA 01845- - - ------7vii an logo are regls ere marls o DCO re ORATION. All rights served.. Massachusetts Department of Public Safety Board of Building Regulations and Standards Construction Supervisor ` License: CS -017490 EDWARD R ALLAD 108 FOURTH AVE LOWELL MA 0854 Expiration Commissioner 02/26/2014 Office of Consumer Affairs and usiness Regulation 10 Park Plaza - Suite 5170 °M Boston, Massac -e tts 02116 Home Improvement intas for Registration Reqistration: 100964 � Type: DBA PT , : ; �.�W Expiration: 6/2412014 ALLARD BUILDING & REMODELI Edward Allard 108 Fourth Ave Lowell, MA 01854 DPS-GA1 'ii 50M -0004-G101216 ,per /lie (oomvmonuseall�i o�✓NCctd6a�ttt6e�ld .\ Office of Consumer Affairs & Business Regulation HOME IMPROVEMENT CONTRACTOR Registration: r 1Q0964 Type: - Expiration: 412_ 4 2 DBA ALLARD BUILDII�,�DE1N.0 Edward Allard 108 Fourth Ave — Lowell, MA 01854 �'�. J'�f Undersecretary Tr# 227917 to Address and return card. Mark reason for change. Li ..ddress Renewal F-1r.F-1Lost Card License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, MA 02116 auwNot valid without signature Ln j 2� H ° o . �0 F -- 3m ) § EO 2 Z ■a!!¥ % w / w o �� «:![; ® ® 4 $)!66 \ § \ 2 (\\kj UJ �k j \ , / ) /w m ƒ §/ \ / ® wk . v .9Z U N �m N N E O 0 x co Z p� U q - JO WF ,mom G io W Qa ar# rnm N E w� m E 41 LQ�0 m WZ �n W o m and v U > J C7a m 20 e.aU) D 0Z CC £oE ULL lzC lz Ry G Z p IN O U > V 0 � M m m 4 E 0 a N co ° W7IFI -01H w w .9Z 9.Z4 LCL F _� 3 N N E O o io W E E w� m E (V =J O E W h o o'j c IN O U > '& � m m 4 E a aci ° w w :� Q y �3n z ® ® >r O ® J (V 'a a N m c — X J W LL OD (V M ID N i0 it � to L£L 9.Z4 LCL F _� 3 ig[FORTE- "'Em" REPORT Beam 2 plece(s) 13j4" x 1V' 1.9E MicroffamO LVL Overall Lenob; IT fr 0 @ All locations are meawred from the outside fate of left support (Or left cairitilever end)- AM dimemions, are horizontal. Deflection crflerW. LL (EISW) Ono It J46MI, ftdng (bi): Aff owWralmedges (tepard bottom) must be braed at L2'11/Ir oft oidess delai" Wwwbe. ROM attirdorert and p0awmg of int"M braft is required to adileve n*AAW stoth'W. . . . Member Reaction (lbs) 35" @ 7 8881 (3.50 Passed (41%) 1.0 D + 1.0 L (AB Spam) Shear 04) 2940 40 V 711x° 10640 Passed (2.8%) LOD 1.0 D 4- LD L (Ad Spans) (ft -lbs) 15374 9 9 LO Ur 3110 Passed (49%) 1.00 1.0 D + 1.0 L (AN Spans) .Moment. Live Load MR. (in) 0.258 @ 9 10 112" 0.581 passed (11909) — 1.0 D + 1-0 L (AD Spans) T01381 Load Wil. (hi) OA03 @ If 101/2' 0.871 Passed (L/518) — _ 1.0 D + 1.0 L AN Spans) Deflection crflerW. LL (EISW) Ono It J46MI, ftdng (bi): Aff owWralmedges (tepard bottom) must be braed at L2'11/Ir oft oidess delai" Wwwbe. ROM attirdorert and p0awmg of int"M braft is required to adileve n*AAW stoth'W. . . . Cell: 978-815-8612 . . . . . . . . . Forte So"Mm oparolor—.—.. 1 - Qf=R - Spr1.5v 3350'-W Lai z= 3M Womm 2-01WIR-SK 1 1 73(b8 3599 aftV - atoutirig rd" ate assunm w carry no waus amom oueaw ame Irm and trig im im is appuw w we oierrm oary oeuww. Z Negexheeraer ctesmrAsiAet the siring of as pmdtrts will Item atcwdanae taP.tt Weyetttaeuser [aoddR d['� aste�and prtbYslred design vdhreS. Neyoftlouser exprem d"ins Any Wier Waranto rooted to tftsdtram wwwvxoAm&4 Amewft (Win Board, Modam Poiiek and Squash sbdtO are redesigned by this saftmm Use of ft softare Is not Waded to *oww&* the oW fora design poWdonf as deltorilood hr ft autfrarily tering JoKsclic6m, Thedesii;ner of record, builder or Gamer is rewansffileto *sure that this ca malum Is cornpatble wilb, the overall progecL PmOuds muidaduvo:! at ftWillmW fadiliks, arethlrd-party ceitifIed tosustabiatle orestry standards. Je product qWkadon, Iripul: design leads, (raw0um and aq=t hTfommifuni have been po"d Ur Nft Saltmir Operaw Since 1972 0M BUILDING & REMODELING GENERAL CONTRACTOR Commercial & Restderwat MA Construction Uc #017490 Home Improvement Reg. #100964 Office/Shop: 978-459-0463 Fax: 978-454-1305 Edward Allard Cell: 978-815-8612 Forte So"Mm oparolor—.—.. E. I ungurm(r3f) 1 0 to 1r r 13' LO.0 20A AMC Z Negexheeraer ctesmrAsiAet the siring of as pmdtrts will Item atcwdanae taP.tt Weyetttaeuser [aoddR d['� aste�and prtbYslred design vdhreS. Neyoftlouser exprem d"ins Any Wier Waranto rooted to tftsdtram wwwvxoAm&4 Amewft (Win Board, Modam Poiiek and Squash sbdtO are redesigned by this saftmm Use of ft softare Is not Waded to *oww&* the oW fora design poWdonf as deltorilood hr ft autfrarily tering JoKsclic6m, Thedesii;ner of record, builder or Gamer is rewansffileto *sure that this ca malum Is cornpatble wilb, the overall progecL PmOuds muidaduvo:! at ftWillmW fadiliks, arethlrd-party ceitifIed tosustabiatle orestry standards. Je product qWkadon, Iripul: design leads, (raw0um and aq=t hTfommifuni have been po"d Ur Nft Saltmir Operaw Since 1972 0M BUILDING & REMODELING GENERAL CONTRACTOR Commercial & Restderwat MA Construction Uc #017490 Home Improvement Reg. #100964 Office/Shop: 978-459-0463 Fax: 978-454-1305 Edward Allard Cell: 978-815-8612 Forte So"Mm oparolor—.—.. J.b Noies ffid Ed "I 28 WOW Ave (800) 56"1000 cholmdordmA PASSED sysm: Fluor Member Type : crop Own eumkv Use z Residentel Buififfng Coda: WC Dk*n MgffwddW: ASD 0 StMANABLE WMIRT MAINE 3/22120131:56:02 PM Forte v4.0. Design Engine. V5.6.1.2([3 Page 1 of I i�IFORTE" MEMBER REPORT Kitchen, ik"" 2 piece(s) 13/4" x 16" 1.9E Microllam@ LVL Overall Length. 17' 8" 19 @ All loCalJorlS are Measured from the outside face of M support (or left cadlever ends All dimensions are horizontal. VeIWM aMerW. ILL (LISM) ane I L (Lj&40). OWng (Lu): All oampression edges (top and bottom) MW De Oamd at IT I lir ale altess detailed otherwise. Rom allardirrient and poffmililip of fidend br2ft Is required to achieve mar bu stability. W.. J.—J. Uad= Member Reaction (Ibs) 3599 @ r 8881(3.50" Passed (41%) LD D + 1.0 L (Afl Spans) Shear (Ibs) 2940 @ 1'7 1/2" 10640 Pasqed (28%) LQU Lo D.+ 1.0 L (All Spans) Moment (ft -lbs) 15374 @ Ir 101/2" - 3110 Passed (49%) TOO 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.258 0 W 101/2" OSSI Passed (L/80) 1.0 D+ 1.0 L (All Spans) Total Load Deff. (in) OA03 @ 8! 101/2- 0,071 Passed (L/518) 1.0 D + 1.0 L (Ali Spans) VeIWM aMerW. ILL (LISM) ane I L (Lj&40). OWng (Lu): All oampression edges (top and bottom) MW De Oamd at IT I lir ale altess detailed otherwise. Rom allardirrient and poffmililip of fidend br2ft Is required to achieve mar bu stability. - r4ocKurg rarreis are ammea w ca" no roaris appueo airecay anove mem zoo me udi m s aWea to me worm wrig designed. -7 11 f 1 -[damn -SPP 3.50" 3.50" 1.50" 1291 2308 3599 Rlocidng 2 • Cdumn -SPF 3.50" 3.50^ Lam" t291 2308 3599 8bcdng - r4ocKurg rarreis are ammea w ca" no roaris appueo airecay anove mem zoo me udi m s aWea to me worm wrig designed. -7 11 f .. ... . .. ... 4 - U.ifurrn(Psp) 0 to 17' 9- IT 10.0 ZO.0 AMC W.-Pyeft t9 Nobs nmvft Weyerhatewarprodad: design alteftand published design valves, Wer'KIM= exprewy dulam'm any other warranties telated to the softnare. Rafiy to current Weyerhaeuser 11ra-aWre ft, Installaucai details. (www.vmodbywyt0M) Aamssailms (Pirn Dowd, Hloddng Panels and Squash alocks) are rwr desigred by ffft software. use of this wmwwe is,.A intended to droufteat the OW lor a design pdesslooirl as determined by the auftrity having jurisMon. 7he designer of reand, btfider orframer is regionsible, to assure that this oandatlan Is compatible with the werat PMj9CL Products inanuladured at Wayedramer facilities we thftd-payW CerffMd bo Sustainable forestry standards. rhe product a*icatlw, !am& design bads, dimensions and support Information have boar. pmAded by Forte Software aperawr Since aT1972 BUILDING & REMODELING GENERAL CONTRACTOR Commercial & Residential MA Construction Lie #017490 Home Improvement Reg. #100964 Office/Shop: 978-459-0463 Fax: 978-454-1305 Edward Allard Cell: 978-815-8612 Forte Software Operstgr l job Mo. Ah Pwkmny Ed MAW j SvVbuFy Lumber i 28 Wood Ave (800)585-1680 i CheIrrEford. MA rlchDRsWbtff0umber.00m PASSED system : Floor Manber Type : Drop Rem Ouilding Use: "Mential litk" Code: IBC Design metlwdd (& SLP51-AINAUK K)RtSIRT WMAINE. 3/22J2013 1:56:02 PIVI Forte v4.0. Design Engine: V5.6.1.203 Page 1 Of 1