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Home My WebLink AboutBuilding Permit #666 - 11 EDMANDS ROAD 5/12/2008 BUILDING PERMIT o� AO oTH qti TOWN OF NORTH ANDOVER ? t'- APPLICATION FOR PLAN EXAMINATION Permit Noo_ Date Receivedr- 7 * 04`......" CHUS Date Issued: -d IMPORTANT:Applicant must complete all items on this page JJ ,t LOCATIONI t�@ f W,9-: `af�C PH PROPERTY OWNER a b Print MAP NO: P-0 PARCEL. .S'1 ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain 'Wetlands Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PREFORMED: 3/y y4q_y�. �q Identification Plea a TypeorPrint Clearly) OWNER: Name: �' �S ; a �f,e Phone: 1°7�4i 2 "'17o Address: v►� �s 0=-� CONTRACTOR Name:_ A--;t3 Phone: as Address: f t jk ;n i 4 ^-1 f t —T Supervisor's Construction License: (0 Exp: -Date:- 7L40 /j Home Improvement License: .Exp. Date: 7l 7/0 ARCHITECT/ENGINEERt�S -D Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. P Total Project Cost: $ � �S� FEE: $ c ` Check No.: 6_103 Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund 18—ignature of Agent/Owner Signature of contras r i Location No. Date �` yv NORTIy TOWN OF NORTH ANDOVER 9 Certificate of Occupancy $ `r sACNUS t� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # A 1 �I 2 i 4 4 9 Building Inspector Plans Submitted Plans Waived Certified Plot Plan Stamped Plans 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 APPR V PLANNING & DEVELOPMENT fz-14e r COMMENTS CONSERVATION Reviewed on Signature COMMENTS ( HEALTH Reviewed on ASignature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature&Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp'Durnpster on site yes no Located at 124 Main Street Fire Department signature/date` 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 ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 I 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 i ❑ 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 ❑ 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 ❑ - 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 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:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2008 t%ORTH ToVM of No. _ o , dover, Mass., COC RICHE... �d ADA? TED 7`s BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.........�� Ih'!L b 1 f 'on has permission to erect........................................ buildings on ../�..........E.d Yn.�.r.n.,1 ......../,eW.................. Rough to be occupied as 16...X zZ- ....... Q. .. .. ..'........................... ..................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. C'106-1 _.. (:) I-+ PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES.IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU T T Rough ..................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. qC COLLOPY ENGINEERING CONSULTANTS 65 AYER STREET METHUEN, MA 01844 FRANCIS H.COLLOPY RESIDENCE:(978)685-7969 REG.PROFFESIONAL ENGINEEER OFFICE I FAX:(978)685-8069 CIVIL April 24, 2008 STRUCTURAL DYNAMICS Mr Gerry Brown, Building Commissioner Town of North Andover 1600 Osgood St North Andover, MA 01845 Dear Mr Brown: I am writing in regards to a proposed addition to the Noble Residence at 11 Edmands Road in North Andover. I was requested by Mr Bert Roy, Contractor to review his proposed sketches of the project and to provide him with the structural framing required to support the appropriate live and dead loads. The addition is a 16' x 22' one story building. I have enclosed engineering design sheet, D1 that shows the framing required. Basically there is a structural ridge beam spanning the 22 feet, and this beam is supported on a 5 foot long header over an opening into the rear of the residence. This is shown on Sheet D1, and I have enclosed the computer design sheets for these beams. I have sized two different sizes for the Ridge Beam, depending on whether the Builder wants to use two LVL's or three LVL's that are 2" less in depth than the double LVL beam. If you have any questions in this regard, please do not hesitate to call this Office, and we can discuss it further. Sincerely, COLLOPY ENGINEERING /-/ 6'6� Francis H. Collopy, P.E. Structural Engineer Enclosure: Engineering Design Sheet D1 and Computer Printouts of Beams cc: Bert Roy COLLOPY JOB eDH ZNP 5 ED , Alc,gAipc vre MFf ENGINEERING CONSULTANTS SHEETNO- D OF 65 Ayer Street _ METHUEN, MASSACHUSETTS 01844 CALCULATED BYDATE TEL/FAX (508) 685-8069 CHECKED BY DATE / If I SCALE ............ ............ ............. .................................. j ............. ................................................ ..... ......................t ...................................................... ......................... ................................... ............................- ......................... ............ ............. ................ .................................................... .............. .................................................. .... ....................... ............. ............................... .............. .............. .......... ............... ............. ............. Co.*JPJT�o ......... ...................................... ]�........... .............. .......................... ............ ............. LAM L 43 ....... ..... .......... ... ............................ ......... ............... ............... .......................... �/-Rp ! /0`11� ........... .............. ............. .......... ............ .............. .... . ................. ................... .......... ............. .................... ................ ....................................... .................................... ............................. ........................................... .......... . ..... ........................ ............ -3 7 .................................................... ..... ......................... ............. .............. ............ ................................................... ..................... .......................... . ......................... .............. ............................... ........................................................ ...........................I................................................................................................................................... ............. .............. ............. ......................... ............ ............................ ....................... ........................................ ............................. ........... ......................................... ................ .............. ......................... ............ ............ ........................... .......... . ......... .............................................. ................ 4L4 I............. .......... ........... .............:............................ .........>.............,...... . . .... .............. .......... ....... ............. .......................... ........................ ............................ er ........... ............ ...................... .......... ........... .......... .. .......................... ........ ............ ............... ........................... 24, ........... .............. ...............1- ............. ................... ....................................... ..... ... ................................................................. ............................ .... ............. ..................................................... ....................... ........... ............. ............................................... op .............. ............. .................... ...................... ............. ........... ........................... ......... .... ..................................................................... . .......................... ............. 1 FRACI� H. ......... .........I............ ....... .............. ............ ....................................... ........................... ..... ...... ............. .............. .................. .............. i CC: L PY . . . .40kIr- 20172 .......... ..... ........... ... ..... ...... ....................... ............ ........................................ ........... ............... .......... ll..fi.0.3.,........ .............. ............... 4r .......................... ......... ............. ............................... ............. ............. ............w............. ...... ........... A .............. ........................... .............. ......................... .............. .. ...... ............ .......... .......... ...... ................ .......................... ........................ ........................... ............................................................................ ........... ............. .................... ........................ ................................................. y-4; ....................................... .......................................................................... ................ ................................................... ... ............... .............. ........................ .. ..... . . . . ....... .................................... ............. .......................... ........................................... �x ,Sal l9 i�ST .............. .................. .......... ...... ............... ................................... ........................ ......................... ................................................................ ........................ .......................... ........... ........................... ........................... . ...... ............ ..................... ............ ........................ .............. ............. ............ ..................... ................................................................. .............. .......... .................................................................... ............ ...................... ..... ......... ........................... ................. ............................. ....................... .............................................. ............. .......... .......... .................................... ............ ................................................. ........................ ...................... .................................................... ........... .......... ........... .......................................... ........... . .................. ................... ............... ........................... ............. ............. ........... ............. ................................................ ............ ...................... ............ ............. ...... ........................... ............. ........................................ ................ ............................ ....................... ....................................... ...................................................... ........................ ...... . .. ......... ................. .... ........ .................................... ............................ .... ...................................... ................. .......................................... ................................................... ........................... .............. ............. ............. ..................... ...................................... ..................... ......................... ................................................. ............. ............. ................................................ ....................... ......................... ........................... ............ 41-...---�.......... .......... .............. .......................... ...... .... .......... ............ ............... ........... ....... 3 :Ile ................................................ ........................ . .............. .....................................- .............. .................................................. ..........A ......... ............................ ........... ............. ..................... ............... j ........... ........... 4�4 ... ....... ............. ........................... .......... ............ .......................... ........................... .. ............... ............ L ff� z .............. ............................. ........................ ...................... ............ ........... ............. ........... ............ ....... ........... ........................... ...................... ............. ............. ....................................... ....... ......................................................................................................... ............ ................................................. ......................... ............. .......... . ........... BOE$E" Double 1-314" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1171301 BC CALC®9.5 Design Report-US 1 span I No cantilevers 0/12 slope Thursda ' 24, 2008 13:05 Build 91 Crr 8M Fife Name: broy.bcc Job Name: Bert Roy, Contractor Description: FB01 Address: Job site: 11 Edmands Rd Specifier. Structural Engineer City, State, Zip: North Abndover, MA Designer. Francis H. collopy Customer. Company: COLLOPY ENGINEERING Code reports: ESR-1040 Misc: Design for Built Up Snow Loads 22-00-00 0,3-1/2" B1,3-1/2" 6 BO 1-1/ lbs DL 1053 lbs SL 6383 lbs SL 3377 lbs Total Horizontal Product Length=22-00-00 Load Summary Live Dead Snow Wind Roof Lrve Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Unf. Lin. (plf) Left 00-00-00 22-00-00 80 280 n/a 2 Allow for Built Up Snow Load Trapezoidal(plf) Left 00-00-00 0 1200 n/a 06-00-00 0 0 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must 0 0 - Internal verified b anyone who would rel on Pos . Moment 25116 ft lbs 58.5/0 115/0 3 1 n be y y y 0 0 _ output as evidence of suitability for particular End Shear 5139 lbs 42.0/0 115� 3 1 Left Total Load Defl. L/290(0.893") 82.9% 3 1 application.Output here based on building Live Load Defl. U370(0.699") 97.3% 3 1 code-accepted design properties and analysis methods.Installation of BOISE Max Defl. 0.893" 89.3% 3 1 engineered wood products must be in Span/Depth 16.2 n/a 0 1 accordance with current Installation Guide and applicable building codes.To obtain %Allow %Allow Installation Guide or ask questions,please Bearing Supports Dim.(L x W) Value Support Member Material call(888)234-0056 before installation. BO Post 3-1/2"x 3-1/2" 7436 lbs n/a 80.9% Unspecified 61 Post 3-1/2"x 3-1/2" 4431 lbs n/a 48.2% Unspecified BC CALC®,BC FRAMER ALWOIST®,BC RIM BOARARDT-T""'B BCI®, BOISE GLULAM-,SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Column at Bearing 61 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b d a a • • • FA-ST'EA) 4145 i E� ��a�Tt~os 5 3 3�� -'�vss�ok Sc��'✓ /o: rir� FRANCIS H. ,p •� • 11 3 COLLOPY 2017 f"� S tL i7o G j 1 to 2017'2 Q E � a minimum=2" c= 12" /0 AI.�N�` b minimum =2-1/2"d =24" Connectors are:1/2 in.Staggered Through Bolt Page 1 of 1 BOISE- Triple 1-314" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALC®9.5 Design Report-US 1 span I No cantilevers 10/12 slope Thursday, A r* 00812:01 Build 91 Fife Name: broy.bcc Job Name: Bert Roy, Contractor Description: F1301 Address: Job site: 11 Edmands Rd Specifier. Structural Engineer City, State, Zip: North Abndover, MA Designer: Francis H. collopy Customer. Company: COLLOPY ENGINEERING Code reports: ESR-1040 Misc: Design for Built Up Snow Loads 17. 22-00-00 B0:3-1/2" B1,3-1/2- DL 1107 lbs DL 1107 lbs SL 6383 lbs SL 3377 lbs Total Horizontal Product Length=22-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Unf. Lin. (plf) Left 00-00-00 22-00-00 80 280 n/a 2 Allow for Built Up Snow Load Trapezoidal(plf) Left 00-00-00 0 1200 n/a 06-00-00 0 0 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 25400 ft-lbs 50.7% 115% 3 1 -Internal be verified by anyone who would rely on End Shear 5398 lbs 33.6% 115% 3 1 -Left output as evidence of suitability for particular Total Load Defl. L/288(0.898") 83.4% 3 1 application.Output here based on building Live Load Defl. U372(0.695") 96.8% 3 1 code-accepted design properties and Max Defl. 0.898" 89.8% 3 1 analysis methods.Installation of BOISE engineered wood products must be in Span/Depth 18.5 n/a 0 1 accordance with current Installation Guide and applicable building codes.To obtain %Allow %Allow Installation Guide or ask questions,please Bearing Supports Dim.(L x W) Value Support Member Material call(888)2340056 before installation. BO Post 3-1/2"x 3-1/2" 7490 lbs n/a 81.5% Unspecified 81 Post 3-117'x 3-1/2" 4485 lbs n/a 48.8% Unspecified BC CALC®,BC FRAMER ALLJOIST®,BC RIM BOARD-, B BCI®, BOISE GLULAMTM SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM Member is not fully supported at post BO. A connector is required at this bearing. PLUS®,VERSA-RIM®, Column at Bearing BO analyzed for bearing only, column analysis has not been performed. VERSA-STRAND®,VERSA-STUDS are Member is not fully supported at post B1. A connector is required at this bearing. trademarks of Boise wood Products,L.L.C. Column at Bearing 61 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. iN OF FRANCIS H. a COLLOPy w 20172 V NALE� Donn 1 of ) BOISE, Triple 1-314" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1FB01 BC CALC®9.5 Design Report-US 1 span I No cantilevers 10/12 slope Thursday, April 24, 20.08 13:10 Build 91 ' File Name: broy.bcc I'D Job Name: Bert Roy, Contractor Description: FB01 Address: Job site: 11 Edmands Rd Specifier. Structural Engineer City, State, Zip: North Abndover, MA Designer. Francis H. collopy Customer: Company: COLLOPY ENGINEERING Code reports: ESR-1040 Misc: Design for Built Up Snow Loads Connection Diagram Disclosure b d Completeness and accuracy of input must 0 be verified by anyone who would rely on aoutput as evidence of suitability for particular • �• • r�}SJL�j Mrr`} J Til � application.Output here based on building Jr �vSSL ,f< ��1425 code-accepted design properties and c ,� analysis methods.Installation of BOISE �Utvs, G Z U G' engineered wood products must be in • • accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2" c= 10" call(888)234-0056 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJS-, Connectors are:1/2 in.Staggered Through Bolt ALLJOISTO,BC RIM BOARD T-,BCI®, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Q��a`Stt 00 yqa� .�01 FRANCIS N. COLLOPY a 20172 •o 6� IIt:YALEl1 w A -Ewiswl Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Thursday, April 24, 2008 12:33 Build 91 � Fite Name: broy.bcc Job Name: Bert Roy, Contractor Description: FB02 Address: Job site: 11 Edmands Rd Specifier: Structural Engineer City, State, Zip: North Abndover, MA Designer: Francis H. collopy Customer: Company: COLLOPY ENGINEERING Code reports: ESR-1040 Misc: Design for Built Up Snow Loads 2 . , - - - - - - - - - - - - - - 05-02-00 B0,3-1/2" B1,5-1/8" LL 1435 lbs LL 6653 lbs DL 832 lbs DL 1725 lbs Total Horizontal Product Length=05-02-00 Load Summary Uve Dead Snow Wind Roof Uve Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Conc. Pt. (Ibs) Left 04-04-00; 04-04-00 6383 1053 n/a 2 Unf. Lin. (plf) Left 00-00-00 05-02-00 330 280 Na Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3634 ft-lbs 18.9% 100% 1 1 -Internal be verified by anyone who would rely on End Shear -3317 lbs 44.3% 100% 1 1 -Right output as evidence of suitability for particular Total Load Defl. L/3509(0.016") 6.8°x6 1 1 application.Output here based on building Live Load Defl. U4978(0.011 ) 7.2% 1 1 code-accepted design properties and Max Defl. 0.016" 1.6% 1 1 analysis methods.Installation of BOISE Span!Depth 4.9 Na 0 1 engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain %Allow %Allow Installation Guide or ask questions,please Bearing Supports Dim.(L x W) Value Support Member Material call(888)234-0056 before installation. BO Post 3-1/2"x 3-1/2" 2267 lbs n/a 24.7% Unspecified B1 Post 5-1/8"x 3-1/2" 8378 lbs Na 62.3% Unspecified BC CALC®,BC FRAMER ALLJOIST®,BC RIM BOARD-, B BCI®, BOISE GLULAMTM,SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed, PLUS®,VERSA-RIMS, Column at Bearing61 zed for bearing , column analysis has not been VERSA-STRAND®,VERSA-STUDS are analyzed only, y performed. trademarks of Boise Wood Products,L.L.C. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. User Notes Header Beam at Rear Wall of House �SM CDMA $ FRANCIS H. COLLOPY 43 20172 44 AL r. AL Double 1-314" x 11-114" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 BC CALC®9.5 Design Report-US 1 span I No cantilevers 10/12 slope ThursdA-Agri 08 12:33 Build 91 File Name: broy.bcc -- —- Job Name: Bert Roy, Contractor Description: FB02 Address: Job site: 11 Edmands Rd Specifier. Structural Engineer City, State, Zip:North Abndover, MA Designer: Francis H. collopy Customer. Company: COLLOPY ENGINEERING Code reports: ESR-1040 Misc: Design for Built Up Snow Loads Connection Diagram Disclosure b d 09 Completeness and accuracy of input must be verified by anyone who would rely on a • �A>r4Af M 5 T fZ output as evidence of suitability for particular 3 / vs S�Gk ��%Vs application.Output here based on building c f /Z �� code-accepted design properties and �} Z a G 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 a minimum=2" c=7-1/4" call(888)234-0056 before installation. b minimum=2-1/2"d =24" BC CALC®,BC FRAMER®,AJSTM, Connection design assumes point load is'top-loaded'. For connection design of'side4oaded'point bads,please ALLJOISTO,BC RIM BOARD-,BCI®, consult a technical representative or professional of Record. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are:1/2 in.Staggered Through Bolt VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. M OF MA�c► a FRANCIS COLLOPY Q 20172 a 4� o T ANAL 80iSE- Double 1-314" x 11-114" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02 BC CALC®9.5 Design Report-US 1 span No cantilevers 10/12 slope Thursday, April 24, 2008 11:54 Build 91 Fite Name: broy.bcc Hf-4 Job Name: Bert Roy, Contractor Description: FB02 Address: Job site: 11 Edmands Rd Specifier. Structural Engineer City, State, Zip: North Abndover, MA Designer.. Francis H. collopy Customer: Company: COLLOPY ENGINEERING Code reports: ESR-1040 Misc: Design for Built Up Snow Loads z 05-02-00 B0,3-1/2" B1,5-1/8- LL 2179 lbs LL 5909 lbs DL 955 lbs DL 1602 lbs Total Horizontal Product Length=05-02-00 Load Summary IUve Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Conc. Pt. Ibs Left 03-10-00 ( t 63 03-10-00 3 8 1053 n/a 2 Unf. Lin. (pif) Left 00-00-00 05-02-00 330 280 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 6705 ft-Ibs 34.9% 100% 1 1 - Internal be verified by anyone who would rely on End Shear -0415 lbs 85.8% 100% 1 1 -Right output as evidence of suitability for particular Total Load Defl. L/2119(0.026") 11.3% 1 1 application.Output here based on building Live Load Deft. L2766(0.07') 13.0% 1 1 code-accepted design properties and Max Defl. 0.026' 2.6% 1 1 analysis methods.Installation of BOISE Span/Depth 4.9 n/a 0 1 engineered wood products must be in accordance with current Installation Guide and applicable building odes.To obtain %Allow %Allow Installation Guide or ask questions,please Bearing Supports Dim.(L x W) Value Support Member Material call(888)234-0056 before installation. BO Post 3-1/2"x 3-1/2" 3134 lbs n/a 34.1% Unspecified B1 Post 5-1/9'x 3-1/2" 7511 lbs n/a 55.8% Unspecified AL CALC®,BC FRAMERS,LJOIST®,BC RIM BOARD-,BAJSTUS, BOISE GLULAMTM SIMPLE FRAMING Cautions SYSTEMS,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIMS, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products,L.L.C. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. User Notes K®r Header Beam at Rear Wall of House Q�.�► c jFRANCIS H. c COLLOPy 20172 '+ Pana 1 of 9 A044 d Fil Hone riinflo tavrMr:",�iy. ,. �i+�pf��rvtF �i 8 14 .' fY Atio�nfrat�r •. Y4 , "� Boar-and of Buildin � g a i a�s and d� St aConstcucbon 5upender dsryisor License License: CS 12698 8tirthdate 7/27/1950 : �rafio_ 2712009 Tr# 16176 Rl. Restr�otion `BERTIN R ROYif .'I95 HAVERHILL METHOEN, MA 01 Commissioner The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a d 600 Washington Street t Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Oei,47 /CO Address: f h i ,� 0, City/State/Zip: Phone.#: Are you an employer?Check the appropriate box: T e of rectreo (required y-,I am a general contractor and I p l ( Q )' 1.❑ I am a employer with 4. ❑ g 6. ❑New construction -,employees(full and/or part-time).* have hired the sub-contractors I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling 1-9 j These.sub-contractors have ship and have no employees 8. ❑Demolition working for me in any capacity. employees and have workers' con insurance.$ 9. ❑ Building addition [No workers' comp.insurance P• required.] 5. ❑ We are a corporation and its 10..El Electrical repairs or additions 3.El officers have'exercised their I am a homeowner doing all work 11.❑Plumbing repairs or additions . myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration.Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains andpenalties ofperju that the information provided above is true and correct Si ature: Date: ® _ Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact.Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employ6rs 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,cororation or other legal entity, an two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver ortrustee 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,opera'te.a business or to construct buildings in the commonwealth for any .: applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may 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 permittlicense 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 Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MMA 02111 Tel. #617-727-4900 ext 406 ar 1-877-MASSAFE Revised 11�22-06 Fax# 617-727-7749 www.mass.gov/dia Bert Roy Custom Builder 195 Haverhill Street Methuen, Mass. 01844 Home Improvement Registration# 105393 License and Insured 978-975-1222 James Noble 5-12-07 11 Edmand Road 978-686-1782 North Andover, Mass. 01845 Addition Includes: Build 16'-0 X 22'-0 addition as per plan Building Permit New 200 Amp service All necessary plumbing for heating Mount A/C unit in wall Crush stone pit for drainage Not included: A/C unit or installation Vinyl siding removal or installation for main house Hot top driveway Rear cement pad area We propose hereby to furnish materials and labor-complete In accordance with the above specifications, for the sum of: Sixty-seven thousand eight hundred fifty dollars $ 67,850.00 Payment to be made as follows: Fifteen thousand on ordering materials Twenty-five thousand on starting day and balance as needed Au horized signature .. Signature .. Note: Prices may change if work is to be done in 2008 Homes-Additions-Decks-Remodeling-Kitchens and Bathroom Replacement windows and doors-Hardwood floors Ceramic tile-Wallpapering-Stained and leaded windows etc. � ' Town of North Andover � ZONING BOARD --�� APPEALS �Un' PH^od|O.E�. C�^n,� E8o`P�c6��. r»"��=»� of tORTH |G"h,n|[ Byers,Esq. (k-rk , ��` ��P r� C0 David R. vr»wr, � � Thm`ru |l �po6m n ' � Didmd}i \�U '- / mxovn Argo Dmicl S. Umr^.[,q. CHUS Any appeal shall hofiledwithin Notice oYDecision (2O)days after the date nffiling Year 2007 o[this notice inthe office o[the Town Clerk,per Mass. Gen. L. oh. 4OA , §17 Pro erty at: 11 Edmands Road NAME: James& Priscilla Noble HEARING(S): � North Andover, MA 0 1845 TYPING DATE: September 20,2007 The North Andover Board of Appe-als held a public hearing at its regular meeting in the Town Hall top floor meetin room, 120 Main Street,North Andover, MA on Tuesday, September 11','2007 at 7:3)0 PM upon the , (Map 20 Parcel 5^/'North ux««voc » anque � in g uu/m«nmonu| YunanoehnmSeution7' ' (Lm \'�J 7'2`(St�cLpr»»�ge), 7.] (YmdO��huok),and Table 2o[the Zoning Bylaw for relief v/ lot area,«n«ct�«n�gu`�»ot, left,and hghtside setbacks inorder to«ono�uctusingle-story rear uddi6m\and for uSpecial Permit hnm8eodonV, 9ucugmph02o[the Zoning Bylaw in order Nextend u —rc_oxiobn�^ non-�vx/v"mn&xzruu�ur000upre'exixbng`non-conforming lotSaid premise affected ioproperty with frontage ontboVoatoidoofBdmandoRoadvithinthcR-4zooingdi=triot Legal notices were sent to all names on the abutter's list and were published in the Eagle-Tribune,unewspaper o' general circulation inthe Town o[North Andover,unAugust 27JSeptember 3'20O7. � The f011owing voting members were present: BUcn P. McIntyre,Joseph D. � ~ LuUmxmo' Albert P. Manzi, U|' David R.. ~.. ,�."�.w/mu M. vux/ancourt. The following non-voting were present: Thomas S. 8o�mc. D. {ppo hound Upon u"motion by Richard M. Vui!|uncourtund2"byDavid R. Webster,the Board voted to GRANT dimensional imensi» nu |,"^^="'e//vo»00000 /, Paragraphs 7 | (Lot Area), 7.2(St(Street Frontage), 7'3 (Yard Setback),&Table 2 for relief »f7'j69uq'ftlot area, for relief of42, street frontage, for relief uyl0.6` front setback, for relief o[8'7` left side setback,and for relief vf/0.2, right sideaothuok from the requirements ofthe Zoning Bylaw inorder to construct a proposed single story rear addition; and GRANT a Special Permit from Section 9, Paragraph 9.2 of the Zoning Bylaw in order to allow a pre-existing, non'uonKnrmingbuilding tobcextended hyasingle story rear addition onupu- ^i^ ns."""'cv/ vnn/ngmtpec Site: I I Edinands P-4 "A 10845 MA Assessors Site Plan Title: Board of Appeals Plan, I I tamands Road,North Andover MA., Assessors Map 20 Parcel 5 1,prepared for,James and Priscilla Noble, I I Edmands Road,North Andover, MA.-.Date(& Revised Dates): July 10,2007, Revised July 17,2007 Registered Professional David Alves, P.L.S. #45454, Benjamin C.Osgood,Jr. R. P. Civil Engineer Land Surveyor: #4589 1,New England Engineering Services, Inc., 1600 Osgood Street,pugc | o[3 Town of North Andover TmNI, :1, 1 ,tamp ZONING BOARD OF APPEALS \.lhc•.rt la. ;\lanzi 111,Esq. (1wirwan Ellen P. McIntyre, 67rr-C hairmanOF µORTi Richard 1. Byers,Esc. clerI- "`D I � lowph I). i.a(:,rasse L [uC e L i1 111 id R.\\ebstc•r _ :lsso:iat;;W mberc * y I1u?m:u D. ippolito Richard M. Vaillancourt. °gA7f° .PP"y y l:lnlel S. liraese, 1-scl. Building Plan Title: Proposed Addition Floor Plan, 1 I Edmands Road, North Andover, MA, Assessors Map 20, Parcel 51,prepared for, l I Edmands Rd Realty Trust, 1 1 Edmands Road,North Andover, MA 01845 By: g New En land En meerin England � Services Inc.,Engineering 1600 Osgood Q� g d Street, Buildm ..0 Suite�- � to., 64, North Andover, MA 01845 Date: Jul 18,2007 Sheet/Drawm - Sheet 1 of 1 Voting in favor: Ellen P. McIntyre,Joseph D. LaGrasse, Albert P.Manzi, III, David R. Webster,and Richard M. Vaillancourt. The Board finds that owing to circumstances relating to the specific soil,topography,and shape of 1 I Edmands Road(Map 20, Parcel 51)affect this land but does not affect the Residential 4 zoning district in which it is located,a literal enforcement of the provisions of Paragraphs 7.1,7.2,7.3,&Table 2 would involve substantial hardship, financial or otherwise,to the petitioner. The Board finds that the first North Andover Zoning Bylaw is dated 1943 and that Map 20, Parcel 51 was created as part of a 1923 subdivision,registered as North Registry District of Essex County plan#881313 on January 21, 1925 and the Assessor's Property Card lists 1940 as the year I 1 Edmands Road was built. The Board finds that 19 abutters on I l parcels signed the petition in favor of the plans for the proposed addition.and finds that there was no written or spoken opposition. The Board finds that desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the North Andover Bylaw. Also,the Board finds that the applicant has satisfied the provisions of Section 9, Paragraph 9.2 of the zoning bylaw and that the granting of this Special Permit for a single story addition shall not be substantially more detrimental than the existing structure to the neighborhood. The Board finds that 11 Edmands Road(Map 20, Parcel 51)is an appropriate location for a single story addition to an existing single-family dwelling in order to provide ground floor accommodation for a family member and that the single story addition as developed will not adversely affect the neighborhood,as stated by the abutters. The Board finds that there will be no nuisance or serious hazard to vehicles or pedestrians;off-street parking for 2 vehicles is provided and adequate and appropriate facilities will be provided for the proper operation of the proposed use since the existing single family dwelling is connected to water,sewer, and utilities. The Board finds that the single story addition to I 1 Edmands Road is in harmony with the general purpose and intent of this Bylaw. Page 2 of 3 1600 Osgood Street,RUildiiic 20-Suite 2-36,North Andover.Massachusetts 01545 Phone-978-688-9541 Pay-978-655-9542 AVeb-www.to\inotixorthandovcr.com Town of North Andover n~,.':lr,rkT..tsm.p ��7�� o�� - .~~^^`~^`~" ~~^�o��' ~^~ APPEALS «�o��^o Albert P. >/moiIH,Lj9. ("hair'll^ [U,.P.uc111tv,e, / tkORTH ' Richard � D�nJ�} [�� °�OT �� °— �� L, � LA,risse - '' `—' '-" uw D*,JD' Webster � Az°val'xlembuz � Tlu"*nIl |yyo6m K�6^n }i \�36n"xx � . .~ ~. Dxlli, S. Bcxw,Esq. Note: |.This decision shall not hoineffect until ocopy ofthis decision isrecorded a[the Essex County RruiaU�of Deeds,Northern District m cYu1dh�upp|ioun 'm�xpcnm�� Z� Thr� nbngofthnVur�ncnand/orSpooia| Permit ~ requested bvthe applicant does not necessarily ensure the granting ofuhui|din�permit usthe applicant mumuhidr hvaUapplicable|ocu[ st�c,and f�dom| building codm � undgu|aLionn' priork/thcixouunucofubui|dingpermituo required hvthe Inspector oyBuildings. Furthermore, i[the rights authorized hvthe Variance are not exercised within one(|)year o[the date o[the grunt ituhul| !upm:,and may be re-established only after nioc, and unew hearing. Furthermore, ifuSpecial Permit ' granted under the provisions contained herein shall be deemed to have lapsed after a two(2)year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may here-established only after notice,and unew hearing. ppeals rt P. Manzi, 111,Esq.,Chairman Ellen p. McIntyre, Vice Chairman Joseph D. LmGumao David R. Webster Associate Member Richard M. \/ui||uncourt Decision 2007-017. M20P5\. Page 3of 3 nw- ... ...................:.............:..............................._,.._. x � , G I i r 1 p 'T y , j ell 16 1 � � V •{ v�'` t ti,...•pY:m�i+n+rara"!•iww.'� E � .« �§ ' � R « w M � r .- M.. ..xi,r, 4P1 ,....,� .,.ak�•.r,y �y i'? 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