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HomeMy WebLinkAboutBuilding Permit #379-2016 - 25 MATHEWS WAY 5/1/2018 NoBUILDING PERMIT �� ato DrH 6 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION b �4w y^0 Permit No#: Date Received 'ti9p�RArgo AC US Date Issued: 7 IMPORTANT: Applicant must complete all items on this page �1 LO AT ON / Ala ( .f F' Print PROPERTY OWNER TTv� ® 4a Print 100 Year Structure yes MAP PARCEL: ZONING DISTRICT: Historic District yes Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building XWO family [I Addition or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other El Septic [I Well Floodplain 0 Wetlands ❑ Watershed District El 0 Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: 4157-04 le-1 C�9 11/1 de, Identification- Please Type or Print Clearly OWNER: Name;n f 7;�o tj <T (,L Phone: �7 Address: '2 Contractor Name: q,00/0ViPne: �7 ✓�G ��/ `7� Email: Address: 7 L zflio Supervisor's Construction License: CS--Q �7 Exp. Date: 2 1 201 Home Improvement License: Exp. Date: ARCHITECT/ENGINEER -�o //l�i`//1�off�_ Phone: Z7 3 7 ��/1-/9 Address/6,0 Azn i r l l���y � Reg. No. 7 -- FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ YO F-000 FEE: $ '/ D'6 Check No.: 31 Receipt No.: 'a q 90G NOTE: Persons contracting th unregiste ed c tractors do not have access to the guaran f n Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOS Public Sewer ( Swimming Pools El Art ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e U FORM PLANNING & DEVELOPMENT Reviewed On J 25'-I 5 Signature_ COMMENTS /6 AM DE-F ' ybYev Pl&& &tted 3 i CONSERVATION Reviewed on 463 r Si nature COMMENTS �-A HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments 9 S G Water& Sewer Connection/Signature& Date � Driveway Permit 000 Town Engineer: Signature: Located 84 Osgood Street 111 FIRE 6__"ID ergo ite=yes , �$ 5 �,ono ` r pst nes .� #tLOcated at1�24Ma nStreetF `- ` '* FreDepartmentsig ature/to '�C®MMENTS" , Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions., L/ Total land area, sq. ft.: 7 7 5- ELECTRICAL: 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 foricku Call Email p P DateTime Contact Name Doc.Building Pennit 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 Building Permit Application 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 Doc:Building Permit Revised 2014 Location f 7 ,�`/� �c�l � GtJ�*`1/ No. 0/6 Date 1;2-T /41- • - TOWN OF NORTH ANDOVER . �PCertificate of Occupancy $ Building/Frame Permit Fee $ l 041 a it—51 Foundation Permit Fee $ Other Permit Fee $ TEID TOTAL $� Check# ~ LA n Budding Inspector 294.06 M I r��-A V.p V ',,N I Location tip L'JC, .1 No. �� _ O\t `� , Date k • - TOWN OF NORTH ANDOVER Certificate of Occupancy $2 Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check 3 1 Building Inspector r Ot NORTM qti F A o r Fr SSACHOSES CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 379-2016 on 9/23/2015 Date: March 28, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 25 Mathews Way MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Steve Smolak 25 Mathews Way North Andover, MA 01845 b f Building In ector Fee: $100.00 Receipt: 30163 Check : 317 . . wn � � : . ver . .. - _ 0 h ver Mass oLAK A- COC NICH2 WICK 7�ADRATE D S U BOARD OF HEALTH 4 Food/Kitchen PERMIT T LD Septic System E�t �se�ig�sAfe BUILDING THIS CERTIFIES THAT .f �� Foun ation V ` er S/ has permission to erect .......................... buildings on t� � �.......��::...1.�1:�!-r.. '' .11.�. ough' V to be occupied as ...............1.. `5-.:... ,.,..,.�.-,,..........(l.C.. .. .................................... Chrmney provided that the person accepting this ermit shall in ede respect conform to the terms of the application p p p 9 p ►Y p_ pp � on file in this office, and to the provisions of the Codes and By-LaWs-gelating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. P UMBINGJNSP T .3 �� VIOLATION of the Zoning or Building'Regulations Voids this Permit. Rough, Final 3 /-0 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Service ................. .. :... ..: ................................ BUILDING INSPECTOR NSPE TO Occupancy Permit Required to Occupy Buildinz Rough - � ��� Display in a Conspicuous Place on the Premises — Do Not Remove Final �� 3 lb I p Y p No Lathing or Dry Wall To Be Done FIRE DEPARTMEN Until Inspected and Approved by the Building Inspector. Burner Street N072 Smoke Deter r 4 /ri!i' �J '-- *,� _ l ,+ / %. �.i �i ��, C PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH, 03841 978-852-7207 Building Air-Tightness ir-Tightness Test Form Customer Information: Building &Test Conditions: Name: _y7n n lam/ 97,(- Address: ;ii �� / Date: City: State/Zip: ( (� Phone: Email: Time: Billing Address: (if different from above) Street: RA� Floor Area(ft2): City/State: Comments: Test#1 Depress: Press: Test#2 Depress: Press: Pre-test Baseline Pressure: Pa Pre-test Baseline Pressure: Pa Bldg Press. Flow Ring Fan Press Flow Bldg Press. Flow Ring Fan Press Flow (Pa) Installed (Pa) (cfm) (Pa) Installed (Pa) (cfm) so Post-test Baseli Pressure:_I ' (Pa) Post-test Baseline Pressure: (Pa) Fan Model/SN: �s "I�11 D1�� Fan Model/SN: Results: Results: CFM50: CFM50: ACH50: ��� ACH50: l PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH, 03841 978-852-7207 Duct Leakage Test Form Client Information Building Information Name: TiT SeIZ*A Address: Addre . City/State/Zip: . City/State/Zip: A � � . ® Test Date: a.,e- .�"�� Phone: Test Time: U Email: [Point of Construction: 0 Rough Final System #1 System #2 Location: Location: Type of Test: Total/0 to Outside Type of Test: O Total/Oto Outside Approx. Floor Area Served: Approx. Floor Area Served: CFM Leakage at 25pa: CFM Leakage at 25pa: Approx. Leakage for Single System*: Approx. Leakage for Single System*: System #3 Combined Results '` Location: Total Conditioned Floor Area: 6o sq.ft. Type of Test: 0 Total/0 to Outside Leakage Limit: /6% Y! 00/, 12% Approx. Floor Area Served: Leakage Limit: 96 cfm@25 CFM Leakage at 25pa: Combined Leakage": fl 5 cfm@25 Approx. Leakage for Single System*: 12009 IECC Compliance: Pass 0 Fail *Approximations for single systems are for diagnostic use only. **Total combined duct leakage is required for 2009 IECC Compliance. Te 4I c ify that this test preformed in c mpliance with applicable standards. s er's Signatur Date PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE • "� .,a, HAMPSTEAD, NH, 03841 978-852-7207 Duct Leakage Test Form Client Information '' Building Information Name: Address: Addre,, City/State/Zip: j f/1 City/State/Zip: D � /a/ Test Date: �►����1 b 1 Phone: Test Time: /0'K Email: Point of Construction: 0 Rough Final System #1 System #2 Location: Location: Type of Test Total/0 to Outside Type of Test: O Total/Oto Outside Approx. Floor Area Served: �. Approx. Floor Area Served: CFM Leakage at 25pa: CFM Leakage at 25pa: Approx. Leakage for Single System*: Approx. Leakage for Single System*: System #3 Combined Results ��}} Location: Total Conditioned Floor Area: Cl` � sq.ft. Type of Test: 0 Total/0 to Outside Leakage Limit: /6% b O j8 0 (�12% d Approx. Floor Area Served: Leakage Limit: cfm@25 CFM Leakage at 25pa: Combined Leakage**: � � cfm@25 Approx. Leakage for Single System*: 2009 IECC Compliance: Pass 0 Fail *Approximations for single systems are for diagnostic use only. **Total combined duct leakage is required for 2009 IECC Compliance. ce ify that this test as preformed in co pliance with applicable standards. Tester's Signature Date T PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH,03841 978-852-7207 Building Air-Tightness Test Form Customer Information: Building &Test Conditions: Name: 11 ._ t I /7"-7 Address: �j .." - r Date: City: � / State/Zip: Phone: •� � Time: , Email: Billing Address: (if different from above) __11 RAM e�' Floor Area(ftz): 96� �t./ Street: City/State: Comments: Test#1 Depress:_ Press: Test#2 Depress: Press: Pre-test Baseline Pressure: 'Pa Pre-test Baseline Pressure: Pa Bldg Press. Flow Ring Fan Press Flow Bldg Press. Flow Ring Fan Press Flow (Pa) Installed (Pa) (cfm) (Pa) Installed (Pa) (cfm) so Post-test Baseline Pressure: 1 -cl (Pa) Post-test Baseline Pressure: (Pa) Fan Model/SN: ,Pc"Ct2c fI OinFan Model/SN: Results: Results: CFM50: CFM50: ACH50: '�J ACH50: r ' ORTy ,,%-ED "�� �0 _ APPLICATION FOR CERTIFICATE OF OCCJPANCYANSPECTION •pp ea w<ewcw`4 °RTEo nPa �y BUILDING PERMIT# R`SS,eyCHU58� ADDRESS/LOCATION OF PROPERTY:„1�& L�c� -/ Map j . Parcel Lot Number SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: Olt TO CLOSING DATE IS REQUIRED FIVE(5)DAYS NOTICE PRI O ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE-STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. A-PPLICANTSIGNATURE Permit Issued to: Address: 7 C d��'� S 1� D�D d�s� ./1/f Cl/ yj ROUTING TOWN ENGINEER, SITE PLAN—DRIVE-WAY REVIEW CONSERVATION PLANNING DPW-WATER METER SEWER CONNECTION C DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DPW SIGNATURE File:Application for OC form revised Jan 2007/2011 Of'keRT{(1N s •r "19 ��35•9C H11St CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 379-2016 on 9/23/2015 Date: March 11, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 27 Mathews Way MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Steve Smolak 27=Mathew-s_W--ay --- - North Andover, MA 01845 Building Inspector Fee: Pre Paid $100.00 Receipt: 29406 Check : 136 �10RTy t U 0 t _ p APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION °R^TEo BUILDING PERMIT CHus�� y ADDRESS/LOCATION OF PROPERTY: l s �!✓w Map -- Parcel Lot Number SUBDIVISION: :G DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE(5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORD AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE-STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPPLICANT SIGNATURE Permit Issued to: Address:,;�C 2 ,�1'' /�P 4T—,�,/aioy+� ROUTING TOWN ENGINEER, SITE PLAN—DRIVE-WAY REVIEW 3 -q- 16 CONSERVATION IJ ° PLANNING 3 DPW-WATER METER 0" SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW SIGNAT[JRE File:Application for OC form revised Ian 2007/2011 � T PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH,03841 978-852-7207 Duct Leakage Test Form Client Information Building Information Name: 27F SG/ (U J/ CZ(f Address:29 C Address: /2/G . (.C� GrJGi City/State/Zip: © � City/State/Zip: (...1,2 Test Date: Phone: Test Time: `t iC)S PA Email: Point of Construction: O Rough Final System #1 System #2 Location: ' D Location: Type of Test. 1fl Total/O to Outside Type of Test: O Total/O to Outside Approx. Floor Area Served: gg Approx. Floor Area Served: CFM Leakage at 25pa: CFM Leakage at 25pa: Approx. Leakage for Single System": Approx. Leakage for Single System*: System #3 Combined Results Location: Total Conditioned Floor Area: 9X sq.ft. 6 N Type of Test: O Total/O to Outside Leakage Limit: r�Q, � 6% /� 8% 12% Approx. Floor Area Served: Leakage Limit: 1701)— cfm@25 CFM Leakage at 25pa: Combined Leakage**: cfm@25 Approx. Leakage for Single System*: 2009 IECC Compliance: Pass O Fail r *Approximations for single systems are for diagnostic use only. **Total combined duct leakage is required for 2009 IECC Compliance. I c ify that this to s preformed in compliance with applicable standards. Tes ' Signatur Date PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH,03841 978-852-7207 Building Air-Tightness Test Form Customer Information: Building &Test Conditions: Name: �Q SIV 7tiFn Sr Address: Date: '&6'16 City: elf i State/Zip: Phone: 1 C) , Q J Time: Email: Billing Address: (if different from above) SAM Floor Area(ft2): Street: City/State: Comments: Test#1 Depress: Press: Test#2 Depress: Press: Pre-test Baseline Pressure: v Pa Pre-test Baseline Pressure: Pa Bldg Press. Flow Ring Fan Press Flow Bldg Press. Flow Ring Fan Press Flow (Pa) Installed (Pa) (cfm) (Pa) Installed (Pa) (cfm) Post-test Baseline Pressure: d' (Pa) Post-test Baseline Pressure: (Pa) Fan Model/SN: Fan Model/SN: Results: Results: CFM50: CFM50: ACH50: elli.• � ACH50: r 1 NORTH Ver W' ' :c ' No. 31 Cl C, h ver Mass le O LAKG cocN�cNew�c� �1' ADRATED S V BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT ............. ...:, Y � ty:-R, BUILDIGI ..................................... .........�...................`� C(14 has permission to erect .......................... buildings on gl.a`.R7... j�......... �d::� � /� i i�•� .�..!. °:'` ... .T..:::. �/I o .��`. Gough �' Z4... to be occupied as .............. ... ��...�.� �..........�l..C�' . ..... ........... . p .. . ...................... himneY provided that the person accepting this permit shall in e4ery respect conform to the terms of the application �., ina 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. `' PLUMBINGNSPECT ° - Rough .3 �`� �� ' VIOLATION of the Zoning or Building Regulations Voids this Permit. Final 3 [0 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS oug 'g'/' Service ...............q ��.. ................................ r� -I C BUILDING INSPECTOR Fin YC� -3110 GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough .Display in a Conspicuous Place on the Premises — Do Not Remove Final P � No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street N07? Smoke Deter Ale lg'�7he 'a'o' gf Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): MOP Window 0.30 Door 0.30 2t-q o-'v:uo--•-. Heating System.--&7-,. efzr e---a Cooling System: e,), Water Heater. 0 Name: Date: Comments PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH,03841 978-852-7207 Duct Leakage Test Form Client Information Building Information Name: � 11 ?11/1 Address: Address: �� �� City/State/Zip: City/State/Zip: Test Date: 0 Phone: Test Time: 9,' u� P Email: Point of Construction: 0 Rough Final System #1 System #2 Location: Location: t Type of Test: 'O,`Total/0 to Outside Type of Test: 0 Total/0 to Outside Approx. Floor Area Served: gg Approx. Floor Area Served: CFM Leakage at 25pa: S9 CFM Leakage at 25pa: Approx. Leakage for Single System*: Approx. Leakage for Single System*: System #3 Combined ResultsIn (� Location: Total Conditioned Floor Area: . a ' ?30 sq.ft. LAO '\ Type of Test: 0 Total/0 to Outside Leakage Limit:Z6% 1 8% 12% Approx. Floor Area_Served: Leakage Limit: L7 01)-- cfm@25 CFM Leakage at 25pa: Combined Leakage**: cfm@25 Approx. Leakage for Single System*: 2009 IECC Compliance: `0 Pass 0 Fail *Approximations for single systems are for diagnostic use only. **Total combined duct leakage is required for 2009 IECC Compliance. I c ify that this test as preformed irk compliance with applicable standards. [// j() J/�J� 1; J�L6' ! t..! 11+ � Tes errs Signature V Date n .. . x PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE +� HAMPSTEAD, NH,03841 978-852-7207 Building Air-Tightness Test Form Customer Information: Building&Test Conditions: Name: 11 (/t t lv,�✓J L.0 (_ Address: P/Y�' l•!-�Y �' Date: City: State/Zip: 0/ Phone: logos ~ Time: Email: Billing Address: (if different from above) Street: Floor Area ff): City/State: s Comments: �j A1. Test#1 Depress: Press: Test#2 Depress: Press: Pre-test Baseline Pressure: .- Pa Pre-test Baseline Pressure: Pa Bldg Press. Flow Ring Fan Press Flow Bldg Press. Flow Ring Fan Press Flow (Pa) Installed (Pa) cfm) (Pa) Installed (Pa) (cfm) 16c) M) Post-test Baseliriq Pressure, 'U' (Pa) Post-test Baseline Pressure: (Pa) Fan Model/SN: MEMO I L'Y— I W6 Fan Model/SN: Results: 9 1 d Results: CFM50: CFM50: ACH50: �� ACH50: Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost 408,000.00 m $ - $ 4,896.00 Plumbing Fee $ 612.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 612.00 Total fees collected $ 6,220.00 25 and 27 Mathews Way 379-2015 on 9/23/2015 Two family Condex r -i NORTH - : :. .c . : ver O No. C _ ( t = - h ver, Mass, o� > �acoc KIc Ml WICK y1' s RATED U BOARD OF HEALTH Food/Kitchen PERMIT T D/ Septic System THIS CERTIFIES THAT ��d� � p�� � Yt fi 1C BUILDING INSPECTOR .................................................................................. ... ............ .................. has permission to erect .............. . ......... buildings on o..��.�7...�Vla.¢!?,C:ae x..........6a Foundation /� �/�� p Rough to be occupied as ...............J.: 644)... Z_-KIWI /f--/........... .. .�.7�.................................... Chimney provided that the person accepting this permit shall in every respect conform 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. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service 4 ................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz 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. r REScheck Software Version 4.6.1 Compliance Certificate Project Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,632 ft2 Glazing Area 10% Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Lot 3 Mathew's Way North Andover, MA Compliance: 5.1%Better Than Code Maximum UA: 217 Your UA: 206 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies , Ceiling 1: Flat Ceiling or Scissor Truss 816 49.0 0.0 0.026 21 Wall 1:Wood Frame, 16" o.c. 1,856 21.0 0.0 0.057 92 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 142 0.300 43 Door 1: Solid 60 0.190 11 Door 2: Glass 40 0.300 12 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 816 30.0 0.0 0.033 27 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to me 012 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements I' din the REScheck In ection Checklist. Name-Title Sig ture Date Project Title: Report date: 09/09/15 Data filename: C:\Users\Martha\Desktop\2011\Smolak- Lot 3 - Mathew's Way.rck Page 1 of 8 a pf NORT:qH 32 el.e�.••,'e ppC 40 '�y ^+reo'r•49 SS CHU CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 379-2016 on 9/23/2015 Date: March 28, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 25 Mathews Way MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Steve Smolak 25 Mathews Way North Andover,MA 01845 Building In ector Fee: $100.00 Receipt: 30163 Check : 317 rt - - - - - - -- s — - T - - FO UNDA TION A S-BUIL T WETLANDS DELINEATED BY SEEKAMP ENVIRONMENTAL LOCATION: LOT 3 MATHEWS WAY FLAG 11 FLAG 12 FLAG 13 NORTH ANDOVER MA. _ _ -�► FLAG 6 FLAG 5 _ DATE: OCTOBER 28, 2015 SCALE: 1"=30' �LAG 10 \ '2 1 FLAG 7 �FL 4 ZONING DISTRICT: R-4 1 MINIMUM SETBACKS: LAG 9 / FRONT YARD = 30' DRAINAGE 1 SIDE YARD = 15' FLAG 8 EASEMENT FLAG 3 REAR YARD = 30' I CERTIFY THAT THE FOUNDATION IS LOCATED ON THE L 0 T 3 \ GROUND AS SHOWN. 29, 935 S.F. 3°0 � � 1�L �Q O _FLAG 2 n -7' FLAG 1 LOT 2 -► � „ `< _ 1 + (Jd I v I DrSRC�NE I 0-O +�hNQ \ No.2 r 0-919 Co- a A �� p 65.0, � Q � DATE: CA rn PREPARED BY 14-7'a� ENGINEERING & S UR VEYING -� - LOT 4 SERVICES 70 BAILEY COURT HAVERHILL, MASSACHUSETTS 01832 GRAPHIC SCALE TELEPHONE: (978)-556-0284 0 30 60 IN CONJUNCTION WITH ( IN FEET ) 1 inch = 30 ft. � -2� NEPONSET VALLEY SURVEY G � s .NORTH ANDOVER ZONING . ss 4ARD OF PPEALS w lop— � L dr JL APPROVED 20 L,p,WRE�C�OR1 FOR REGISTRY OF DEEDS USE ONL Y N15 �v .�4 DRAINAGE QT 3 EASEMENT 6 L 2,775 S.F. LnCE U�, x•212 �" S2' F N/F LAWREN j MUNICIPAL AIRPORT LST 2 � ` uo as �E .0 10 cR lt4rolo con L=17'.28 � � � CA T N e L=14.14DWEW „� . ► i 15.a S8o 4' fl�ti` ,ZONING TAELE: ZONING DISTRICT R4 REQUIRED PROVIDED MAX. HEIGHT 35 FEET 32.92 FT LOT AREA 12,500 S.F. 28,775 S.F. GRAPHIC SCALE SCALE: 1"=40' LOT FRONTAGE 100 FT 139.33 FT FEET 40 0 20 40 MIN. FRONT SETBACK 30 FT 30.2 FT mod JM 11 MIN. SIDE SETBACK (L) 15 FT 96.8 FT RECORD OWNER: MIN. SIDE SETBACK (R) 15 FT 15.0 FT ASSESSOR MAP 52, LOT 65 STEPHEN MA THEWS MIN. REAR SETBACK 30 FT 65.6 FT 288 SUTTON STREET NORTH ANDOVER, MA 01845 RIDGE HEIGHT TO FIRST FLOOR = 30.42' FIRST FLOOR TO AVERAGE FINISHED GRADE — 2.50' '7 HEREBY CERTIFY THAT THE PROPERTY LINES TOTAL BUILDING HEIGHT = 32.92' SHOWN ON THIS PLAN ARE THE LINES D1WDING �T 3 .� �, 11 EXIS77NG OWNERSHIPS, AND THE LINES OF THE STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY PLff P 011 ZAW ESTABLISHED, AND THAT NO NEW LINES FOR LOCATED IN DIWSIONG OWNERSHIP OR FOR NEW WAYS ARE SHOOF IWNNAND THIS PLAN CONFORMS TO TIME NORTH ANDOVER,VERs MASS. RULES AND REGULA77ONS OF THE REGISTRY OF DEEDS" (ESSEX COUNTY) I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA TION, AND BELIEF, THA T PREPARED FOR THIS PLAN WAS PREPARED IN ACCORDANCE STEPHEN SMOLAK WITH THE RULES AND REGULATIONS OF TME REGISTERS OF S. SCALE. 1 "= 40' DATE. JULY 13, 2013 Mmm BY s�fl N SULLIVAN E'NGINE'ERING GROUP, LLC 4 22 MOUNT VEMON ROAD �P BOX"FORD, MA 01921 .�°". OFEsSyc (978) 852--7871 4AND SU�� SHEET N®. 1 OF 1 SC07T L. GILES, PLS DATE � t . I { III 00 00 as o0 it Do 0011 a o ❑ z � rn 0 r m 0 > ❑ III I III �N� o I oo as � z DO DD f DD DO I�I i o0 as II � II p kA OF 1f��ssgC, ROBERTALA( tiG RRST FLOOR TO RIDGE I O MASYS v r; iNo.29174 �q a /l c DRAWN 134: , f PROPOSED NEW TWO FAMILY CONSTRUCTION M��a o LOQ" 3 - MATHEWS WAY BRADFORD, MA, 01835 i� (978)3748719 NORTH ANDOVER, A. 1" 1 t 1 V m ffiE� m r m co z g ROBERT ALAN• MASYS U � No.29174 Q Q D D(�v4lUN BY: PROPOSED NEW TWO FAMILY CONSTRUCTION MARTHA M J�INNI5 N o LOQ" 3 - 1"L4tHEWE WAY BRADFORD,MA. 0183-S o NORTH ANDOVER, MA. (c378)374-87113 ul . l r Y Jill rn rn m 0 z OF tm4A . O�v ROBERT N. �'`•� cn No.29174 rt - �' PROPOSED NEW TWO FAMILY CONSTRUCTION MARTHA M INNIS 0 LOT 3 - 1'�,�tHEWS WAY BRADFORD, MAA. 01835 O NORTH ANDOVER, MA. (978)374-87M to t� 12' 24'— r I' 7'-4" I' F �� ° 6/ Z t is t e� — 1 ca lJ oo 12"CONC. FILLED SONOTUBE r—————— _ WITH ATTACHED"E9GFOOT" I I 1O' FOR FRONT PORCH, 4'BELOW GRADE,TYP. BULKHEAD I I I I I SHEET I I I I I I I I I I --� L-- -- -- -------------------------- -----J L_� I Z ir— -- ---------- -- — ----� r--------------------- --- —� I O I ' 10"CONC. 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AT TOP PLATE ARCHITECTURAL SHINGLES I/2" EXT. PLYWD.SHEATHING �'Lf� 0� op ENDOF NEACH HURRICANE TYP ANE CLIP 2X10 ROOF RAFTERS Vkvoo (y Q "� 2X8 BLOCKING Q t-- BETWEEN RAFTERS T CONNECT WITH(3) 8d TOE NAILS TO PLATE � P2 2X8 COLLAR TIES®37'a SLOPE CUT-NAIL WITH(5)12d O R=49 FIBERGLASS BATT INSUL U CONT. MTL. DRIP EDGE CONT,SCREENED SOFFIT VENT �(1 VINYL SIDING V 1/2" EXT. PLYWD.SHEATHING r S� HOUSEWRAP EQUAL TO"TYVEK" 2X6 STUD WALL®16"OC 3/4" T4G PLYWD. SIBFL00R U R=21 FIBERGLASS INSUL, 2X10 FLR. JOISTS 16"O.C. ^' O S� O TYPICAL WALL SECTION < R=30 FIBERGLASS O O 3-1/2"STEEL LALLY COL i--► 8� 10"GONC, FOUNDATION WALL ON 30"X15"CONC.FTG. 20"XIO"CONC,FOOTING O 4"CONC, SLAB JL NOTE: O ANCHOR BOLTS SHALL BE 1/2"DIA. ®6'O.C.,NOT MORE THAN 12" FROM CORNERS. BOLTS SHALL EXTEND 6"GRAVEL W/ OL A MIN, OF 7" INTO CONCRETE POLY VAPOR BARRIER AUGUST 10, 2015 v ALL WOOD USED FOR DECK AND FRONT PORCH CONSTRUCTIONJS� TS 3 < SHALL BE PRESSURE TREATED 10' USE 6X6 POSTS AT SONOTUBES IF] 2X8 6 16"O.C. WITH SIMPSON ABL"BASE WITH � r �y 1/2"ANCHOR BOLTS AND PAIR C T h SIMPSON AC6 OR ACEro CAPS u F—WJ CV m :�r O 12' 2X10 m 16"oc,,— oOr 2X10 6 16"O.C. 4 it 9' 13' 2X4 WOOD STUDS,16"O.0 FIRESTOPPED TOP AND BOTTOM 5/8"GYP. WALLBOARD I/2" THICK PLYWOOD CONNECT WITH 8d NAILS 6 6"Or- AT CAT PANEL EDGES AND 12"OC AT LVL HE AT INTERIOR SUPPORTS GARAGE DOOR 2X8 m 16"O.C. CONNECT TOP PLATE TO RIM BOARD WITH 16d 6 6"OG (2 r--_-:]E42X8 16"O.C. CONNECT RIM TO TOP PLATE (3y1Xg WITH 8d TOE NAIL 6 6"oG FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN s 3-1/2" THICK GLASS OR MINERAL FIBER BATT INe JL I HOUR RATED PARTY WALL 11 ANWUL 263 - DESIGN NO. U341 2XIo 16"o.G. 2X10 6 16"O. FIRE RATED WALL ASSEMBLY SHALL BE CONTINUOUS FROM THE FOUNDATION TO THE UNDERSIDE OF ROOF SHEATHING 2X 12 1 ( J 1 VOIE FRAME SIMPSON HURRICANE CLIP END OF EACH RAFTER,TYP (5)16d NAILS CEILING JOIST TO RAFTER TYP.AT TOP PLATE 9'-ro 14'-ro" 14'4o"--��— 1 ATTIC FLOOR FRAMING PLAN ROOF FRAMING PLAN AUGUST 10, 2015 MARTHA MACINNIS PROPOSED NEW TWO FAMILY CONSTRUCTION 58 REGENT AVE. LOT 3 - 1"IATHEWS WAY BRADFORD, MA,A. 01835 (978)374-8719 NORTH ANDOVER, MA. �n iso ,• DECK SIDE HOUSE SIDE CID �gTS SIMPSON H2.5A N (3 1/2" DIA, SIMF`5ON FOR LENGTH OF HURRICANE CLIP z HDG THREADED ROD FLOOR JOIST 1/2"PT PLYWD, SPACES TO Q c/) WITH NUT AND WASHERMATCH WIDTH OF POST � N F" -- 1` BEAM- PAIR OF LPCZ CAPS jn n SEE PLAN DTT2 ALLe4MfCONN NEC O TO BE 7s> MAX USE ONLY FASTENERS �kvpioo SPECIFIED FOR THESE �v SIMPSON DTT2 CONNECTORS ' DECK POST WINDOW SILL ALL LUMBER TO BE CONNECTIONS IF APPLICABLE PRESSURE TREATED NOTES: I. REF,8502.2,2,3 IRC 2009 SIMPSON 2, DTT2 TO BE CORROSION PROTECTED PER A-23 CLIP ANGLE SIMPSON AND PRESSURE TREATED LUMBER RECOMMENDATIONS GIRDER 3, SEE SEPERATE DECK LEDGER CONNECTION DETAIL SEE PLAN ' SIMPSON CAP/BASE 4, FLASHING AND WATERPRGOFING BY OTHERS 5. MIN, 2 CONNECTIONS-I EACH END OF DECK 1/2"PT PLYUA7 EC/.FOR 6X6 POST UNLESS OTHERWISE NOTED ON FRAMING PLANS - SPACER,g BC4 FOR 4X4 POST OR REQUIRED BY DECK DESIGN SIMPSON LUS210% JOIST HANGER DECK LATERAL LOAD CONNECTION POIRCN DETAILS 6X6 POST O SIMPSON ABU66 FOR 6.POST _1 5/8"DIA. ANCHOR BOLT U w� V 1 4 O Ll10"DIA.TUBE r 24"DIA, BIG FOOT v _� Vl UNDISTURBED SOIL O R41L O OIC OIC O,C I OIC 3 4" SPACING SPACING SPACING SPACING 4" 1 4" 3, SIMPSON $ zoo 2X6 PAIR AC CAPS D, 6X6 POST O O +/ 4" L u II-3/ d) SIMPSON ABUT BASE CONNECTORS: 3-5/8"FASTEN MASTER LEDGER LOK 60 F.F DECK LOAD O (O,C.)ON CENTER SPACING r �I 8'-WTO IO'WIDE 5"OC Z PRECAST CONCj2Ef 10'-1 TO 12'WIDE 4"CC 4-zr PIER OR EQUAL 12'-1 TO 14'WIDE 4"a REFER TO FASTEN MASTER TECHNICAL BULLETIN + e DECK LEDGER TO RIM JOIST FOR + INSTALLATION PROCEDURES AND AUGUST 10, 2015 OTHER REQUIREMENTS TYf=. SECTION DECK LEDGER CONNECTION HEADER TO EXTEND HEADER SPl.10E, OVER WALL PANEL IF REQUIRED II II II I IV 7/8" MIN i i i i i i r N "NLA t l I I I I t l 3"WIDTH z 2" 0 a CONNECT PLATE TO HEADER WITH 2 ROM IOd e 17'OG ry 0 SIMPSON LSTA24 STRAP AT EACH END OF OPENING ON INSIDE FACE OF WALL OR CS 18 GAUGE COIL =Z STRAP 12"LAP LL x� Q CONNECT PLATE TO HEADER WITH 2 ROWS 16d SINKER ZZ NAILS A 3"OC w L= (2)2Xb PT SILL BLOCKING FOR SHEATHING !� SILL SEAL 4'ABOVE TOP OF FOUNDATION- CONNECT WITH(3)16d SINKER NAILS 0(LL CONNECT STUDS WITH 2 RCVS IOd NAILS 6 4"OC I-5/8"ANCHOR BOLT LATH f5a"X340 WASHER PLATE A307 BOLTS 7"B- IT SIMF SON STH 14 STRAP PLACE STH STRAPS IN POUR TIE HOLD DOWN AT EACH 24" MIN. OR USE 51MPWN HOLD DOWN HUD END OF WALL PANELS PLACED AFTER POUR WITH DRILLED EMBENDMENT 14' IN CONCRETE 1/2"D.THREADED ROD WTH 7"E"BEDf9ENT GROUTED HILTI HY 150 COORDINATE WITH GARAGE DOOR ROUGH OPENING DOUBLE GARAGE DOOR FRAMING REQUIREMENTS - LVL PORTAL FRAME 1/2" =11-0 FV7' 3"OG SHEATHING EDGES a3°OG . . . . . . . . . . . 1 1 . . . . . . . . . . . r a . . . . . . . . . . . H J . l •I I 11 •I 1 11 J I I I .II II .II II 11 II l l I I 3 ROM ed NAILS s @°OG I I I I• 7 I I I '11 II •II II. 41 II •i I I I, 'I I I'I •I I I I' •II it •11 II' JI II' ,I 1 I I' .I I I I• I I I I• I I I I• I I I I• 7 1 I I. 'I t 11. 'I I 1 I, SF�.4IHING 11 I I II II II 11 II II' l l l l• CONNECT SHEATHING TO HEADER - I I I r SPLICE LOCATION I I I F II II' -11 II II If• l i l b WITH ed COMMo9N NAILS IN 1 1 I l l t t 11 I I, 3"OC GRID PATTERN AS SHOW) 1 1 I I I 11 II II 11 11 I II J t----_!l J t-- -�I. J ------J I. J C--_-r.•'1 l J t-- rcy L J r.=-rc'!l .I r-----�I l r-----�f• l r-----�I 11 I I CONNECT SHEATHING TO ALL STUDS, l l l l I I 11 l I I l PLATES,SILLS AND BLOCKING •1 i I l WITH 2 ROUTS 8d COMMON NAILS Nil I Ii t I I• 1 1 I I' •I I I I ®3"OC 1 1 I.I• I I I I• 11 II it II. II II. i 'll II II 11 11 11 •II II II 11' II 11• .II II II 11• II 11' I I 1 1 I R8'EAT FOR I I I I II 11. .II II ABLE 002 11 II •II II II II 11 I I' •I I I I II I1• •I1 I1 •I1 II 11 II. ,II fl JI II II II II II II 11 II II' 'II II 11 II I I I I• •I I I I y I I I ,����•�"QF�r1p�'fs 11 I I. .I I I I •I I I I tea`, ROBERT ALAN' DOUBLE DOOR ® MASYS SHEATHING REQUIREMENTS 1/2"=11-0 No.29174 Q PROPOSED NEW TWO FAMILY CONSTRUCTION °A N M INNIS 58 F@EGENT AVE. o LOT 3 — 1`1J4THEWS WAY E3RADFO , MA. 835 NORTH ANDOVER, 1„1,4, (c378)374-8719 BRCED WALL PANEL CONNECTIONS GYPSUM WALL PANELS CONSTRUCTION ,�gETTS METHOD GE3 5RACED WALL PANEL ADDITIONAL CONNECTIONS FOR ALL EXTERIOR WALLS 602.10 ALL OTHER NAILING NOT SHOWN TO BE IN CONFORMANCE WITH CONTINUOUS STRUCTURAL PANEL SHEATHING TABEL 602.3(1) OF THE - METHOD C-6-LISP MASS CODE 8th EDITION >> @� ALL OTHER NAILING NOT SHOWN ��O'Woo TO BE IN CONFORMANCE WITH d TABEL 602,30) OF THE MASS CODE 8th EDITION 8d(2.5"X.135")TOE NAILS m io"OC PER BLOCK I _ I NOTE: � TYPE W OR WALL GYPSUM BOARD LAID HORIZONTALLY REQUIREDDOES NOT REQUIRE HORIZONTAL BLOCKING AIR SPACE SCREWS m 7 OG PER ASTM C1002 WITH MIN. PENETRATION OF 5/8"TYPICAL SEE PLANS AND SECTIONS 2X BLOCKING FOR HURIGANE CLIPS AND l3)8d m b"OG 8d TOE NAIL CEILING RAFTER CONNECTIONS m 6"OC (3)8d PER BLOCK CONNECT DRYWALL WITH TOE NAIL 2X BLOCKING TYPE W OR S SCREWS m 12"OC 3 2X4 BLOCK DOUBLE JOIST (3)16d NAILS UNDER INTERIOR PER ASTM 1002 WITH MIN OR BEAM (3.5"X.135") PARTITON WALL PENETRATION 5/8"TYPICAL EVERY 16" CONNECT WALL/ROOF SHEATHING WITH 8d m 6"OC PANEL EDGES AND 12" INTERIORS - JOIST SPAN V, 8d TOE NAIL m 6"CG ad m 6 OC + RIM JOIST TO PLATE 2 x BLOCKING m 16"OG PARALLEL TO ALTERNATE ATTACHMENT le-1A. AT SUD RIM TO FLOOR FRAMING PERPENDICULAR TO 1 3/4"STAPLES AT 3"OC AT FIRST JOIST PANEL EDGES AND 6"C✓ AT INTERIORS 2X4 BLOC NOTE ALL HORIZONTAL (3)16d EVERY 16"OCOF BRACEDWALL INTO SHEATHING JOINTS BE JOIST/BLOCKING NAILED WITH 8d m 6""CC TO BLOCKING UNLESS OTHERWISE NOTED ON FRAMING PLANS Sdm6"CC 8d m 6"OC RIM BOARD JOIST SPAN TO PLATE TYPICAL MIN. 24"WOOD YPSUM BOARD STRUCTURAL YPSUM BOARD GYPSUM BD. PANEL AT INSTALLED IN CORNER ACCORDANCE I/2" A307 ANCHOR BOLT WITH CHAP,7 2 ROWS PERPENDICULAR TO PARALLEL TO RETURN WITH NUT AND WASHER FLOOR FRAMING 16d®12"or OOR 16d m 12"CC 16d m 12"OG 3-1/2" MIN. 12"MAX FROM (3-1/2"X.131) (3.1/2"X,131) COORDINATE (}I/2"X.131) END AND MAX 6'-0 OG EACH PLATE WITH GARAGE OE AS SHOWN ON DRAWINGS MIN, 2 BOLTS/WALL PLATE SHEATHING DOOR FRAMING BLOCK SHEATHING NAILING MIN.24"WOOD DETAILS 8d NAILS-2 1/2"X 0.113" NAILING STRUCTURAL 16d NAILS-3 1/2"X 0.135" PANEL AT CORNER RETURN OUTSIDE CORNER DETAIL INSIDE CORNER DETAIL GARAGE CORNER DETAIL CONT. SHEATHING MIN. CORNER FRAMING DETAILS AUGUST 10, 2015 DRAWN BY: PROPOSED NEW TWO FAMILY CONSTRUCTION MARTHA 58 REGENT AVE.IS LOT 3' I 1�U"1,4T>} Y EWS WAY BRADFORD, MA, 01835 1978)374-8719 NOR IyH ANDOVER MA,