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HomeMy WebLinkAboutBuilding Permit #695-2016 - 19 MATHEWS WAY 12/8/2015S �IwnlNe BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received IZ 7 1 5 Permit No#: 04-2-61� Date Issued: 12—I SI 1,s IMPORTANT: Applicant must complete all items on this page LOCATION ie -t/ -g Gl/� nt PROPERTY OWNE 7".l NORTH O��ct`'e° ;6gtiC O y' ti.1 �-JTy Print 100 Year Structure yes MAP PARCEL:ZONING DISTRICT: Historic District yes Machine Shop Village yes N TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building ❑ One family ❑ Addition zlfwo or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other D Septic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed District 0 Water/Sewer, DESCRIPTION OF WORK TO BE PERFORMED: y: Identification - Please Type or Print Clearly OWNER: Name: ����i7'/� i� 5'?` -C- Phone: 1��G� Address: 7�1 & , Contractor Name: Address: hone: Supervisor's Construction License: GS 0 21Z 7 G Exp. Date: / / 7 Home Improvement License: Date: ARCHITECT/ENGINEER 112" l` �����i�� u Phone: 97 7 7 dLl!�z Address:14-6 ,A64` g ,37 �lL, ' `/ /P�%a 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: $ rM9 d _FEE: $ Y (M Check No.: IRI? Receipt No.: %� *72� NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fuv, Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSA�I Public Sewer Ir�J/ Tanuinp/MassageBody Art ❑ Swirr ring Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Pennanent Dempster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On �a , Signature_ �I1 COMMENTS R(L U6, SU�Jj✓ rl(U �'5-11. Lar A' KutiT 6t viii corrol fh �CONSERVATION 14 .COMMENTS�R HEALTH COMMENTS Reviewed on I ale) � 1:5, Si Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comm Conservation Decision: Comm Water & Sewer Connectio DPW Town Engineer: Number of Stories: Total square feet of floor area, based on Exterior dimensions Total land area, sq. ft.: ��i�✓h�� 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) Doc.Building Pennit Revised 2014 ,4 v-� ® Notified for pickup Call Email Date Time 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 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 All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) 4- Building Permit Application Certified Proposed Plot Plan 4.. 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? No. Date Check 784 TOWN OF NORTH ANDOVER Certificate of Occupancy Building/Frame Permit Fee�F " Foundation Permit Fee $ Other Permit Fee $ TOTAL $ f Building Inspector -Location No. ` 24 Date`' TOWN OF NORTH ANDOVER Certificate of Occupancy $ 'Building/Frame Permit Fee $ Foundation Permit Fee. $ Other Permit Fee $ TOTAL $ Check # Building Inspector 301.6 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 965-2016 on 12/8/2015 Date: August 4, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 19 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 11 Mathews Way North Andover, MA 01845 s Fee: PrePaid $100.00 Receipt: 29784 Check: 188 a 311 M6�49P AD ,ry c c cv o c � o O a� n as J WEA LJ Y "°.tel u j' a ui CL L 0 W. c z LL ZLLI �.� Z Z z" O ++ U1 V CL J mmw L A .� tom' m or (D r _ (D cni W U) — � 0 LU cc � 1 L ate-+ >. N m C �� •`s\ i a j � u-, z S3 (\\� 1 \ \� `' U. O u_ O CL O N LL N c �! 1 O t f'; LL Y U LL s O a O\`1 Z t u_y� 7 > O N ll -r X11 %g O I.L Z v 7 �, v O W i LL N x co N N c c cv o c � o O a� n as �a a CL L 0 W. c z W CD � t w0 O O � Z O ++ U1 V CL J mmw L A .� tom' m or (D r _ (D cni d O U) — � 0 ca V c t Q CD o CL r- x,00 N I- CL CL MCD .r c rt' c c c F• - Q i i O 'a = d Cu O y O d 2 m W •y 2 •a O O LL to °� c Q = . w W O LU w —~ V V � VO •� i U Q 0-0 0 O F- t a 0 . CL 0 0 Fa I O O E � O z I a CD t/1 •CD � m m CL .L i O woo O �Q � •� Zi O a v J .�0 =z O C •� C 0 101 O a z Z G E CO CO � C// l) `y r, •. z O\`1 Z V W LL xLLJ O .V F Cl) Cl) a z I O O E � O z I a CD t/1 •CD � m m CL .L i O woo O �Q � •� Zi O a v J .�0 =z O C •� C 0 101 p APPLICATION FOR CERTIFICATE OF OCCUPANCY/ANSPECTION T OSA CO<MICM[wKM` 1' T �,9SORATED �Pa��S BUILDING PERMIT # �' S<iCHUSE ADDRESS/LOCATION OF PROPERTY: Map �Parcel Lot Number (o7 - SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED . 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. APPLICANT SIGNATURE Permit Issued to: Address: /)C. ROUTING TOWN ENGINEER, SITE PLAN — DRIVE -WAY REVIEW CONSERVATION PLANNING �er 11512ui1 Dem RtD 706 DPW -WATER METER SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DPW SIGNA File: Application for OC form revised Jan 2007/2011 —1 PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH, 03841 978-852-7207 Building Air -Tightness Test Form Customer Information: Name: Ino o 5 1 LL Address:fc��rt (l City: 'X4 State/Zip:. �� F Y S Phone: Email: Billing Address: (if different from above) Street: City/State: Building & Test Conditions: Date: 1 CJ Time: I L ' M Floor Area (ft2): 93M Comments:'1 �,�� `� ����.^�'�e��ll►� �®�Sl: •(� 1 J Test #1 Depress: N Press: Pre-test Raseline Pressure- J, I IPaI Bldg Press. (Pa) Flow Ring Installed Fan Press (Pa) Flow (cfm) Post-test Baseline Pressure: Fan Model/SN: Results: CFM50: ACH50: (Pa) Post-test Baseline Pressure: C2 ft (Pa) Fan Model/SN: _wm( tp f Results: CFM50: u!'� ACH50: Test #2 Depress: Press: Pre-test Baseline Pressure: Pa Bldg Press. Flow Ring Fan Press (Pa) Installed (Pa) Flow (cfm) Post-test Baseline Pressure: Fan Model/SN: Results: CFM50: ACH50: (Pa) PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH, 03841 978-852-7207 Duct Leakage Test Form Client Information Name: l of ' (/ )n ( / 'Sr% c L Address: %C City/State/Zip: d Phone: �7? Cf Email: System #1 Location: Type of Test:Total / 0 to Outside Approx. Floor Area Served: CFM Leakage at 25pa: Approx. Leakage for Single System*: System #3 Location: Type of Test: 0 Total / 0 to Outside Approx. Floor Area Served: CFM Leakage at 25pa: Approx. Leakage for Single System*: Building Information Address:,, City/State/Zip:, o � ���/ o a yi Test Date: Test Time: Point of Construction: 0 Rough Final System #2 Location: Type of Test: 0 Total / 0 to Outside Approx. Floor Area Served: CFM Leakage at 25pa: Approx. Leakage for Single System*: Combined Results Total Conditioned Floor Area: sq. ft. Leakage Limit:'"X6% \8 %12% Leakage Limit: p� cfm@25 Combined Leakage**: ! � Z., cfm@25 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. that this test was preformed in compliapce with applicable standards. Tedter''Sianature I REScheck Software Version 4.6.2 Compliance Certificate Project Enerrgy'Code:' 2012- fECC Location: North Andover, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,632 ft2 Glazing Area 11% Climate Zone: 5 (6322 HDD) Permit Date: 4 Permit Number: 40 Construction Site: Owner/Agent: Designer/Contractor: Lot 4 D & 19Mathew's`Way North Andover, MA Compliance: 2.8% Better Than Code Maximum UA: 212 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 III!Gross Area Cavity Cont. Assembly or U -Factor UA Perimeter R -Value R -Value 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 93 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E 163 0.300 49 Door 1: Solid 20 0.190 4 Door 2': Glass 40 0.300 12 Floor 1: All -Wood J oist/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 meet the 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements fisted in the REScheck 1 ction Checklist. 1 Name - Title Nte Project Title: Report date: 07/18/16 Data filename: C:\Users\marth_000\Documents\REScheck\Lot 4 - Mathew's Way.rck Page 1 of 8 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre.inspection/Plan Review Plans Verified _ Value Field.Verified . Value complies? Comments/Assumptions & Req.lD 103.1, Construction drawings and Complies 103.2 documentation demonstrate ":❑Does Not [PR1]1 energy code compliance for the .[]Not Observable a building envelope. ❑Not Applicable 103.1, ;Construction drawings and ❑Complies 103.2, `documentation demonstrate ❑Does Not 403.7 !energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. 10 ;Systems serving multiple ,❑Not Applicable ;dwelling units must demonstrate , :compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: 'Cooling: ❑Not Observable lu Manual J or other methods approved by the code official. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: Report date: 07/18/16 Data filename: C:\Users\marth_000\Documents\REScheck\Lot 4 - Mathew's Way.rck Page 2 of 8 I Section # . & RegID Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ❑Complies tFO11]2 � protect exposed exterior insulation Z❑Does Not and extends a minimum of 6 in. below ,❑N�bservable" :grade. EK opApplicable 403.8 SSnow- and ice -melting system controls', omplies [FO12]2 installed. UDoes Not ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Report date: 07/18/16 Data filename: C:\Users\marth_000\Documents\REScheck\Lot 4 - Mathew's Way.rck Page 3 of 8 Section # Framing'/ Rough-In.Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions Req. ID . 402.1.1, 'Door U -factor. U- U- Complies See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FR1]1 '❑Not Observable ❑Not Applicable 402.1.1, Glazing U -factor (area -weighted U- U- Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U -factors of fenestration products.,: ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or Observable :taken from the default table.❑Not ❑N . t Applicable 402.4.1.1 ;Air barrier and thermal barrier ErComplies [FR23]1 installed per manufacturer's '❑Does Not instructions. '❑Not Observable ❑Not Applicable i 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not ' AAMA /WDMA/CSA 101/I.S.2/A440 s ❑Not Observable ;or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC -rated recessed lighting fixtures 'Complies [FR1.6]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm ❑Not Observable leakage at 75 Pa. . ;❑Not Applicable 403.2.1 -- --_ Supply ducts in attics are R- O �. R- ;❑Complies [FR12]1 'insulated to >_R-8. All other ducts R R_ []Does Not in unconditioned spaces or []Not Observable ' outside the building envelope are ❑Not Applicable insulated to >_R-6. 403.2.2 All joints and seams of air ducts, Complies [FR13]1 air handlers, and filter boxes are ,❑Does Not :sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as OComplies tFR15]3 ducts or plenums. ❑Does Not ❑Not Observable ' `�❑INot Applicable 403.3 `HVAC piping conveying fluids R- R- L<IComplies [FR17]2 :above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to >R- []Not Observable 3 :❑ of Applicable 403.3.1 Protection of insulation on HVAC ` Complies [FR24]1 piping ❑Does Not ❑Not Observable ; �❑N t Applicable 403.4.2 Hot water pipes are insulated to R- R- Elcomplies [FR18]2. ,>_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Report date: 07/18/16 Data filename: C:\Users\marth_000\Documents\REScheck\Lot 4 - Mathew's Way.rck Page 4 of 8 U Section Plans Verified Field Verified # . Framing /,Rough -In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are Complies :[FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) J 2 1 Medium Impact (Tier 2) 3 . Low Impact (Tier 3) Project Title: Report date: 07/18/16 Data filename: C:\Users\marth_000\Documents\REScheck\Lot 4 - Mathew's Way.rck Page 5 of 8 Section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req ID 303.1 All installed insulation is labeled . Complies [IN13]2 or the installed R -values ❑Does Not provided. ❑Not Observable ' ❑Not Applicable 402.1.1, ;Floor insulation R value. R- R- Complies See the Envelope Assemblies 402.2.6 Wood ❑ Wood '❑Does Not table for values. [IN1]1 y ; ❑ Steel ; ❑ Steel []Not Observable ❑Not/Applicable 303.2, 'Floor insulation installed per LAComplies 402.2.7 'manufacturer's instructions, and ❑Does Not [IN2]1 'underside in substantial contact with the S❑Not Observable 1, of the subfloor. ❑Not Applicable 402.1.1, Wall insulation R -value. If this is a . R -2—R- ETComplies ;See the Envelope Assemblies 402.2.5, 'mass wall with at least 1/2 of the Wood ❑ Wood ❑Does Not table for values. 402.2.6 [IN3I1 wall insulation on the wall exterior, the exterior insulation ❑ Mass ❑ Mass t Observable requirement applies (FR10). E] Steel ❑Steel 6t Applicable 303.2 'Wall insulation is installed per 1komplies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable []Not Applicable ; Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13.1 Low Impact (Tier 3) Project Title: Report date: 07/18/16 Data filename: C:\Users\marth_000\Documents\REScheck\Lot 4 - Mathew's Way.rck Page 6 of 8 Section # Final Inspection Provisions Plans Verified Value Field Verified Velue ' " complies? Comments/Assumptions &. Req.ID 402.1.1, Ceiling insulation R -value. R- R- '[Complies See the Envelope assemblies 402.2.1, ❑ Wood ; ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.6 E] Steel ❑Steel []Not Observable [Fill' ❑Not Applicable 10) 303.1.1.11 Ceiling insulation installed per "Complies 303.2 manufacturer's instructions. ❑Does Not [F12]' Blown insulation marked every ❑No Observable 300 ft2. OW"Applicable Applicable 402.2.3 'Vented attics with air permeable Ercomplies (F122]2 insulation include baffle adjacent `. ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- Y R- []Complies [FI3]' -insulation >_R -value of the ❑Does Not 'adjacent assembly. ;❑Not Observable ' ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = :❑Complies [FI17]' ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. []Not Observable ❑Not Applicable 403.2.2 Duct tightness test result of <=4 ' cfm/100 cfm/100 ❑Complies [FI4]' cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough -in ❑Not Observable ' tests, verification may need to ❑Not Applicable ,occur during Framing Inspection. 403.2.2.1 Air handler leakage designated ❑Complies [FI24]' by manufacturer at <=2% of ❑Does Not ,design airflow. ❑Not Observable ElNot Applicable 403.1.1 Programmable thermostats ❑Complies [Flg]2 installed on forced air furnaces. -❑Does Not .;❑Not Observable DMA Applicable 403.1.2 Heat pump thermostat installed ❑Complies [F110]2 on heat pumps. ❑Does Not ' ❑Not Observabie ❑Kot Applicable 403.4.1 'Circulating service hot water '❑Complies (FI11]2 systems have automatic or []Does Not ;accessible manual controls. ❑��nt Observable . VJNot Applicable 403.5.1 All mechanical ventilation system ❑Complies [F125]2 `fans not part of tested and listed '❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits. ❑Not Applicable 404.1 75% of lamps in permanent ;❑Complies [FI6]' fixtures or 75% of permanent ❑Does Not .fixtures have high efficacy lamps. []Not Observable Does not apply to low -voltage lighting. ;❑Not Applicable 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 07/18/16 Data filename: C:\Users\marth_000\Documents\REScheck\Lot 4 - Mathew's Way.rck Page 7 of 8 section Plans Verified Field Verified Complies? Comments/Assumptions & RegaD. 404.1.1 :Fuel gas lighting systems have :❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ' ❑Not Applicable 401.3 Compliance certificate posted. :2Complies ]FI7]2 ❑Does Not d' ❑Not Observable ❑Not. -Applicable 303.3 Manufacturer manuals for ®'Complies [FI18]3 mechanical and water heating T❑Does Not systems have been provided. ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 J Low Impact (Tier 3) Project Title: Report date: 07/18/16 Data filename: C:\Users\marth_000\Documents\REScheck\Lot 4 - Mathew's Way.rck Page 8 of 8 - 2012 IECC Energy C4 �j( Efficiency Certificate MO MUM Above -Grade Wall 21.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): a... ; Window 0.30 Door 0.30 .- .. . . . Heating System: `t Cooling System: A Ir /- /P P �.*� Water Heater:��Syb 4.41 . C ,/ 01 Name: Z'` Date: Comments is r oto Ax ov Wks : Date: June 14, 2016 To: North Andover Planning Board RE: #17-19 Mathews Way (Lot 4) Map 52 Lot 71 Board members, The existing dwelling location and topography layout substantially comply with the approved plans. If you have any questions regarding this matter, please feel free to contact me. Patrick Bower, P.E. NOFMq�c3 PA"rrRiCK L. J� BOWER CIVIL 70 Bailey Court * Haverhill, MA 01832 * 978.556.0284 Erag'PYlra S r kes Date: June 14, 2016 To: North Andover Planning Board RE: #17-19 Mathews Way (Lot 4) Map 52 Lot 71 Board members, The existing dwelling location and topography layout substantially comply with the approved plans. If you have any questions regarding this matter, please feel free to contact me. r Patrick Bower, P. E. OF;v`,q�� BowFR J CIVIL �. . G 70 Bailey Court * Haverhill, MA 01832 * 978.556.0284 f NORTH 9 s r �SSAc"LIO CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 695-2016 on 12/7/2015 Date: July 12, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 17 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 17 Mathews Way North Andover, MA 01845 Fee: Prepaid $100.00 Receipt: 29784 Check: 188 91 I CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 695-2016 on 12/7/2015 Date: July 12, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 17 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 17 Mathews Way North Andover, MA 01845 Fee: Prepaid $100.00 Receipt: 29784 Check: 188 ... • f� �o CL 0 0 C Olt J0 < P' O ooQ' a� CL cc E (D P. Lm a s: o 0 = CU w 4)cn oo -0 cc> C E c a ': a z �• A o O G1 a ® c � H 000 06.��o' o : V �cn H c = c •O n��6) 0 w O 2 m O UJ�_ _ -0— o O O •� •Q Rf V: O LU E a W L V O L Im • U as 0-2 �ju9 _ 1� m OL L O O F— m .r O. 0 0 y Z O Z NW id•� w H W a. w ti Q I -M7 d J Q H Y w u E� j a UA 1 a oc z W w _ a \ Z z w CL co Z z`�LL uj a W LU aq 1 LL G) a) m O O. ON LL In 3 O O .0 LL U LL O 0.' LL tU to 7 O N O In LL L0 .7. O OC LL N a+ Y m N Ln • f� �o CL 0 0 C Olt J0 < P' O ooQ' a� CL cc E (D P. Lm a s: o 0 = CU w 4)cn oo -0 cc> C E c a ': a z �• A o O G1 a ® c � H 000 06.��o' o : V �cn H c = c •O n��6) 0 w O 2 m O UJ�_ _ -0— o O O •� •Q Rf V: O LU E a W L V O L Im • U as 0-2 �ju9 _ 1� m OL L O O F— m .r O. 0 0 y Z O Z NW id•� w H W a. w ti Q I -M7 13 13 V -SLED 16l•NO 32 hE ',t H, 6 � '• t APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION e CH °RAUs c1l 5 BUILDING PERMIT # 9SSA�� ADDRESS/LOCATION OF PROPERTY: Map_L2,,�_Parcel 'i Lot Number t/ SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION:_ CLOSING DATE ON PROPERTY: y �, FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED 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. Permit Issued to: g �` % S% Address:z&4.. 7` ado� ROUTING TOWN ENGINEER SITE PLAN —DRIVE -WAY REVIEW CONSERVATION ©4 -7 j<tItk, PLANNING w 7/Wml (k�+� —R►� � llh DPW -WATER METER V 6 K c SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST SIGNATURE File: Application for OC form revised Jan 2007/2011 PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH, 03841 978-852-7207 Building Air -Tightness Test Form Customer Information: Name: �f/ . �� �LC Address: / Gr/ City: C/P- State/Zip: 0 Phone: Email: Billing Address: (if different from above) 1 Street: City/State: Building & Test Conditions: Date: 7b, Time: • It/ Floor Area (ft2):�LJ Comments: PNC TN 4 S Test #1 Depress: I Press: PrP -test RasPlinP PrPssiirP- 0•1, (Pa) Post-test Basel a Pressure: U a ! (Pa) Fan Model/SN: OM2 Tac.O Results: p ` l IV CFM50: Flow Wrn) ACH50:� "7-)j-16 Test #2 Depress: Press: Pre-test Baseline Pressure: Pa Bldg Press. Flow Ring Fan Press (Pa) Installed (Pa) Flow Wrn) Post-test Baseline Pressure: Fan Model/SN: Results: CFM50: ACH50: (Pa) PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH, 03841 978-852-7207 Duct Leakage Test Form Client Information Name: 5-7 �L Address: �C 2 -4)4/k k ,^ City/State/Zip:�;�_ �.�. Phone: Email: System #1 Location:,niemr.T Type of Test: Total /Oto Outside Approx. Floor Area Served: CFivl Leakage at 25pa: Approx. Leakage for Single System*: System #3 Location: Type of Test: 0 Total / 0 to Outside Approx. Floor Area Served: CFM Leakage at 25pa: Approx. Leakage for Single System*: Building Information/ Address: 7 A- �1 e Lt,,j � City/State/Zip�� Test DateL4 I'/& Test Time:, j K Point of Construction: Rough 0 Final System #2 Location: Type of Test: 0 Total / 0 to Outside Approx. Floor Area Served: CFM Leakage at 25pa: Approx. Leakage for Single System*: Combined Results Total Conditioned Floor Area: �7- r q. ft. Leakage Limit: 6% Y' \8% 12% Leakage Limit: 96 cfm@25 Combined Leakage**: 2 V cfm@25 2009 IECC Compliance: NY Pass 0 Fail Approximations for single systems are for diagnostic use only. ** Total combined duct leakage is required for 2009 IECC Compliance. r that this test w ormed in compliance with applicable standards. Date Enter construction cost for fee cal - North Andover Fee Cakulatlon 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 17-19 Mathews Way 695-2016 on 12/8/2015 New Two Family Location 11 ` V�a 4�j "-��`�-�� No. `�_�` Date�ibti{o Check #2-1 v125 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Now , Other Permit Fee `i$'56 '— TOTAL $ Building Inspector 2 LL. m u Y Y a O LL O vY U } a (n 0 vai ? z J m C O Y m a c 7 LL s W 3 d' v c U — f6 LL O V) z z m J a c cn � d' — l6 LL O U 111 M N z J U F- W J W s On 7 d' U i N N LL O F- v a {A N Q c On 7 LL Z LU Q W 0 W 1J. v c CO z Y v N N N D v Y N nm Al CD r ,r E a CD J= F E tm u A. Cc tl4r. P L r +-' Cl) 0 p. r O 0 LU z L9 m Cf) V/ = 0. Cl) �0 z U W r CL Z/1 W U U). Cl) az ti N 0 w ft li O W LOT #4 Mathews Way 9-2-15 KeyBea n N.Andover,M.A. 8:52am IofI CS Beam 4.11.26.1 lar eamEngine 4.11.26.1 MaterialsDatabase 1516 Member Data Description: Garage Header Member Type: Beam Application: Floor left side Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12.5 PLF r Filename: Garage Heade Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform (PSF) Top 0' 0.00" 14' 0.00" 7' 0.00" 40 10 Live Additional Uniform.(PLF) Top a 0.00" 14' 0.00" 0 80 Live Additional Uniform (PSF) Top 0' 0.00" 14' 0.00" 7' 0.00" 30 10 Live Additional Uniform (PLF) Top a 0.00" 14' 0.00" 0 80 Live Additional Tapered (PLF) Top a 0.00" 14' 0.00" 0 80 80 0 Live Additional Uniform PSF Top 0' 0.00" 14' 0.00" 1' 8.00" 55 15 Snow 14 0 0 ir r 14 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall SPF Plate (425psi) 28.000" 2.070" 4618# -- 2 14' 0.000" Wall SPF Plate (425psi) 26.000" 2.070" 4618# -- Maximum Load Case Reactions Used for applying point loads (or Ilne loads) to carrying members Live Snow Dead 1 2707# 442# 1911# 2 2796# 442# 1822# Design spans 9' 7.750" Product: 2,0 RigidLam LVL 1-3/4 x 9-1/2 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0" oc NOTE: Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 111364 21845.# 50% 7.08' Total Load D+L Shear 38604 96424 40% 2.2T Total Load D+L Max. Reaction 46184 580124 7% 14' Total Load D+L TL Deflection 0.2486" 0.4823" U465 7.08' Total Load D+L LL Deflection 0.1481" 0.3215" U781 7.08' Total Load Control: TL Deflection �(M 01-1��SS DOLS: Live=100% Snow --115% Roof=125% Wind=1600/o Design increase in bending 4% assumes a repetitive member use stress: p� ROBERT ALAM.- �N o SYS m ,o WO.29174 9� Q All Product names are trademarks of their respective owners CoPydght (C) 2013 by Simpson Stmng-ne Company Inc. ALL RIGHTS RESERVED. /t "Passing Is defined as when the member, goorjoist, beam orgimeS shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qua0figd designer ordesign professional as required forapproval. This design assumes product installation according to the manufacturers Nf s specifications. Cid Lot#4 Mathews way 9-2-15 MeyBeam N.Andover,M.A. 10:20am lofI CS Beam 4.11.26.1 kmBeamEngine 4.11.26.1 Materials Database 1516 Member Data Description: Garage Header Member Type: Beam Application: Floor Right side Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total 1.000" max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 15.6 PLF Filename: Garage Heade Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform (PSF) Top 0' 0.00" 11' 6.00" 6 6.00" 40 10 Live Additional Uniform (PLF) Top 0' 0.00" 11' 6.00" 0 80 Live Additional Uniform (PSF) Top a 0.00" 11' 6.00" 6 6.00" 30 10 Live Additional Uniform (PLF) Top 0' 0.00" 11' 6.00" 0 80 Live Additional Uniform (PSF) Top 0' 0.00" 11' 6.00" 6' 6.00" 30 10 Live Additional Uniform (PLF) Top a 0.00" 11' 6.00" 0 80 Live Additional Uniform PSF Top 0' 0.00" 11' 6.00" 17' 0.00" 55 15 Snow G 11 6 0 11 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall SPF Plate (425psi) 12.000" 4.181" 9329# -- 2 11' 6.000" Wall SPF Plate (425psi) 12.000" 4.181" 9329# -- Maximum Load Case Reactions Used for applying point loads (or line loads)to carrying members Live Snow Dead 1 3328# 4509# 3451# 2 3328# 4509# 3451# Design spans 9 7.750" Product: 2,0 RigidLam LVL 1-3/4 x 11-7/8 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0" oc NOTE: Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 224971 381734 58% 5.75' Total Load D+0.75(L+S) Shear 7415.# 138611 53% 9.61' Total Load D+0.75(L+S) Max. Reaction 93294 26775.# 34% 0' Total Load D+0.75(L+S) TL Deflection 0.2571" 0.4823" U450 5.75' Total Load D+0.75(L+S) LL Deflection 0.1620" 0.3215" U714 5.75' Total Load Control: Positive Moment 4f4 DOLS: Live=100% Snow=1150% Roof--125% Wind=160% Design assumes a repetitive member increase in bending stress: 4% use �o ROBERT ALAN G� o MAT S R'1 CID 0.29174 ,y All product names are trademarks of their respective owners F /$ �Q Copyright (C) 2013 by Simpson Sbong•Tle Company Inc,ALL RIGHTS RESERVED. "Passing Is defined aswhen the member, Ooorjolsi, beam orgirde5 shown on thisdrawing meets applicable design entente for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualifiaq designer ordesign professional as required for approval. This design assumes product installation according to the manufacturers {� eclfica0ons. Z MIN. BUILDING SETBACK LINE (Typ) LOT 3 t a G P N/F WARREN S07°30'50"E 104.28' LOT 4 IRAINAGE EASEMEN 4,036 S.F. 67.84 79'°F-� S2:*O-1 wXf GRAPHIC SCALE SCALE.1 40' FEET 40 0 20 40 ER: ASSESSOR MAP 52, LOT 65 STEPHEN MA THEWS 288 SUTTON STREET NORTH ANDOVER, MA 01845 "I HEREBY CER77FY THAT THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING EXISTING OWNERSHIPS, AND THE LINES OF THE STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND THAT NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN AND THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS." 1 DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA 770N, AND BELIEF, THA T THIS PLAN WAS PREPARED IN ACCORDANCE W7H THE RULES AND REGULATIONS OF THE REGISTERS OF..DEEDS. SCOTT L. GILES, PLS LOT 5 r'17 FOR REGISTRY OF DEEDS USE ONLY NORTH ANDOVER ZONING ,,o*ARD O&OPPEALS APPROVED , 20— ZONING TAaLE: ZONING DISTRICT:' R4 REQUIRED PROVIDED MAX. �® �..d.....� .� 2.89 35 FEET NI FT S07 30'50"E z of S.F. 24 LJ FT 100.00 a DECK I00 I W FRONT SETBACK 48.0 26.�.sn 30.5 FT PROP. 2 FAMILY SIDE SETBACK (L) 15 C) 'T DWELLING AC MIN. SIDE SETBACK (R) o 25.6' 36.0' � 26.7 0 ZA --�4.0 REAR SETBACK 30 FT A Q FT �' 3 3.5' 1 R=190' A } ' I L-71.07 28.93- LJ I 67.84 79'°F-� S2:*O-1 wXf GRAPHIC SCALE SCALE.1 40' FEET 40 0 20 40 ER: ASSESSOR MAP 52, LOT 65 STEPHEN MA THEWS 288 SUTTON STREET NORTH ANDOVER, MA 01845 "I HEREBY CER77FY THAT THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING EXISTING OWNERSHIPS, AND THE LINES OF THE STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND THAT NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN AND THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS." 1 DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA 770N, AND BELIEF, THA T THIS PLAN WAS PREPARED IN ACCORDANCE W7H THE RULES AND REGULATIONS OF THE REGISTERS OF..DEEDS. SCOTT L. GILES, PLS LOT 5 r'17 FOR REGISTRY OF DEEDS USE ONLY NORTH ANDOVER ZONING ,,o*ARD O&OPPEALS APPROVED , 20— ZONING TAaLE: ZONING DISTRICT:' R4 REQUIRED PROVIDED MAX. HEIGHT 35 FEET 33.17 FT LOT AREA 12,500 S. F. 14,036 S.F. LOT FRONTAGE 100 FT 100.00 FT MIN. FRONT SETBACK 30 FT 30.5 FT MIN. SIDE SETBACK (L) 15 FT 25.6 FT MIN. SIDE SETBACK (R) 15 FT 26.7 FT MIN. REAR SETBACK 30 FT 55.3 FT RIDGE HEIGHT TO FIRST FLOOR = 30.67' FIRST FLOOR TO AVERAGE FINISHED GRADE = 2.50' TOTAL BUILDING HEIGHT = 33.17' PREPARED FOR STEPHEN SMOLA K SCALE: 1 40' DATE. • JULY 13, 2013 PB. R- ED BY SULLIVAN ENGINEERING GROUP, LLC 22 MOUNT VERNON ROAD BOXFORD. MA 01921 (978) 352-7871 SHEET No. 1 OF 1 i 7Q 0 4 m m 0 z 0 ME mmuml son log" ME EM11 0 PROPOSED NEW 7U10 FAMILY CONSTRUCTION LOT 4 - MATNEUJS WAY NORTH ANDOVER, MA. m O n b o Nto 3 b (1 fi N N A N N //E y,- �m11 6UT Ob00 XUT x m W A NOOFFq'3 ROBERT ALAN. MASYS NQA9174 E3 Om Z N3 W m 15-70 cN nt E4 0 DA 7a z I le f E3 pzOp O N r C �3 Ld D �7J N ng x �Aj A c9 O� Tft z %Q rn 7� r rn 0 z q ROBERT ALAN. GN MASYS v � 9 9 N .29174�� PROPOSED NEW TWO FAMILY CONSTRUCTION =TINA M� INNIS 58 REGENT O LOT 4 - MATHEWS WAY BRADFORD, MA. 01835 NORTH, O /� x NDO ERS I Ifs, (978)374 8719 uT f-! m p ^O lul D(o� N fi � � � Q Xv'XXX m cA - E3 pzOp O N r C �3 Ld D �7J N ng x �Aj A c9 O� Tft z %Q rn 7� r rn 0 z q ROBERT ALAN. GN MASYS v � 9 9 N .29174�� PROPOSED NEW TWO FAMILY CONSTRUCTION =TINA M� INNIS 58 REGENT O LOT 4 - MATHEWS WAY BRADFORD, MA. 01835 NORTH, O /� x NDO ERS I Ifs, (978)374 8719 uT f-! m p ^O lul W r— m u m m r m 0 z PROPOSED NEW TWO FAMILY CONSTRUCTION LOT 4 - MA71-IEU1S WAY NORTH ANDOVER, MA. E3 zo 0� NZ DT N 171 zN f -- 3n n 4 � �tt DA 6 m �1 m z DRAWN BY: MARTHA MACINNIS 58 REGENT AVE. BRADFORD, MA. 01835 (978)374-8719 MASYS No. 29174 � Dp N to� 3 w Q m UzUz—,E 8 N N 0 O m 2 X X E3 zo 0� NZ DT N 171 zN f -- 3n n 4 � �tt DA 6 m �1 m z DRAWN BY: MARTHA MACINNIS 58 REGENT AVE. BRADFORD, MA. 01835 (978)374-8719 MASYS No. 29174 � PROPOSED NEW TWO FAMILY CONSTRUCTION L07 4 - MATNEWS IUAl' h10RTl-I ANDOVER, MA. N OF f94s� ® ROBERT ALAN Gcn o MASYS v c' .o No. 29174 o e FSS/ONAIEN� DRA, BY: MARTHA M NNIS 58 RECsENT AvE. BRADFORD, MA. 01835 (978)3748719 'f" i rn 0) m I M z 0 z CJ 0 z r - D� T z O c PROPOSED NEW TWO FAMILY CONSTRUCTION o LOT 4 - MATE JS WAY NORTH ANDOVER, MA.0 ROBERT ALMS . CPN MASYScns —n No. 29174 _ , D BY: ARTHA M (NNIS 58 REGE AYE. E3 MA, 01835 (978)374-8719 !r V_ A � v Ob� N N Qr O 7CJ ® ©� 00 N A N W �8/68 0 0 UL z T 0 i 1 X I yr A w L N A � �--� Oil oll Z a g N LI) A PROPOSED NEW 7U10 FAMILY CONSTRUCTION L07 4 - MAtNEU1S WAY NORTH ANDOVER, MA. ROBERT ALAN o W,ASYS U � 9 � No. 29974® � E)FbViN BY: MARTHA i INNIS 58 REGENT AVE. BRADFORD, MA. 01835 (978)374-8719 OF 4144 ROBERT ALAN $N MASYS No. 29174 /STER�.ra��� c PROPOSED NEW TWO FAMILY CONSTRUCTION M BY: � �MARTI-IAM INNIS N o LOT 4 - 1"I,4T1-� IMUS UJ,4�1' BR. o o"rte, A 01835 NORTH ANDOVER, MA. . (978)374-8719 QD O V" m zru Oz z 0 U < rn_ a E z 4 z z - (J)_ r 70 N w 70 U > �n Z� 3 z7 OF h9gss9 C, ROBERT ALAN. ® MASYS �r v C/ S _ No. 29174 1�1 lilts I Imo' �I��I ' IIII�71 IIIA I� j I�1 OF h9gss9 C, ROBERT ALAN. ® MASYS �r v C/ S _ No. 29174 V m \I m g o A_ �O (zl D�Tm � 1111\�' rr O A O (1 z E n -y p ��77 Z 3l �mrtl7 A'7)1 N O j�I mN 4, (p Z A a �r RUT ELv �3 =p mn z z � O ZEAQ z mAz rh S A m NAW N O 0�3T r�pAm � 2A�0j8oz6�mM;3GZ3AU3 Z m�8MHH q�W �E hm 6 T rAT� rSLi O N 9 Z gym_ rOmN m� Q Z -0 r A pXz m� Z�(3p(�� A n� A� A Q Z 6 (P m N : O n U �3 Z ��nrzz z A��DNN S (lin h i� r D U3 m z AAzn0 App �` T t7+ PROPOSED NEW 7U10 FAMILY CONSTRUCTION LOT 4 - MA71-lEU1S WAY NORTH ANDOVER, MA, DRAU N BY: MARTHA MACINNIS 58 REGENT AVE. BRADFORD, MA, 01835 (978)374,8719 MASYS `J, No. 29174 0 n N fm z w3 A r Az D� r �TF �F I ' � F, A pXz m� Z�(3p(�� A n� A� A Q Z 6 (P m N : O n U �3 Z ��nrzz z A��DNN S (lin h i� r D U3 m z AAzn0 App �` T t7+ PROPOSED NEW 7U10 FAMILY CONSTRUCTION LOT 4 - MA71-lEU1S WAY NORTH ANDOVER, MA, DRAU N BY: MARTHA MACINNIS 58 REGENT AVE. BRADFORD, MA, 01835 (978)374,8719 MASYS `J, No. 29174 1 COORDINATE WITH GARAGE r DOOR ROUGH OPENING 1 DOUBLE GARAGE DOOR FRAMING REQUIREMENTS - LVL PORTAL FRAME 1/211 =11-0 SHEATHING EDGES HEADER TO EXTEND HEADER SPUCE, OVER WALL PANEL IF REQUIRED `�— SIMPSON STHE PLACE STHD STRAPS IN POUR 11 11- 7/8" MIN II 11 II OR USE SIMPSON HOLD DOWN "DW PLACED AFTER POUR WITH DRI I 1/2' D. THREADED ROD WITH 7" EMBEDMENT II II GROUTED HILTI WY 150 12" z 0 .I I 113 II II •I I 1 I• •i I I I ROIIIS 8d NAILS a 12" Ov I I II II• '1 I I'I •I I I I• r= CONNECT SHEATHING TO HEADER .II 1I' •I1 1I: f S WITH 8d COMMO914 NAILS IN CONNECT PLATE TO HEADER I All WITH 2 ROWS IOd s 17' OC j r----. y L LLO SIMP50N LSTA24 STRAP 1 r-----, I• MATES, SILLS AND BLOCKING AT EACH END OF OPENING 'I I I I •I I 11 WITH 2 ROWS ed COMMON NAILS W •II II II II •II II ON INSIDE FACE OF WALL 1 1 11• II I.I. II 11• II II' = .I I 11 11 II' OR CS 18 GAUGE COIL II II it II' I I I I• II II. go II II II II' II II• II jl• LL----- J STRAP 12" LAP •II II II 'Il it •II II .II II LL -----JJ (L Q 0 CONNECT PLATE TO HEADER WITH 2 ROWS 16d SINKER NAILS o 3" OC (2)1X6 PT SILL BLOCKING FOR SHEATHING SILL'SEAL 4' ABOVE TOP OF FOUNDATION - CONNECT WITH (3)]6d SINKER NAILS CONNECT STUDS WITH 2 RWS O IOd NS ® 4" Ov AIL 1-5/8" ANCHOR BOLT WITH 2"X7'X3/W' WASF�R PLATE A307 BOLTS 7" B-E*DMBfr 1 COORDINATE WITH GARAGE r DOOR ROUGH OPENING 1 DOUBLE GARAGE DOOR FRAMING REQUIREMENTS - LVL PORTAL FRAME 1/211 =11-0 SHEATHING EDGES `�— SIMPSON STHE PLACE STHD STRAPS IN POUR TIE HOLD DOW 24" MIN. OR USE SIMPSON HOLD DOWN "DW PLACED AFTER POUR WITH DRI I 1/2' D. THREADED ROD WITH 7" EMBEDMENT END OF WALL EMBEND i T GROUTED HILTI WY 150 1 COORDINATE WITH GARAGE r DOOR ROUGH OPENING 1 DOUBLE GARAGE DOOR FRAMING REQUIREMENTS - LVL PORTAL FRAME 1/211 =11-0 SHEATHING EDGES DOUBLE DOOR SHEATHING REQUIREMENTS 11211=11-0 4EATHI 'LICE PROPOSED NEW TWO FAMILY CONSTRUCTION L07 4 - MA?I-4EU1S WAY h10R7N ANDOVER, MA, 2" MIN IOMINLA 3" WIDTH DRAWN BY: MARTHA MAUNNIS 58 REGENT AVE, BRADFORD, MA. 01835 (978)374-8719 OF p�gsS (° ROBERT ALA, yc MASYS ,� No. 29174 � .I I 113 II II •I I 1 I• •i I I I ROIIIS 8d NAILS a 12" Ov I I II II• '1 I I'I •I I I I• ,1I II' I I 1 1• �11 �; CONNECT SHEATHING TO HEADER .II 1I' •I1 1I: f S WITH 8d COMMO914 NAILS IN OC GRID PATTERN AS SHOWN I All j r----. y L a r-- --yL CONNECT SHEATHING TO ALL STUDS, 1 r-----, I• MATES, SILLS AND BLOCKING 'I I I I •I I 11 WITH 2 ROWS ed COMMON NAILS I I I I •II II II II •II II 0 3" OC 1 1 11• II I.I. II 11• II II' 11 I1, .I I 11 11 II' II II it II' I I I I• II II. 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