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Home My WebLink AboutBuilding Permit #286-12 - 156 CHESTNUT STREET 5/1/2018 I -- I TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: j ��Z Date Received � Date Issued: IMPORTANT:A licant must com Tete all items on this age LOCATION PROPERTY 0 WNERL int MAP N Print l� O• (/=PARC �� ZONING DIS CT: Historic District yes no 4 Machine Shop Village yes no 100 year-old structure yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential El Building ❑ Oy�e family El Addition Ore or more famil ❑Al ration y ❑ Industrial No. of units: El Commercial epair, replacement ❑Assessory Bldg ❑ Demolition ❑ Other ❑ Others: �OcSepfc f01We11 .. .� Floodplain ❑`We WWtland`s , , Y - � atei/Sewer ❑ �Watershed4District; DESCRIPTION OF WORK TO BE PERFORMED (Id entI lcati n P ase Type . rnt Clearly) O e: e o i � Phone�� (-7-�j Address: CONTRACTQR Name: Phone: -�U —��—" 6�� Address: .� � � � Supervisor's Construction License: yO Epp. ate: �_ Cp /64- Home Improvement License: Date: ARCH ITECT/ENGI E �; v GZ— C—' Phone: v d�_ � -- Address: -Reg. No. FEE SCHEDULE:BOLDING PER IT.•$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ - ,.5—Gc, _ �- FEE: $ ��-- Check No.: `7y/O o�y t/_1 j NOTE: Persons contracting Receipt No.:w'k' registered contractors do not have access to the guaran Yfund_ Si natureof�Agenf/Owner :__ ianafure of con °� ` Location Ir,6 No. _Q-? /Z- Date TOWN OF NORTH ANDOVER 3 0 � w t y Certificate of Occupancy $ s' MUs<� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # �7 0 s 24659 Building Inspector 1 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art E] Swimming Pools 11 i Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature i COMMENTS HEALTH Reviewed on Signature COMMENTS 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 DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS L f Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions._ Total land area, sq. ft.: ELECTRICAL: iViovement of Dieter location, mast or service drop requires approval of Electrical Inspector yes No l j DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use I I I� i i ® Notified for pickup - Date Doc:.Building Permit Revised 2011 June/mi i J Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. 4 Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit o Photo Copy of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o Floor Plan OrProposedInterior Work ! o Engineering Affidavits for Engineered products I NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition or Decks o Building Permit Application o Certified Surveyed Plot Plan o Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract Li Flo or/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Li Mass check Energy Compliance Report (If Applicable) o 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) I o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o 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: Doc.Building Permit Revised 2008mi I NORTH TO" Of o TO No. - o o , dover, Mass., LAKE COCHICHEWICK ^ 5 RATED PPa �S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System /� BUILDING INSPECTOR THIS CERTIFIES THAT.....��!.�Y..... ��s ..............��............................... . ... ................................................................ Foundation C� fs�,y. has permission to erect........................................ build' gs on .. ...................................�� ......................................... Rough f Chimney to be occupied as............ ....... .. �.../,..............�./! .. ..... .t �r.. ......... .... .. .:... ............. ................. provided that the person accepting this permits all in every respect conformthe terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. 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 BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do- Not Remove Final No Lathing or Dry wall To Be Done FIRE-DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SODE smoke Det. ` it John DeAngelis EARTH REALTY COMPANY 20 Middlesex Street. P-0-Box 660 NorthChelmsford MA 01863-0660 October 01, 2011 re; Unit#2, Stable at Grey Rock Condominium Dear John, As per your request,our discussions and site investigations,we have peat together a SCOPE of WORK list, to address the exterior maintenance conditions and structural deficiencies, evident, at the two dwelling units and garage aka The Stable at Grey Rock Condominium. We have identified the following conditions as they exist and suggest improvements described below: 1. ROOF condition - excessive moss and liken growth at the shallow roof areas,which are directly below long, overhanging tree branches improvements - mechanically remove larger parts/growths - power wash all areas - trim back excessively overhanging branches 2. SKYLIGHT STRUCTURE at GARAGE condition - the skylight frame i walls with vertical and sloping glass areas is deteriorated and lacks —ate pro.:org dice to in approlorlace c onstruciion and roof flashing - insulating glass seal is broken,resulting in milky and waterlogged glass improvements - remove the structure and glass, add 5/8"thick PT CDX plywood sheathing with 15 LBS/SQ roofing felt in filled roof deck and patch asphalt shingles to match existing in weight and color �0 6d e6910 L L ZO 100 October 01, 2011 re•, Unit#2 Stable at GreyRock Condominium page 2 3. GUTTERS and RAINWATER DISPOSAL condition - gutters do not exist in all necessary areas - existing gutters are of an old system,sagging in most areas and are full of debris - there is a lack of properly functioning drip-edge,which is suppose to direct run-off water into the gutters - either the size of the gutters or the spacing of the downpipes is not correct(the system can not handle the amount of shedding water) improvements - removes existing gutters and downpipes - install new,state gutter system, at all eaves,where the roof overhang is less than 12" - size gutter and frequency of downpipe (leaders)to corresponding roof area - repair and/or install new drip-edge flashing to properly conduct run-off into gutters - install elbows at the leaders base,to shed water away from the foundation system - remove rectangular concrete pad adjacent to garage doors and level with the grade slab,to allow drainage into ground, away from building's wall sills - excavate a 12"wide, 8"deep trench and fill with 3/4"-1 112'o crushed stone at the entire building perimeter keep top of stone at a min.of 2"below the wood siding 4. WALL SILLS,SIDING and TRIM condition - deteriorated wall sills and sill boards(where exist)at the dwelling unit's slab on grade areas (56'along the northerly,front wall and 8'along the southerly, rear wail) - wavy and warped T-1 i plywood exterior siding with some lower (below 24")de-laminating plywood sections improvements - cut and remove all plywood siding and wall sheathing to 24"above the top of slab,all to allow access to the rotted wall sills and framing - remove deteriorated 4x6 solid wall sills and replace with new PT built-up sills, to reach the existireg wall`sramniing stagger joints at the multiple sill sections and caulk sills with silicone to concrete slab - improve/supplement wall framing to allow proper siding support - install 60mil elastomeric, self adhesive membrane flashing at the top of the concrete slab and bend to S" up the wall - lap and staple 6.44mil thick, 28.0 perm rating air barrier sheet at all exposed wall areas - install new 1/2"thick T-111 plywood siding with appropriate depth aluminum cap flashing at the horizontal joint to the existing siding - re-nail existing siding where required 10 eliminate the wavy/warped condition - replace/repair miscl. rake and eave trim with back-primed select pine section, all to match existing sizes and profiles - provide two finish coats of latex 1 acrylic paint at the primed new siding and trim Z-d e6610 1.6 ZO 10O October D1, 2011 re; Unit#2, Stable at Grey Rock Condominium page 3 5. REAR, ELEVATED DECK and STAIRS condition - the elevated, second floor deck joists are not properly tied/attached to their bearing plates at the building's wall, center beam and outside beam - the three(3)stairway stringers have pulled away from the top I deck framing - railing and guard are missing on the bottom half of one side of the stairway (each side has a different design) - the base support of the elevated deck posts and stair stringers are buried in soil and not properly supported on concrete pads improvements - install galv.joist hangers and comer angles for each joist at the deck platform supports - clear away soil at base of 4x4 posts and stair stringers, to expose the bearing base cut away wood base of all posts, high enough to install a new concrete pad (solid CMU block)and anchor the posts with galvanized standoffs at the stairway, cut away the bottom tread and supporting stringers and form a new 36"x24"x8"deep cast in place concrete step, anchor stringers to new pad reset stairway to flush out support at top/elevated deck - rework top of stair stringer support. add a new PT 4x6 beam at the deck posts to catch all three stringers, bolt to posts 'crows toot'cut the stringers at new beam,attach with galy.joist hangers abandon the existing PT plywood stringer hangers and the 1/4"thick plywood riser scrim - construct new railing and guard at the missing section, use design and dimensions to match the abutting section provide one primer and two finish coats of latex/acrylic paint at all new wood surfaces 6. GARAGE(STABLE) ROOF SUPPORT condition - existing post and beam construction;one half of the roof beams are sistered with 2-2x8s to allow the elimination of intermediate posts, creating a garage area - two (2)intermediate roof beam support posts are missing 6L... .7 n,.n.. ♦41.11 .t..-1 a?, 6 ' w long. half, 4 " .r.r. - Cdach 'S . Life W,SLC— care iiCfi �uocy Sial Simla:u caa aoic ric:�.—1v�ie asa�F aeic'� «ao �c^r�6�ug+ are�.ac a;� improvements - add two(2) new 4x6 posts at locations below the roof beams,where the removal of the original posts is evident, locate one post slightly closer to the exterior wall,to avoid the door into one of the dwelling units - at the ridge beam, between each of the center 4x6 posts,add a new built-up beam(2-2x6 with 1/2"plywood sandwiched)tight to the underside of the existing ridge beam support new beam with 2x4,full length jack studs, nailed to the adjoining posts - fully attach the sistered 2x8s hanger straps to the new ridge beam, use existing method 6 d 26910 6 6 ZO 100 October 01 2411 re; Unit#2, Stable at Grey Rock Condominium page 4 7. INSECT TREATMENT condition - some evidence of beetle, ant and/or termite activity at the garage improvements - investigation by a specialist to determine extend of existing and continuing damage - provide immediate and scheduled long term treatment to combat termite activity(as required) In order to satisfactorily complete the suggested improvements, it is necessary for us to monitor the approach and progress of the work. Sincerely, t Rainer Koch Dip Arch (Lon) Principal Vd e00:80 L L ZO 10O F i Massachusetts- Department of Public WON 19 Board of Building Regmiations and Standard Construction Supervisor License License: CS 18270 Restricted to: 00 JOHN J DEANGELIS �3y, PO BOX 660 N CHELMSFORD, MA 01863 Expiration: 2/24/2012 Commissioner Tr#: 17423 � � J�4CHUS�ETTS ,NUMBER 532163554 �s k y1H�F,y�4 r EXP. ,DOB . : rcy -r : 02.24-201402-24-19 r CLASS NEST HGTI-SEX� D 5.08 M Yn lu. m �-,DEANGELIS 20.MIDDLESEX ST " �' } 1 N CHELMSFORD,MA spy, "''F a I a, 018631x538 � � I MR479534�