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HomeMy WebLinkAboutBuilding Permit #375-14 - 15 HEPATICA DRIVE 10/22/2013 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: ( I� Date Received Date Issued- �D 1 IMPORTANT:Applicant must complete all items on this page LOCATION__/S.f1`�P � Print PROPERTY OWNER Ke, 1. �"'' ey, T�,r,C . Print 100 Year Old Structure yes no MAP NO: PARCEL: ZONING DISTRICT: Y /e Historic District yes no Machine Shop Village yes < no TYPE OF IMPROVEMENT PROPOSED USE Resid ntial Non- Residential I'lqew Building P115ne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Xat tic ❑Well ElFloodplain 11Wetlands ❑ Watershed District er/Sewer DESCRIPTION OF WORK TO BE PERFORMED, Identification Please Type or Print Clearly) OWNER: Name: eeV 4%v"e TL c Phone:'-9-6 9& r Address: D lee gA,c 4 D'e' /J"' 9-40lree f'1? � c9<BfFs f Goof CONTRACTOR Name:�►'L3�4*n "I C- � Phone: - Address: woo Supervisor's Construction License�S—07.�<3aa Exp. Date: /02 Home Improvement License: Exp. Date: • � ARCHITECT/ENGINEER ©Sy�iVi4K� a ec 4 h c Phone: 7elfl' I t-31' 61ZO 6 1lrl r1 {e�e-�- �Q � " 6In 4 ' _Reg. No. �l� Address: � � .� g FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ .J , z . D° FEE: $ � Check No.: 6 Receipt No.: -7 a 0-s' w NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature:of Agent/Ovvn -V-- -- - S�g �afure of contract ~ Plans Submitted ['71, Plans Waived ❑ Certified Plot Plan �' St ped Plans Q' Plans Submitted ❑ Plans Waived'❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF°:SEW-ERAGE:DiSPOSAL Public Sewer � Tanning/Massage/BodyArt ❑ Swimming Pools ❑ well ❑ Tobacco.Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc... ❑ - Permanent Dumpster on Site ❑ i THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE.APPROVED PLANNING & DEVELOPMENT ❑ ❑ I COMMENTS .CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date 0�/ Drivewa Permit D]PW Towo Engineer: Signature: Located 384 Osgood Street FIRE-DEPARTMENT '-Temp Dumpster on site yes no— Located-at 124 Mair, Street.-.,- Fire Departineritasgnature/date`' �t '' .. ., {• f COMMENTS , .. . . 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 NOTES and DATA— (For department use ® Notified for pickup - Date E Doc.Building Permit Revised 2010 `l I Building Department I The fol;`owing is-a-list of the required forms to be filled out for the appropriate permit to.be obtained. Roofivg, Siding, Interior Rehabilitation Permits u-: 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 o 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 ❑ 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 t In all cans if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apuaal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm:tted with the building application Doc: Doc.Buhding permit Revised 2012 f 4 Location No. ! Date • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ /00 Building/Frame Permit Fee �ao� Foundation Permit Fee $ Other Permit Fee $ TOTAL $x/.301 Check# !� r / "" Building Inspector �SS/SCNUSES CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 375-14 on 10/22/2013 Date: April 15, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 15 Hepatica Drive 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: Key-Lime,Inc. 10 Hepatica Drive North Andover,MA 01845 Building Inspector Fee:PrePaid $100.00 Receipt: 27025 Check : 6440 NORTH Town of 2Andover No. r h * ver, Mass Z2 3 Al COC"ICNl Wt" �'►• �,ds RgTED I,PA�.�S 1 V BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic Sys em THIS CERTIFIES THAT ............. .. �... .�.. .N..�. BUILDING INSPECTOR ......`. �........ . ......................... ....... has permission to erect buildings on .5 ,. , ,..�,! Found tion Rough C.-> Q� L. _ t to be occupied as .. : .`. !1,w..... ... S e, ......... .... ............. � v dim provided that the person It is permit shall in vJry respect conform to the terms of the application Fi al / on file in this office, and to ions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. .�' PLUMB INGr NSPK RoughFez- Final VIOLATION of the Zoning or Building Regulations Voids this Permit. , /Y7 IC4 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO T S ervic C1-t )51 .................. ...................... .................................. C,s� BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building 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. Smoke Det. SEE REVERSE SIDE C NORTfi 014 ,-CLAD fb *6 a APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION T. C«„,V BUILDING PERMIT # ��SSACHu ADDRESS/LOCATION OF PROPERTY: I:.,.µ Qi V Map 69?-[g Parcel !�/(p Lot Number SUBDIVISION: ©44 -0*10M J/6 L L if DATE REQUESTED FILED/READY FOR INSPECTION: .t CLOSING DATE ON PROPERTY: I�f FIVE 5 DAYS NOTICE PRIOR TO CLOSING DATE IS RE UIRED ( 1 O 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: 'C B)� �• we Address: 10 `C-4 Dieiviz. 049. ROUTING TOWN ENGINEER, SITE PLAN—DRIVE-WAY REVIEW ❑ CONSERVATION ❑ PLANNING ❑ DPW-WATER METER SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUpANCY/INSPECTION REQUEST DPW SIGNATURE File:Application for OC form revised Jan 2007/2011 NORTH 0�,,%-ED /b r h6 a, 6 O APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ..A`D BUILDING PERMIT # �9SSACHU5��� ADDRESS/LOCATION OF PROPERTY: Map B7 6 Parcel /(Op Lot Number SUBDIVISION: Lho DATE REQUESTED FILED/READY FOR INSPECTION: .LNS�c �yh �o �� d yl��fly CLOSING DATE ON PROPERTY: '��/_q FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REOUIRED 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: )-e� �'1,N c Address: /'o l��P '�� beiy 'Ve LP490ep Vl?�g- B/Bsli ROUTING TOWN ENGINEER, SITE PLAN—DRIVE-WAY REVIEW ❑ CONSERVATION ❑ PLANNING ❑ DPW-WATER METER SEWER CONNECTION " DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW I l SIGNAT ' File:Application for OC form revised Jan 2007/2011 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 350,125.00 m $ - $ 4,201.50 Plumbing Fee $ 525.19 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 525.19 Total fees collected $ 5,351.88 15 Hepatica Drive 375-14 on 10/22/2013 Single Family Home NORTH Town of E �. Andover No. h ver, Mass C6 L#* 22 , 2613 A- coc NICNl WICK y1. A�RATEio S ll BOARD OF HEALTH Food/Kitchen PERMIT T, LD Septic System THIS CERTIFIES THAT K .....W.M.e.., BUILDING INSPECTOR ............ . .... ...... �.-......................... .......ahas permission to erect . buildings on .5...... ..PA 4! � 0� Foundation ......................... ........ . .... ........... !g Rough to be occupied as .. ..t ��1..... ... ..... r... .... .Q.!!�............. Chimney provided that the person a c ting this permit shall in v�ry respect conform to the terms of the application Final on file in this office, and to t e 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 CONSTRUCTIOT S Rough Service .................. ............................................................. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building 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. Smoke Det. SEE REVERSE SIDE a � O'SUL`LWAN ARCHITECTS, INC. .. .. ARCHrtE=Fr=-DESM'N PLANNIW Rte . 114 rth Andover, MA mmmmEDmF-1 711 m m m DRAWING LIST ARCHITECT . DEVELOPER SITE ENGINEER G1 GENERAL NOTES AND SYMBOLS O'SULLIVAN ARCHITECTS KEY-LIME, INC: HAYES.ENGINEERING G2 SPECIFICATIONS 580 MAIN STREET, SUITE 204 10 HEPATICA DRIVE 603 SALEM STREET Al FOUNDATION:PLAN READING; MA, 018.67 NORTH-ANDOVER, MA 01845 WAKEFIELD,MA 01880 A2 FIRST & SECOND FLOOR PLANS Voice (781)439-6166 Voice(978):683-3163 Voice (781) 246-2800 A3 ELEVATIONS Fax (781) 439-6170 Fax (978) 685-1.099 . Fax(781) 246-7596 A4 SECTIONS A5 DETAILS UNII H A A6 FRAMING PLANS A7 FRAMING DETAILS CONSTRUCTION SET 05/ 1.5/2013 I STATE ENERGY CODE(29091ECC)Notes: 1.Refer to RES-CHECK for Compliance Report. 2.Supply ducts In attics must be Insulated to R-8 minimum 3.Return duels in attics must be irisulamd to R-8 m'Inlmum. 4 Supply,and return ducts In crawl spaces,unheated basements, . garages.and otherlocations outside.of condfilonedtiuildin CAW% . . envelope g pe ahall'be'insulatsd to R-B;.minlmum. i .. 5.Alfduats rnuet besealed: .. EXTERIOR STIR WALL WITH BATT INSIL, 5,All duct outside of conditioned building envelope,(crawl spaces, unheated basements,.garages,etc.)must be.pressure tested. EXTERIOR WOOD SHEATHING'WITH AIR. VAPOR B IS oyez 7.Piping for hydronic heating systems must be Insulated to R-3; INFILTRATION BARRIER 3W WOOD S�Fl_OOR . - PT)ITImUm.- ..- EXTERIOR SIDING' I. . . . 8.Occupied/conditloned.Spaces located at slabs on.grade must - - CONTIN.SEALANr.AROLw PERIMETER O S I,J L L I V A N have Insulation of R-10,minimum,to.a depth of 24 Inches: OF ELL104EAD . ARCHITECTS, I,NC. - -.9.All penetrations of building envelope,must be full sealed. - 10.'FHty percent(50%)of lighting lamps must be high.efficiency . - (npande'soent bulbs are not high efficiency). RIM JOIST ARCHITECTURE DESIGN-PLANNING _ 680 MAIN STREET,.SUrTE 204- .11.Post a certificate a rig�e maitlOrT levels and other energy' READING,MASSACHUSETTS 01867 efficient measures near the main electrical panel. FLOOR FRAMING . .. - HEADER'REFER WITH VAPOR Tel:(781)439-6166 Fax.(7811)4396170 .. - TO FRAMING - BARRIER E BATT . - - INSIA.ATION www.osullNanarchltects.corn . - - / ..REFER TO PLANS BILOO•PERMa TI•Y BASEMENT BUXHEAD/ 76eie ACCORDANCE WITH AM�ACTCF�SION IN � fl°1°e�°dime, hI ftle . 37-10' .. OF INSTRUCTIONS WSITE CONDITIONS o aaBUMn Nam.„n B' Uw / -VERIFY . - - /\ \\. 02013 OSWINeii PtcNOacls Inc. . 29,B* 5' INSULATED BASEIVIENT DOOR .. LBNE OF 9' .4. 4'9' \\/\\\/\\\/\\\\\ . REFER TO 0 Hepetice Kay-Lrnma..Inc: .. DECK )I — — — // // // ///// PLANS FOR. North Andover,MA 01645 .. ABOVE I .6X6 P.T.POST W/--/ - /\/\/\/\ //// LOCATIONS OF - . .. I ON IST D CONCRETE I A — INSULATION\�/�\//\\//\\//\\//\\ /�/ /// DRYWALL IN - p, F6.ISJ SONO LBE TO I .BASEv8Nf8 . LSI SIL( /i\\/i\ \ ; REURTO Old Salem Village GENERAL NOTES .. TO WALL I 14 F I I h FOUNDATION/\\/\\/�\/\�/\\/�\/ /// /' TYPICAL FOOTING/ . I: FOUNDATIONS I . . b: 1 O \\//\//\\//\\//\�//\\//\\//��� " DETAILOR WALL A) ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM — — — - BEARING CAPACITY OF 3,000 PSF SOUNDS PER.SQUARE FOOT). O UF'TO O %./ / / / / / / / % /\/\/\/\/\/ /j ADDITIONAL NOTES B) THE BOTTOM ELEVATION EXTERIOROF. FOOTINGS SHALL BE A MINIMUM. GR 0z COf.PACTED FILL i OF 4'-O'BELOW-OUTSIDE FINISH GRADE LOWER FOOTINGS AS REQUIRED TO - I � REACH ACCEPTABLE BEARING.. 10'CONCRETE BEAM TO:WALL T.O.WALL /\\/\\ I. I wOAirowITM pwo• POCKET L J a loo'-0 L ren a loa-0 I I /\\\j/\//\ C) THOROUGHLY COMPACT THE BOTTOM OF EXCAVATIONS PRIOR.TO 'I CONT.CONCRETE .. I - I POCKET. I,. FORMING FOOTINGS' FOOTING(TYPJ �'��• I. O I. :I x///\/\/\/ •� •� a D)ALL FOUNDATION WALLS SHALL BE BACKFILLED EVENLY ON BOTH SIDES `Q I 15,x.. 1 ..Ir'10• I II'-4' I O'• FOUNDATION DRA� 70 PREVENT UNBALANCED LOADINGS. O 10• I I - I T.O.WALL f 1 \/\/\%\/� R d D ALL BACKFILL USED INSIDE THE BUILDING$WALL.Be WELL GRADED I EL 100.0 � I� �1 f I � ♦ • `O�t� �:�. • .. GRAVEL,THOROOGH.Y COMPACTED IN 8'LAYERS ON-SITE MATERIAL MAY BE i4ARVEY VICON .. P I 4'CONC.SLAB WITH ` I �1 BASEMENT BULKHEAD DETAIL - /� USED IF ACCEPTABLE TO THE GEOTECHNICAL EdGWEE R.. - BW 2817 EASEMENT 1 L I J I. - 17 VMIL ��HY�LIQ/IO I A 2 Scaler ,•=11-0• .North/'1ndoVer, MA .. HOPPER WITH F) ALL CONCRETE SHALL BE PLACED IN DRY EXCAVATIONS.PUMP AWAY I I._ AREAWAY AS 13 -I-J O WAF.REINFORCING OYER .1 GROUND WATER AS REOUIRED. REO UIRED(TYPJ °D I I 6'MIN COMPACTED FILL 7 G) FOR CONSTRUCTION DURING WINTER.FOOTINGS AND FLOOR SLABS WILL _ - I THICKENED SLAB UINE�CF—� I Qp TOW n �I • I I .. . REQUIRE PROTECTION FROM FREEZING TEMPERATURES AT THE BEARING I I S. STAIRS SUPPORTING NG-.. BEAM ABOVE :I EL 92',-6" N —LINE OF . SURFACES UNTILTHEBUILDING IS ENCLOSED AND HEATED.. OI I I - - - I' PROVIDEh, f I I ABOVET.O:WALL G.W.B.CEILING mEL,�.-0. I Unit-H-Alt. 2 CONCRETE UNDER STAIR A) ALL CONCRETE SHALL HAVE A.MINIMUM COMPRESSIVE STRENGTH OF I I ,I R I STRINGERS L I__j O L; I Foundation Plan 3.000 PSI AT 28 DAYS. ' B) MAXIMUM ALLOWABLE SLUMP OF CONCRETE SHALL NOT EXCEED 4'. - I 4'-0' IO.,__ 'v T.O.WALL -I CO DUI IA44 WITH TOP . . .. AND BOTTOM PLATE .I C ALL CONCRETE WORK SHALL-COMPLY WITH ACI.SPECIFICATIONS. I 1 M EL 100-0 CONCRETE FOOTING I . —J — — I— �' (TYPJ • 3. REINFORCING STEEL, _ A) AUL REINFORCING STEEL SHALL BE ASTM A615,GRADE 60 AND SHALL BE I _ I I DETAILED.FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST `T — — — — — — `1 J . AC.1.SPECIFICATIONS. - _. I I LT.O.SLS BEAM - I 1 �T,O—.41111 SLA—B V EL.99�4' - POCKET 10 .(p .I T a-4-c T.O.WALL B) WELDED WIRE FABRIC(W.WFJ SHALL BE ASTM A-185,LAP ALL SPLICES 17 I EL 100'-0' 'Q - -MINIMUM SECURELY FASTEN W.WF.IN PLACE TO PREVENT MOVEMENT DURING I - I. .ELWALL I-0'. - i. I I BEAM O _ CONCRETE PLACEMENT. .. L 1 POCKET _ C) ALL HORIZONTAL RODS ARE CONTINJOUS THE LENGTH OF ALL LAP - - I ' SPLICES SHALL BE AS REQUIRED FOR'CLASS Er TENSION SPLICES PER THE bN I -,CONCRETE 4' O . LATEST A.C.I.CODE REQUIREMENTS UNLESS OTHERWISE NOTED ON THE FOUNDATION' STRUCTURAL DRAWINGS.PROVIDE CORNER RODS AS DETAILED ON THE WALL WITH 20X10 - CONTRACT DRAWINGS - - .. I I CONT.CONCRETE — — — — — FOOTING GYPJ T.O.WALL - I FOLAO T.O:WALL - .. . - - D) PROVIDE A CLEAR COVER FROM REINFORCING,STEEL TO ADJACENT I I - EL IOU-11, I IEl; - - . CONCRETE SURFACES AS FOLLOWS .. BOTTOM OF FOOTING .3'. .. 4 4•DROP �•'O . Z 5'10 ' - PIERS AND WALLS 11/2-CEXCE'T 2-AT W APD LARGER BARS) - . TLESE DIMENSIONS SHALL BE,CONSIDERED ACTUAL AND ARE NOT TO BE -. T.O.WALL - f. h - ADJUSTED.W EITHER DIRECTION - -I I _ EL 100'-0 �,�, FOLPDATIEON WALL _. . ((TX B SCALE: As Noted ALL I_ .WITHI6X •COM, ISSUED/DRAWN BY POSITION ON CHAIRS OR BOLSTERS AS MANUFACTURED BY R CHMOND SCREW I I - I NO I CONCRETE FOOTING .. - _ �R == TO.SHELF - 05/152013 $ ANCHOR CO..OR APPROVEDEQLIAL - I I DROP WALL I? .F EL loo•-0• I in - w...,.un+•a.�. I q, - BELOW TOPOF A I T.O.SLAB h -..- - - REVISED REVISED BY DOORA7 GARAGE a` I I A I I. EL 100'8' - 4 - .. - 5/8'0 FOOTING NOTES 182 'I I 5/8.0 ANCHroR !I I .I p7 hT.O.'SLAS(LOW PT.) I. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE _' Y H_99'-O• ����__ - - - I ST �C -TREATED ..� _ � — — — —.. STONE VENEER, •5s .. 2 PROVIDE 7-10'CONCRETE FOUR. SECTIONS SHEET A4) .• i I 8'BELOW GRADE r� ! 3. TOP OF MAIN FOUNDATION WALL ASSIAED TO BE 100-0'. .SE=I JOB NO: 04026. ..FOUf�DATION AND ") 4. FOOTING ELEVATIONS REPRESENT A MINIMUM ALLOWABLE I OF 4 SIMPSON-- - DEaTIA ALL FOOTINGS IV UST BE PLACED ON U DISLRBED SOIL I ' STI-0 14 FOUr�DATlON A4 TOPE SHEET NUMBER REQl11REMHNTS BOTTOM CF WALL . OR CCMPAC71�FILL,BUT IN N10 CASE LESS THAN THE.FROST. ANCHORS — v — . LINE DEPTH(4'-0'MW CONTRACTOR TO VERIFY SOIL 7-6' IG.-6 M.O. 7-6' 6-0, ' CONDITIONS UNDER ALL FOOTINGS. .. . G� �ZOUNDATION PLAN :. Al . LMT H 06/08/2009 DOOR SCHEDULE FIRST FLOOR. 992 SF. 1365 S.F. NUMBEIL TYPE MATMUAL wwM moff' nuam' REMARKS - O-HEAT DETECTOR SECOND FLOOR. 1 TOTAL- 2357 SF. .. .. DI ENTRY MTLJINSU- 3'-0• 6'-8• 13/4 -ENTRY DOOR W/16'TRANSOMO-SMOIE DETECTOR D2 SINGLE- "' MTLJINSU_ 3'-0' 6'-8' 13/4 20 MIN RATED WL SELF-CLOSING HINGES O_ - GARAGE 444 SF. - - . D7 -SINGLE- WOOD' 7-10• 6•-9• 1 3/8' - CARBON MONOXIDE - .. - - CO DETECTOR D4 SINGLE'. WOOD 7-8'' 6-8' 1 WIT D3 - SINGLEWOOD. 7-6 13/8, - ". i• .. . SINGLE WOOD 7-4 6-8' 13/6' m SINGLE. WOOD . .. 7-0 6-8' 13/& S 'S U L L I V A N Da SINGLE. WOOD r ' r-6 . D9i DOUBLE WOOD cv ARCHITECTS, INC. DIO SLIDER WDJGLASS 6'-0' 6'-8' 113/4' ANDERSEN PERMASHIELD PS5116BR - DII. GARAGE MTLJINSUI 16'-0' 8•-0' 11/2' METAL OVBa -AD.DOOR" . D12 SINGLE WD/GLASS T-O' 6•-8' 1 3/8' OPT.ANDERSEN HINGED PATIO DOOR ISP0316BA12 - " - . ARCHITECTURE DESIGN PLANNING .. 580 MAIN STREET.SUITE 204 . READING,MASSACHUSETTS 01887 TeL(781)439-6166 Fax(781)439-8170 - .39'-10° .. www.oeullNanerchttects.com lrem Wewfrpe err0 were PeG•� .. 17 10-3' 10'-0' - ..TT m.�aeenmumraoira.wew.non.re ' - romrwyrmremm..uemllr4 rams. " - - raa�a••.rwroarawrnr.ronrai,oe.rwra• ' - arP•rt,rao81 wmnaar wrorn RAILING•36' PERmENTRY' .. ," oern+rarnaoawvsiawecr.ra . ..e.BOVE. CK PREFABRICATED 02013 O'S&AN-ArddOeoekra . - BILCO'O SIZE' ° TOON �� Kay-Lima, lnc: gZgpE - 77-3• 10 Hepatica Drive - -. .. - POST .. :. -. .North Andover,MA 07846 — — — . I DW .15'-10' I-. 10'-10• - 13._2' .. GAS POST 6 1 7-0 a-0 POST - I : Old Salem Village. �.. .. FIREPLACE,DIRECT 8'0 COLIMN I I .I PLATFORM �. . Q �xvewReAR COVER. `P. p 2X6 EXTERIOR STIR AROLPD TUB .. GREAT ROOM SOFFIT I I p O b WALL•16 o.Q WITH = TEMPERED 1 TT. TI T R 2 BA I ON •T �� NSLLA -6'AFF. 'KI CHEN I ' L Ly-0'CLG. � �I rP �0 Gy GLASS - I I M.BEDROOM M:BATH" 4' • 4'-T .7x10' m O 8'-6 DBL 2X6 EXTERIOR STUD VANITY.' 71 WALL 1T INSULATION WITH I I �' 'O .� e e u .R-21 BATT INSULATION SINK. POST Q i 1''� . RAILING�36•. I OS aumN I I :N LAV, h REF oa o' h 1—{��..�te- `-'F ABOVE STAIR. _ COVER — .'M .15'-10' LIN _ _ _ '.3•{- M UNA WALL ABOVE. I I im _ POST POST N oa POST POST. p S. M 3'-0w X 7-6,1 O O North Andover, MA Lip'POST 16R O OPEN TO ABOVE? O ti CASED OPENING POST ---.OPEN TO e POST BELOW _� 10'-10' 17 7-10 .. .. .. 10 w RAILING e O ON 36'ABOVE DN 1' DN S. 16R STAIR O —M3aSATTIC 14R 3R �_' POST HALL. O 5 CO S _ 7-10' I'-3' t-OFT Unit H- Alt. v - METHOD 5 RAILING•36 5'-0W X T-6Ta in in ro BRACED ABOVE STAI O O FOYER I�CASED OPENING v ._ T_8•. I'-10' T - II'-2' 17-7 - WALL'SEE BEARING .4'-O• 10 - - `Q - First & Second 4/A7WALL - I I. DINING ROOM _ "O - ° VANITY O BEDROOM tt3 b 17-2- .� La•-0g1�fPG . 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CONNECT WITH 2 ROWS STRUCTURAL GENERAL NOTES:UNIT H OLD SALEM VILLAGE,NORTHANDOVER' . N 9(eX 3FMASTER : P.T.2X105 - 1. ALL LVL BEAMS MALL BE ILEVEL,by WEVERHAEUSERTRUSJOISr 4(y X IW LEDGER- ... . LOK.•I6'O.C.. J DROPPED - ALL INSTALLATION.7I/BE PER THE CURRENT MANUFACTURES . iY AD.LS7 FRAMING RECOMMENDATIONS AND SPECIFICATION&E-1,900,000 PSI,Fb-2600 PSL .. COM... .AROUND TOILET ALL COLUMNS DESIGNATED ON DRAWINGS TO BE PARALLAM PSL LSE 2500F6 . .. DROPPED FDR, . ,y- PIPING DO NOT KNOTCH OR CUT LVL BEAM OR PENETRATE WITH ANY HOLES . OROPPEO m 2x75 m 2%105 P EXCEPT A9 ALLOWED BY'MANUPABITJREIt . u COM. 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR. . . COM. (2)%X 'LVL, LESS TO BE NAILED TOGETHER WITH 3 ROWS l6 d 12"au FROM EACH SIDE OR 2XI0,'S a (3)13a X II%a'LVL. FLU5D-FRAMED - COM. DROPPED. AS MOWN ON DRAWINGS. "17 O.G. DR PPED - 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE Route. O U tO. 1 i1 y� CONTINUOUS MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF K"di.BOLTS; `e 1 `"f' " - Y ADJJST STRUCTURAL." ANSI/ASME STANDARD BIS-2I-1981@12"oc:STAGGER OR OFF SET EACH ROW PANEL SI-EATHING BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MD4ANM EDGE DISTANCE OF North Andover MA- AROIJND 5 •ALL EXTERIOR - 2" AND WITH STANDARD WASIRRSATBOLT HEAD AND NUT,OR AS MOWN ON ( . TOILET. - -WALLS- DRAWING. 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 . .BEARING TO LVLS USE 3"X 3.5",4LVLS USE 4SW 3.5",5 LVLS USE 6"X 3.5"ORAS �- - WALL oBl. 0 DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING•' - f) D IT,'X IB'LVL ,l q as 5. BEARING ENDS OF ALL BEAMS TO BE BLACKED 14.5"SOLID EACH SIDE - - DROPPED.COMECT 8-0'f - 75 y 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS Q 6-OC.® _ ROWS SMSHER 3 PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES, ROWSOSA wN - 7. WALL SHEATHING TO BE ATTACHED To FRAMINo WITH 9d NAES Q 6"OC.® Unit H- Alt. Y<'X6'SOS.16'O.C. y�yy FROM EA SIDE y - PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. . OR W12X22 STEEL - CORNER STUDS TO BE ATTACHED TOGET7ffiR WITH A6D NAILS Q 24"OC.OR AS Framing flans SM.DROPPED _ SHOWN ON DRAWINGS . 2 8. GYPSUM BOARD TO BE ATTACHED 70 FRAMING WITH TYPE W OR TYPE S. AROL11 FRAMING s,E s SCREWS IN ACCORDANCE WITH ASTM C10029a 912-OC AND SHAILPITNETRATE'. . ALL FIRST FLOOR FRAMING AROIAD:TOILET. FRAMING A MIN.OF 518" TO! 2X10 WOOD JOISTS PIPING 9.ALL OTHER FRAMING TO BE PER THE STM.EDITION OF MASSACHUSETTS STATE AT 16'O.C.UNLESS O SE (3)19q'k 18':LVL NOTE, BU[LDING.CODE.FRAMING LUMBER ftFg75µvi.E=1,300.000 PA NOTED DROPPED,CONNECT. :TOGETHE12 W/3 �` �(�qpp�FIA'REA RREPRESENTS DM 0: AL'JOL4T AND BEAM HANGERS TOBE BYSMPSON STRONG TIE, . _ ROWS 6S-16"N. REMAINDER OF FLOCK INSTALLATION AND.NAILING TO HE PER MANUFACTURERS RECOMMENDATIONS. . F120 SDS•I6'O.C. - SPECIFIED HARDWAREMAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT . FROM EA.SIDE LEAD TOME FOR DELIVERY.USE su&SON HURRICANE TIE AT THE EAVE END .. .. 001- . - . - - N - OR .. .'... W14X22 STS.". ". �. OF EACH ROOF RAFTER OR TRUSSAIL EXTERIOR HANGERS TO BE CORRI50 . P.T.CON2) - PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES . .8M DROPPED. d. .P.T.(2)2X8'S. '�SECOND FLOOR FRAMING - RECOMMENDATIONS,OR STAINLESS STEEL ... - P,T.2XIOL®(�Et, i'. DROPPED. TO BE 2XIOWOOD JOISTS 11.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN,AND FOLLOW THE . (D I�'X 9Ye'LVL COMECT LEDGER. T AT I6'O.C.UNLESS OTFB2WISE - MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND . DROPPED,EXTE�O W/2 ROWS p, �wN NOTED' MANSPECFICATURES FOR LVL BEAMS. .WAFULWIDTH . FASTENPMA57ER `I'tN, O ACES CA 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNQII?RUPTED SUPPORT WALL X3}'.LEDGER LOK• 0E��POSTS _ - ALL 7T(E WAY DOWN 7'O TES FOUNDATION OR ONTO LVL BEAM - 1. FIRST FLOOR FRAMING PLAN - .. - - - 16'O.C. (TYR) 13.BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD 6ae1e',� ,�- SECOND FLOOR FRAMING PLAN - CONDITIONS THAT-DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE Scar ,�o _ .14.COORDINATE ALL WO WITH THIS DRAWING AND ALL OTHER PROJECT .. EXTERIORDECKS STAIRS - - DRAWINGS INCLUDING MOP DRAWINGS.. - SCALE: As Noted . _ .. 15-ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 S71ML. DECKS, PORCHESAND EXTERIOR 16.ALL BIGFCOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT . . ISSUED FOLLOWING BY STAIRS TO BEDESIGNRD FOR THE ALL EXTERIOR SIMPSON INSTALATION MANUAL .. .. FOLLOWING LOADS:. - COONECTORS TO BE CORROSION 17,(AADS FIRST FLOOR IL 40 PSF,SECOND FIDpR 30 PSP.DL 15 PSF OOF GROUND 05/15/2013 . LIVE LOAD.60 PST.,SNOW DRIFT IF. N.C.CONTRACTOR TO" SNOW LOAD DECK 60 PSF WEND LOAD 100 MPH.EXPOSURE B. eoa�.�„w•,n;na �I . - APPLICABLE,AND WIND UPLRR" - COORDINATE TYPE OF I8CORROSION PROTECTION .FOUNOAn0N 7'O F,BE CARRED DOWN 7D UNDFSTURB®SOIL HAVINp A . FORCES RFA 6 TREADS:THE -REQUIRED WITH THE TYPE OF MINIMUM To CAPACITY OF 2 TONS/SQ FT. REVISED/REVISED BY - GREATER OF�P$P.ORA300 PRESSURE TRATED LUMBER _ . .. LB.CONCENTRATED LOAD, SUPPLIED FOR EXTERIOR.. . .. .. - _ GUARD AND HAND RAILS,200 LBS - FRAMING.. . . IN.ANY DIRECTION AT ANY POINT FdVGBNEER:LAWRENCE IL OGDEN P.E. . . - - ALONG THE TOP.GUARDRAILS EV- 198 EAST MAIN STREET . - FILL COMPONENTS 30 LBS - ..: - - GEORGETOWN.MA.01833 . HORIZONTAL AN A - ON7RUSIOISTLVLBI�DOC I 97"32-8319, 9PoM8-S3 978-SOL592 . N ARE EQUAL SPECIFIED FRAMING HARDWARE 18,Ce0 1 . - R TO SIMPSON STRONG-TIE MAY REQUIRE A SPECIALORDER .- .. .. - DECIC'FRAb1O1GCONNECIION ALLOW SUFFICIENT LEAD TIME - 04022 GI)= R'CONNECION' . FORBEL[VERV.No - .. JOB NO: ' .REQUIREM HAND DETAILS - OWEDUBSTWITHOUT WILL O.. � . . . . - CONSULT ENGINEER TO VERIFY ALLOWED WITHOUT APPROVAL FROM THE ENGINEER SHEET NUMBER ' - � DECK DESIGN PRIOR TO - .. - CONSTRUCTION. - A6 I � y�3'-O .. 91 9 SHEATHING EDGES . .. : . .80.(212•X J131 TOE NAILS>6.O.C: O•. CAW% COMC-07 DRY-WALL wl,id TYPE 1N OR 8 .. 3 ROWS BD.NA.IL$.17 O.G 0'S U L L I V/1 N . SCREWS a 17 O.C.PER ASTM 01002.W/MIN - - - PE•ETRATION OF}b(TYPJ ARCHITECTS, INC. .. CONNECT SHEATWNG To FEADER WITH . . .. 8D COMMON NAILS IN FOC.GRID AS .. - SHOWN _ ARCHITECTURE-DESIGN-PLANNING' .. 6BOMAIN STREET.SUITE 204 . .. _ .. _ - -� 00 : READING.MASSACHUSETTS 01867' - .. - Tel:(781)4396168 I=(781)438-6170 . . DOUBLE 3N6D(3)4'X M-)NAILS EVERY I' BLOCKING:(iYP.) nnae arawrosard aoamleeuorexa.e Paoaee JOIST OR BEAM .. _ ( SHEATHING SPLICE LOCATION bwusnTe mumlma.Ameon arae Y myaaeey Mbe IVm Itivnocd n" ._ .. .. _ Roves �JaMllee�ed.N Wlob N CONNECT S4-EATFIING TO ALL STIRS; efp ,er p�y,�M PLATES,SILLS AND BLOCKING WITH 2 02019 LYSWAven Amhl0ao191ro. .. . j ROWS SD COMMON NAILS•3'04., - .. �� % Kay-Lima, Inc: . 10 Hepatica Drive . .. North Andover,MA 01845 /1 METHOD 5 GYPSUM WALL S1 INGLE GARAGE DOOR SHEATHING REQUIREMENTS � soda:aa•-ro Salem i Old S m V'llage T •. 1-FADER TO EXTEND OVER W P . . AS PRESCRIPTIVE DESIGNBASED ON iRC 2009 ALTERNATE 1260210.62 -3 .. SEE GARAGE DOOR FS . LYPICAL LVL CONNECTION PATTERN SHEATHING REQUIREMENTS' (2)19'1 X.16'LVL .. + ALL OTHER NAILING NOT SHOWN TO BE IN lr CONFORMANCE WITH TABLE 56023(0 OF THE- . MASSACHUSETTS CODE 7TH EDITION USE WHEN WALL IS OUT OF - cOMECr PLATE TO HEADER WITH 2 Rows Outp _�1 /1 .. ' LIN'_WITH BRACED WALL BY h 160 NAILS(BITPLA X TO EVERY 8' h ei 1 4 FRAMING.NOTES� - : - - - MORET1iAN4• .. — ;.;4., BRA ED WA I6.OF - - North l Andover, MA 1. ALL UMZ JOISTS.RAFTERS E CEILING JOISTS TO BE - BRACED WALL - - ' - 16'O.C.lBLF4S'OT-HRWISE NOTED. 2 PROVIDE IX3 MID-SPAN BRIDGING AT ALL SPANS OVER $( PLANS AND SECTIONS O - SIMPSON LSTA24 STRAP.AT FA END OF - 10 FEET OR AS RC-COMMENDED BY ENGINEERED LUMBER FOR HU2121CANE CLIPS AND JOIST : g OPENING ON INSIDE FACE OF WALL �r . MANUFACTURER: .. CEILING RAFTERS O . pO 3. DOUBLE ALL JOISTS BELOW PARTITIONS PARALLEL WITH CONNECTIONS O _ 8 JOISTS 4. PROVIDE DOUBLE JOISTS ON ALL SIDES OF OPENINGS 2X BLOCKING 80 e.6'O.C. QOQ CON.ECT PLATE TO HEADF32 WITH 2 ROWS - pQr oZLLo Unit H-Alt. LNFSS OTHERWISE NOTED. - - _ 160 SINKER NAILS a 3'O.C. - Q' Framing Details 5. PROVIDE(2)2X10 HEADERS AT ALL DOOR AND WINDOW CONNECT DRYWALL W/TYPE W - L - N - OPENINGS MARKED AS 6-012)UN_ESS OTHERWISE NOTED. - .. CR,S SCREWS•I7 O.C.PEZ.ASTM LL 3 ALL FRAMING LIFNBER TO HAVE A MIN MUM FIBER c1002 W/MIN 9'PENETRATION - STRESS(FB)OF 1000 AND MINIMUM MODULUS OF - (TYR.) _ ELASTICITY(E)OF1.200,000 PSI: - - - - BLOCKING FOR.SI-EATHING W-O' e ANCHOR BOLT W/ . - - ABOVE 70P OF FOIf•IDATIOk 7X2'X%'WASHER PLATE. �j Q A307 BOLT T 7..MICROLLAM(LVU,PARALLAM(PSU.TIMBERSTRAND(LSU O CONNECT WITH 3-16D SINKER NAILS AND TJI/PRO SERIES ARE REGISTERED TRADE MARKS. CONNECT & ANY SU 1STIMION OF OTHER MANIFACTT.RE2S. .. WITH 8D SHEATH ENGINEERED LIMBER MUST 8E CHECKED AND VERIFIED 19 - PATH-EDGES AND IZ O.C. CONTRACTOR. AT INTERIOR LOCATIONS: ' 9. MANFACTURERS SPECIFICATION REGARDING. SIMPSON STI--ID 14 STRAP TIE - INSTALLATION OF ENGINEERED LIMBER MUST BE FOLLOWED. CONNECT STUDS WITH 2 HOLD DOWN AT EA END OF - - - ROWS IOD NAILS•4'O.C. WALL PANE-S,EMBED.14'IN . 10.'ALL WOOD W CONTACT WITH CONCRETE OR MASONRY + . CONCRETE - .. .. .. - MUST BE PRESSURE.TREA:T7_D.. - 3-160 EVE32Y 16'OF BRACED WALL - .. I„ .. (D 2X6 P.T.SILL W/ It. ALL POSTS SHK)WN ON BUILDING OR FRAMING PLANS 8D NAILS(2 Yi X.113'), " SILL SEALER 'ENDER BEAMSSI-TALL�CONTINUOUSLY SUPPORTED DOWN. - ' - TO FOUNDATION WALLS OR COLUMNS IN.THE BASEMENT. m 12 BUILDING DESIGN LOADS ARE AS FOLLOWS, I6D NAILS(314 X J359 .. . ROOF 50 PSF .- 9e'0 ANCHORBOLTW/ - SCALE: A9.Noted - n. CELINGS.. 20 PSF - FLOORS(TYPI 40 PEP - - 29(27(9(6-WASHER PLATE - - r; FLOOR^�EDROOMSN 30 PSF .. I A307 BOL. a4 REBAR AT TOPE ISSUED/DRAWN BY. STHD 4 T T EMB. _ 1 BEARING WALLS- 10.X HEIGHT OF WALL BD a 6'0.Q RIM BOARD - - -STRAPS. - - BOTTOM OF WALL - . TO PLATE(TYPJ JOIST .. - 24• .. 05/]52G13 . u4 DOWEL ooa...erea.r re. ,SCI AT CORNER: 24• ..._ _ REVISED/REVISED BY y FRAMING NOTE .. - . . THIS DRAWING IS A GRAPHIC REPRESENTATION OF THE 14.0 A307 ANCHOR BOLT W/NUT E FRAMING FOR THIS STRUCTURE.CONTRACTOR SHALL NOT WASHER 314•MIN 17 MAX 6'-0'O.C.OR SCALE TW"DRAWING FOR 11-E LOCATION OF FRAMING. :4S SHIOWN ON'DRAWING$,MIN 2 x ME3v1BER$.R TO THE:PLANS.ELEVATIONS.AND - . SECTIONS FOR DIMENSIONS AND.HEIGHT$. BOLTS/WALL SEGMENT v MINIs,_ COORDINATE WITH GARAGE DOOR ROUGH OPENING .. M N .. . . CONNECT 3-A�EA.BE2 LVL BEAMS WITH2ROWS JOB NO: 04022 I 16'ONE STORY Ya X 414•SIM PSON SDS a 16-FROM EA.SIDE 24'FIRST OF 2 STORY - CONNECT z-MEMBER LVL BEAMS w1T14 2 Rows � .� .' SHEET NUMBER Yl.xSIT s1MPsoN sDs a 16•FROM I SIDE' 3 seaBRACED WALL PANEL ADDITIONAL CONNECTIONS EXTERIOR WALLS 'SINGLE GARAGE DOOR FRAMING REQUIREMENTS - ls 3a•:ro 1 see:sa•-raA7 I" . DATE(MMIDDNYYY) �►cc��t�® CERTIFICATE OF LIABILITY INSURANCE 6/24/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT; If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER M P ROBERTS INS AGCY INC NAME: PHONE (978)683-8073 (978}683-3147 1060 Osgood Street ac L-MAIL Ext): Arc No: North Andover, MA. 01845 ADDRESS: INBURER(S) AFFORDING COVERAGE NAICW INSURER A:ESSEX INSURANCE CO INSURED EBY LIME INC INSURER B 10 HEPATICA DRIVE INSURER C:H'N0 R NORTH ANDOVER, MA 01845 INSURER D. 978-683-3163 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INBR LTR TYPE OF INSURANCE A L s INSD WVo POLICY NUMBER MM/DD/YWY MM�D/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ C1AiMS-MAGE CI OCCUR PREMISES Ee occurrence $ 50,000 MED EXP(Any one person) $ EXCLUDED A 3DD9812 06/15/13 06/15/14 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY❑JET CI LOC PRODUCTS-COMP/OP AGG I$ EXCLUDED OTHER $ I AUTOMOBILE LIABILITY COMBINED SINGLE L ANYAUTO Ea accident $ ALL OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED P,UTOS NON-OWNED AUTOS Per accident)A $ UMBRELLA LIAR OCCUR EXCESS LIAR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION.$ WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY X STATUTE ER ANY PRCPRIETOMPARTNER/EXECUTIVE Y/NN'I OFFICERlMEMBER EXCLUDED? NIA E.L.EACH ACCIDENT ' $ (Mandatory in NH) LLL�7 If yes,describe under E.L.DISEASE-EA EMPLOYE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C HANOVER INSURANCE IHN221411405 1/16/13 11/16/14 Fire Builders Risk DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) PROPERTY LOCATION: 8+ & 10+ ACRES ON TURNPIKE STREET NORTH ANDOVER, MA 01845. PROPERTY LOCATED MAYFLOWER & HEPATICA DRIVE NORTH ANDOVER, MA 01845. NOTE 400,000 EACH SOUSE TOTAL VALUE 1.2 MILLION/ ENTERPRISE BANK LISTED AS MORTAGEE AND CERTIFICATE HOLDER. CERTIFICATE HOLDER CANCELLATION Enterprise Bank & Trust PO Bax 5203 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Norwell, MA 02061 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTA7 ,CORD25(2013/04) The ACORD name and logo are registered mark of ACORD ACORD CORPORATION. All rights reserved. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington, Massachusetts 01803-0970 (800)876-2765 NCCI NO 40959 POLICY NO. WCC-500-5607581-2013A PRIOR N0, I WCC5007581412412 ITEM 1. The Insured: Key Lime Inc DBA: Mailing address: 10 Hepatica Drive FEIN:**-***1218 North Andover, MA 01845 Legal Entity Type: Corporation Other workplaces not shown above: 2. The policy period is from 09/15/2013 to 09/15/2014 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers'Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 1,000,000 each accident Bodily Injuryb Disease Y $ 1,600,000 policy limit Bodily Injury by Disease $ 1,000,000 each employee C. Other States Insurance: D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Classifications — Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 285896 INTER SE CLASS CODE SCHEDULE Minimum Premium $575 Total Estimated Annual Premium GOV GOV Deposit Premium $4,474 STATE �CLASS MA 5645 MA Assessment Chg. $169 This policy, including all endorsements, is hereby countersigned by � �- 07i23/2013 Authorized Signature Date Service Office: 54 Third Avenue M P Roberts insurance Agency Burlington MA 01803 1060 Osgood Street North Andover, MA 01845 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance,with its permission. Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-075302 BENJAMIN C OSOOOD 69 OLD VILLAGE LANE; s NO ANDOVER MA 01845 Expiration Commissioner 12/04/2014