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HomeMy WebLinkAboutBuilding Permit #1092-15 - 15 STONEWEDGE CIRCLE 5/1/2018 BUILDING PERMIT of"O RT 6"+ TOWN OF NORTH ANDOVER i'2 h 't- "'^ =6 APPLICATION FOR PLAN EXAMINATION = i C°41 Fcoc 1. Permit No#: ,�_ - �S Date Received °RwrEo " c5 �SSACH►15�� Date Issued: C IMPORTANT:Applicant must complete all items on this page LOCATION I J S��"`R-tr`��C�, e"MtA Print PROPERTY OWNER Z�c� lc.� I Print 100 Year Structure yes Ono MAP PARCEL: / ZONING DISTRICT: Historic District yes Machine 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 `T� p'Flootlplain: Wetlands1Natershed�®istnctt Ir 'Water/Sewe`r-- _ -- DESCRIP ION OF WORK TOE PERF RMED: �\ tip �dy�,MVY ��� �.r c u. �,..n•r�r� c� �c 5il r-�/ den ation- Please Type or Print Clearly OWNER: Name: ?,,. ' i k�llzle-""II Phone:g77& .. Address: Contractor Name: e6c-,� &,J .. Phone: a7 G 50-C- -9-23 T Email: II Address: a 1 N, Gg> Supervisor's Construction License: W�C�2S 9Q S Exp. Date: �a Home Improvement License: Exp. Date: - S m o2Q K If ARCHITECT/ENGINEER P4 Phone: Address: Reg. No. FEE SCHEDULE;BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ ' 1. b b-OO FEE: $ Check No.: �00 7 Recei No.: °? � NOTE: Persons contracting with unregistered contractors do no have access to 4 guaranty fund r - - - . 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. ❑ Penuanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on (e24 IS' Si nature / COMMENTS <'ov'J WEALTH Reviewed on Signature COMMENTS l i Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes planning Board Decision: Comments Conservation Decision: Comments Nater& Sewer Connection/signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street _ tF,I+RE DEPAR�T1111ENT` Temp'Du`mpsterxon;sitey�e5t_ ,, n "h '' # ttLo ted at 1$24 M " .' ,,Fire Depart�ment�signature/date��1M ,,..;..L •,''` *r�.":Y r-••�..+�. G®MMENT�S;. '�� f L 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 Call Email Date Time Contact Name Doc.Building Permit Revised 2014 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 4� Building Permit Application 4. Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses 4; Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: 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/Cross Section/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 . OTE: 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 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: 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 Doe:Building Permit Revised 2014 Location ^)"10"'e " No. `�5 Date i • - TOWN OF NORTH ANDOVER _ Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ -` � Other Permit Fee $ TOTAL $ �, Check#�G d 28964 wilding Inspector NORT�y own of E'T nd over o No. soh ti ver, Mass, 61 ,/- COCNICKtWICK 7,95 RgTE0 U BOARD OF HEALTH Food/Kitchen PER MIT T LD/ Septic System ��fJ J` BUILDING INSPECTOR THIS CERTIFIES THAT ............................................... n Foundation has permission to erect ... .. ..... .. .......... buildings on lS... ..l.Ci:` r. .r �'.F.... �:..G..E............ Rough to be occupied as .......... ..'.!..c� .f1/. .. �."tri/.:...../ .. <.:St��e........................................................ Chimney provided that the person accepting this permit shall in every respeaCconform to the terms of the application Final on file in 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. / ,j- 7 �6�of, PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO ARTS Rough Service Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building 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. Smoke Det. ...........:..............:..............:...........................i,.............:......................._..I..........................t t ' ..... ...... ...... ..... ..... ...... .............................:......................_....,............... i ! E I t i ' t 1 ..........................:...................•...................<......................... ......................)...,.......................:..........................i..... ...... t .... .........................C.............L..........................1.............i.............°..... i ....... 's. ...... ...... .................................. ...... ...... ._. ...... ...... ...... .................... ................... ..... ; ! 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' .. ...., , C-- S- G EUIVAS SiIIUC'TUM F.NGINEEI SG LW Daniel L.;Gelinas,P.E. / - 579A North End Blvd. Salisbury, MA 01952-1738 6,n,n A AIJ)p d v 6 i Phone 978.465.6436 (Fax 5160) Qroject:Mazzocchl 15 Stonewedge Circle North Andover MA job 15166JT ��� ^.., _. .,,Dan L.Gelinas PE[ph 978.465.64361 Location:Multi-Loaded Multi-Span Beam 1 `Gelinas Structural Engineering LLC P. / Multi-Loaded Multi-Span Beam 579A North End Blvd [2009 International Building Code(2005 NDS)] • '�w� Saiisbury,MA 01952 1.5 IN x 9.25 IN x 15.67 FT(10.7+5) - #2-Southern Pine-Dry Use StruCalc Version 9.0.1.7 t�: 6/24/201510:21:00 PM Section Adequate By:22.9% Controlling Factor.Moment DEFLECTIONS Center $jghj LOADING DIAGRAM Live Load 0.10 IN 01287 0.18 IN 20678 Dead Load 0.02 In 0.01 in Total Load 0.11 IN 01117 0.19 IN 2U646 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:0240 REACTIONS A Live Load 2 _ib 621 lb . Dead Load 2 Ib 199 lb Total Load 360 Ib 821 Ib Uplift(1.5 F.S) 45 Ib 0 Ib Bearing Length 0.42 in 0.97 In BEAM DATA Center 13w Span Length 10.67 ft 5 ft 10.67 ft 6 ft-� Unbraced Length-Top 0 ft 0 ft Unbraoed Length-Bottom 10.67 ft 5 ft Live Load Duration Factor 1.00_.� Notch Depth 0.00 UNIFORM LOADS Center E= MATERIAL PROPERTIES Uniform Live Load 54 pff 54 pif #2-Southern Pine Uniform Dead Load 14 pif 14 plf Base values Adjusted Beam Self Weight 3 pif 3 ptf Bending Stress: Fb= 750 psi Fb'= 614 psi Total Uniform Load 71 pif 71 ptf Cd=1.00 CI=0.77 CF=1.07 Shear Stress: Fv= 175 psi Fv = 175 psi Cd=1.00 Modulus of Elasticlty: E= 1600 ksi IT= 1600 ksi Min.Mod.of Elasticity: E_min= 580 ksi" E min'= 580 ksi Comp.-L to Grain: Fc--L= 565 psi Fc-1'= 565 psi Controlling Moment: -891 ft-Ib 10.67 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)3 Controlling Shear: -464 ib 11.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: j3n�d Provided Section Modulus: 17.41 in3 21.39 ln3 Area(Shear): 3.98 int 13.88 int ✓ Moment of Inertia(deflection): 36.81 In4 98.93 in4 Moment: -891 ft-Ib 1095 ft-ib Shear: -464 Ib 1619 Ib Ar DPAN:EI_ L. �h GEL iNAS Ots STRUCTJRAL ul , iJ 1. 11994 :41 ••- e4 AV,en Job 1516 June 24, 2015 pfdJect:Mazzocchi 15 Stonewedge Circle North Andover MA job 15166 Dan L.Gelinea PE[ph 978.465.6436] Lz-f Location:double channel Gelinas,'$* al Engineering LLC �► 9 n9 Multi-Loaded Multi-Span Beam t,' _a 579A North End Blvd [2009 International Building Code(AISC 14th Ed ASD)] '"' "� 'Salisbury,-MA 01952 A36 C8x11.5 x 12.5 FT Section Adequate By:73.2% StruCelc Version 9.0.1.7 6/24/201510:25:03 PM Controlling Factor.Moment DEFLECTIONS )enter LOADING DIAGRAM Lire Load 0.23 IN U644 Dead Load 0.03 in Total Load 0.311 IN 1.1503 Live Load Deflection Criteria:L/240 Total Load Deflection Criteria:L/240 REACTIONS a 0 Live Load 2500 Ib 2500 Ib Dead Load ,� 697 Ib 697 Ib Total Load 3197 Ib 3197 lb Bearing Length 0.94 in 0.94 in BEAM DATA Center Span Length 12.5 ft Unbraced Length-Top 0 fthaft Unbraosd Length-Bottom 12.5 ft STEEL PROPERTIES C8x11.5-A36 UNIFORM LOADS Center Properties: Uniform Live Load 400 plf Yield Stress: Fy= 36 ksi Uniform Dead Load 100 pif Modulus of Elasticity: E= 29000 ksi Beam Self Weight 12 pif Depth: d= 8 in Total Uniform Load 512 plf Web Thickness: tw= 0.22 in Flange Width: bf= 2.26 in Flange Thickness: tf= 0.39 in Distance to Web Toe of Fillet: k= 0.94 in Moment of Inertia About X X Axis: Ix= 32.5 in4 Section Modulus About Axis: Sx= 8.14 in3 Ab Plastic Section Modulus About X-X Axis: Zx= 9.63 Ina _1t ' Design Properties per AISC 14th Edition Steel Manual: Flange Buckling Ratio: FBR= 2.9 Allowable Flange Buckling Ratio: AFBR= 10.79 Web Buckling Ratio: WBR= 27.84 q Allowable Web Buckling Ratio: AWBR= 106.72 4^ Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 2.59 ft /' 6,,•"/g Nominal Flexural Strength w/safety factor. Mn= 17299 ft-Ib t Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 27.84 Limiting height to thickness ratio for eqn.G2-2:hAw-iimit= 63.58 Cv Factor: Cv= 1 Controlling Equation: G2-3 Nominal Shear Strength w/safety factor. Vn= 22764 Ib Controlling Moment: 9990 ft-lb 6.25 Ft from left support of span 2(Center Span) i Created by combining all dead loads and live loads on span(s)2 �^ -- v � Controlling Shear: 31971b (,� At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s tJA OF?,I,;� Comparisons with required sections: $ Provided Moment of Inertia(deflection): 15.5 in4 32.5 in4 DANT EL L. Moment: 9990 ft-Ib 17299 ft-lb GELINAS Shear. 3197 lb 227641b STRUCTURAL No 33334 1 Job 1516 June 24, 2015 ) North Andover MIMAP 15 stonewedge June 22,2015 f, pz 4-1 ta .a .. w .,�, �;tar � � �.• rl I �Q I �¢ t a r asx 1 H • �t t#` ✓,y a Fr F .�•fi • � � t.x,. � {j, Y t.•. .fit ��"�T��a>a.'� ���,; _ Interstates —I —SR Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83, Roads ` Meters Data Sources:The data for this map was produced by Merrimack r NORTH Valley Planning Commission(MVPC)using data provided by the Town of Easements at"'t oto .�0 Environmental Affairs/MassGIS.The information depicted on this map is "l Parcels 3' _ L for planning purposes only.It may not be adequate for legal boundary O - 9 definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING # - * THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY i. i _ ^ # OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT >F o �� # ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF o�t��o..�t.Fj THIS INFORMATION SSA�NUS� 1"=24ft I Back River Development 231 North End Boulevard Salisbury, MA 01952 (978) 852-3733 Contract To: Rich Mazzocchi Date: June 22,2015 Re: Renovations of Deck 15 Stonewedge circle N. Andover,MA Scope of services Back River Development will be responsible for the following: - Demolition o Remove all existing decking and rails o Remove angled portion of deck entirely - Framing o Replace damaged deck joists on existing deck - Decking o Install all new Trex hidden fastener Saddle colored decking - Rails o Install all new Transform rail system o Install 5"posts throughout with base and cap TOTAL COST $9,800.00 Terms and Conditions 1. Contractor agrees to furnish all necessary labor, materials, tools and equipment to complete the work outlined in the scope of services. 2. Contractor shall provide copies of a valid builder's license and proof of liability and workers' compensation insurance prior to commencement of any work. 3. Contractor agrees to complete the Scope of Services in a timely, professional manner in accordance with the specifications set forth by the architect and engineers,and in compliance with state and local building regulations. 4. Contractor agrees to clean all debris from construction only and to keep job site in a clean and workable condition at all times 5. Homeowner shall be responsible for any costs occurring from engineering or architectural plans and site work and any costs incurred from permitting, zoning board of appeals, planning or DEP. 6. Any costs incurred from hazardous materials found during construction are the responsibility of the homeowner 7. Homeowner is responsible for contacting utility companies for disconnect and new hook ups, cable,telephone,gas and electric and any costs that results from these services. 8. Manufacturers' warranties will be turned over to the homeowner and become the homeowner's responsibility to file and pursue any defects or problems that may occur. 9. Any materials, products, or labor not specifically mentioned in scope of services is not covered under contract and will be paid for out of allowance fund or billed to homeowner 10. Homeowner is responsible for any price increase in materials prior to signing of contract 11. Homeowner (not lender) is ultimately responsible for payment upon completion of services and receipt of invoices PAYMENT SCHEDULE The payment for the contract will be as follows 0 60/o upon execution of contract 51,800.00 20%upon completion of framing 29000.00 0 20/o upon completion of project 2,000.00 WJL Rich Mazzocchi,Homeowner William J. Fe 's, Back River Development A00® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 6/23/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER GUNIAUT NAME: M P ROBERTS INS AGCY INC HONE Ell: (978) 683-8073 FAX 1060 Osgood Street E-MAIL A/c,No:(978)683-3147 ADDREss:danielle@mprobertsinsurance.com North Andover, MA 01845 INSURERIS) AFFORDING COVERAGE NAIC# INSURER A:MERCHANTS INSURANCE GROUP INSURED BACKRIVER DEVELOPMENT, LLC. INSURER B: 231 NORTH END BLVD INSURER C: SALISBURY, MA 01952 INSURER D:ASSOCIATED EMPLOYERS INS CO 978-852-3733—Bill INSURER E 978-804-9383-Brian INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1, 00,000 CLAIMS-MADE FKOCCUR PREMISES Ea occurrence $ 500,000 X PRIMARY & BOPI080037 06/20/15 06/20/16 MED EXP(Any one person) $ 5,000 A NON—CONTRIBUTORY Y PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY II JE� FILOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED Ea accident $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BOPI080037 06/20/15 06/20/16 A AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED RO TY DAA $ AUTOS Per accident $ UMBRELLA LIAB QCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION - AND EMPLOYERS'LIABILITY X STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE YIN WCC50050142202015A 01/12/15 01/12/16 E.L.EACH ACCIDENT $ 500,000 D OFFICERIMEMBER EXCLUDED? ❑ NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE$$ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION RICH MAZZOCCHI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 15 STONEWEDGE CIRCLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. NORTH ANDOVER, MA 01845 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD25(2014/01) The ACORD name and logo are registered marks of ACORD Massachusetts -Department of Public Safety Board of Building Regulations and Standards License:CS-065005 ! BRIAN A LYNCH= 31 SEVEN STARRD GROVELAND ivy 01834 „. ,.�..1J_,j `` Expiration Commissioner 11115/2015 \_ Office of Consumer Affairs&Business Regafation HOME IMPROVEMENT CONTRACTOR Registration::`173255 Type: Expiration:..'. 072016 individual BRIAN A LYNCH BRIAN LYNCH 31 SEVEN STAR RD ' GROVELAND,MA 01834- -" � �� •� Undersecretary