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Home My WebLink AboutBuilding Permit #500 - 210 HOLT ROAD 3/4/2008/ y /\ `t ✓ ;;� A BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO:—C Date Received Date Issued: J/Lf/?� O' TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family X Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water./Sewer u (;KIF I IUNF W RK TO BE PREFORM D: 1p- dPCA (4/6tge- 60A l U A I I �,,�'" ® � Identification Ple se ype or Print Clearly) � OWNER: Name:MK®v R�AJ\t,1 It pa 71.2. \ Address: )►\b HD 1i- R Aj, AvA®ue-,-- -, Aeva e hone: q'll�, 1-21"ADAL I w£!.3 i,UeLlI. I4C3 Uwa Address: LIZ V.ee.-x:, Dt"W .5v,fie e eh -Ad" ti O'6. 01.34L, Reg. No. L091-1 FEE SCHEDULE: BOLDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project 60st: $ FEE: $17,Y y % Check No.: �` �� % /; Receipt No.: d �6,F NOTE: Persons contracting with unregistered contractors do not have access to the guaranty f d Signature of Agent/Owner_jj�,�awl. Signature of contract �4/01-14,1 Location �� No. - Date. 3X/Ad "ORTN TOWN OF NORTH ANDOVER L 1 Certificate of Occupancy $ Building/Frame Permit Fee $ ��cHust Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 20969 building Inspector Permit NO: nate Icsuart BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received a WN; imad -4, 1ti Q.M.- _Ii) S 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 'Assessor'y Bldg Others: Demolition. Other oof e ek 4 4% INZ DESCRIPTION OF WORK TO BE PREFORMED: Identification'' Please Type -or-Print Clearly) OWNER: Name: Phone: Address: M pt fi� U mz sg� A twig N C n _T R 4 L F 34 ?04n 5 . W4 z Nlr 1W ARCHITECT/ENGINEER 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: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund si 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 Q Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed. Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ . Building Permit Application ❑ Certified Surveyed Plot Plan ❑ ' Workers Comp Affidavit a Photo Copy of H.I.C. And C.S.L. Licenses. ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan. And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (if Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 Plans Submitted Plans Waived Certified Plot*Plank -Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private (septic tank, etc. Permanent Dumpster on Site 4 THE FOLLOWING SECTIONS FOR OFFICE USE ONLY 41 INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT T _fbtio7 c-r� 3 ywv COMMENTS Ca- ✓ A J DATE REJECTED DATE APPROVED CONSERVATION 20 -�� COMMENTS DATE REJECTED DATE APPRO HEALTH COMMENTS is r,� ��-- �' s i ��,� -4' • _ a 4. tee. L Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water &Sewer Connection/Signature & Date Driveway Permit Located at 3:54 Osgood Street r 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 NUI t5 and UA I A — wor department use ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 P (978) 688-9535 F (978) 688-9542 Town of North Andover Office of the Planning Department Community Development and Services Division Osgood Landing 1600 Osgood Street Building #20, Suite 2-36 North Andover, Massachusetts 01845 William Thompson TBI, Inc. 210 Holt Road North Andover, MA 01.845 January 6, 2009 Dear Mr. Thompson, As we discussed on the phone today, the Site Plan Review Decision for 210 Holt Road dated October 3, 2007, does state that prior to the issuance of a certificate of occupancy, the applicant will provide either a letter stating that the landscaping complies with the approved plans or alternatively, that the applicant provide a bond to cover the full amount of the landscaping materials and installation, if weather conditions do not permit the completion of the landscaping prior to the use of the parking area. During my site visit on Friday December 5h, we confirmed that the landscaping had not been completed and subsequent to that meeting, you did provide me with a estimate from Viking Tree, Inc. for the completion of the landscaping. That estimate is $23,785. The current balance in your Planning Board cash -bond account is $15,000. In order for the Planning Office to approve a certificate of occupancy, you will need to provide an additional $8,785 for the cash -bond account. I reviewed the landscaping on the approved plan, and the majority of the landscaping is in front of the parking area. The plans are very specific as to the number and types of trees and plants to be installed. If you have any questions, please feel free to contact me. Regards, Judith Tymon, AICP Town Planner cc: Mary Ippolito, Planning Office BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 GENERAL BUILDING NOTES/CHECKLIST- NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS, ADDRESS, AND PERMIT (COPY 0K)..or no inspections INSPECTIONS: (Minimum) Excavation, Footing, Foundation, Frame; Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain - pipe/stone/fabric filter/cover and outlet connection. FRAME: Fireblock - over girts/plates between floor joist Penetrations for.plumbing, heat, elec, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to ,provide full bearing at rafter cuts. Hip and Valley rafters - watch bearing at walls. Ridge & Hip - Provide proper connections. Cathedral roof rafters provide proper connections and use "Hurricane Clips" tie to plate. Stair stringers _ watch cuts and heal support. Joist hangers fully nailed w/ hanger nails. Sill plates 2-2X6 (I PT) w/sill seal. Girls - solid brick or steel plate bearing at foundations air space at sides in foundation pockets. Lateral bracing at ends. ;r Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for :Headers/Beams etc. Check headroom clearances - stairways, under beams Attic Access. (min. 22x30 w/3' headroom above). Crawl space access. (min. 98x24). ,. Bath exhaust fans to have metal duct to exterior (not in soffit). Firecode S/R wood frame of "0" clearance fireplaces & stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8% of floor area. of required glazing shall be openable. Bedrooms required min. 20x24 egress window or door. Vent attic spaces - "proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required.G. Inspections .at Footing - Smoke Chamber - Finish L-, Smooth parging, clean joints, 8" solid @ combust. DECKS: Lag to house, provide flashing. —� Rails min. 36 " high, Baluster max space 5" on center. Over 8' above grade, use 6x6 posts w/lateral bracing /�� .` Lag all posts and rails. #v/�4 44 / L _. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. f Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re -inspection fee - $30.00 (Be Ready). Certificate of occupancy required prior to occupying structure. I;z--, Ly Ocr y = i ® CA �CCD2 C 7 0 Elm. C=CS ..« -Icm� o W y � o ; CD a y ® •� O C VJ n NCD rr0 0 m y n -o O o d y m c QD E' � Z CA a CD CD :� 9'O y O O i tC w \ O C9 { CD Wad 7N y CD CD CD a cn a 'C d'fl Cc), a c d Olt � 6V c) \.•/ z cn a • • tow 0 d 0 CD nto E� b hh�� r• o� A H D CD � a CL � 3 o -n m Z " 3 O m ( m o m 3 �• -o n CDC Z N O m CD ~ :3 ]p CD CD CD $ a 69 69 69 69 69 7 tD N O ' m I;z--, Ly Ocr y = i ® CA �CCD2 C 7 0 Elm. C=CS ..« -Icm� o W y � o ; CD a y ® •� O C VJ n NCD rr0 0 m y n -o O o d y m c QD E' � Z CA a CD CD :� 9'O y O O i tC w \ O C9 { CD Wad 7N y CD CD CD a cn a 'C d'fl Cc), a c z O • o� a tv M d Olt � \.•/ z cn (1 ro 0 d 0 H nto E� b hh�� z O • o� a tv M Saltonstall :Architects RE: FINAL AFFIDAVIT — ARCHITECTURAL CERTIFICATION December 18, 2008 RE: 07-16 TBI Inc. — Recycling Center & Solid Waste Transfer Station 210 Holt Road North Andover, MA. Building Permit # 553 (03/28/08) Gerald A. Brown, Building Official Town of North Andover Building Department Dear Mr. Brown I have been present at the site at intervals appropriate to the stage of construction during the construction period, and became familiar with the progress and quality of the work. I have determined, to the best of my knowledge and belief, that the work was performed in a manner consistent with the construction documents, the applicable provisions of the Mass. Building Code -780 CMR and good construction practices. I have made the usual and normal field observations for the purposes of evaluating the referenced building construction, and, based upon my findings, it is my opinion that the building structure is sufficiently sound and adequate to accommodate the proposed use and occupancy, and that no hazard to the public safety will result. It is my determination that the project has been satisfactorily completed and the building is ready for the intended occupancy. Sincerely, Saltonstall Architects IM"" C�= William W. Saltonstall, AIA Architect of Record !2" 16 ,v8 380 Wareham St. Marion, MA 02738 p 508.748.1043 f 508.748.2330 www.saltonstallarchitects.com Giffith sZ Vary, Inc Consufting Engineers 12 Kendrick Road Wareham, MA. 02571 (508)295-0050 Fax: (508) 295-0003 RE: FINAL AFFIDAVIT — ELECTRICAL CERTIFICATION December 24, 2008 RE: 07-16 TBI Inc. — Recycling Center & Solid Waste Transfer Station 210 Holt Road North Andover, MA. Building Permit # 553 (03/28/08) Gerald A. Brown, Building Official Town of North Andover Building Department Dear Mr. Brown I or my designated representative have been present at the site at intervals appropriate to the stage of construction during the construction period, and became familiar with the progress and quality of the work. We have determined, to the best of our knowledge and belief, that the work was performed in a manner consistent with the construction documents, the applicable provisions of the Mass. Building Code -780 CMR and good construction practices. I or my designated representative have made the usual and normal field observations for the purposes of evaluating the referenced building construction, and, based upon our findings, it is our opinion that the electrical systems are sufficiently sound and adequate to accommodate the proposed use and occupancy, and that no hazard to the public safety will result. It is our determination that the project has been satisfactorily completed and the building is ready for the intended occupancy. Sincerely, R Sd 1.9 Griffith &Vary, Inc. 01N OF o G /^�,� O FRANCIS ��a U ,. v) � TOMAS?YCKI Frank J. Tom szycki, P.E. 9 NO. 2056 c f`Q Q w\y �`S'`?16 AL Electrical Engineer on Record Griffith cs� Vary, Ine Consulting Engineers 12 Kendrick Road Wareham, MA. 02571 (508)295-0050 Fax: (508) 295-0003 RE: FINAL AFFIDAVIT — MECHANICAL CERTIFICATION December 24, 2008 RE: 07-16 TBI Inc. — Recycling Center & Solid Waste Transfer Station 210 Holt Road North Andover, MA. Building Permit # 553 (03/28/08) Gerald A. Brown, Building Official Town of North Andover Building Department Dear Mr. Brown I or my designated representative have been present at the site at intervals appropriate to the stage of construction during the construction period, and became familiar with the progress and quality of the work. We have determined, to the best of our knowledge and belief, that the work was performed in a manner consistent with the construction documents, the applicable provisions of the Mass. Building Code -780 CMR and good construction practices. I or my designated representative have made the usual and normal field observations for the purposes of evaluating the referenced building construction, and, based upon our findings, it is our opinion that the mechanical systems are sufficiently sound and adequate to accommodate the proposed use and occupancy, and that no hazard to the public safety will result. It is our determination that the project has been satisfactorily completed and the building is ready for the intended occupancy. Sincerely,H ®� Griffith & Vary,Inc. �o� WAYNE E.'S NATTSON / MECHANICAL No. 41546 Wayne E. Mattson, P.E. Mechanical Engineer on Record