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HomeMy WebLinkAboutBuilding Permit #436 - 417 JOHNSON STREET 12/8/2009 r1ORTH BUILDING PERMIT It,%Ao 06 TOWN OF NORTH ANDOVER o 4 p APPLICATION FOR PLAN EXAM INAIPN,� _ l:Jl Permit NO: 3� Date Received �,95 R,roo Date Issued Z'd IMPORTANT: Applicant must complete all items on this page LOCATION `-�,J::� ,3 t- Print PROPERTY OWNER J Print MAP NO: PARCEL: L ZONING DISTRICT: Historic District yes n Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Reside I Non- Residential New Building <ne famil Additio Two or more family Industrial teratio No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District ater/Sewe Ch1 r�ra !�•rr, DESCRIPTION OF WORK TO BE PREFORMED: _ �'+` -�l M= 3 1��.�,�,,,,.,.._ ( moo►. +-2 l Identification Please Type or Print Clearly) OWNER: Name: Phone:-,-,r 6C5 - '1b6) Address: �-1 - )y ,,Jsf--J S�- ?' - r0a -53.35' CONTRACTOR Name: P—ne\,.� Phone: Address: k);, R or ,r- vv. Supervisor's Construction License: 0 5'3 0 If\ Exp. Date: Home Improvement License: k_o t f/-7 4 Exp. Date: b l -Lox vo ARCHITECT/ENGINEER S4,- vsKA- , Phone: V-,_93 45 Address:_ Reg. No. FEE SCHEDULE.BOLDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 1'1 S , 5N 0 FEE: $ 2 U4yl Check No.: Receipt No.: Z z4 3 NOTE: Persons contractink with unregistered contractors do not have access to the guaranty fund - _1 4 ..7 - _-- Signature w of Agent/On -Ler Signaturea_ _ of_contrac.,.� _tor' Plans Submitted Plans Waived entified Plot Pla Stamped Plans TYPE OF SEWERAGE DISPOSAL P=Sewe Tanning/Massage/Body Art Swimming Pools 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 3 O ot Si nature '-L COMMENTS. Nc� tv,�oA-\O-vA SUV HEALTH Reviewed on Signature s COMME—NTS 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 Dimension at Number of Stories: Total square feet of floor area, based on Exterior dimensions. S'-L'5- Total SSTsTotal land area, sq. ft.: 4— 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 Sv6 s . z ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 NORTH BUILDING PERMIT O� tE0 b qh0 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAM INA IPI, _ � V « Permit NO: �Y Date Received s RATEO s'P��(� r - SACH�15 Date Issued 2—d IMPORTANT:Applicant must complete all items on this page LOCATION �A D k,..st- Print PROPERTY OWNER J L �t- rz. �►,j Print MAP NO: — IPARCEL: Z"' ZONING DISTRICT: Historic District yes n Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Reside ' I Non- Residential New Building ne famil Additio Two or more family. Industrial teratio No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District ater/Sewe DESCRIPTION OF WORK TO BE PREFORMED: Identification Please Type or Print Clearly) OWNER: Name: V:,— Phone:g-y�c Address: Lk \-I 1p --53?S' CONTRACTOR Name: V<evL-:�j Phone: b` -3 3 Address: l\,R Supervisor's Construction License: 0 S 3 b 'k`i Exp. Date: 1,\,zSA ti� Home Improvement License: Exp. Date: b ARCH ITECT/ENGINEER � _l�sd� 1�._.:� Vs Ax� Phone: 3 T7-._93 v 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: $ \-1-1 ,n 0 FEE: $ Z O Check No.: Receipt No.: Z ZC, NOTE: Persons contractink with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner - _..., n.. Signature of contractor Location 6�V1 S6 h No. Date NORTH TOWN OF NORTH ANDOVER O:•,.•° ,•'hyo D ' Certificate of Occupancy $ Building/Frame/Frame Permit Fee $ s+cNust 9 Foundation Permit Fee $ Other Permit Fee $ / TOTAL $ Check #�� GZ_ 6uj Building Inspector NORTH ONM Of . 4Andover O roti..~ _ .��• •�• .:•t. No. qN, = - o = dover, Mass., JQ I� COCHICICHEWICK V 7 AC)RATE D CO BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT �/N�.......�. �� ..... .......................................... Foundation has permission to erect........................................ buildin gson ..... ..'.... ........� ............. ........... Rough to be occupied as j)...... ......r.l.1.ti.. .f T&,4�e......... .......q..x.i.�........ ............. Chimney permit shall in eve respect conform to the terms of the application on file in provided that the person accepting this pe d s a every p Pp 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 Z q�rL• PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU STARTS 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 SIDE Smoke Det. UP LIVING ROOM sG o CL. •SLOm EB + I II I KITCHEN EATING �• 2" L--------- L________J STUDY C BATH CE I GARAGE �a m A r v, FIRST FLOOR PLAN (EXISTING) a NOTE: CAREFULLY THE NORTH ANDOVER BUILDING DEPARTMENT WILL REQUIRE A FRAME INSPECTION AND CERTIFICATION FROM THE ENGINEER PROPOSED EXISTING 0 O BRING ALL DISCREPANCIES, PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINEER PRIOR TO _v. PROCEEDING WITH CONSTRUCTION. HEADER: EXISTING WINDOW UP 15.-4" 6,•� DO NOT DEVIATE FROM THESE DRAWINGS 2-2X6WITH WITHOUT APPROVAL 1/2"PLYWOOD C.L.RIDGE -O" 1 3-0" EQUALEQUAL 6•-0" 6` LIVING ROOM 4 DHWINDOWGROUP ; HEADER:2-1.75"X 7.25"LVL ` NEW DH 2 ROWS 1/4"X 3 1/2"®24"O.C. 'SIMPSON'HU68 FRAMING CONNECTOR :F- 4- WINDOWS CANTELEVER EEL BEAMHALF WALL `y -' 2-1.75"X 7.25"LVL 4-2 X 4 POST RIDGE BEAM ABOVE 2 X 4 POST Z O l (OPTIONAL) 2 ROWS y"X 3 XI Q 24"O.C. REMOVE EXISTING DOOR. i o FILL OPENING TO MASTER (L Fn In Op NEW DH WINDOWS. MATCH EXISTING WALL BEDROOM 2-2X4 = J----------- 6. -= CJE—XTERIOR _--_--_---_ 2-2X4POST .0 --- Z O3 j LOCATE UNDER ' V STEEL BEAM ABOVE 3-2 X 4 POST N ± 8 HIP RAFTER. W 8 x 24 SECTION D-D 2.1.75"X 7.25"LVL + 6 Z ALIGN WITH POST `Ip 2 ROWS y"X 3 y"Q 12"O.C. IN BASEMENTBELOW .a3 X 3 X 3/16"TUBEC) STEEL COLLA.W SINK 3 VA4'•8" 1 ERIOR FACE LI"' STC ' Q ISLAND (ABOVE)GABLE ND W LL AMILY ROOM FULL HEIGHT AUST FAN • - ORAGE CABINETWALK-IN AT HARD DUCTED BATH _1�-3-1.75 X 7.25" GARAGE CLOSET = (A-� < ■ 2 ROWS 1/4 X 3 1/2(�24"O.C. cm <Ic 2-2X4 POSTONTO R WC `� FOUNDATION BELOW Af— s NEW DH WINDOW m GLASS DOOR n REMOVE EXISTING WINDOW. x -{ FILL OPENING TO MATCH O CASEMENT WINDOW EXISTING WALL Z N t7 n -i 0 Z � Z O o N D Z 1 D, s D rc z Z O U W 9 s �� H OF Mgs�o 0 FIRST FLOOR PLAN LAW NCE s HA LD0 EN N PROPERTY LINE76 y (DI rl n 9 DETERMAN-HOWARD �p 14, 417 JOHNSON STREET STev' NORTH ANDOVER, MA sS�NAL EN aw�:ie.i•a wre.+maa Ge42TtFleP PLO& r-4A. .oAX 12 71 NEW BEAM: 151-4" W 8 X 24 NOTE 1: SEE DETAIL SECTION E - E PRIOR TO CONSTRUCTION THE CONTRACTOR IS TO ri— UNCOVER AND VERIFY THAT EXISTING FLOOR FRAMING IS A MINIMUM OF 2 X 10 AT 16" O.C.. 15'-22" NOTIFY ENGINEER AT ONCE IF CONDITIONS VARY FROM 2 X 6 AT 16" O.C. THE MINIMUM STATED REQUIREMENTS. o MASTER CORRECTIVE MEASURES WILL BE REQUIRED IF EXISTING CONTINUOUS DOUBLE TOP PLATE Z BEDROOM FLOOR FRAMING IS LESS THAN MINIMUM. 2 X 6 BOLTED TO FRAMING HEADER: 2 - 2 X 10 2 ROWS 'FASTEN MASTER' %s" X 4 y" 'LEDGER LOK' @ 16" O.C. TYPICAL EXTERIOR WALL: SIDING TO MATCH EXISTING BUILDING WRAP 1/2" CDX PLYWOOD SHEATHING 2 X 4 AT 16" O.C. I V2 x 10 (ASSUMED) -VIF R-13 FIBERGLAS INSULATION = I 1'-4" +/- SEE NOTE 1 NOTE CAREFULLY: POLY VAPOR BARRIER I KITCHEN PRIOR START OF 1/2" GWB U 3/4" PLYWOODI N CONSTT RUCTION THE CONTRACTOR IS TO VERIFY • ? 2 X 4 TRTD SL� PERS R-19 INSULATION THAT THERE IS A CONCRETE TYPICAL SILL DETAIL: I I FOUNDATION WITH A CONCRETE ANCHOR BOLTS AT 4'O.C. co TUBE STEEL I I FOOTING AND THAT THE SILL SEAL FOAM INSULATION ti COLUMN BRIDGING AT EXISTING SILL IS CONNECTED TO DOUBLE 2 X 4 TREATED SILL (BEYOND) j j CENTER SPAN THE FOUNDATION WITH%"dis.ANCHOR BOLTS 12" FINISH GRADE I FROM A CORNER AND A MAX.OF (SLOPE TO DRAT 00 FINISH GRADE 6 ft-0 in OC. THE CONTRACTOR IS TO PROVIDE Z ti;r 2 X 10 AT 16" O.C. DOCUMENTATION AND r 81, CMU CRAWL CERTIFICATION OF THE ABOVE i 2 # 5 REBAR ��pttH OF TO THE ENGINNER AND THE SPACE , BUILDING DEPARTMENT. TOP & BOT. LAWRENC HAROLD H IF THE CONDITIONS ARE NOT IN o N VIP,: rn COMPLIANCE WITHTHE ABOVE _ _ CONSULT THE ENGINEER FOR 12" CMU ,Fc, �� REMEDIAL DETAILS c"gsf© l E�Ga�� 20"X 10" 14'-0" G6rZr� cu PoR. POURED CONCRETE w*- Ax, FOOTING NOTE.CAREFULLY: V.I.F. ADEQUATE SHOULD ANY UNFORSEEN LATENT SOIL BEARING SEE SECTION D-D FOR PLANS FOR CONDITIONS BE UNCOVERED CMU GROUTING REQUIREMENTS DURING THE COURSE OF CAPACITY. UNDER STEEL COLUMN CONSTRUCTION THAT APPEAR MIN. 4,000 PSF QUESTIONABLE iPIE $�IN -HOWARD CO ANCWI CROSS SECTION A - AXCT1 417 JOHNSON STREET BUILDING CODE,OR DRAWINGS NORTH ANDOVER, MA THE CONTRACTOR IS TO NOTIFY PROPOSED THE ENGINEER FOR REMEDIAL CORRECTION DETAILS SCALE:1/4"=1'-0" DATE:10/3/09 2X6AT16" O.C. yt s�,,�,� RRolti otlkeQ stoe NEW BEAM 4" oc,gVnctNo, an4HR S tee- 2 DC 2X6AT16" O.C. 2X4AT16" O.C. � CONTINUOUS DOUBLE TOP PLATE WOOD CEILING HEADER: 2 - 2 X 10 �.t oC,,SQhuN6 L4G SQAGt� TYPICAL EXTERIOR WALL: $•n,ps oN Nrrrs s SIDING TO MATCH EXISTING NEW BEAM: (:ttv-`- V%liple4e. t 5EE pRAVIV(s OPR W Rows BUILDING WRAP 7 2 - 1.75 X 7.25 LVL 1/4'a x L SCREW LaNCTM Or-. 694C-�UA+ 1/2" CDX PLYWOOD SHEATHING 2 X 4 AT 16" O.C. :) At.t_ i rtam e e a cul. oER+++s s = AAs scaEws. R-13 FIBERGLAS INSULATION 1'-4" +/- REMOVE EXISTING WALL E0. 1 POLY VAPOR BARRIER 8) ASL• 3 ,64- McMeea Lw� a BAM s 1A GWB v 4HAvl6 SCO.Cwt l=Ro�+'� 30TH stoES Z 3/4 P D ON 2 X 4 D SLEEPERS R-19 INSULATION 4) Ibt-l- SCRPWS 40 SDs scA ews TYPICAL SILL DETAIL: g 5trwpso�v /+' ANCHOR BOLTS AT 4'O.C. co SILL SEAL FOAM INSULATION ti BRIDGING AT DETA tL OF GoNNEGTruG DOUBLE 2 X 4 TREATED SILL CENTER SPAN LVL MEMBERS 'Toe,er*+c R FINISH GRADE _ Co FINISH GRADE (SLOPE TO DRAT z L; 2X10 AT 16" 0.C. CRAWL SPACE ,. 2 # 5REBA yc TOP & BOT. C +' / O/sr/v 9 'O < 763 /QNAL EtiG 14'-0" •it cep FotK FR.An.�.uG- 20"X 10" POURED CONCRETE FOOTING V.I.F. ADEQUATE CROSS SECTION B - B XCT2 SOIL BEARING PLANS FOR CAPACITY fDE�TIERMAWHOWARD 417 JOHNSON STREET NORTH ANDOVER, MA SCALE:1/4"=1'-0" DATE:10/3/09 2 - 1.75" X14" MATCH ROOF PITCH MICROLAM LVL BEAM ,� 16" O.C. a 2 ROWS Ya' X 3 Y2' X 3 Yz @ TO EXISTING MAIN DWELLING RIDGE VENT 2X10 AT 16's O.C. 4 - 2X4 POST. 'SIMPSON' ACE6 MAX 5/8" CDX PLYWOOD 2 FRAMING CONNECTOR ROOF SHEATHING ASPHALT SHINGLES 2 X 6 AT 16" O.C. R-30 INSULATION I I -1--214 1" AIR SPACE ABOVE RAFTER TO TOP PLATE I I CONTINUOUS DOUBLE TOP PLATE FRAMING CONNECTOR. 5 t+vlPs ol+ 47--S �✓�` �GWB ON X 10 TYPICAL TYPICAL EAVES DETAIL. 1 X 3 STRAPPING HEADER: 2 _2 FASCIA & SOFFSOFFIT MATCH 2 _ 2 X 4 POST. UNLESS NOTED OTHERWISE CONTINUOUSALIGN WITH HIP DOUBLE TOP PLATE 3/4" T&G PLYWOOD. TYPICAL EXTERIOR WALL: METAL DRIP EDGE NAIL & GLUE TO FRAMING RAFTER. ALIGN ICE/WATER SHIELD WITH COLUMN SIDING TO MATCH EXISTING 2 - 2 X 6 WITH 1/2" PLYWOOD HEADER v R-19 INSULATION IN BASEMENT BUILDING WRAP PERIMETER "RIBBON JOIST" 1/2" CDX PLYWOOD SHEATHING BRIDGING AT 2 X 6 AT 16" O.C. TYPICAL SILL DETAIL: _ CENTER SPAN R-19 FIBERGLAS INSULATION ANCHOR BOLTS AT 4'O.C. POLY VAPOR BARRIER SILL SEAL FOAM INSULATION 1/2" GM DOUBLE 2 X 6 TREATED SILL CONTINUOUS RIBBON JOIST 2 # 5 REBAR \ 4;; 2 X 10 AT 16' O.C. TOP & BOT. 'STEP' TOP FOUNDATION BEAM: 3 - 2 x 12 ACCORDING TO PROPOSED _? WATERPROOFING FINISH GRADE Z- 3 1/2" DIA. CONCRETE FILLED. STEEL PIPE COLUMN. FINISH GRADE 4 SOLID PVC SLEEVES :� ALIGN WITH 2- 2 X 4 POSPITCH TO DRAIN AT 8' O.C. :.j. UNDER HIP RAFTER - . 4 THICK CONCRETE SLAB POURED CONCRETE PERIMETER FOUNDATION DRAIN: _ : Oil - '�= FOOTING & 4 DIA. PERFORATED PVC PIPE 3/4" CRUSHED STONE M FOUNDATION FILTER FABRIC "WRA ;•. DISCHARGE TO APPROVED " LOW POINT — 1'-8" — — 3/4" CRUSHED STONE 30" SQ. X 12" NPS MIDDLE SPAN OF BEAMONCRETE— LAT E L RE CE CyG ARCS 0), PLANS FOR V.I.F. ADEQUATE y 10/slog og z»65 ° DETERMAN-HOWARD SOIL BEARING CAPACITY �� c,s.i�_� ��� 4,000 PSF sS��NAt EN � ORL417 JOHNSON STREET NORTH ANDOVER, MA C SCALE:114 =1-0 XCT3 DATE:1013/09 CROSS SECTION C v I I OUTLINE OF EXISTING I DWELLING WALLS BELOW. I SHOWN DASHED I EXISTING WOOD TUBE STEEL POST I FLOOR STRUC URE I ( OVER FRAME I I ROOF THIS AREA II � � I -- GROUT SOLID 3 CORES FULL HEIGHT OF EXISTING CONCRETE BLOCK FOUNDATION WALL. AlI 2 - 2X 12 HIP BEAM SECTION D - DI L _ _ _ 'OVER FRAME' N.T.S. — ROOF THIS AREA I _010I I I 2 - 2 X 4 POST. 2 X BLOCKING ALIGN WI'PH BASEMENT I I COLUMN. 3 - 8 D TOE NAIL I EACH BLOCK I I 2 X NAILER 2 ROWS 'SIMPSON' ROOF FRAMING P TB1475 S @ 16" P.C. MASTER BED W8X24 oy N.T.S. HMOLD N PLANS FOR DETAIL SECTION E - E OGD�Nrn 776 O y DETERMAN-HOWARD N.T.S. `'j L NAL L,P� 417 JOHNSON STREET A NORTH ANDOVER, MA GGRT.F t t V pox Fecq..o.�.vG SCALER/4"=1'-0" DATE:10/3/09 STRUCTURAL GENERAL NOTES: • DETERMAN 419,JOHNSON ST.NORTH ANDOVER,MA. 7-10-09 g RRGE D MALI. pAAJ EL ADD%-rl ONAL C Ctu V E C71oAJ5 Al-L1. ALL LVL BEAMS SHALL BE i LEVEL b WEYERHAEUSER TRUS JOIST FIS R VV �t xT RIG C W ALt.S 5 602.t Z t Y GONTuvUduS 9tRt.1G'tt�Ml.. ptWEf. SKEATHIN6 ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES LL OTNt:iE N/itGYvMr}T 154owN Z*- RECOMMENDATIONS AND SPECIFICATIONS.E=1,900,000 PSI,Fb=2600 PSI. ALL COLUMNS DESIGNATED ON DRAWINGS TO BE PARALLAM PSL 1.8E 2500Fc, $E INLCFO RM4AICQ vu tT�t TAtil t SG02.3�t DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE WITH ANY HOLES 42 F 't14E. MRSs Gone EXCEPT AS ALLOWED BY MANUFABTURER. 7r,4 M9 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR see paws AM1O 3-1641 SuB.RK LESS TO BE NAILED TOGETHER WITH 3 ROWS 16 d @ 12"oc.FROM EACH SIDE SBGTt oN4 FOR 161, op OR AS SHOWN ON DRAWINGS. V4v9tjkt4ANE CWVS B 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE An19 C.EtLcuCw _ MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF'h" dia.BOLTS RACIER Gouty ANSI/ASME STANDARD B18.21-1981 @ 12"oc.STAGGER OR OFF SET EACH ROW t.± BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF 3 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON 2x BLOGr_lk)s DRAWING. 8dt G 6"ot 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 3-$A PER Bt.orra TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3.5"OR AS ToB t4MLS.. DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. Zx 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE CowwBGt pR`t-tAtbt.L $<pGr IN6 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@ w%M Ty PC W or S AT.tb"ot PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. A"L C S o t 2"o e PBR AT STtioS 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS 6"OC. r�SN G toot w.z►+ @ � CoNwEcT t'�P PTaAt1o�.► s�g. pasT PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. SNfATH 1NV _.------------ - 0ntif CORNER STUDS TO BE ATTACHED TOGETHER WITH A61)NAILS @ 24"OC.OR AS w,i-µ gel a 0"c c J of s T SHOWN ON DRAWINGS At.L PANEL_ RAN r 8. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S 69485 At-P ...... _..-.__.._._....._ ... SCREWS IN ACCORDANCE WITH ASTM C1002 @ 12"OC.AND SHALL PENETRATE 12" A- AT FRAMING A MIN.OF 5/8" I'vrect i OIL 9. ALL OTHER FRAMING TO BE PER THE 7TH. EDITION OF MASSACHUSETTS STATE LocArtvajS FRAMING IouffR� t(," of BUILDING CODE.FRAMING LUMBER fb=875 psi, E=1,300.000 psi B ItRL¢D 4rALL 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE, INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LEAD TIME FOR DELIVERY. USE SHAPSON HURRICANE TIE AT THE EAVE END 16d� NatLs OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS TO BE CORRISON 3 Z"x •t 35 PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES RECOMMENDATIONS,OR STAINLESS STEEL. s Jo�eT 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE J. SPAN MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND isA t 6"oc SPECIFICATIONS FOR LVL BEAMS RtM 90AP.O 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNTERUPTED SUPPORT To PLOT@ t�t Q k3o� AucstoR INBOLT W%rt4 '7"" N.�Tp,WA!HtiR ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. t ti p t 1 , 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD 3x2"% u. 2 IO CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE avh HC. Al.s Maz ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. VEo*P_ /DICVt.A (i 1D G'-o" oa ORAS SKownJ PARA IL Rx TO 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT Ft-ooR FRAM�uG oN oRAwbot S F1 IL FRA,MIaJb DRAWINGS INCLUDING SHOP DRAWINGS. MtN 2 6oLrs�wtil.L E�GntiEvT 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. 16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT INSTALATION MANUAL. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 5602.10 OF 17. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND THE 7"H EDITION OF THE MASSACHUSETTS STATE BUILDING CODE FOR SNOW LOAD 50 PSF,DECK LL 60 PSF WIND LOAD 100 MPH.EXPOSURE B. 1&2 FAMILY DWELLINGS AND ALTERNATIVE DESIGNS AS INDICATED ON 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES MINIMUM BEARING CAPACITY OF 2 TONS/SQ FT. AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 5602.10 OF THE 7TH EDITION OF ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS AND ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE ALTERNATES AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW WALL BRACING REQUIREMENTS OF THE CODE. OPENING SIZES AND LOCATIONS,OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF THE CODE. POSH Of {� 20. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A PART OF ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED. !AW RE CE CyG DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED HAR D N WITHOUT APPROVAL OF THE ENGINEER o OG - r^ PLANS FOR 21 AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS TO PROVIDE A CERTIFICATION TOTHE OWNER THAT ALL WORK WAS �V2 765 o D E T E R M A N-H O WA R D PERFORMED ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES U INSTALLATION REQUIREMENTS AND THE 7TH EDITION OF THE " - �� MASSACHUSETTS BUILDING CODE FOR 1&2 FAMILY RESIDENCES. :.=` -`,G 417 JOHNSON STREET M.,ra GelLTip(cD Po L NORTH ANDOVER, MA ENGINEER:LAWRENCE H.OGDEN P.E. 198 EAST MAIN STREET GEORGETOWN,MA.01833 SCALE:1/4"=V-0" DATE:10/3/09 978-352-8318, cell 978-502-5921 GNTRUSJOISTLVLBEAM.DOC 7/5/09 North Andover MIMAP 417 Johnson Street December 3, 2009 098.A-0112 038.0-0015 37 0024 098.A-0046 _ 098.4-0045 261' 189, 098.A-0043 098-N-0001 038.0-0064 098.A-0044 098.4-0111 038.0-0063 9 4-0049 \ Gr 03 . 40' \c\' 098.A-0050 �0 63' 038.0-0090 038.0-0016 er` d 39• c5 098. a - 051 ��Sav 098.A-0029 11 098.4-0036 038.0-0088 038.0-0068 098.A-0037 098.4-0002 098.40038 O%IF O' it 8.4-0039 sir , 038.0-0017 1 098.40022 q , � I 098.A-0035 098.40032 098.4-0005 098.40034 1, B.o-ool 098.40023 8.40109 098.A-0069 098.A-0024 098.40108 5 �paa 27, 1 098.A-0025 i 098.A-0107 098.40020 r' 098.A-0106 A-00 098. 01 Rail Line Wetlands Interstates Exempt Lands Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83, Interstate ^WSPZoneA Major Roads - Meters Data Sources:The data for this map was produced by Merrimack - Roads � WSP ZneB O•f RT�q OO Valley Commission lMVPC)using data provided by e of of WSP ZoneC <tae North Andover..Additional data provided by the Executive Office rEasements Environmental AfairslMassGIS.The Information depicted on this map Is Streams3' L far planning purposes only.It may not be adequate for legal boundary O Ar de8nitlon or regulatory Interpretation.THE TOWN OF NORTH ANDOVER 17 MVPC Boundary ~ •.-W 9 MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING Municipal Boundary • • THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY # i ^ ✓w OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT C3 Watershed �o • ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF Watershed Sub-basin .y;�o '�t� THIS INFORMATION 0 Parcels SgACHUSE Hydrographic Features Floodplain 0100 1"=146 ft 600 North Andover MIMAP 417 Johnson Street December 3, 2009 A- 49 G� f 3 *- 0020 Interstates Interstate — Major Roads Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83, Roads Meters Data Sources:The data for this map was produced by Merrimack NORTH Valley Planning Commission(MVPC)using date provided by the Town of Ce Easements �t t`eO r '�� North Andover.Additional data provided by the Executive Office of MVPC Boundary ? �t ��� Environmental Affaim/MossGIS.The Information depicted on this map Is Parcels for planning purposes only.It may not be adequate for legal boundary A. 9 MAKES O regulatory Interpretation.THE TOWN LI NORTH ANDOVER MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING t THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY ♦ t + OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT # �o10 �� • ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF THIS INFORMATION �1SSACMU Et I"=146 ft w�° Residential Property Record Card PARCEL ID:210/098.A-0002-000O.A MAP:098.A BLOCK:0002 LOT:0000.A PARCEL ADDRESS:417 JOHNSON STREET FY:2009 PARCEL INFORMATION Use-Code: 101 Sale Price: 370,000 Book: 06170 Road Type: T Inspect Date: 07/05/2004 Owner: Tax Class: T Sale Date: 05/29/01 Page: 0053 Rd Condition: P Meas Date: 07/05/2004 DETERMAN,JAMES Tot Fin Area: 2245 Sale Type: P Cert/Doc: Traffic: M Entrance: C NATALIE C HOWARD Tot Land Area: 0.98 Sale Valid: Y Water: Collect Id: RRC Address: Grantor: CHARLES FIELD Sewer: Inspect Reas: M 417 JOHNSON STREET Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% / NORTH ANDOVER MA 01845 RESIDENCE INFORMATION LAND INFORMATION Style: CO Tot Rooms: 7 Main Fn Area: 1043 Attic: N NBHD CODE: 7 NBHD CLASS: 7 ZONE: R3 Story Height: 2.00 Bedrooms: 3 Up Fn Area: 1202 Bsmt Area: 651 Seg Type Code Method Sq-Ft Acres Influ-Y/N Value Class Roof: G Full Baths: 2 Add Fn Area: Fn Bsmt Area: 1 P 101 S 42860 0.980 224,474 Ext Wall: AV Half Baths: Unfin Area: Bsmt Grade: VALUATION INFORMATION Masonry Trim: Ext Bath Fix: 0 Tot Fin Area: 2245 Current Total: 446,500 Bldg: 222,000 Land: 224,500 MktLnd: 224,500 Foundation: CN Bath Qual: T RCNLD: 221995 Prior Total: 446,500 Bldg: 222,000 Land: 224,500 MktLnd: 224,500 Kitch Qual: T Eff Yr Built: 1962 Mkt Adj: Heat Type: HW Ext Kitch: Year Built: 1920 Sound Value: Fuel Type: O Grade: AG Cost Bldg: 222,000 Fireplace: 1 Bsmt Gar Cap: Condition: A Aft Str Val 1: Central AC: N Bsmt Gar SF: Pct Complete: Att Str Va12: Aft Gar SF: 598%Good P/F/E/R: //100/75 Porch npe Porch Area Porch Grade Factor E 140 P 35 W 240 SKETCH PHOTO 2,1 20w FU"0.5/G 12 240Sq.Fd2 598 Sq. €�26 Ir E FM FU/FM 1440 9440 9,ft 252 Sq. 4 FU/FM/1 23 10 101 18 f1a �r 651 Sq. 31 31 A 21 3 q.R d, 4 417 L-2A JOHNSON STREET Parcel ID:210/098.A-0002-OOOO.A as of 12/3/09 Page 1 of 1 i v f � SLS PH: 8-6-688-6336rd Street North Andover,MA 01845 Building Contractor FAX:9784M7207 Proposal TO: Jim Determa n&Natalie Howard 417 Johnson Street All Home improvement Contractors and Subcontractors engaged in home improvement contradim,unless North Andover, Ma. 01845 spear.ally exempt from registration by Provisions of Chapter 142A of the general laws,must be registered with the Corrrranweallh or MassadruM.Inquiries about registration and Status should be made to the 13iredor,Home Improvertterd Contract Registration,one Ashburton Plaoe, From Kevin Murphy Room 1301,Boston,MA 02108.(617}727&%8 CC: Dates 10/27/2009 Job: Bedroom/Kitchen addition/renovation Date of plans: 10/09 Architect: Steve Foster Location: Same Section 1-Work Schedule Contractor will begin the work or order the materials before the third day following the signing of this agreement,unless specified here in writing contractor will begin work on or about 11/1/09. Barring Delay caused by circumstances beyond Contactors control,the work will be completed by 3/30/09.The owner hereby acknowledges and agrees that the scheduling dates are approximate and that such delays that are not avoidable by the Contractor shall no be considered as violations of this agreement Section 11-Warranty The Contractor warrants that the work fumished hereunder shall be free from defects in materials and workmanship for a period of 1 year following completion and shall comply with the requirements of this Agreement In the event any defect in workmanship or materials, or damage caused by the Contractor, his subcontractors, employees or agents, is discovered within one year after completion of any job, including cleanup,the Contractor shall,at his own expense,forthwith remedy,repair coned,replace,or cause to be remedied,repaired,or replaced, such damage or such defect in materials or workmanship.The foregoing warranties shall survive any inspection performed in connection with the agreed-upon work. Section 111—Scope of Work a , � II$evfim fi MULMNY Page 2 of Mulldiag contaactoa 169 Bo)dord Street North Andover,MA 01845 PH:97868&5335 FAX 97868&X0)0( General Proposal is based on final plans dated 10/09, provided by owner. Certified plot plan has been provided by contractor. Building permit will be provided by contractor. No allowance has been made for any variances, board of health,or conservation approvals. Demolition Existing sunroom on front of house, will be demolished and disposed of. Existing kitchen area will be completely gutted.Other walls/areas will be demolished as required. Excavating Excavation required for full basement area under new bedroom, and crawl space foundation under new kitchen area will be provided. Backfilling and rough grading will be provided.Any additional fill will be removed from site. No allowance has been made for removal of ledge, relocation of any underground utilities, sprinklers repairs, landscaping,or lawn repairs. Foundation Poured concrete foundation will be provided as shown on plans. Footings will be 10x20",walls will be 10"thick, grade to be determined in field. Four inch thick concrete floor will be poured in new basement area, over crushed stone base. Rough concrete floor will be poured in crawl space. Concrete cutting will be performed to provide access to new basement areas. Building All frame, roof, and siding materials will be provided to match existing/meet code/as shown on plans. Floor joists and roof rafters will be 2x8/2x10 as required, exterior walls wil be 2x4. All floor,wall, and roof sheathing will be fir plywood(3/4 on floors, 12 on walls,5/8 on roof). Ice&water sheiks will be installed at all roof edges. Thirty year roof shingles will be supplied / installed to match existing. No allowance has been made for any metal roofing, or stripping /reroofing of existing house. Exterior walls will be wrapped with Tyvek or equilalent, siding will be pre-primed red cedar shingles. No allowance has been made to strip vinyl siding from existing house. Harvey vinyl windows will be supplied / installed as shown on plans. Therma-tru or equivalent, steel exterior doors will be supplied and installed. Plumbing Plumbing required to renovate existing kitchen, and install new masterbath will be provided. Owner to supply kitchen sink and faucet. An allowance of$1100 has been included for bath fixtures ($500 for tub, $200 for tub valve,$200 for faucet,$200 for toilet). No allowance has been made to renovate any existing bathrooms. Electrical Fifteen recessed lights have been t wire addition/renovation to code will be provided. g Electrical work required o included.Additional lights can be added at a cost of$75 per light Phone/cable/computer lines will be roughed in by electrician,to be connected by service provider at owner's expense. Surface mounted fixtures(ceiling fan / wall sconce etc ) to be provided by owner. General layout to be approved by owner prior to rough. No allowance has been made to upgrade existing electrical service. Ecevrhm Mmgpn0y Page 3 of 6� Ekd1ding ComtaacCoa 169 Boxford street Math Andover,MA 01845 PH:976688-5335 FAX 97&6W)O= Heating/Air Conditioning Forced hot water heating will be added/relocated in new bedroom, kitchen, and renovated areas as required. No allowance has been made to replace/upgrade existing boiler.Master bedroom will be a separate zone. No allowance has been made for any air conditioning. Radiant floor heating can be added in new kitchen area for an additional cost of$7500. Insulation All added/renovated areas will be insulated to meet or exceed code( R-19 in floors, R-13 in exterior walls, R- 30 in ceilings). Plaster All added/renovated areas will be blueboarded and skimcoat plastered. Walls will be smooth, closets will be textured,ceilings to match existing. Interior Trim/Doors Pre-primed interior trim and doors wil be supplied and installed to match existing. Door units will be solid core, six panel units. Painting All interior painting will be provided.All surfaces will have one coat of primer,and two coats of finish applied. No allowance has been made for any exterior painting. Flooring Hardwood flooring will be provided in bedroom/office, kitchen, and family room areas. Tile will be provided in renovated entry area and masterbath.An allowance of$5 per square foot, has been included for file materials. kitchen area can be tiled for same cost as hardwood if you stay with in allowance) Other Allowances An allowance of$20,000 has been included for kitchen cabinets and countertops. An allowance of$1500 has been included for masterbath vanity and countertop. No allowance has been made to supply kitchen appliances. Waste Removal All demolition/construction debris will be disposed of by contractor. L��g1 PageW of ruattng co=aaaaoa 169 Bo ftd street North Andover,NIA 01845 PH:978-688-5335 FAX 978-688-X)00( Section IV—Price Schedule We hereby propose to furnish material and labor—complete in Accordance with above specifications for the sum of... ... ... ... ...... ... ... ...... ... ....$ 173,500 Payment to be made as follows: Percenta efitem Description Amount 1 Permit obtained $4000 2 Foundation complete $20,000 3 Roof framing complete $35,000 4 Siding /windows installed $201000 5 Rough plumbing / electric complete $20,000 6 Plastehng complete $151000 7 Cabinets / interior trim installed $35,000 8 Painting /flooring complete $15,000 9 Job 100% complete $9500 Total 9 $173,500.00 "t4O4oe:No agreerrrark for Home irrprouernerrt contracting work shall reWm a down payment(a&-am deposit)of more that or*4wd of the total contract Price of the fatal ernout of ell deposb or paymertls wtuch the contractor mst make in adva=,to cider ardtor*www otrlain Mmy of speaal ader materials and equipment whirr er is Beater Contractor. Kevin Murphy 169 Boxford Street No.Andover,MA 01845 Registration No: 101874 Section V—Acceptance Acceptance of Proposal—I have read this document and accept the prices,specifications,and conditions stated. I understand that upon signing,this proposal becomes a binding contract.You are authorized to do the work as specified. Payment will be made as outlined above. You the buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction cancellation must be done in writing DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES Signature Data. 11 Z 12-621— Signature Date The Commonwealth of Massachusetts Ll Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, .MA 02111 kv www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/ElectridanOlumbers Applicant Information Please Print Le 'bl Naxne(Business/orpnizationWividual): `�e....t► o ���s� .f — Address:_ City/StatelZip: hone#: �1 t S-3 3 T Are you an employer? Check the appropriate boat: Type of project(required): I am a employer with_, 4. ❑ 1 am a general contractor and I 6. ❑New construction employees(full and/or part-time). ` have bifid circ attasub-ched sheet ? Remodeling �.❑ i stn a sole proprietor or partner- listed on the attached sheet t ship and have no employees These sub-contractors have S. ❑ Demolition workers' comp. insurance. . 9. Building addition working for mein any capacity. B o workers'comp. insurance S. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] 11.0 Plumbing repairs or additions 3.El am a homeowner doing all work right of exemption per MGL myself.(No workers' comp c. p.lo §1(4),and yees• (No workers'have no 12.0 Roof repairs insurance required.]t cup13.[] Other comp.insurance required.) Any applicastt that chedrs box tt i must also fin out the section below showing their workers'compensation policy infomntion' Homeowners wbo submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such -ontracton that check this box moat attached an additional dim showing the amore of the subcontractors and their workers'comp.policy information. am an employer that is providing workers'comPensatian.insurance for my employees. Befow is the.polky andjob site nforntation. n9urance Company Now __�,v �-.a� 1•-�S, , 'oficy#.or Self-ins.Lic #:_S„e _w C f/,'_�La.3 Expiration Date: '1. ( V 1,0 ob Site Address: 1M__J / A ,^J Sd' City/State2�ip: testi t� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). ,allure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ine up to$1,500.00 and/or one-year imprisonment, as well as"penalties in the form of a STOP WORK ORDER and a fine )f up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of nvestigations of the DIA for insurance Coverage verification do hereP certify ander the pains and penalties of per,jury that the information provided above is true and correct. l, 3i attire: Date: o trial use only. Do not wrke In this area,to be completed by city or town offkiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: coon CERTIFICATE OF LIABILITY INSURANCE DATE('�°'""^'I b!.V4 ft*sZtm rnsu>r � �7'I�ICATE IS im9lIED A8 A YATTER OR HYFORZLvQ 1064 Osgood 8ts1let A�sQY QN1.Y AND CONFg NO f�taIMTB tJPpN ' G'EiYtiRCI Wien A7E HOLGIE1t. 'PMIS CRR7IFICA DOES NOT ,q�END BxTRND OR I)ROxth AI>dpy hal 01643 T!R THE COVERA AF�q ED RY THL P lima8 O im I1NiUR8D _ IN MURS1 AWORDm C KEVIN HUM RR4X=Zn INUIIt:Rk 0VMat- NAIC9 169 B082'M sumo IIN;UIlR s NW= ASA, WR 01846 1gIIRIlRQ IINluIlR n --,. COVERAGE PO�IaC�EBt�60"NMII! OUWWMAVE »q�TO'TMIR�>tp MAYl�ER1'Ap�1 � �ANY OD(vfR4CT OR�R pp�y�`by FaR�PQl.IGY PB�IQd INDICATID.NO'iWlTt•BTANDIt43 CIEA1:POt m SY7HE POUCI88 DE Q NSI Ig BUBJfiCi 7�0 �WHIW NS CERT TATE LMY BE OR . AQt A7i~I.IlN189FbWNMAYWIVEt�Yf BYPAIDCIAMA$. .E Lt1310NBANpCONOITBEG& ,l { Immpa,lorMu RIAIIY L1Mt! -- A IlQfiMMLVAL"y cIAM!lwnclilowupiemodefise 04 11/22/09 11/22/09 Ma04W i 0 PEtlI W.LAA0VlAJmIRY 1 ,000,000 4iNMl,AGNMO 1 TOLIS?APPIM8MM AOfi1[CA16 ! () pRODUpP8-CDmP A80 i Q00 .000 � �UANUTY A7rYAU1Cl Ec�esMlc�etruR ! 500,000 KLQMIIQDAUI08 7AM277013608 1/23/09 1/23/10 �°l "Rr W=AIlT08 NCN�W►ItDAUTt� pY� ! (pa�v oAas s 500,000 eI1RMe umtt'Y +�f AMYAU1Ci ONLY-8n Dsrlr lAa listOtfftRTNAµ ac llNtiY ONtr; Om" _Ct AM8 AMI01! !°ACN OQOlIry ; AtiORloA" s Owumftl s +tioramsr . AND"OlLQIANtNYI nny Y SIA CiIICawk QD6931 7/1/09 y ° —. i 000 /�./i0 Baa a 01FlR so 0 �101` ►►oa�w►verra�llotra,�,�lc�elaereftnalssetr�l�I,�u, AX: 878-688.7207 CAifCELE,A N SHOIuAAtiIY0RT1iiA�Yt Iseclueeopa�aYeec,u�,tecewol�tNee>a+nanaN 4P' IR01tx'J!!1 A14vov= TI "Wl TME fft0NO IISURNR MALL WmAVOR TO MAN. DAVO VMTra 3.400 OSGOOD I I Notl0e W7ft fttTrAMTE 1101 p R NgNNID 701W I.EM Our X=" IMPOSE no 4NJau� � +�Tt!ao ao iltAlc Ate, MR Oi848 na MOM GR rwlMgllmtD m �Rp>Zlt� W9ry no ACCRD W"*and bgo NIR 1904M ACORD TtON. AN rWft t�ear�d. 1'e861ld nm t1 of ACORD ENERGY CONSERVATION APcPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR,Appendix J Applicant Name: tCP__1.Z I►.,_,r Site Address. Applicant Add, • f r I own: � 1 gid SJ, Use Group: — � (a..-.+.�,,N.1 /�•�� Date of Application: \U Applicant Phone: -t! 1.!EmS2 Applicant Signature: Compliance Path (check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1 b): Heating Degree Days(HDD65)from Tabie J5.2.l a: (For items d.through i.,,fill in all values that apply from Table J5.2.1 b:) a. Gross Wall Area sq.ft f. Wali R-value R- b. Glazing Areal sq.ft. g. Floor R-value R- c. Glazing %(100 x b+a) % h. Basement wall R- d. Glazing U-value �J- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE ❑ Component Performance: "Manual Trade-Off'(Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J,[and HVAC Trade-Off Worksheet,if applicable) ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy hating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Re istered Architect or En incer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Udall+Ceiling Area l\ sq.ft. b.Glazing Area I <o 5 sq.ft. c. Glazing%(100 x b+a)1,% ❑ ADDMON with Glazing % (c.) up to 40% may use.780 CMR Table 11.1.2.3.1 below: r r_ rVTT?4FNfTJM R.Valu— ,Zia l 3 F o a V4� 02 a 9 -f 4 ft I Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. R-30 ceiling insulation may be used in place of R-37, if the insulation achieves the full R-vJue ever the e-itire ceiling area not compressed over v3erior walls,and including any acce.w openings.) ❑ "SL"`MOOi<I"addition(;neater than 40% blazing-to-wall and ceiling gro;,•s area) Attach "Consumer Information Form"from 7080 CMR. prA-ndix 6. 1fficial's Name: Official's Signature: ASSESSOR INFORMATION: MAP 98A LOT 2A �C'�a'17C DEED REFERENCE: BOOK: 6170 PAGE: 53 OWNER INFORMATION EX. SHED JAMES DETERMAN NATALIE HOWARD 417 JOHNSON STREET S15°59'20"E 14.1' NORTH ANDOVER, MA 01845 118.30' ZONING INFORMATION: iv (-n ZONING DISTRICT. R3 MIN. BUILDING SETBACKS.* FRONT. 30 FEET SIDE: 20 FEET 99.1' 69.4' ROOFED LOT AREA � SH SHED REAR: 30 FEET i 43,814 S.F.f cn EX. DWELLING STRUCTURE 101.9' PROP, 1 STORY ADDITION 6 N 4, N v N SNI A N g 26.4' ci °' PROP. 1 STORY ADDITION 140.0' 20.75' 26.7' 56.1' 55.5' 154.35' �I REBAR REBAR NI 4-59'56"W FND FND NOTES: 1) THIS PROPERTY IS NOT LOCATED WITHIN THE WATERSHED PROTECTION DISTRICT. THERE ARE NO KNOWN WETLAND RESOURCE 2) AREAS WITHIN 100 FEET OF THE PROPOSED 0 0 ADDITION. V I CERTIFY THAT THE STRUCTURES SHOWN WERE LOCATED BY AN INSTRUMENT SURVEY ao 0o AND EXIST ON THE GROUND AS SHOWN. 0 0 � C JO t o ti 585 SlONAI� PLOT PLAN OF LAND 417 JOHNSON STREET REBAR NORTH ANDOVER, MA 50.70 FND N16°05'41"W PREPARED BY. SULLIVAN ENGINEERING GROUP, LLC 22 MOUNT VERNON ROAD BOXFORD, MA 01921 JOHNSON STREET (978) 352-7871 DATE: 10121109 SCALE: 1 "=40'