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HomeMy WebLinkAboutBuilding Permit #391 - 140 HICKORY HILL ROAD 12/10/2008 ORTH BUILDING PERMIT 0* 14,_so TOWN OF NORTH ANDOVER APPLICATION1. FOR PLAN EXAMINATION 6 (0000000��' 0 Permit NO: Date Received 17 1 Date Issued: HU IMPORTANT:Applicant mustcomplete all items on this page H'. ON: n J _OV '_-ERTY ViNER`�`,,­ MAPCO k­ �Rn 41.111:U47 4W Ulft 7.7'R -EL Tic �P AC _-0 'zl Muibhin"i : TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition ✓ Two or more family industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other lan Watershed'I'D n ptic 7 W tef/8, hd DESCRIPTION OF WORK TO BE PREFORMED: %c�ibo* w io Inci-Jr- : C-A-1 CIO Q& W'41 '(:;M"4 IROO ryl ObOA- 11 Rede J on 21A klaay Identification Please Type orPn'*nt Clearly) OWNER: Name: riti,al-L Phone: 678) 6 8 2 176 Address: 19() HI U 11 (Zc� -CON TRAC 4, -n Address G ARCHITECT/ENGINEER �ar.-4 14 Qqrjca Phone: 91s: -352- - ?31oo Address: /946 EcuFT M4,> 54. Gcotge4awtv -Reg. No. r FEE SCHEDULE:BOLDING PERMIT:7$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. -2 Total Project Cost: $ 4' 00 FEE: $ Check No.: 0 Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund _/,O S.- Jana;ur ,gna, wner:: Ur6icr t e;bf contractor.:!: Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Ye 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 PL NNING & DEVELOPMENT OM MENTS L " 3' 2 L co ar sp 74 DATE REJECTED DATE A PROVED CONSERVATION COMMENTS y : DATE REJECTED DATE APPROVED HEALTH COMMENTS a; r Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature&Date Driveway Permit Located at 384 Osgood Street FIRE;DEPARTMEiNT Temp Dumpster on site yes no V. Located at"124 Main Street Fire Departrnent'signa#urelda#e o`11t .,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 2 1 A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) )V� Low /af �Jlhlll' 6 Z ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ar4 Building Permit Application &' Certified Surveyed:Plot Plan �K Workers Comp Affidavit sr-Photo Copy of H.I.C. And C.S.L. Licenses v Copy Of Contract e- Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) 5t- Mass check Energy Compliance Report (If Applicable) Er 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 a Mass check Energy P P Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 Location No, Date TOWN OF NORTH ANDOVER, 0 s ' Certificate of Occupancy $ + ems'!:�. , • Building/Frame Permit Fee $ Foundation Permit Fee $ z. Other Permit Fee $ r 'k TOTAL $ Check # 3e �� 2 + 7 %Ifu Building Inspector Doyle Lumber-Steeptochisse,Hickory Hill Rd. UNIVtHSAL rung I rKUUU%..l 0-0""A Rn 2008.1 Ailowsb1a8boss Design MSk 0.06 NOTE: LOAD TABLE 1 LPI$6 OEM 1 IL000 DESIGN CRITERIA V31: 0.13 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY WEB, 0.4375" RSI: 0.21 [V THE VERTICAL LOADS SHOWN AS DETERMINED BY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1).OTHER LOAD CASES FLANGE 1.50 K 3.50 _ O FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. - 40 PSF OTHERS.VERIFICATION OF LOADING,DEFLECTION (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD 20 PSF LIMITATIONS,FRAMING METHODS,WIND AND SEISMIC N BRACING,AND OTHER LITERAL BRACING THAT IS DISTRIBUTION SOURCE TYPE TOP/SID$ IAAD FROM TO LOAD LDP TOTAL )AAD 60 PSP O ALWAYS REQUIRED 10 THE RESPONSIBILITY OF THE FT-IH-SX FT-IN-SX d PROJECT ENGINEER OR ARCHITECT.I DISCLAIM ALL UNIFORM FLOOR LIVE TOP 53 PLP 00-00-00 09-00-00 1.00 SPACING - 16.00 IN. CIC `-- RESPONSIBILITY FOR ALL PLANS,SPECIFICATIONS UNIFORM FLOOR DEAD TOP 27 PIX 00-00-00 09-00-00 0.90 E OR OTHER DOCUMENTS THAT MAY BE USED TO DEFLECTION CRITERIA C'*` INCORPORATETHISCOMPONENTINTOTHE WARNING LIVE LOAD DEPL: L / 360 L�rO BUILDING DESIGN. TOTAL LOAD nEFL: L / 240 Q> 2.PROVIDE RESTRANTAT SUPPORTS TO ENSURE THIS COMPONENT DOWN M SPECIFICALLY FOR L-P BNOINEERED WOOD PRODUCTS. c LATERAL STABILITY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES s 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRN REVIEW REPORT I an ICC-ES ESR-1130 4.SHIM ALL BEARNOS FOR FULL CONTACT. BY A OESK4N PROFFJ381ONAL. 0 6.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. - L.-A. city RR 25176 N THIS T E USED AS T Y. MINIMUM SFARINO SIZES ARE SUFFICIENTTO PREVENT CRUSHING OF THE LPI - WISCONSIN 200114-W N OMPR SION E"b6g 8—RAC NG R Q JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, N.Y. CITY MEA 96-94-5 N EACH END OF COMPONENT, ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 11094-R JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. HUD SEB 1091 ME ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. l '- D FLECTION ASSUMES COMPOSITE I ? ACTION WITH GLUED AND NAILED 19/3x• APA RATED SHSATHINO (32/16 SPAN RATING) CM 1-3/4" 2-1/2"DIA HOLE (' C.0 M CO, CLO .. 1 NO REPAIR REQUIRED x THIS DESIGN IS FOR THE REFERENCED PROJECT ONLY AND SHOULD NOT BE USED WITH ANY OTHER PROJECT OR DESIGN CL 8" U A U-) 1�1 J W } O D SUPPORT REACTIONB (GBS): 3-1/2" 16.000 i MAXIMUM S 3 A R I NO NUMBER DOWN 360 360 1 DETAIL 3.500 UPLIFT --- --- NTS CROSS SECTION MIN BBARIMG SIZES IN-SX - 3- MAXIMUM DEFLECTIONS CALCULATED ALLONABGE , LIVE LOAD 0.01' 0.29" *DEAD LOAD 0.01" 9- 0- 0 TOTAL LOAD 0.01" 0.43* •'•THIS DRAWING IS NOT TO SCALE"' Handring a Erec00n Miscellaneous bdottnallon LP LVL,LP LSL and CTR,LP Woiet Specifications LP Engineered Wood Products 211112A_ 03Ita/09 IBC Temparaay eM peanenend braxOg for Iroldlnp eaa,poneN The Yea of U*component snail M spe:tned by fns assign of ins 'argapo,w as.w,..,..un •::�^ •••••:rt:^•t:M t;=Tc=.r"— ��e f r.u,..aw.,-r a,a„*nnn plumb and for resisting lateral forces shell be doolgred said complde structure.Obtain all the necoavory code compliance sppmvet and•common nab drive,ppm b glue snow draft be spocad• *N.—of V for 10d Nmhvlb,TN 37219 Installed by o0era No mads are to be applied to the Wtrtu"one free Drs dealgres of tM complete sbuqure bMore tbhrg Gds sed 3•Ior8d. aamomet unt8 after as tie lls nk and faelerdng era component R the deal pl orilada I181e6 above does red meet WA bu8drg 'Do not out,notch.rials or after IP LVL„LP LSL end CTR.LP Wolds except as shaven Local 009.583.6641 Completed.At no Ems fires loads greater than design loads code rogWrameNs,do mol rasa tNs dedgn.When tlYe dnawing b syned In published material from LP nary use of LP LVL.LSL and CTR,LP Noble emu" Nat 808.563.8841 be applied for line comporgnt. wad sealed,the slructuM design Is approved as shown In"de dsaMng m Oro times at fors,nerson,nagelm sow express werranly d Om product and LP National Meq SOD.818.7670 Oeappt Clitoris based on data provided by One assinmer.1P LVL,LP LSL and CTR LP dlsdne eball Implied vnefodlao Including the implied Warranties Of metlunmblilty - Hdata are meds Wilmot comber and udll dolled under bed Wont N erect and Itlnees far a punas uos. A q The design and material tpotiped we In substantial coded wen Concrete Mal be IwoteCed as re*drad by date.Continuous DWG � 0903-137 conformity w0h the letoot revision of NDS and ARC.- lateral support to assumed(n.+0,Iso beam,ala.).LP does not provide Dead load denecdoa includes,edlusbnent factor for creep. on-alto inspection.This draafng must have an Arc~6 or Eng near a asst•A COPY OF THIS DRAWING IS TO SE GIVEN TO THE INSTALLING CONTRACTOR Told toad dHlection to IatbrM sneous, aflxsd to be considered an 6ndrearinp doasaent. SHEET # T 2 Z LP is a registered trademark of Lo lstaneFad06Corpownui. File;CADocumente and SelingslseralldMy Documengll M009103-March)137%Repalr J2-Hole.SPX Doyle Lumber-Steeplechase,Hickory Hill Rd. MA UNIVERSAL FOREST FKULIVU I U-MionenaWn,tvua NOTE; 2009.1 AftwaIr1*8lnrsr*DerdW LOAD TABLE 2 LPI 55 0 PTH 18.000" DSBIaN CRITERIA i VVS21a 0.11 1, THIS COMPONENT IS DESIGNED TO SUPPORT ONLY 111 0.4375" RBIs 0.34 N THE VERTICAL LOADS SHOWN AS DETERMINED BY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1L OTHER LOAD CASES FLAW;E 1.80 X 3.58 CD CD OTHERS,VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADMO ARE CHECKED A9 RCQUIRIA. DESIGN 03NSISTS OF 1 - PLIES PA31'ENED LIVE LOAD 40 POP LIMITATIONS,FRAMING METHODS,WIND AND SEISMIC (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOGETHER (RBMM TO NOTES). DEAD LOAD - 20 PSP o BRACING,AND OTHER LATERAL BRACING THAT IS DISWXBVr=g SOURCE TYPE TOP/SSDX LOAD PRON TG 109AV LVv TOTAL LOAD - 60 PSP Q ALWAYS REQUIRED 18 THE RESPONSIBILITY OF THE FT-IE-SX PT-IN-8X PROJECT ENGINEER OR ARCHITECT.I DISCLAIM ALL Og1P0RN FLOOR LIYR TOP 93 PLP 00-00-00 36-00-00 1.00 OPACD= - 16.06 YN. C C RESPONSBILITYFOR ALL PLANS.SPECIFICATIONS DXIIDRN FLOOR DEAD TOP 27 PLP 00-00-00 26-00-00 0.90 � OR OTHER DOCUMENTS THAT MAY BE USED TO CONCENTEATRD FLOOR LIVE BIDX 233 L1118 09-00-OOIRNBRG=3.500 1.00 DEFLECTION CRITXXIA r INCORPORATE THIS COMPONENT INTO THE COECENTRATRD FLOOR DIAD SIDE 67 LSE 09-00-O01MISRM-3.50• 0.90 LIPS LOAD DEFLi L / 360 U-3BUILDINGBUILDING DESIGN. TOTAL LOAD DEPL r L / 940 c 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE WARNING NOTES: r LATERAL STABILITY. COON CONPLIANCBS t 07 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. THIS C0111PONENT DESIGN IS SPECIFICALLY FOR LJs ENGMEERED WOOD PRODUCTS. REPORTI O 4.SHIM ALL BEARINGS FOR FULL CONTACT. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP:MJOISW 18 ICC-XB EeR-1130 0 5.VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW L.A. City RR 95176 NLPI E 7 Y BY A DESIGN PROFESSIONAL. WISCONSIN 900114-M N 7.0 PRESSI DOER NG REQ EDA w-Y. CITY NSA 96-94•2 _ N 142'0.C.OR LEBO, PROVIDE REBTRANI'rAT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. CCNC 11094-R HUD $39 1091 w NOTE FOR DOUBLE LPI MINIMUM SEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI JOIST AS DESIGNED.IT IS THE RESPONSBLITY OF THE PROJECT ENGINEER, A.CONNECT DOUBLE LPI USING 2 2X8 ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS FILLERS FULL LENGTH OF JOIST.FOR JOISTS JOIST 18 CAPABLE OF SUPPORTING THE REACTIONS. THAT ARE TOP LOADED ONLY,FILLERS NEED ONLY DSPLECTIOx asommO CONPOSITE BE LOCATED AT EACH SUPPORT AND AT VON ANCHOR LPI J019T SECURELY TOBEARINGSORHANGERS. ACTION g17II (ILVM AND CENTER MAX.FILLERS MUST BEAT LEAST V LONG. IIAILIM 19/32- APA RATED TOP LOADS MUST BE APPLIED TO BOTH t-JOISTS. NO REPAIR REQUIRED ei=?RXM (32/16 SPAR RATiga) (� ti S.PROVIDE C LONG FILLERS AT ALL 7r� Co CONCENTRATED LOADS.CENTER FILLER ON LOAD. C.FASTEN FRIERS THROUGH LPI WEBS WITH c� 2ROWS OF10d(3-)NALSATI2"OCFROM THIS DESIGN IS FOR THE REFERENCED PROJECT ONLY co BOTH SIDES STAGGER CID a WHEREPOSSBL ROWSANpCLINCH AND SHOULD NOT BE USED WITH ANY OTHER PROJECT - co D.MAXIMUM SIDE APPLIED LOADS FOR STANDARD OR DESIGN C" DURATION:UNIFORM LOAD-260 PLF, CONCENTRATED LOAD-1000 LSS.LOADS CAN BE - - .�1--• LL. NA�nSATT OC,EETTC ANDMAY9 ADJULEDSTED 1-3/4"DEEP X 4-1/2"WIDE FOR OTHER LOAD DURATIONS. FLANGE EDGE NOTCH E.FLOOR SHEATHING TO BE NAILED TO FLANGES OFBOTH I-JOISTS. Z q C O V tY W CC) -I NXI T-8-1/4" J } D 16.000 BIIPPORT ARACIIOgB (LBB)i MARIYDXBBAR Igo NIIMBRR 1 2 3.500 Pon 1171 1109 WPLTFT --- --- 1 SECTION CROSS BXCTION 1/1 X BPJLRIIfa BIZEB IIN-BX NTS 3- B 3- 8 T6u"M DRYEJ=10XB . CALCDLRTM ALLOWABLE LIVR LOAD 0.13• D.85- *DEAD LOAD 0.17• 26- 0- 6 TOTAL LOAD 0.39- 1.28- w•THIS DRAWING B NOT TO SCALE Handling 8 Erection Miscellaneous Infa madOn LP LVL,LP LSL and CTR,LP I-Joist Spedlicatlorta LP Engineered Wood Products 03112111011 IBC moat Tanpasy and Permanent bracing for holding componerd The Was of tlaa cmwm*M 0*1 be specified by IM designer of IM 'Slappmta and cennecrroes not Lu•BVI,v Loi.•r,k� w4 LF:o.;..-r.e.A.�q�w ;14 U";— ^.. ..., plumb and for stetsgp lateral forms del be designed and complete shuchas.Obtain all the ralmsaay code compliance approval end'Common nolle ddran Parallel loglue bas rshoo be spaced•mMmum of P for 10d- Nashvlb,TN 372195v rs :^^ irslaled by others.No loads are to be applied b Ura bran—dons from Bra designers of the conplew■mueaxe before uslrg bte acd V for ed, Local 008.483.8400 comicnail ail after all 10 manning and fastening ere oomporerd.If the design crleda Isbd abwo does rat meet bcW Wilding 'Do ad VA.notch,601 of altar LP LVL,LP 1.81.and CTR,LP FJolsfs ascaAt as show cOmPle"At no time$tell baps greater then design bads cede requbamenls,dol not xis We design.When this drwMng Is signed In puldlahed material tram LP tiny use of LP LVL,Ld SL wCTR.LP IJa olab corapr Fax 908,563.BI41 be applied to the component. and sealed,the Mnelural design Is approved Of ehorm In this dra011g to the Imb sot fain hanw.egatas arty express wananty df Oe product and LP National Wall& 800.515.7570 Design Criteriabased en data Pmvtdod by Be aWomer.LP LVL,LP LSL end CTR.LP d octalms d Irnpled warruness IncM"Ore ft pla ed warmno d merchantability s� A l-Mata are me&Wtl old camber and ego b dew under ad.Wood in dl and Illness for a parlkuler use. 3-1 37 The design and material specified are in sneswdw contactr"th uoncroe muu be protected a racip"d by rode.Comsaeua 090 eoMormity x@h the I~Millions of NDS and AMC.' lab ad sppral Is assumed(well,floor beam.ase.}LP does not prwida DWO 9 - Dead load deflection srshdee squshnent Isolar fie creep. w4he Inspection.This dmwsng must haw on Arddted'a of Enabeatf seal•A COPY OF THIS DRAWING IS TO RE GIVEN TO THE INSTALLING CONTRACTOR Taal load de0ecxon to ann tantanem . abed obs oonetlermm adan6ogbasolrrp dard. of 2 LP te a registnaatl hedemah si Wadene.Padtk f:orporelon. ,I SHEET 1 Fle:C:10owroants and Sef ingsWorakeft Documenta1LP120081D3-Mamh%137tWOODE.SPX I MOTE; 3:01.1 N4,mUo91•cflLVdla MA UNIVERSAL FOREST PRODUCTS-ee(charlawn,JAA T E VER"CAL LO IS OESIQ'JEO TO SUPPDRY ONLY LOAD TABLE THE VERRCALLOADS590IVNASDETERMINEDBy t+DTE 4A05 L2Lpr6 DEPT:3j50 6OAITAT.VER,FIApOti0Ft0/AIIJp,DEFCECTIO+J FORPA7TERNtV61 MI+OFAgBtGHECKEDABR�dNERLCADCtSE3 .4778•' DP9rGJ;ORIrRnrr, �I[ 0.96LRAITAL\7ftS•FRttAllfol"E7y0DS Wl'4DANDSE%r.Ir (DdlaNSIOUSW-EASVREDFRAtALEFPEl,UOFSP„�OflCAh71LEVER.) Ei,50XVHt[ 0•�2IIRACRftG,/d4D OTHER l,g7t \L ORACiyp Cr4lT l9 t COtJ•3 CS2 - FL7ES dABTet78D 1911 0,18 ALYIAYS RECVtREO IS THE RESPONSUILRY OF TNS DISTRSDtl:30I 6DORr.D TYFC 70P/S1D8 trpAD ' ro BR <RGIA7!7Rs), L=� L07[D PRO:ECTENGINEERA9ARCH,TEOT.IDISCLAIMALL DL•AD LCAD ' a0 PSC RESPONSHLUTYFOR ALL PLPNS,SPC•CIFICATIONS DtIIPORH YLODR LTVe qpp ?r-1!1-ax Pr-213.5x DMhD WAS) 10 PSD OROTWER00CV\1EIJTSnrA7\L1Y6EVSED7D M*IrQAH 53 PLP DO-00-00 25.00-00 • 50 Ps7 dVCORPOnATE nits CCLI orn-4jr NTO THE collcativithVED FLOO1 DAD TOP 97 PLS 00.00.00 26-00-00 0.00 LLYw sIDC 133 Les 09- 0.90 6!?ZC1tRl v 15.00 Itl C C 9ULOIt{OD IRAj C6!70M48A7LD 7LOOR DCAD 9103 57 L58 04-a0-00ttIUaRO.3.:0” 1.00 2.PROUIOERESTRAIHTATSUPPOR7gTOEp!SURE IypRyItJGAOtE9 oa-OottII3ROe3:$0• O.ip 08746C?LOU CSITPRIti UYTERAL 87A9.L17Y. LIVI.,I.=urn: L /760 ` 4.tHP!OT CVf,HATCH OR DRILLLPIFLAmEs. 707AL LOAD Dopbl L/ 110 4.SH,IAACL BEAFUM FDR FULLCON7ACL THIS COMpar'ENT DESIGN IS SPECIFICALLY FOR L•P ENGINEERED WOOD PRODUCT& S.VERt°Y DIMEHSI4VS BEFORE D USE OF THIS DESIGII FOR AHYTHINa OTHER 7WI LP LVI, CODS OC%Vj tA.YCSD , SLPlill R USED llTi'iF1GLPiTOSIZE, STRICTLY PRO{69If'eD.AHYTLDDiF1CATlONOFT'H(SDCCUApNTRSLOA B CVIEW IS 7.COMPRESS1171"1 GEBRACLIOREO EOA7YY EYADESIIItipRoFeO010HAL R°DpRT 9 r�-rs syn-1310 Id oro L.A. citY SlR 75176 PRO01DERES7RAlliTATCONCEA'TRAUDLOAD 70ENSURELATERALSTABLITY, H=��N81It 900131-K NOTE FOR DOUBLE LPI H.Y. U y T'.8A➢6-9d-S tAlttit/VAt B `%RIHO SIZES ARE SOFFICIEI�T TO PneveNTCf�lt9kLVOOF TIDE 4P1 em 24090-R A.CO/JtIECTDOUFi,ELPI USING 22X6 "DIST ASOESIONZO.ITIST1•IERENPOHS,gp, t7FTHEPROIECTENFINCIGNEER RIM 1091 FILLM PULL.LErM7:i OF JOIST:FCR JDs73 OHREOT OROESIONER TO VERtcV THAMT 3 LIPP OAT 87RUO TIJ RE FOR TMS9 7HATARE TOP LOADED 014LY,FILLERS HEED q+JLV `'GIST t9 CAPAOLE Cr-SUPPORIM THE REACTIONS. BE LOCATED AT 0,4 CE147MMAKFiL SERSACH USTBE At LEAST ASTVL A"CHORLPIJOISTSECURELYTODEAR140SORh"hGETLS CEIJTER IMAX.Fd.LERS Aiu;,T BE ATLEAST 4'LCNU. TOP LOADSAIUSTOEAPPLIED ToSol"1,fCISTs. D87LRLT20t1ILG08M88 rONPOSITI e.PRO\7DEa-LONG FILLERS ATALL NO REPAIR REGIUIRED ALTrOX'7t117t OLUYO AtaD CO,4CENMATED LOADS.CE117vJtRLLEnOh. LO,gO, ttA2LBD 19/72c API!ALTSp C.FASTEkFILLERS THROVCHLPI VlE9SIt'ITH PR81t'17RUD (39/lb OPAO Rai'ZL@I 2ROYl5 ESST$GHAILSA7 A,0jDCRO\1 THIS DESIGN IS FOR THE REFERENCED PROJECT ONLY ©0TH SUES SIAGOER ROl'/SAPID CLIKCH :Yh'ERELj510iTL" AND SHOULD NOT BE USED WITH ANY OTHER PROJECT D.A1AXt\t:!!i SlOE•Avr-{„kD LOADS FOR STANDARD C(MCEWRATTPESLanu°iW)LBO L6ADscAIJee OR DESIGN DOVELEDFG4I{AILS AT O.00,TR?LI�OFOR FaaaTttERLaAnG�Rn7TDNs �Q FAILS AT 4.00,AUC„Alrb MAY BE AOJUSTEp. �-314”DEEP X 4-1/2"WIDE E.FLOORSHEATNI+IG7p0EtdAlLEDTDFtpNGESOr• NOTCH FLANGE EDGE NO RO 1,lOiSTB. fl7R� E L' a tri Na 3 �1d ISTi� I 7'-8-1/4" At SVPPCRT RZAC710HB (LBS), 2.1AXLH0H D 8 A R r TI O 14 V h D 8 It 25.000 •'.T DDIItt 1471 110? 1/ �..,•"� UPLIIT --. 3. 80 ea r nsARssD sssRe (rI1-sx) SECTION 1/9 a IVIS class ssc7rati AhXX1X=DUZEC91Ctia LM LotlpcSCOZA71 D AGLOH18L8 - . 11 .DrAD LORD 0.37' O.es•' 1707AL LOAD 0.39• 1.201• Hand1Y3 L Eroaim{ � 25• O- 0 1,11wiisnncut tn'oon0lbn THIS DRAWING IS HOT To SCALE�• Ta^Fomya�d puanocal arid•O-thdd" a a LP LVL,Zit LUL and CTR,LP htdai SpaeKealbna trun6 f»dhr rrlfthalaYW forow[halt Nth It:nr Tracmutnyw•Inpcp,m,•at lv INdralbyOd dtt101trattr, 0 ,. LP Engineered Wecd PtadU0l9 iN41Na r/tlh, tta toudearola sot Nd1a11aa["d °" t[Ia tiv:l sa OUab wl Otocaw ' 4P-aaanf[o•no:[one fntiP t\'L LP ISL CTRansL4I In rw"ffna {eUt:nt, 413 Unbn Sfr[ldt SWa 2000 ' I8C �'1 wery,nninIi.nit'dlordt P I 11d,u[Pon[!.;an lht dtdtnat d10t mTp 10�oavpuvo V G F"l d'iq,Q•aS"-";',.�'ec4 i'd an pttatd la pL011•o[atal hI f {Rfitt Ulbfprttn rnd artad° P%°=dttlinln:mdd'ra•tot cw�ptcmd AlMUnf fhd'LrodcpealtrNa:dfdlrttsit xdoroq,lwnw,l;Jana wellt°dttltn.VlMnthit tiranrnt Oapl�d Ina' /4afiydlo,iH 37210 I a'n caaP:a[al.Hlh0do3ptailai,l[1141bwo dotsoY ml011°:[f Ir,I"is •Derotet4 ndeN,dlt o•allttt°L\4_Lp LSLon�aTtLLP4bisdm0f 4' 101 da�ppiedunm am.-a•v,r, Law 004.405.0400 aid atabdCho tln.da•ddldPtloantmwt dfdretn ta1Ntd.[:titit 1 ,ItitOi mfro•blfr:m tPau/lafdichimsn LPLVLIEL trd Fox De1Ion LYlerla •ofatcndila pro[IUW1rlm0o;uonm.LPLVi„LPLOLaniOTtt,iP L°Ih°15nlsuttnrduraot,n[do[tnm•-t; �'LPI•Y.1[heml.rr/ 004567.564t ShOaod;ntod,,i dill I{N,It as mWontto.lgaba tadwt•tltUec:unts•,,a Waw tatm[I a q{nft ta.iWnicuaa�tr„°ts,nq:dNpWet olv rinladi r/mfA'reVrmUt 1i'0!ti[\4'V/alt 800.615,7670 [or!¢anllt•ni1hH°ItbflttMir�lw bld elD5o vA1TC• In���{ytNan:mism.�bep•0tadoiaregHmd6ymb.Cauln.aa L17W lard t1n% Call. ya JF'0'1kot:tmed(•cal.da;t beam ae.I.tPaou":i p•vrl:o ro WA, 110 tOCld AITCnoP. 0wf lt=MCI Aslitatrn„t Tala Lvdentbal:nal:da,la•e:os. owd to to co'ddaed an anuila:"Pdgibarvant'toat w•en;lmaltotl'ACOPy OF TH19 R9AHIN319 TO OE GNFNT07kc IYSTA41L0 CON IRhCTq,q DWG 0903-137 Fin:C;tDaCdrranitand SotUn6cL•amtlelL(yDaco[ron101CP1tOCJA2,tlarcl[;137W/pODg,SPX U'Is°rtp4.ymdl,adtmtr 4(LcobompddrdCw7co1'on SHEET B of 2 r MOTE: !0T''I Juk"miac1r=130=,rP UNIVERSAL FOREST PRODUCTS-Belchertma,MA r,7JiISCOf6POHENTISDCSICNEOTOSUPPUriTOHLY LOAD MOLE THE VERTICAL LOADS SH IA'NAs OeTERAINEO BY NOTE: LOADS SHOIN-NAqE FOR PIPU (�) t p156 DEPTH 16.000" OTHERS.VERIF1CATtOIIOFLDADIHO,0EFLECTION FOR PATTERN LIVE LOADItiCARE-CHECKE_0CAOASRSE j-OTh.RLOA4C\SES Hint 0••1175• DESIL1v7I11=YIh ; uSLO,DS 0.13 BRAC 10,AN FR WER/ERAL BRACING T 4 T 13 IC (DIMENSIONS ItEASURED FRMM LEFT END OF SPAN OR CAf7TR EVER• FLAFIGE(.50 X 3,50 V<021 BIiACU10,AHOOR:ERLATERALDRACIhOTT4AT15 0 ) R01;021 ALWAYS R---OVl4ED ISTHERESPONSIBiL1(YCF THE ISTRIOWICr. oarRCQ rdna roplstOe u,>J�, GLSB t,Cl,'p aG Psf PROJECT EA GJNEER OR ARCHITE , P![Cfe TO LOAD LDT Dun LDICt RESDONSOM YFORALLPLANS,SAECIFiCATIONSL VHWontf ZLO;IR LIVE 70P FT-Iff-SX PY-/ll-SX 'Ir,TAL LDAb �6 A09 OR OTHER DCCULLNT5THlknRYBEUSED TO VVIFORJI (IV-OP DzAD TOP 53 PLP 00•GO-Co DS-DO-DD 1.t-0 ED ?SP IVCORPORITETHISCOd7PON"y('IFItoME 27 PLP 00-DO-00 69-OD-OO 0.70 SPJ,CIHO o t6 00 Il C C BUILDING DESIGtV• VIA,RU•NG 801Te5: 2.FROVOE RESTRNJJT AT SUPPORTS TD L74SURE OBpLCCCICl1 CRIME IA - LATERAL STAB.UIY. THIS COrdpOft'E11T DE81011 IS SPECIFICALLY FOR Loo EA'GSIEERED WOOD PROOUMS, LIV-' LOAD OE86: L / 360 S.DO f"OT CWr NOTCH 0.4 DRILL LPI PLAI{OEs. USE OF THIS DESIGN FOR ANYTHING OTHER 7HAII LP LVL OR LP LSL OR LP IJOISTs is 707A4 LI7AD PBPLr 4.6ERIF LLDENS10f 3 FOR FULL MIT/ STRICTLY pROFR8rTE0,AVY MOD�FICATIOU OFTWS ODCUAfEJ.?REgUi$ES REVIEIY L / 240 O.VERIFYOOdEIJSIO(46eEFORECLIMNGL?/TOS(ZE. ByADESIGRPROFESSIOIJAL. C4DC CMPLIJd10ES ; PHLS LPi IS T•O BF USED AS• f`OR JOIRTO V (.174R1UI1 BEARPJO SQEB RRE SUFFIOIEH7 TO P1164EHT CRUSHWG OF THE LPI RaPOR: 4 �J,CONPRFSSJOIJ EDGE e1tACttiO pEOVt 1CC-z5 QSR-1170 •U; EM00 COVPOHEt REB AT JOST AS DESIGNED.IT JS TI4E.RF-BPD.VsiDl_ITY CF THEP:OJECT Et,01HEER, L.A. City RR 25178 ARCHLY-CT OROESICHER10WRIFYTHAT p(ESUPPORT STRUCTURE FOr1THIS 411=`tiDSI" n0114-H 4OisTIsCAPAIY-EDF3UPPORTri0THEPEACTiONS. K.Y. WIT HEA 96-9d-Q CCHC 1.1099-g I AriCl(ORLPItOi3TSSCURE-YTOOJWIHOSORHAPJGERS. HUD sfs 1091 DOPLLC!•20, RaSURE3 CO POS.ICs AIMCU%Rill GLURD JUJD 1-3t4" 2 1/2°DIA HOLE IuILRD 13133' APA RATED SHERT111113 (32/16 Sp/df RATIt1Ol ' ♦ t I NO REPAIR REQUIRED THIS D f ESIGN 15 POR TFIE REFERENCED PROJECT ONLY AND SHOULD NOT BE USED WITH ANY OTHER PROJECT e" OR DESIGN SUPPORT ACACTIa•rS (LLS)t �,�•� O A'Amre'm D CJI. R c stt� eI X 3-1/2" 15.000 1 = va UPLIFDONU 360 SSG i DETAIL I ' 3.59.0 _ ,. 9THU EEL T --. ._- Ir N1:t f31iAaluv Rlze tTY-sx) NTS CROSS s5CTzGtf (44RIt=.3ECLlt-TICtr3 �� �► CALCOLATao ALLOfWDLa Lsys LOAD 0,01• ' •Ol'i:,0 WAD 0.07•, TOTAL LOAD a.01. O.al• � . 1loadltr?C EroaUbn fll[OCI'aAaau� "'THIS ORAIAVVG 16110T TO SCALE••• Inkrma0'an Trmp:mtygnf:ermrntnt iraUrO ra•OVL:pcaalcn[al Ld�ytNUiea:i L?LVI.,LP L9L ana CTR,LP IJgirt Sp"NGa:on1 "Inn. 1. c nWMblfialtaalo[Pedbylb:autynfroll•a LPEngG►eered4V000Pro,'iuUs hsbi'ad blo:iur,p"loll bbon Ild/o•he :nNcn[Inl:tcrr,Ofral+al L•nrb;tatlrJ�e a:mtl'a.KOa mrq.aM•S"I�pOnt itac:nmcyus(a•lp C4L,lp19•,CfRadlP mbat,;":,tealplwibnr. , tl1•h-attp t:th a^m[aOm;gnl:°rl:r of lalvidq rad hfla•1•paro t�^shulau 11"Ifttdalb•°•f Ggu n•Gl taU e}ixin lurslt11p0Le tl:pU Jl tc 1p°tu7g,Ylflgum Cf/'Ix tol 41GUnbn SJaa1,JJtp 2°DO CaC nGaurt 1113 nt num o:tnpltfantivumtd,•rouinlINS adYhre-. 414Unbr:SNothmiC.T11T,ft a-aCWedb m arpmdUutds P7alN lba•.d1';•n,00la tpduajmamml4dar iLto Qh �nn�tLto�lh[trttrnV@Ia tda'Q ,mad rv'n:Irh.chit gr rllu LP LVL,LPL any:ICI LP iJnYre ara b:gpted to lAt Carprnmt. [nd wNO.',no rlm:LwiCgt nl[t ° b 'np.Ut�.OimrWdtl l•tu1 U'tnyutn ai WLVL,ISLo dGTit.1P,.YJn*I if ry FtWgI M,Euwn DeaNnCnl[irtb ba"CCeal"pv'l--OdLy03suit'[,a LPI�upnl°hltdrarAy tdlodclh[[1radOhee° nnuhaar er (A6dtrramtda w,UhulemWt*a+.dall d:Ott'.unlaleada'%t•:dndlgCl odpintsa far Ltd R I V aNI7YNimriy 0l ttdClg.LttrdLP MaDaMil Pla'J 690.61S.757D 'ih°da10•.°•clmgirddt•.rdPodarohtu:ndArT atthrlMlhaa:r°hm.Ylu , °N Jit us".Of4dIally aih•hO ln:ul rorbbrnNHtl9 rnd ARC,• lriKJl i.ten tt an5lr tt�0t1ar"Il"MO 414DTO.Car11-.I:ur "Fn'L'c llr utn. GrailarddMedonlydata[adWlmtnl'[Oarfn•aarp, Cn•31' sit efa%Ttte¢yM p mustho-DanA6hbOn'6a•E11clol.IP colt wt�INR•r ldl•aCGPy /� �J Tw'Izl?a:Doaa:a.ntUnbnwua• arum UL"aentba•rd to Etrin:ah2de,amtnL OF THS rAA'1Af13 IS TO 0E C41':1J TO d`t+Jf; n 4809-937 THE 9.19TN.L1Vo COUT/UlL'TCR FI•a:C.'.D°cumonis axil Sollhgalaarale?,ly DutulnanlsL'PIlOOS'p3•JAan 6153TtR0 ai 12• U'J6p•�itnl°dvadtmtrkcttodtiru.puire a°•pcta5e� SHEET # P Ha�.SPX _C�J( REScheck Software Version 4.1.4 Compliance Certificate Project Title: Elena Figler Residence Report Date: 11/28/08 Data filename: Untitled.rck Energy Code: Massachusetts Energy Code Location: North Andover,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 16% Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: 140 Hickory Hill Road Elena Figler Chris Smith North Andover,MA 01845 140 Hickory Hill Road Steeplechase Builders,Inc. North Andover,MA 01845 153 Maple Street (978)682-7689 Methuen,MA 01844 elenashana@hotmaii.com (978)688-5036 chris@steeplechasebuilders.com • • Compliance:7.7%Better Than Code Maximum UA:181 Your UA:167 ross Cavity cont. Glazing UA Assembly Area or or ■•. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 384 30.0 0.0 13 Ceiling 2:Cathedral Ceiling(no attic) 240 30.0 0.0 8 Skylight 1:Wood Frame:Double Pane 16 0.500 8 Wall 1:Wood Frame,16"o.c. 592 19.0 0.0 28 Window 1:Wood Frame:Double Pane with Low-E 28 0.280 8 Window 2:Wood Frame:Double Pane with Low-E 28 0.280 8 Window 3:Wood Frame:Double Pane with Low-E 10 0.280 3 Window 4:Wood Frame:Double Pane with Low-E 12 0.500 6 Door 1:Glass 41 0.280 11 Wall 2:Wood Frame,16"o.c. 528 19.0 0.0 28 Window 5:Wood Frame:Double Pane 39 0.500 20 Window 6:Wood Frame:Double Pane with Low-E 10 0.280 3 Window 7:Wood Frame:Double Pane with Low-E 8 0.280 2 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 624 30.0 0.0 21 Compliance nce Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Tidec Signature nature Date �.UH 54 e cy le-c L--5 ¢. 13u /ders Project Title: Elena Figler Residence Report date: 11/28/08 Data filename: Untitled r k •c Page 1 of 1 'Arm Construction Contract Steeplechase BUILDERS A. Date of Execution November 6,2008 B. Parties Contractor: Steeplechase Builders, Inc. 153 Maple Street Methuen, MA 01844 (978) 688-5036 MA Home Improvement Contractor Registration# 145042 Federal Identification# 20-1906118 Contract executed by: Christopher D. Smith Joseph M. Clementi P P Principal, Director of Planning Principal, Director of Operations Steeplechase Builders, Inc. Steeplechase Builders, Inc. Homeowner: Elena Figler 140 Hickory Hill Road North Andover, MA 01845 (978) 682-7689 C. Proiect Address 140 Hickory Hill Road,North Andover, Mass. D. Proiect Summary 1. Garage addition at ground level 2. Family Room addition at main level 3. Bedroom addition at second level 4. Renovations to existing rear Bedroom E. Proiect Cost $177,000.00 X IS , a Homeowner Signature(W) bate -L]�A - �S'A-1,a /yt i G ,, Contract9f Signatures .J Date I ✓/ZG'�09)7/IYGdI7.lIJo(XLLOL Of✓�IQJJn�C/tubP.Gfb Board of Building Regulations and Standards Construction Supervisor License License: CS 74478 Birthdate: 1/24/1964 Expiration: 1/24/2009 Tr# 9142 Restriction: 00 JOSEPH M CLEMENTI 153 MAPLE ST METHUEN,MA 01844 Commissioner >2,,.arecz�z' j �u0ducGe%�6 Board of Building Regulations.and Standards ? HOME IMPROVEMENT C6�TRACTOR Registration: 145042 Expiration: 12/2/2008 Type: Supplement Card STEEPLE CHASE`BUILDERS,INC. JOSEPH CLEMENT. 153 MAPLE STS „` METHUEN,MA 01844 Administrator i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): S4C e prj,C Cya a t t I de t_S T_#J L Address: City/State/Zip: _CY "1!tc,j m,1 3S 01 94J Phone#: 91 $8. 5C3 6 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. F]New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' [No workers'comp.insurance comp.msurance. $ 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.[:] Other employees. [No workers' comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Teo'."(e r.s Twi S Co. Policy#or Self-ins.Lic.#: 11p3-u6 a 3 6 q I I o - Z-4`7 Expiration Date: Job Site Address:_ 140 141 Q d- City/State/Zip: Noel. m" 0)&4 S Ka11'b. Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Si afore: Date: I/- Phone /-Phone#: U 9y!S. . 6 k rr' -Sr.)3 (e Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• AC -_ CERTIFICATE OF LIABILITY INSURANCE ll// 0 PRODUCER (978)372-2790, Fax(978)373-2281 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Sullivan Insurance en NLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency, Inc.. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 487 Groveland Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Haverhill MA 01830 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:ESSex Insurance Company Steeplechase Builders, Inc. INSURER B:Travelers Insurance Co 153 Maple Street INSURER C: INSURER D: Methuen MA 01844 INSURER E: OVERAGES 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. STE LIMITS SHOWN Y HAVE BEENREDUCED BY PAIDM . INSR ADD'LTYPE OF INSURANCE POLICY NUMBER DATEYMFMfDDDlm TIVE DATE OLICY MMIDD TION LIMITS GENERAL LIABILITY 3CW2196 01/16/2008 01/16/2009 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PEI ao ur nce $ 50,000 A CLAIMS MADE FKOCCUR MED EXP(Any oneperson) $ PERSONAL s ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS COMP/OP A $ 1,000,000 _x1 POLICY JECT r7 LOC PRO- AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY - AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN CC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR D CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ R TE I N B WORKERS COMPENSATION AND 7PJUB 0354L10-2-07 02/17/2008 02/17/2009 WCSTATU- OTH- EMPLOYERS'LIABILITY ES ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYEE$ 1,000,000 -SPECIAL PROVISIONS bel E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONSA.00ATIONSIVEHICLES(EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS General Contractors Owners excluded from Workers Compensation CERTIFICATE HOLDER CANCELLATION �- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Steeplechase Builders EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALT.IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENT JTJj — Kayt Crawford `���¢� ACORD 25(2001/08) ®ACORD CORPORATION 1988 IN302${n10t3)08a Page 1 of 2 CERTIFIED PLOT PLAN P�tH OF#A4 PREPARED FOR. ELENA BUCHOLZ $S AT NO. 35773 140 HICKORY HILL ROAD EXISTING �i z DWELLING �ALLAW NORTH ANDOVER, IMA. Q No. 130 NORTH ESSEX REGISTRY OF DEEDS.- BK. 6738 PG. 156 a ASSESSOR'S MAP. 62, LOT 105 ZONING.• PRD 2,s' 21.7' SCALE: 1"=30' DA 7E.- NOVEMBER 11, 2008 N 90'00' 0"E NOTE. EXIS77NG SETBACKS TAKEN TO CORNERBOARD. � 100.00 21.5' 21.6' S83'47'00 83'47'00"E 220.52 41.4' 33.0' t00' m�� DWELLING XISTING N cn 'tel LOT 21 c� N ANO. 140 m iiiiii w r- FtN. GAR. FLOOR N O ELEV.=100.00 48 2' Lo N O PROP. STEPS 22,095SF. o 0 "J6 & LANDING �' o PROP. O Z N ADD'N. n O ROP. GAR FLOOR 30.3' 52.4' ELEV.=99.50 26.0' 327.43' •7' 7'2' S87'07 09 W 38.2' •� 29.,' 26.4' PREPARED BY.• EXISTING DWELLING JOHN ABAGJS & a4SSOCIA= PROFESSIONAL LAND SURVEYORS N0. 148 9 BARMETT STREET, NO. 252, ANDOVER, MA. (978)-688-4899 2980A