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Home My WebLink AboutBuilding Permit #088-2017 - 2 UNION STREET 7/28/2016 (3) NORTH BUILDING PERMIT o��s�E° 1+ TOWN OF NORTH ANDOVER ,.....•a APPLICATION FOR PLAN EXAMINATION AA Permit No#: v Date Received10(v ) " ��SSACHU5��y Date Issued: ) 1 I ORTANT: Applicant must complete all items on this page LOCATION , " '`0A- ;S Pri t PROPERTY OWNER WO w #1V,7;2C��f/ J� Print 100 Year Structure yes o MAP 0 PARCEL:UZONING DISTRICT: Historic District yes o Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition wo or more family ❑ Industrial B Iteration . of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other W . . D,,ESCRIPTION OF WORK TO BE PERFORMED: eyty c�2fl ,` ©c� ti WaAl-ew cyme2et�'e SlcL, Identification- Please Type or Print Clearly OWNER: Name: 60OW6LN 4�cW�e yl ry Phone: 3 3,' 9 V110 -Z 31 Address: �Pti�"�� S� /I/V2f� 41ywocle2 Contractor Na �° ��tiN2e �rV Phone: 3j Email: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: 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: $ /0"0 , FEE: $ Check No.: Z. Receipt No.: ��e' OTE: Persons contracting with reregistered tractors do not have access to the guaranty fund , - iR :., - .�: .0 •,,.. r�.,.a>.� -. . :... - . . m .,_� ...._ ,.r�.ie....:,�..s:....�• .. ter__:_... _.:. ... l j TR We--Ic ;AT 01 May 8,2015 i j Building Commissioner/Inspection Services r 120 Main Street North Andover,MA 01845 NOTICE OF CASUALTY LOSS UNDER MASSACHUSETTS GENERAL LAWS,CHAPTER 139,SECTION 313 RE: Insured: David&Mary Morton Claim No.: DFA18508 Policy No.: DF13045214 ' SCS No.: MA02194 Date of Loss: 5/1/2015 Property Location: 2-4 Union St,North Andover,MA 01845 Type of Loss: Ice Dam Ladies and Gentlemen: A claim has been made involving loss, damage or destruction of the above-captioned property which may either exceed $1,000.00 or cause Massachusetts General Laws, Chapter 143, Section 6, to be applicable. If any notice under Massachusetts General Laws, Chapter 139, Section 3B is appropriate, please direct it to the attention of the writer and include a reference to the captioned insured, locations, policy number,date of loss and claim or Ole number. Thank you for your cooperation. Sincerely, L Troy Pritchard cell(954)328-9995 fax(954)337-6108 2600 McCormick Dr.,Ste.110 Clearwater,Fl.33759 Telephone(727)4424900 Fax(727)442-4933 7 KENT STREET#4 BROOKLINE,MA 02445 INFO@CONCISEDES.COM WWW.CONCISEDES.COM 617.285.0872 August 1,2016 RE: 2 Union Street Basement Donald Belanger N. Andover Building Dept. 1600 Osgood Street N. Andover, MA 01845 Dear Mr. Belanger, I have inspected the present conditions the basement at 2 Union Street. It is my understanding that the new finished basement slab will be approximately 16"lower than the existing floor. The pits dug to 4' below existing floor elevation were done so for future lally columns. I have informed the builder that the pad footing for columns do not need to be 4'-0"below slab,and that he should backfill with compacted, crushed stone to allow for a 10"deep,24"x24"pad footing. I examined the issues of water infiltration. Although I did not conduct extensive testing, after reviewing the history of water in the pits with the builder it seems very likely that the water is not coming from the water table,but from a leaking sewer waste line. The builder informed me that he intended to have the plumber replace existing subsurface waste line with a new PVC pipe. If you have any further questions please do not hesitate to contact me. Sincerely, Andrew Falkenstein,RA 911W CONCISE DESIGN GROUP,LLC D� �� PROJECT SCOPE DESCRIPTION The proposed scope of work located at 2 Union Street in ~`North Andover Massachuesettes consists of the following. The 2-1/2 Story residence currenly has water rA infiltration in the basement. The existing basements supported by a perimeter stone foundation, wooden beams and steel lolly columns. Due to the drainage/moisture problems currently present in the building the proposed work will include a new reinforced tq concrete stem wall to be under-pinned to the existing f stone wall. In addition temporary supports will need to be used in order to demolish the existing concrete slab, lolly columns and sub-soil excavation. New piers for the lolly columns will be poured flush with the new elevation of the � � f ✓ basement slab. All utilities and services will be upgraded and re-located ,l f;•-' w .- into a central area within the basement. Waterproofing/damproofing along with rigid insulation will be applied to the exiting pp foundation wall the new slab and r new stem wall. All existing windows will remain. The existing chimney will be demolished. Masonry bricks to be g salvaged. Stairs will be demolished and re-built to occomodate the new basement clear height of 8 feet. The existing bulkhead will be demolished and replace to meet > `�� the new slab height. All existing ductwork, electrical conduit and plumbing and relocated umbing will be demolished a t to centralized zed location. ~- • ! ti `; " %s' it" r'f �, t� Please refer to the additional supporting documents for details, plans, elevation and sections which note this Nspecifics of the above mentioned scope of work. f w j DRAWING LIST-COVER NAME ISSUE DATE Fc G000 COVERSHEET 2016/07/22 1 3D VIEW- DEMOLITION G001 LOCATION PLAN 2016/07/22 AD10Q DEMOLITION BASEMENT PLAN 2016/07/22 '1 Al PROPOSED BASEMENT PLAN 2016/07/22 p Cy. 00 EXTERIOR ELEVATIONS 2016/07/22 sad A201 EXTERIOR ELEVATIONS 2016/07/22 A500 Z� DETAILS IZd�, AC 2016/07/22 J CONCISE DESIGN GROUP BOGDAN ANDREYKIV No. Description Date COVERSHEET 1 BASEMENT RENOVATION 2016/07/22 0- 7 KENT STREET #4 PERMIT L, 2 UNION STREET, N. ANDOVER, MA --------- BROOKLINE,,MA 02445 Project number 16.001.00 N 617.285.0872 Project Title Date 07/17/2016 G OOO co BASEMENT RENOVATION Drawn by AS CO 0 N Checked by BA Scale 1/4"= 1'-0" N ti UNION STREET (50' PUBLIC WAY) PROPERTY LINE I - S "s�Cn A201 _......_ _..._. ......... ............._..........._ .._..._ ......... ..__....._........._.. ...._.. ....__. ..._...__....._.........._..._. LOT 2 . 2 z z 0 r � 4Z" –—J O 3 �/ _ / A201 1 _ 2 A200 Cl \ LOT 1 3 �3 / 4QIJ LOT 8 `.20619 o�NE n EXISTING BUILDING LOCATION PLAN n ELEVATION KEY PLAN 1" = 20'-01' BOGDAN ANDREYKIV No. Description Date CONCISE DESIGN GROUP 1 BASEMENT RENOVATION 2016/07/22 LOCATION PLAN 7 KENT STREET #4 2 UNION STREET, N. ANDOVER, MA PERMIT BROOKLINE, MA 02445j N Pro ect number 16.001.00 N 617.285.0872 Project Title Date 07/17/2016G001 00 BASEMENT RENOVATION Drawn by Author o N Checked by Checker Scale 1"=20'-0" N (E) LALLY COLUMNS AND PIERS TO BE STAIRS TO BE DEMOLISHED;TYPICAL DEMOLISHED; TYPICAL (E) MASONRY _ ROOF_RIDGE % / ! CHIMNEY TO BE — , '`h ! DEMOLISHED f. 32' - 2 5/8" i /) L � I I _ ATTIC I191 - ill, - L_ L 2 J _ D 100ro7a '�• - - UPPER FLOOR OR roe _ 01 (E) CONCRETE Sim SLAB TO BE — 1 is DEMOLISHED � � 41 I` MAIN FLOOR 01 Oil TTS_ (E) BULKHEAD& Sim ALL WINDOWS ! i ! I E STAIR TO BE ETR;TYPICAL ' !; DEMOLISHED (E) BULKHEAD TO A500 / _ `' �J 1L BASEMENT E BE DEMOLISHED - - - - - - - - - - - _ - - - - - - - — - - 'F I— -T- 6 1/4' (E) COLUMNS TO ( )SLAB TO BE DEMOLISHED ' BASEMENT N BE DEMOLISHED L -8' - 9 1/4" � D A : n BASEMENT DEMOLITION PLAN � DEMOLITION SECTION 1/8' = 1'-0" L 1/8" = 1'-0" <i No. 20611 NE BOGDAN ANDREYKIV No. Description Date DEMOLITION BASEMENT PLAN CONCISE DESIGN GROUP 1 BASEMENT RENOVATION 2016/07/22 a 7 KENT STREET #4 2 UNION STREET, N. ANDOVER, MA PERMIT 141 �� — BROOKLINE, MA 02445 Project number 16.001.00 N 617.285.0872 Project Title Date 07/17/2016 AD 1 OOco BASEMENT RENOVATION Drawn by Author o N Checked by Checker Scale 1/8"= V-0" N f` ZA200 (N) STAIRS TO BE RELOCATED TO INCOPORATE (N) FOUNDATION STEM 3 WALL& INTERIOR HEIGHT ALL UTILITIES/SERVICES TO BE RELOCATED WITHIN THIS ZONE (N) PIER FOUNDATION POURED FLUSH TO SLAB: 16"Wx16"Hx16"D; E J. TYPICAL; WITH (2)#4 REBAR (N)3'/z'0 STEEL LOLLY f � '• COLUMS;TYPICAL x EO 2 ZA200 ZA200 4 T-2" 8'- 11" T- 1" 2 � C, (N)4., CONCRETE D100 i (0 SLAB ❑ � 10'-93/4" 0 0 0 T-2" 8'- 11" 7'- 1" N (N) REINFORCED 00 a %zz CONCRETE STEM m i F WALL,TYPICAL f, (N) BULKHEAD DOOR ABOVE; INCLUDING STAIR& INTERIOR _ BASEMENT DOOR 4 -„ Sim 2 ALL WINDOWS ETR; 1 A500 TYPICAL ZA200 140.20611 . LmE v PROPOSED BASEMENT RENOVATIONS CONCISE DESIGN GROUP BOGDAN ANDREYKIV No. Description Date 1 BASEMENT RENOVATION 2016/07/22 PROPOSED BASEMENT PLAN 7 KENT STREET #4 2 UNION STREET, N. ANDOVER, MA PERMIT00 CD BROOKLINE, MA 02445 Project number 16.001.00 N 617.285.0872 Project Title Date 07/17/2016 Al 00 co BASEMENT RENOVATION Drawn by Author o N Checked by Checker Scale 1/8"= 1'-0" - N t` ❑ ❑ ❑ ❑ El ❑ ❑ ❑ ❑ ❑ HOD DO I Et-= 4 ❑ 4 ❑ ❑ 4 -E] EJEI�� ir------------I --------- ... ........ � .. ... , ...........H l 1 EXISTING EAST ELEVATION 2 EXISTING 1 G NORTH ELEVATION BIR LINE /8 -0il BOGDAN ANDREYKIV No. Description Date EXTERIOR ELEVATIONS CONCISE DESIGN GROUP 1 BASEMENT RENOVATION 2016/07/22 � 7 KENT STREET#4 2 UNION STREET, N. ANDOVER, MA PERMIT. o BROOKLINE, MA 02445 Project number 16.001.00 N 617.285.0872 Project Title Date 07/17/2016 A20000 BASEMENT RENOVATION Drawn by Author o Checked by Checker Scale 1/8"= V-0" N N ti y ❑ ❑ X40 ❑ ❑ �o Hui ED No.20611 OICLINE � n EXISTING SOUTH ELEVATION 2 EXISTING WEST ELEVATION MA Of BOGDAN ANDREYKIV No. Description Date EXTERIOR ELEVATIONS CONCISE DESIGN GROUP 1 BASEMENT RENOVATION 2016/07/22 °- _ 7 KENT STREET#4 2 UNION STREET, N. ANDOVER, MA PERMIT BROOKLINE, MA 02445 Project number 16.001.00 N f / Project Title Date 07/17/2016 °O 617.285.0872 j A201 BASEMENT RENOVATION Drawn by Author o N Checked by Checker Scale 1/8"= 1'-0" N ti EXISTING WIDTH 16" EXISTING FIRST FLOOR ASSEMBLY STONE FOUNDATION - - EXISTING FIRST FLOOR ASSEMBLY: EXISTING 2x8 P.T. SILL I., PLATE W/ 1/2" SILL SAL Sim 1 ' 2 I \, MAIN FLOOR — — — _ _ _ _ � GRni iNn FI 0013n'nv ° - 0' INTUMESCENT COATING;TYP. \ = EXISTING 16" WIDE SONE Z j FOUNDATION WALL j 12MIL CONTINUOUS DAMPROOFING \,\ OR WATERPROOFING wREINCORCED CONCRETE — 12" \ EXISTING 16"STONE FOUNDATION;TO BE co RETAINING WALL;ANCHORED TO REPOINTED WHERE NECESSARY;AND II=111=III=III—_ I'-- EXISTING STONE FOUNDATION WITH REINFORCED CON CRETE\ #4 REBAR; EMBED MIN. 4" INTO (N) \ DOWELED FOR#4" REINFORCING BARS I I=I II = EXISTING 4" CONCRETE = STEM WALL&MIN. 6" INTO(E)WALL II1= I—III—III— c� 1=1I1=1I1=III—III—III= 11—I —III=III— SLAB- WITH CRUSHED STONE w ISOLATION JOINT; ( a _ \ I=111=III—III=III=III=1 0 I I —III=1 I=1 I: I 1 I = CAULKED&SEALED 9III—III=III=III=III-III; `� II III= — AREA OF SUB-SOIL TO BE a ( ��,I—III I I _ II— 1=1I1=III— w - w I=1 — III—III DEMOLISHED 4"CONCRETE SLAB;WITH `> III—I — —__ I I —III—III—III I 0 WOVEN WIRE MESH ( 11111111111111 11111 1111 Q I I III=1 1-11�= _ ( o e'`I 1EJIa I rLl I —III_ I=1 =1 =1 I I I I— 6MIL VAPOR RETARDER ° III—I I—III—I I—I EXISTING FOUNDATI6N WALL DRAINAGE MAT ;,\ 1=III—I II=111=111 z I_ III= 1=III-III: III=III—III—� O z II-1 =III=III— I I EXTENDS 16" BELOW GRADE Z 1=III=1 II�I"_R8`SFMFNT SA$�-9 1/4'v _� - I I —III—I 11=1 11 I W 12" =11 III—III-1111 INTERIOR FINISH w v ° >.. ;`.� =111—III-111=1' 11=III—III—III: I I I z N I I I I ILII I III I I ITi `° 1=III=III=III= 'B'ASEMENT E III— 1=III=III— e'9t CI-III-III-III- I = I I—I I —I 11=1 11=1 I - ,a - . -III —I I --I I I—III III III—. 7' - 6 1/4" — — — � C 7Tnm (1F FQ(T) INC;-9' 9 1/4': _ III III—III=1 —III—�—I�r I I I—III=1 I I=1 I:I I I 1"POLYSTYRENE RIGIN P Q.° o _I 1=1 1=III=1 II=III=III=111- �= FOAM INSULATION —111=III—=11II 1— CI—I I—I —III— N I I1=1I II I BASEMENT NLAL -111==111 1=1 —_ „I?I I 4" PERFORATED I -1 1 I-1 I—I I—I 11—I 11—I 11—I 11=1 I I-1 11—III-1 1-1 I- -i i i i i i i i—i 1=1 11=1 I I -8' - 9 1/4" I = 11=1 11=1 I —11_111111-111-111=1 11=1 11=1 11=1 I R1 I 1=1 11=1 11=1 11=1 I III I f =I I EI I I=111— PERIMETER DRAIN I=1 I I=11 111=1 I I—III=1 I I=1 I I=1 1=111=111—III=1 I I=111=1 1 1=111- =1 I I I=111=I I I=1 I I: I I I SYSTEM BELOW SLAB; =1 11=� =1 11-1 11 11- —11 1=1 11=1 11=I— I ( I SLOPED TO SUMP PUMP -1 I I—I 11-1 I I-1 11=1 11=1 l 1-1' =1 11=1 11=1 11=1 11=111- I 11=1 I=1 I I=1 I I-1! I=1 i t=1 I=1 1=1 11=1 11=1 I I—I I I—I I I 11=11 I I= 11=1 11=1 11=1 11=1 11=1 1 1E] 1=1 I CRUSHED STONE (NO ® AR III—III=III=III—III—III—III—III—III—III- FINES) �� `�� j —111-111—I i 1-111-111=111—III=111-111 Location [0 f`tib No. IDA2 "` 1 Date -i h ` In • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $_= Other Permit Fee $ TOTAL $ ` Check# 1769 l/ z . v Building inspector. ��"