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HomeMy WebLinkAbout0041 WEAVER ROAD - Health 41 Weaver Road Centerville A= 207-106 5 M E A No.2-153LOR UPC 1253t •nesd..oan • Us&a uv iwu�Mwsoouaw SFIwa» � anEetsnwiooPwa swwio wn oowMcar� Gala — 03d `13 i TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility , Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY r -Bk 26556 Ps 1,35 a44352 s ' ea — oft 3j,-2012 a 09 : 06u DEED RESTRICTION WHEREAS,David A.Rosengard and Peninah S.Rosengard,as joint tenants and not as tenants in common of 2 City View Road,Brookline,Massachusetts are the owners of 41 Weaver Road,Centerville,Massachusetts duly recorded in Barnstable County Registry of Deeds in Book 26127,Page 196 on March 3,2012. WHEREAS,David A.Rosengard and Peninah S.Rosengard as the owners of said lot have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works'construction permit in compliance with 310 CMR 15.000 State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200,State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a building permit for # the construction of a single family home on this property,is requiring that the agreement for the restriction on the. number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW,THEREFORE,David A.Rosengard and Peninah S.Rosengard do hereby place the following restriction on their above-referenced land in accordance with their agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 41 Weaver Road,Centerville,Massachusetts may have constructed upon the lot a house containing no more than six(6)bedrooms. David A.Rosengard and Peninah S.Rosengard agree that this shall be a permanent deed restriction affecting 41 Weaver Road,Centerville,Massachusetts and being shown at Book 26127,Page 196 ,.. recorded March 3,2012. Executed as a sealed instrument this day of July,201 David A.Rosengard Peninah S.Rosengar COMMONWEALTH OF MASSACHUSETTS `Tv�y o�(o is : . ;? §h On thia day of JULI 2012,before me,the undersigned notary public,personally a 0;.� �p IY appeared David A.Rosengard,provided to rti' �(.f��$. `��p through satisfactory evidence of identification,which was MA Drivers License to be the person whose name is signed on the preceding o attached document,and acknowledged to me that he/she signed it voluntarily for its stated purpose. Qom— a- . . Notary Public c?t'cn ,4 . COSSIn My Commission Expires: Apv COMMONWEALTH OF MASSACHUSETTS sbl/o/t,,ss: �­rtll f 26,2012 On this�D�,of 2012,before me,the undersigned notary public,personally appeared Peninah S.Rosengard,provided to me through satisfactory evidence of identification,which was MA Drivers License to be the person whose name is signed on the preceding or attached document,and acknowledged tome that he/she signed it vol►1¢ta y for its stated purpose. -70 • a� x y ,i;0etary Public BARNSTABLE COUNTY s� r �tl� Commission Expires: ` i� r REGISTRY OF DEEDS AD r! A TRUE COPY I ATTESSL T JOHN F.MEADE REGISTER BARNSTABLE REGISTRY OF DEEDS 4� 20'-9" 5' 0" 6'0" .4 _�_9T 4_�+—w F�wwocnw rwmc x r --.... xA.vmox• ow exseuw�ucrto a ...._.._.... ._..___ --_" ._.."_ C —A worzrzre�•wi Jwr.fl+rW +�iro�wui.� w mEn w en rw, xEw cwcxcrt w�En .'MI sm®NwK sxra a es uuwsecNmn er ca. cmw p pre s 10 Easnxc auoN. `a I o NMo a a CO W «noon ao v �� Eusnxc rwa+eLwuFNp. : !n J ��; ..g•e X O * . W MW EXISTI G ws OUT BUI DING wxnwnw BwERp TO EE a RENOV TED FOUNDATION PLAN— NEW WORK SCALE: 1/6"=1'-a' REV.N0. OESCMFOON OATS FOUNDATION PLAN DEMOLITION&NEW WORK NEW SECOND FLOOR AND . ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. NOTE: C1V[L ENVIRONMENTAL CONSULTANTS,LLC THIS O NG 5 THE RN NTY OF OW ENMRRIMExrA�cWAIlTAN15, LLC. IT MAY NOT BE REFWOOUCEO IN NHOU OR IN—1.FOR ANY w OSE MTNOUT THE EMPRESS WITTEN v RMIS9aN a<uME 8OAK STREET,PEABODY,MASS.01960(978)53I-1191 ENMRWMENTAL CON—ANTS,LLC.. MAMNO NUMBER l'1/ BATE:MAY 16.2012 JOB NO.:2842 A — OPA m B C N B SL E AS NOTED phi o¢su v> Ncov a me cAUAa. 5 2' 6'-0' 5' 2' 4'-0 8'-0" p x< EXISTING EXIST NG R BEDROOM 9 4 I � EXISTING DEN p N xoARa z e EXISTING TOOL SHED ffnu xc To uATa cns - i EXISi1NG CLOSET „ 1 T ( EXIST G CLOS J.6" 2 O Yp .KITCHEN XTENTION 7'-4 1 2" 7'-8 1 2" i ,. ' EXISTING _ p 1/2 , NEW-FAMILY ROOM 1 ew Y-o'�s e :�/•' t t T 5 3 r a �RLws m3)mw,r Remy/• -—7177 Fnsnxc NfxouID wnOcw t ' } wuL M` fi CHAO GI } { yr EXISTING KITCHEN-DINING AREA 5$ - 3- = ry N ,. rTt JaS A. I , " ut iwsn Z-- :swLL Iwo,.r EXISTING n EXISTING 2 _ -KE �N 0 a DINING ROOM LIVING ROOM Vz - TUD 10'—J 3 8" 10'-0 5 8" REV.N0. DESDRIPTIDN DATE w 0 MAIN FLOOR PLAN - NEW WORK a SCALE: 1/4"=r-o- FIRST FLOOR-NEW WORK _ Nw Twsu�wNN�., ... NEW SECOND FLOOR AND ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. NOTE CIVIL ENVIRONMENTAL CONSULTANTS,LLC THIS DRAN+NG IS THE PR-DE GNL ENNR INNENTAL cW6ULTANIi • LLC. IT AlN NOT BE REPRW=1N--OR-"T,EIXT ANr PO(✓P07 MTHWT THE EXPRESS NRITTEN PM-ISSON DE OIL 8OAK STREET,PEABODY.MASS.01960(978)5J1 1191 ENNRONHENTAL CONSULTANTS.tLO.. DRA—NOYBER AYY I DATE:u ..zmz +oB,SCA ND:zeaz H ORA.BY:G.N.B. TS AS NOTED f h I xarz: ww w,w E4a a oxs N.em�—. 5'-0- -5 5 11'-0 3 4- '-5 SO' 5'-0' cuaurtx owwvoxs w . 1�I�'��'jIII{ - msrxnoww��°Ns u°wio ow'' MASTER BEDROOM SUITE J BOPf Nxt-TNEF NMuu - „ n Z-T ,6 I�w MASTER R�AhI/) WALH N _ CLOSE 4'-3 5 6 b - sxrsnxa mrsr coax / mt s.ws m ®~ xexux LAUNDRY MAIN-8 TH 4 1/2- 4 1 2b ® r 3dl � Y_C - 4 1/2C 1/2- 4 1 Exsw6 ar wwni G 12'-4 1 4' 12'-4 7 1 � � BEDR00 CHILDR 'S PLAYROOM 26'-0• .w�+Ycwo Row r9aK SECOND FLOOR PLAN - NEW WORK SCALE: 1/4"=1'-0- 1 _ ---------- --------------- :o Ll REv.NB. BBscrAPnaN OATS SECOND FLOOR PLAN — NEW WORK SECEOND FLOOR-NEW WORK NEW SECOND FLOOR AND ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. NOM CIVIL ENVIRONMENTAL CONSULTANTS,LLC THIS)RA-IS 1HE GROGERTY OF CINL ENNRONNENTAA C..LTANTS, LLC. IT MAY NOT BE REGROOOCEO IN--W Iry GMT,GOR AN PURPOSE eATHwT THE EI(PREBB YmITrtN PERNISAON a CINL S OAK STREET,PEABODY,MASS.01960(978)531-1191 ENNRONNENTAL CONSULTANTS.LLC.. IXUIN.NG NUMBER I- BATe MAY a,zolz A 4 mB wB zBAz ORA'AN BY:G.N.B. SLALE:AS NOTED E.IsnN& ra--- NNaR- -- w a I I I I wPN w E.v.E w�x ------------ ---- � „.,.TwnNNa,�wwErE I I �nxR x,1,x xEr I ENSnxR&Rpt rgmRNllw I I cwpsrt Am. nw rxL I , cdm w Nw f'1. 9uLL 9C umuw .B'ftlON v2D m.DE IR 9orrw pr rwnNc. L___________________________________ J FRONT ELEVATION SCALE: I/4" 1'-G' REV.NQ DES PION DALE FRONT ELEVATION NEW SECOND FLOOR AND ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. NOTE: CIVIL ENVIRONMENTAL CONSULTANTS,LLC THIS OR-NG IS THE PR6ERTY OF a ENN MENTPL%RI ANTS. LLC IT NAY NOT BE REPROWGED IN THOLE OR IN PMT.FOR PNLTY Wf✓POSE NTTH.T THE E.RESS,pIrTEN PERMISSION OF ONL 80AK STREET•PEABUDY,MASS.01960(978)531.1J1O9B1 EN—TA dTANTS. DR-NG NUMBER DDP E NAY 2E A5 G.N.B. SLATE:AS xOTED , ' ,�µ alu.ec o[it*w.Ko Nr Mc vwtn c aysT ar N[ocn smctFS , J_ _--J L r--------------- IlMi - - _ _____ _________ „„c Ta,„�,,,�, a.00,wc O1a0E 10 B0`1pe1 =NSA= «•n« REAR ELEVATION SCALE: 1/4" I'-0" phi rnslwc cu+.¢aTvrvn , - o>NF,a'ZNo1 Tv .c T04 ewwx r.san eonBos.no LLJ NO, OESCWPNON OATS RIGHT SIDE&REAR ELEVATIONS IfiT{}� NEW SECOND FLOOR L�wI u� Lmmi AND �-� ADDITION TO RESIDENCE for DAVID ROSENGARD R5 _ 41 WEAVER ROAD Rn a CENTERVILLE,MASS. o -------------------------_-------------_T_I No¢: CNILENVIRONMENTALCONSULTANTS,LLC L_____S------------'- THIS ONA WNc IS THE RRORERTY OE ONL ENMRW MENTAL CONSULTANTS, L----------------- ------- LLG IT MAY NOT BE REER000CEO IN NNOLE OR IN RORT,FOR ANY RIGHT SIDE ELEVATION RIRROSE WTHOJT THE E>RESS MNTTEN K-SSON M OI 8 OAK STREET,PEABODY,MASS.01960(978)531.1191 ENNRONMENTAL CONSULTANTS,LLG. DRANINL NUNBER OAIE:MAY 11 2012 JOB NR:R{2 SCALE: I/4"-I'-0- A r v ORANN BT:L.K.B. SLME:AS NoiEO r — ------------ \� ..........---- .. �\ ....::=• .:.::....:.....:a NNE�N,N,N.x�.�,1� N AL�rk�x _q I ODD —N gam. ,xuw ,; monxc wr wro cxisnxc cwx¢ � i m na 4 naw sAe ssr xsv roonxc a i �AMArxx,�w�RACR� I n. ww I a :..:.:: MAIN FLOOR PLAN — NEW FRAMING SCALE: 1/4' REv.No. oEScmPnaN DATE FIRST FLOOR FRAMING PLAN NEW SECOND FLOOR AND ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. NOTE`oRANNO IS THE PRO rnTY OF ONL ENNRMNENTAL cwSUL—Y' CIVIL ENVIRONMENTAL CONSULTANTS,LLC LLC. IT NAY NOT BE REPROOUCEO IN NHOIE M IN PART.PM ANY wRPosE—OJT THE E KS5 NRITTEN PERN159M M.NL S OAK STREET,PE ABODY,MASS.O196O(978)531-1191 ENNRONNENTAL CONSULTANTS LLC.. MA 0 NUNBEN JM NO.:2842 OAIE:NAY 10.20212 q _ 7 MANN Rw ON.R. S�A�A5 NO- ---------------- cx(As REOTI I u¢T cmmcl IT •usoa°'Ora rsro NAaT cmN+q ' 1 .osrs��+a�rsus"'�esws'rc'r.wcu. f aPRRo..uN�Ts v .-B���n�Nc REV.N0. DESCN—ON DATE SECOND FLOOR PLAN — NEW WORK SECOND FLOOR FRAMNG PLAN SCALE: 1/4" 1'—O" NEW SECOND FLOOR AND ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. THE DRPMNC IS THE PROPERTY OF'ONL EN—MENTAL IONSULTANM CIVIL ENVIRONMENTAL CONSULTANTS,LLC U.D. IT MAY NOT BE REPRODUDED IN PHOLE OR w PART,FOR AUY PURPOSE MNDIJT NNE—RESS m+lTTEN PERUlssa OFaNi B OAK STREET,PEABODY,MA SS.01960(978)531-1191 ENNNONYENTAL CIXJSULTANTS.LLC.. NUMBER DRAIANc A Q DAIS:uY I 3013 a, JOB NIA DRANK BT C.R.B. %—AS NOTED T� GENERAL CONSTRUCTION NOTES FOUNDATION: EE Ea.S,RUE,m NMEe NEN EN�Eff�E°L«x«n Ea„cPE,E N,�°«N.,eEAENEo,.°oo P.,NAEN�E„EP.,:"°A.S. ;c: ®..... — CARPENTRY MI m°m c�Ez"M«.��9y ersE«NP RNLs E,cT s,.�.k��wuEn�.«.u_+.��PeAE�aE.N ER. 4EZ M«9 Tw°mm MEMmE..Ei�� °9 L«.«Es °« a s ¢­ITw hcmwAu xEST sr.wm 9mvAas.—¢ E—9I.0"E.9 x"ur.cM�e+rAEa°N,.M"A., '. NEN m"I —E.N°a sE, wu.NAm�„snNc�« Ax°iroE umcss 9MENmsE.PPNe.m°.M,ewl,Ecr oA TYPICAL FOUNDATION DETAILS NL.rzP I-S«MAN m N.w xA Inasi.,c wmx c.E.NERsiMi«°e Mom.��AsiN`.+o wrzn(si `eiesnEc"'�inE awe.a�u .x°�NnAUE°e.ME crn WINDOWS CONNECTOR DETAILS 44 u.NUr.c,v °1Mp.r:`a a��i°w.c�w'ma°"ucMr a`au wwu::crvaE o.`m°a :x1c00«�wsr M+«s El) "aIII—1 s�A1 EE"s INTERIOR DOORS: E ,w c31'A,,a Ec.EAREPa,m«EI-..I o,ER ALL NENE.s,AmE°9..P— °E As NAInI AABO eY EAEw.°L INSULATION: . 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DAVIDROSENGARD NON:p«aM REA 9 C M 9 SPEC .IEC OAMIIAO YMr%A c e eII�E °µM A EAN 41 WEAVER ROAD CENTERVILLE,MASS. UTILITIES: IAA �n�OES eEa,LA—S E,i.a III NOTE: CIVIL ENVIRONMENTAL CONSULTANTS,LLC ev M CWewn R¢NReKtf.M s,.,E v xASSA(xusti2 w wv v ME(»NEmAxc AUMonn xA MK pRA41NG IS THE PROPERTY OF CM ENNRONNENTAL CONSILTANTS. LLC, IT MAI NOT BE REPRWOCEO IN MNOLE OR W I.T.—ANY PE ESE MMIBBT THE E%PNESS­TENPERNIsS.N a am 9 OAK STREET,PEABODY,MASS.01960(978)53 I-1191 ENNRONNENTI CONSILTANLS.LLC.. BRAAING NONRER Y I pTE:N 4,3011 .IOO N0.:30a3 A _ g GRAMN BA GNR SCALE:AS No1ED p I No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftpYication for bisposar *pstem Coustrurtion permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location t_ddress or Lot No. 41 WeG v� � 01 fer1 N m,Address,and Tel.No..4-�0 1 1 on Assessor's Map/Parcel C e l-e I V Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date dJ ]ANumber of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this B e It Signed Date SI 17 1 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Z:;2. C�� Date Issued f 7 i v i No. / / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes ` PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2ppYication for Misposar *pstem construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.)41 eD v Ow er's Name,Address,and Tel.No. a-7 -/0& )on617 Assessor's Map/Parcel Dent Kaebuna-�Q tt, In ller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. v Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) j Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures T Design Flow(min.required gpd Design flow provided gpd Plan Date L1 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Una Q>(�.�y{ i f)nr�a '{ TA 57�C Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in j accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boardo He`lth� Signed Date (( Application Approved by Date Application Disapproved by Date' for the following reasons I / i Permit No. �T � �1 Date Issued �i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )//by 1 3`4 � �_X u \f q ho at )-4` (i(/{��y /)�'i has been constructed in accordance J with the-pL visions of Title 5 and the for Disposal System Construction Permit No�� dated Tll ��T Installer (J �l � l)� Designer ' r #bedrooms Approved design flow gpd The issuance of this pe 't s alt not be construed as a guarantee that the system willfunction es' tied. Date Inspector ------ ------------------- -- -------------- -------------- ------- ---------- - - - ------------------------------- No: � ���r t_) / 7 'Fee /Q0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) nnRepair( ) Upgrade( ) Abandon System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must Ae compl fedd within three years of the date of this permit. �t Date /l /C / Approved by ✓ No. Fee THE COMMONWEALTH OF MASSA&USETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4pliLation for Mispo8al .4pstem Construction Permit Application for a Permit to Construct Repair Upgrade 'Abandon Complete System Individual Components PP ( ) P ( ) Pt�' ) ( ) ❑ P Y ❑ P Location Address or Lot No. 1U. 2 ner's Name,Address,and Tel.No. -y8 %"&-A Assessor's Map/Parcel 26 6 ft Installer's Name,Address,and Tel.No. F-akc SMfUC,4j esigner's Name,Address,and Tel.No. Oay� f. Q�Q��l( P'ti`ARy S rn.�tS 1uM- (3Z64Qi f4 b6Y MA. 0153} Type of Building: Dwelling No.of Bedrooms V Lot Size sq.ft. Garbage Grinder( ) Other Type of Building e�o �` " No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 673. 77 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank ///.000 Type of S.A.S. C_6" _LJa Description of Soil Nature of Repairs or Alterations(Answer when applicable) JQA 1b6G �'i: T-mk t l� �d� �/ / GO NCL +b Z;b(:5 9 ,A f 6kAbecs f6 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro ntal Code and to place the system in operation until a Certificate of Compliance has been issued by this Board o h Signed Date $ Z Application Approved by 4AA Date Application Disapproved by Date for the following reasons Permit No. I .2 a Date Issued 8-3— i Ll 60 No. i Fee THE COMMONWEALTH OF MA,PSACHUSETTS Entered imcomputer Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Misposal *pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. y� G�i��r �, Csyt �`� Owner's Name,Addrsess,and Tel.No. Y C� Sf^vrA 2 GV� U,9-,a `K�. l7c'cr 01� M h. ort tW( Assessor'sMap/Parcel Z�j7/ 106 Installer's Name,Address,and Tel.No. 1E"R\c-ST f-Vf✓3 S !`Designer's Name,Address,and Tel.No. 0��Tr<A V4� r Mt.-5t�a�s rv�.�.tg rkAj Oz(0yPi PCB � 4S I �. 5� 1 MA. OZ53-f So��-t7C�' 4S Type of Building: ( // Dwelling No.of Bedrooms ` Lot Size �� &r o sq.ft. Garbage Grinder n 1 � g ( ) `Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 6 4?d gpd Design flow provided 6 73• ya�y 7 gpd Plan Date (� Z 5 Z Number of sheets Revision Date Title Size of Septic Tank �� �/ooG Type of S.A.S. C�6WO. e b U 5 11,A- Description of Soil Nature of Repairsor Alterations(Answer when applicable) KJA 151613 114 , TAh t,5 - dd Sba I C�lah,,btcS +6 1 KCNe_tY. 5 tkS Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewa�disposal system in accordance with the provisions of Title 5 of the Envir a tal Code and to place the system in operation until a Certificate of Compliance has been issued by this Board f-HTaRh� Signed Date g/3 �-2- Application Approved by ) IN, l ` � Date Application Disapproved by Date for the following reasons Permit No. ;®o � L{ Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (tertificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by 1: 1 L 51-6U eN 5 at qU- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.a �'��'� dated Installer Eb L .5 Designer DQyt&r, #bedrooms �/, Approved design flow p75- 7-] d gP The issuance of this permit/shall not be construed as a guarantee that the system will function esd ig e'd. Date ! ( /`t" Inspector ( ------- No.= - -- = == _= - - - - - -- - - - - _ e THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposai 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade V ) Abandon( ) System located at 1 Lc. C&,�&,J i,�i, 1'y\wy, and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Cgnnstru°ccttion must be completed within three years of the date of this permit Approved Date C) ! 7 A I�� PP b Y Y TOWN OF BARNSTABLE LOCATION f We,--yex- a. SEWAGE# I2- zy VILLAGE CC-A%t,,A%e ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. L19Ic. 'S i£C3rn15 SEPTIC TANK CAPACITY /S l®O(b LEACHING FACILITY:(type) ��, L (size) $�.$ 13 SEPTIC BEDROOMS '] OWNER PERMIT DATE: COMPLIANCE DATE: !I ,�— Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �rorT - °• I r e , FACk ' A,o 35° 4z-3"7° 93-120` C3=3�5° C4: Zlo C,-13` c(,e s4` c7-5i' Town of Barnstable �pWE �n Regulatory Services • II Thomas F. Geiler,Director unaxsrnBL& 9 ""S& Public Health Division Thomas McKean, Director 200 plain Street,Hyannis,M.A 02601 Office: 503-362-4644 Fax: 503-790-6304 Installer sc Designer Certification Form Date: e r U L Sewage Permit# Za i 2"Zq Assessor's Map\Parcelt00 Designer: I`�1���' JeNS Inc, Installer: FR I c $-Tr±,j,',uS Address: PC) box t% Address: 6'G_ Fox 7l 6?S31 Ynarr��o�n5 rv�:115 w.A_ oz&46 On was issued a permit to install a (date) f installer) septic system at �E,4�VE? P D` based on a design drawn by ,�A� (address) �e'"If•" � � Me�e� _ dated (designer) ( certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of file distribution box an&or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or anv vertical relocation or anv component of the septic system) but in accordance with State & Local Regulations. Plan revision or certifled as-built by designer to follow. OF MgSs9� DARK MEl (Install s Signature) (f o: 1 R£G/STE�� t S4 I TA%\a� (Designer's Signature) t (Affix Designer's Stamp Here) PLEASE RETURN TO BAR TABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COibIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNST.ABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form 3-264.1doc i I Town Of alIaSta.b�e. ' PO� Department of Regulatory Services ^ Public Health Division Date ErrA>aLYv : 11�9 `6$ 200 Main Street.Hyannis MA 02601 wrfa rdU't w � _ Fee Pd. Date Scheduled ' 'Time f Soil Suitability Assessmentfop S e Disposal Performed By. Witnessed By: i LOCATION & GENERAL INFORMATION r, Location Address'.�! hl Ca�.r Owner's Name .M L L ls1'� Address En 'neer's Name Dj t l Assessor's Map/P4rt:el: )/�O g�I ✓ Y P� _ i NEW CONSIRU�'IION REPABt X Telephone# 0$�' Land Use I`��7 r✓ ��A'L/ Slopes(%) ',30 / • Surface Stones YV Pt Distances from: Open Water Body 1 ` ft Possible Wet Area 0 ft Drinking Water Well `0 ft i - I • t)rainage Way > C-C) ft Property Linc C7 ft Other ' ft i I SKETCH:(Street name,dimcnsions%f lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) i 3 • 4 • v .:is .. ...i•.-... inmm,� M 41 WEAVER ROAD O'. IBM-TDP W FouNDA11 '� Y ��+.' (MAIN HMSE) �'� a. (EL 29.01 w , . s O . i 4E )/ • ........ .: Ny � it•.cn mm a.vvv � x � I �l+t :l�� a'1 flN � Depth to Bedrock �A Parent material(geologic) r D I Depth to Groundwater. Standing Water in Hole:' i Weeping from Pit Facr ) Estimated Seasonal High Groundwater N l A DtTERMINATION FOR SEASONAL HIGH WATER TALE Method Used: I' In, Depth Obperved standing in obs.hole: in. Depth td salt tnottles: in, ©roundwnter Adjustment Depth toiweeping from side of obs.hole: ) Adj.fsetor i Adj.CroundwaterLevel.,,,,e, Index Well# Reading Date Index Well levd1 - PERCOLATION TEST ' vute..�.�A..,a 'xlnz� Observation I Ili ttle at 9" t Hole# Time at 6" Depth of Perc Time(V-01) ---- Start Pre-soak Time.@ i _ LL- End Pre-soak � I Rite 1J1inJInch Site Suitability Assessment: Site Passed '� Site Failed: Additional Testing Needed(YIN) Original:.Public"r th Division Observation Tole Data To Be Completed on Back— " i 1 • ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Cd#servation Dh ision at least one (1)wedk prior to beginning. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other .Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel Dt,� t� 1► 11 I so DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon S oil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel) J '1 'P D (O DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Zther Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Hori on Soil Texture Soil Color Soil -Ether Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. Consistency. gravel) i Flood Insurance Rate Map: Above 500 year flood boundary No— Yes / Within 500 year boundary No! Yes Within 100 year flood boundary No / Yes i Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio pterial exist,in all areas observed throughout the area proposed for the soil absorption system? E v If not,what is the depth of naturally occurring per ous material4 Certification I certify that on L (date)I have passed the soil evaluator examination approved by the Department ofEnviroenta Protection and that the above analysis was performed by me consistent with . the required tra 'ng pertise d ex eri nce described in 3.10 CMR 15.017. Signature ' Date Q:\.SEPTICIPERCFORM.DOC -TOWN OF BARNSTABLtan - LOCATION S UJ e A V e K R ,2 • SEWAGE # + VT°:LAGE C eAlrelKVILL`t° ASSESSOR'S MAP & LOT202-/Qi� INSTALLER'S NAME&PHONE NO. In.4 C Q Al 6,,9 + S 0AI SEPTIC TANK CAPACITY I> S o LEACHING FACILITY: (type) 3" n R X' w e L L 5 (size) 3 3`k"-/3- .3 t � NO. OF BEDROOMS BUILDER OR OWNER M %s re R PERMITDATE: 11/5) 7/06 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by V C PI'` tom/ YE I /r I i 1 � � n (Zo . .,r SILL 30.8 DECK CUT:= / c ..... / FILL. WVERSALOCK z •POOLS / PROP � � � C// L - �_ / SPORT SEPTIC 5 -CUTS COURT b -� 6 u 8.3 10\ 5,C 9.7 _/10 �l5/ 21 WALL ` I .1 b.6 - 9.0 N64'09 z _ ♦ STABILIZE SLOPE _ 'i 0.48'CIA �� - ' �' WITH LANDSCAPE TIMBERS& FlLL ' ��\^ \ 9.0 -__- 4� __ � 2.7 GRANULAR FILL THIS A A L / _ _-TO __ __ EXISTING VERSA-TUFF PIN 3.a 13.E \\\ lo.s -----Io 9.6 --- -�� / ,6a' ' _ _ DRIVEWAY R ISTR USE(O,jVLY PIN DIMENSIONS ��\ \ -- _ ----- ----- // //� C - _ N �r PINHOLE 2 4.8 `\'- \6. 16 p G\• --' T^ - 5.2 _ \ --- /_ .5 ���'_ i -40�1 D BUFFER__ _ 29.8 3/4'SETBACK-1 SHED _ 56 �N RELOCATION \\ RSA-TUFF PIN _ i�L '^ _9.1 9.7 VE \ \ 2 PER UNIT /� 29. 29.'{ \ _RECEMNG .2// �-� �1 -'t4'^ � 9.6 \ \ SLOT / •1/ ' � .3 29.8 9. \\ PLAN VIEW _ \ 9, II I DA7U.00 -I 24'OPENING I-- / DRIVEWAY / 29.5 PINNING DETAIL Y\ / 9.s 0 16 c CROSS SECTION '0 - ' 12' 9.2 .2 n vi / EXISTIN / Q4.0 /26.4 45 VIE�'ND gUFFfR ED!$ / 10,. / w (4)10•Du DILE18 � • 0 9V 10� 9.5 \ I I 0+00 1+00 DRAINAGE AGGREGATED. / - -�_ - 9.6 \ 7.31 i� I CROSS SECTION A-A �o �- HORIZONTAL SCALE: 1'-20' 36• PERF.DRAIN PIPE 1\ 23. a.1 \ / 9 2s.k I $N I VERTICAL SCALE: 1'-4' DR \\23.1 41 1NEAVER ROAD 29.7 45' 1 1Z� i NOTES: 4B' o 0 0 \ \ / 64,686 Sq Ft 29.E 49. 9 BENDS 1 1 / I 1.CONCRETE:4,000 PSI MINIMUM AFTER 2e wis. O O O e e e e \ \ \ / 1.48 AC. 29.7 29.6 1 1 I c�I NOTE: ALL DISTURBED AREAS WITHIN 100'BUFFER 2.DESK711m MR H-20 LONEING. \ \ 24.8 \ \ 29.7 / 26.7 241 Z I I ZONE NOT OTHERWISE STABILIZED WITH PLANTINGS \\ \\ \ \\ /41 WEAVER STREET / / I TO BE SEEDED WITH PEARLS PREMIUM GRASS SEED 3.OPOOMME.ECCENTRIC CONES AMIABLE. \ 22.9 \ \ \ 28.8 .4 PROPOSED 1W0 STORY 29.5 / POOL ACKWA 23.P�j N 4.VOLUME.°�GALLONS/VF ) S °aE���I T�� 1. \ \ \ \ SINGLE FAMILY HOME o 1 WATER�&M6 'o - mLin SuxP \ \ \ \ 7,784 S.F. 0 9. 1 1 0 _ PREVIOUSLY DISTURBED �OD� DRAIN DETAIL m \ IO I 1 AREA / SHEA WALLS NONE 4 \\ 23. 0 NOS \\ e�, \\ BEISS m N •1.7 SLOPE REGRADED USH TO BE MOVED .0 mPnL 0�\ o.'m \ \26.2 I a TABIUZED WITH PLANTINGS - L 1OE 21s3. 1 I \ - CREEPING JUNIPER SECTION VIEW, rNmuo .mnrx nmss `��. \ \ 30.0 P .4 4 POyp. 1 1 126 1 �F�' 3'-5'O.C. - \ 3�E PROPOSED LEACHING CATCH BASIN N6Tti8 BENCH 1X3 zz.sa\I of / 5 48" DIA-5" W L \\ OPp5�0 �g0' 2548 1 23.1 1 I.PIPE 1 / r 1 \ �d'I o t leu.R \\ 209 \ 5• \ `\\26. 35p Q36?0 '� 1T4.4 (FOUND)1 / /1 .`1. 8.` I\- o \ 'REMOVE ♦gX 0 ®'24- ' .5 / / 1 NONJURISTICTIONAL wamwmm sm xvre _ nu wm xx. 20 \\ \�� O �.3\ ^ SEPTIC P /\y/ - I15 /vry 7. I - 2 WETLAND 376t sq.ft. _ 1OmrvaNlwPER� 8.9 \ i215.0 a" J�.3 / I�^ 1\ 7 e I I .7 9.2 $ 0 "` �� ,AO .�V� �.3 11 .4 \ 0 / I oulu°Oi°'xcou�m1Orulon"" \ @.2 D=®OX LOC TiON ^ 6 i� .0 OPsSED �8. - ` ` ! 4.-I-NCHJC,.pS;p.6 1 $ 13.2//6.5 J 6.5 STEPPING BASE DETAIL - `\\ \2b�\\` 1 0� '9 / ��t7j 5 PfLF� 15" I 1 ♦ o m 18.70' '•41 1\' MULTI-USE / Q g 17.6 t 4f- U /^ i 578'S9'43"'NT:2 1 acuc Iola - �47'X80 ULTI-PUOSE PLAY l p1 ♦6 / fi 7.8 °� 1 8.3 ^20EE MAN FACTURER'S /' 0 5. 18 \---\\ SPECS F ALLAT O JNS`TON/FE 90 �� t3�� 0 56� 66 GJ �"� .woaam REQ.U1&EM /h9 h�\ O' CONSINULRION SPECIFMATIONS /(-- -17.'3\ \ �ZO \\ BASKET 2 _ ROP ',� 5 UInaw.,vm"�IN A ro..m,Ext5T0nnm:naumec ra°fiorivrts aus a6AA}}ppIL80X\-------7Aq `--- 19.BOOP ♦ rF,A�VVT��O.,,NE _7 / / //6 •4 iAr"m nAimmrala iAc ,li Imawn aF raa N1 wlLz mxoslc AMAss _ r .. 1 F�5 49 WEAVER • 024XY� 6 T TR .4 4 2.5 auras sou ac s2reurTosr sAl¢ ' os`wW'xON xmwOORE'I,Ina F�sacusx Arum - B' 6 um Eu nL u�i'EwAUEm loRa,ra �tmnrEa. _- A11°""' \\ -- • _ _ TANG HAYBA 16 5,�g1"� / .8 18" CULVERT '.PsAEcn�wl�sxx®m,..u-.fA-R qi RFI9IIINDR 9WLL ff xAOE / 61 INV 2.6t // /' OAK (STING DRIVEWAY i/ % TM ATfnRP/CIOR sx,ui Rmrt AxR RswsE a awam AT caKnsnox of AmRK . w wwaxxA msr. \ _ .5 / ' SYSTEM /2 SG-740 DETAIL --- ---_ IP5� � BR51 INFILTRATION TYPICAL SILT/FENCE LE BARRIER " \77.W 5.4 -- -- SFOUND)�i LT/MOTTOS Y STAKE /� (6)5' UPRIGHT ARBORVITAE _ i // NOT To SCALE _ BA x^�+• m w°'I,Tt„� (FOUND) \ \ ( ) _ .6 6"PVC INLET 15.70 \ lYP _ i' / BOTTOM CHAMBER 14.00 twAL / BOTTOM STONE 13.50 e ma VAR s�� p 1\ I \4 /�'' // 8.9 6' PVC OVERFLOW 17.00 uwm roo.c� \ Z 4.9 I // / TYPICAL SECTION-UNREINFORCED RETAINING WALL TYPICAL SECTION-REINFORCED RETAINING WALL \\ O 1 \2 // 61 CONSERVATION SITE PLAN s^•,"xnc Ian PN_ , .• �°� 41 WEAVER ROAD CENTERVILLE MA 0 41� ,6-,.2 GRAPHIC SCALE T NO FENCE POST F 0 R CUT HOLE IN CAP HANDPoVL POST IN OR HANDRAIL POST "••J •\ 4.j FOR POST A FILL W/CONCRETE / 9at wu e m e BVt(W.) BLOCK MIN. 18'MIN. I inch� 20 R `� II{.�I��III smwrt sFArt'r.¢ •`,� _ �z RBMAt RE OF ` 12- (aFEM ) H E R I O N KA R B U N A R A . TO INSTALL OFF OFF RACK OF UNIT POST 8-MINJ TO RR CIVIL ENVIRONMENTAL CONSULTANTS NU �-1� FIELD VERIFY EXISTING 8 OAK STREET PEABODY, MA 01960 978-531-1191 INVERTS&PIPE ELEVATIONS POST DETAIL- PLAN VIEW POST DETAIL- SECTION A-A DATE: 6/13/2012 JOB: 2842 I�"•� PRIOR TO INSTALLATION,ADJUST TYPICAL HANDRAIL AND OR FENCE POST TYPICAL HANDRAIL AND/OR FENCE POST �I INVERTS AS NECESSARY STAKE / / C- 1 REVISED: 7/25/2012, 9/5/2012, 1/5/2015 VERSA-LOK UNIT SCALE:NONE SCALE. NONE SHEET N0: DRAWN BY:L.J.B. s/1a/17 UpN'R q pN5 (FOUND) 6.7 � , I __ x 4"MIN.REINFORCED TO'-a' CONCRETE SLAB -SEE STRUCTURAL ESSURE TREATED 2"X8"MUDSILL s•-o^ 121.0. 9'.0" 12'-0' 31'-0" DRAWINGS AND NOTES YL SIDING FULL BE LUU FOUNDATION WALL UNDER ALL MUDSILLS ALUM.OR GALV. 24•-z,• TERMITE SHIELD TOP OF ENTIRE •- --------'-------- ----------'------------------------ ------'---- '------'---' SLOPE SLAB TOWARD DOORQ e" --------------------------------------------------------------------------------------------------------------- - — --------'.----------..._-__....---'------ -- a:art+'t:t:s •,u+: ��','° iD 2! SLOPE FIN.GRADE •"".°'• {°' AY FROM-BUILDING 22'6" "IN-WALL FOUNDATION"AWNING WINDOWS COMPACTED GRAVEL °A° FIELD VERIFY HEADER HEIGHT SETTING FOR ALL SUCH WINDOWS 6 MIL POLYETHYLENE CONCRETE RATED MOISTURE BARRIER INFORCING STEEL --SEE STRUCTURAL PLANS INORGANIC FILL m TURN-DOWN FOOTING UNDER GARAGE SLAB DETAIL AT GARAGE 4"MIN.REINFORCED CONCRETE SLAB BASE PLATE -SEE STRUCTURAL 10"X 10"X3/4" LJ: DRAWINGS AND NOTES 4-314"X12"AB 11/2"GROUT - - w� --------------_------____________________________________________ om ,-••-'-= 12"MINIMUM COMPACTED GRAVEL 0 w a REINFORCING: ;O,• 3 -1/2"DIAM CONT ALONG BOTTOM OF FOOTING. 23'-4" 36"M MIN 4"THICK CONCRETE SLAB IN BASEMENT AND IN GARAGE AREAS 1l2"DIAM AT 18"ACROSS SET ALL CONCRETE OVER EITHER UNDISTURBED EXISTING INORGANIC SOIL OR OVER NEW INORGANIC SOIL THAT HAS BEEN COMPACTED IN TYP. PIPE COLUMN MAXIMUM 6"th LIFT TOA MIN COMPATION OF 95%DRY DENSITYWHEN ANCHORAGE DETAILS TESTED BYH THE PROCKTOR METNOD. ? RECESSED PAD SET MIN 6Till th POLYETHELENE WATERPROOFING SHEETING OVER SUBSTRATA BELOW THE SLABS. - REINFORCE SLABS WITH MIN 6.6-10/10 w.f AT CENTER OF SLABS VERTICALLY. 4"MIN.REINFORCED ------------• CONCRETE SLAB BULKHEAD -SEE STRUCTURAL GARAGE DOOR 8 STEPS Y DRAWINGS AND NOTES CAULKED EXPANSION JOINT to ' SLOPE SLAB TOWARD < °i DOOR SLOPE DRIVEWAY PAVEMENT ------- -------- -----'--- --------- --'------ -------- ---------- --- - --- --' - - -- ------ ------ - ------ --' ------------------ AWAY FR M BUILDING - > - - — - - - ..... , -"-------------------------------------- 0... ° NOTE: .°OA•.° ALL DOORS AND WINDOWS SHALL CONFORM TO LATEST tw of 6 MIL POLYETHYLENE GRAVEL FOUNDATION PLAN - (STRUCTURAL) MASSACHUSETTS BUILDING CODES AS APPLICABLE TO CONCRETE RATED SCALE:1/4"=1'-0- WIND IHURRICANEI FORCES FOR BOTH MANUFACTURE O�ea MOISTURE BARRIER AND CONSTRUCTION/INSTALLATION. 12"MINIMUM COMPACTED GRAVEL— FOUNDATION TO SLAB DETAIL RE TREATED 2"X8" AT OVERHEAD GARAGE DOOR 4"MIN.REINFORCE MUDSILL CONCRETE SLAB INYL SIDING-FULL BENT -SEE STRUCTURAL ALUM.OR GALV.TERMITE 10"THICK CONCRETE WALL REV.NO. DESCRIPTION DATE DRAWINGS AND NOTES SHIELD TOP OF ENTIRE 2-#4 REBARS CONTINUOUS TOP FOUNDATION WALL UNDER Top of Foundation_ AND BOTTOM OF FOUNDATION-MIN. FOUNDATION PLAN WOOD STUD WALL-SEE NOTES ALL MUDSILLS ('• 2"CONCRETE COVER ALL AROUND ON FLOOR PLAN DRAWING.A-2 SET 1/2"di am.DEFORMED REBAR ANCHOR BOLTS 6"DEEP INTO FOOTING-CENTER VERTICALLY IN FOOTING AND NEW SINGLE FAMIL Y RESIDENCE PRESSURE TREATED 2-X8"MUDSILL PLATE 't;o Z .{� MINIMUM 3"IN FROM FRONT&BACK 4-MIN.REINFORCED HORIZONTAL VINYL LAP SIDING \+\+'\+1+'\+✓1+'\+' E SLOPE FIN.GRADE CONCRETESLAB p ° -SEE STRUCTURAL SLOPE FINISHED GRADE AWAY FROM AY FROM BUILDING //IX DRAWINGS AND NOTES BUILDING µ t 10"CONCRETE FOUNDATION WALL - A MAKE CONTINUOUS KEY IN FOOTING wa m£ COMPACTED GRAVEL Top of FOOiin USING CHAMFERED 2"X4"OR USE • �.',da -— MIN.#4 REBARSFOOTING "Q MAX.MA%.16" MIN. 4I WEAVER ROAD 6"INTO FOOTING AND MIN. UP 6 MIL POLYETHYLENE INTO BOTTON OF FOUNDATION WALL CONCRETE RATED CENTERVILLE,MASS. „Y'DIAM.DOWELS MOISTURE BARRIER IEE STRUCTURAL CONCRETE FOUNDATION WALL DETAIL 6 MIL POLYETHYLENE --SEE STRUCTURAL PLANS CONCRETE RATED 9 21M DEFORMED BARS for MOISTURE BARRIER coNr.IN 10-x 2a•• #A DEFORMED REBAR SCALE:NONE 12-MINIMUN • CONCRETE FOOTING SET MIN 12" COMPACTED GRAVEL HERION KARBUNARA 2-RIGID INSULATION MIN.2°-DEEP INTO LEDGE AND • — :o- MIN 12"UP 2-X4-BEVELED KEY INTO FOUNDATION FOUNDATION AT LEDGE POURED CONCRETE FOOTING DETAIL 24"o.c.MAX.ALONG ENCOUNTER DETAIL NOTE' CIVIL ENVIRONMENTAL CONSULTANTS, LLC WALL WHERE LEDGE THIS DRAWING 18 THE PROPERTY OF CIVIL ENVIRONMENTAL CONSULTANTS, c LLG. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART,FOR ANY IN ENCOUNTERED PURP08E WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL 8 OAK STREET,PEABODY,MASS.01960(978)531-I l91 USE HYDRAULIC TYPICAL FOUNDATION DETAILS ENVIRONMENTAL CONSULTANTS,LLG,. Mr. DRAWING NUMBER NOT TO SCALE CEMENT TO HOLD DATE:DUNE 10,20 T /E- LE, Of M REBAR IN LEDGE � 2017 � � , DRAWN BY:G.K.B. 9GALE A9 NOTED 7V-0" 6'-2- 6-0- 12'-0' 9'-0" 12'0" 31'0" 22'-6" water heats O furnac MEDIA SPACE D 23'0" Y 4 PRIVATE HOME GYMNASIUM BULKHEAD q Y 70'0" 23'-2" 23'-1- 76 2' FOUNDATION AND FOOTING PLAN SCALE:1/4"=1'.0- REV.NO. DESCRIPTION DATE BASEMENT FLOOR PLAN WINDOW 8 DOOR OPENING SCHEDULE NEW SINGLE FA MIL Y RESIDENCE OPENING IDICOUNTI TYPE SIZE I R.O.SIZE I SCREEN I EGRESS I OPENING AREA I U-VALUE HEADER t 9 WINDOW 2'-11 15/16'x 2'-0%'R.O.3'-0%"x 2'-0'/." Na No 6.0 sq ft. 0.430 9%" a` q 1 DOOR 3'-0' R.O.3'-3" No No 22.1 sq fl. 0.200 9%' b g 2 DOOR 3'-0" R.O.3'-2" No No 21A sq ft. 0.000 7%' NOTE:ALL DOORS AND WINDOWS SHALL CONFORM TO LATEST 41 WEAVER ROAD MASSACHUSETTS BUILDING CODES AS APPLICABLE TO CENTERVILLE, MASS. WIND IHURRICANEI FORCES FOR BOTH MANUFACTURE AND CONSTRUCTIONIINSTALLATION for HERION AARBUNARA NOTE: CIVIL ENVIRONMENTAL CONSULTANTS, LLC THIS DRAWING 19 THE PROPERTY OF CIVIL ENVIRONMENTAL CONSULTANTS LLC. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART,FOR ANY wfe H OAK STREET,PEABODY,MASS.01960(978)531-1 l91 PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL Btvnnr. ENVIRONMENTAL CONSULTANTS,LLC.. YAa DRAWING NUMBER DATE:DUNE 10,201T JOB LE, /�� JU 10,2017 2 DRAWN BY:G.K.B. SCALE,A9 NOTED 7o'-p• GENERAL CONSTRUCTION NOTES 8'-5' T-6" 14'-0" T-6" 3U-6" 4'-S' '.0' b, FOUNDATION: 5•.p- 12'-0' 9'-0" s'-D' 6-0' 13'-8" 10'-10' 6-6' ALL FOOTINGS SHALL BE POURED CONCRETE AND KEYED WITH EITHER 112"DIAM.DEFORMED STEEL BARS SET VERTICALLY AT 24"o.c. MAX,OR WITH A TYPICAL CONTINUOUS 2"X4"KEY. FOUNDATION WALLS(AS APPLICABLE)SHALL BE CONSTRUCTED OF CONCRETE WHICH HAS REACHED 3,000 P.O.WHEN TESTED AT 28 DAYS. Y ALL NEW FOUNDATION WALLS(AS APPLICABLE)SHALL RECEIVE MINIMUM NEW LIQUID WATERPROOFING AGENT APPLIED TO THE EXTERIOR OF THE FOUNDATION FROM THE BOTTOM OF THE FOUNDATION WALL TO WITHIN APPROXIMATELY FOUR(4)INCHES OF NEW `.4 - FINISHED GRADE.APPLY TO EXTERIOR SURFACE OF ALL NEW CONCRETE WALLS. 7 INSTALL NEW SIDING OVER AIR INFILTRATION BARRIER SIMILAR OR EQUAL TO TYVEK.INSTALL TYVEK OVER ALL SHEATHING SURFACES. NEW SIDING SHALL BE OF THE DIMENSIONS DELINEATED ON THE DRAWINGS OR AS DIRECTED BY THE DEVELOPER AND SHALL BE HARDI•PLANK OF THE PROFILES SHOWN. - ALL INTERIOR WOOD TRIM(DOOR CASINGS,WINDOW TRIMS,WALL BASE,CHAIR RAILS,ETC.)SHALL BE CLEAR NUMBER ONE LOCALLY AVAILABLE PINE,CLEAR OF KNOTS OR DAMAGE OR OTHER IMPERFECTIONS,TO RECEIVE A PAINT OR STAIN FINISH.THE SE O D PAINTED FINISH SHALL BE ONE COAT PRIMER AND TWO COATS FINISH OIL BASE PAINT OR IF STAIN SURFACE,SHALL BE APPLIED AS F D V ° PER THE STAIN MANUFACTURER'S WRITTEN DIRECTIONS AND AS DIRECTED AND APPROVED BY THE ARCHITECT OR DEVELOPER. K > TWO-CAR - PAINT OR STAIN SHALL BE AS MANUFACTURED BY BENJAMIN MOORE PAINT CO.,CALIFORNIA PAINT COMPANY,OR A PRODUCT OF /_ EQUAL MANUFACTURE APPROVED BY THE ARCHITECT OR OWNER.THE TRIM EXACT SHAPES AND SPECIFIC LOCATIONS OF TRIMS - - GARAGE SHALL BE COORDINATED WITH THE DEVELOPER AND THE ARCHITECT. LIVING ROOM m APPLY MINIMUM TWO(2)COATS OF CLEAR POLYURETHANE FINISH OVERALL NEWLY STAINED TRIM DOOR AND WINDOW SURFACES.1 Z POLYURETHANE SHALL BE AS MANUFACTURED BY FABULON,MINWAX,OR EQUAL PRODUCT APPROVED BY THE ARCHITECT OR m Q DEVELOPER. to NEW INTERIOR DOORS AND CLOSET DOORS SHALL BE THE TYPE AND PROFILE APPROVED BY THE ARCHITECT OR DEVELOPER. NEW INTERIOR DOOR HARDWARE SHALL BE AS SELECTED BY DEVELOPER. ALL WALLS SHALL BE SKIM COAT PLASTER ON BLUEBOARD AND SHALL RECEIVE TWO COATS LATEX PAINT FINISH,COLOR SELECTED v - BY ARCHITECT OR DEVELOPER. -" O DOWNTO ALL CEILINGS SHALL RECEIVE TEXTURED PLASTER WITH SAND FINISH ON BLUEBOARD WITH NO OTHER FINISH.CONTRACTOR SHALL BASEMENT PREPARE A SAMPLE OF THE EXACT TEXTURE FOR APPROVAL BY THE ARCHITECT OR DEVELOPER PRIOR TO APPLICATION. CARPENTRY AND PAINTING - ------- ------ q WINDOWS --- -- -- - ---0* - ------- ------- WINDOWS SHALL BE CASEMENT,DOUBLE-HUNG,OR SPECIAL SHAPES OR CONFIGURATIONS AS DELINEATED ON THE DRAWINGS AS APPLICABLE.WINDOWS SHALL BE THE SIZES AS SCHEDULED ON THE DRAWINGS.THE WINDOWS SHALL BE AS MANUFACTURED BY -" T-10" MAR IN,ANDERSEN.PELLA OR AN EQUAL APPROVED BY THE ARCHITECT OR THE DEVELOPER.ALL WINDOWS SHALL HAVE MANUFACTURERS STANDARD INSULATING GLASS,AND SCREENS.DOUBLE HUNG WINDOWS SMALL HAVE"TILT-OUT FEATURE.THE MASTER MASTER INTERIOR TRIM AND SASH OF ALL WINDOWS SHALL BE PAINTED AS DIRECTED BY DEVELOPER.PAINT SHALL BE AS MANUFACTURED CLOSET BATHROOM BY BENJAMIN MOORE PAINT CO.,CALIFORNIA PAINT CO..OR A PRODUCT OF EQUAL MANUFACTURE APPROVED BY THE ARCHITECT OR DEVELOPER. -- APPLY MINIMUM TWO(2)COATS OF CLEAR POLYURETHANE FINISH OVERALL NEWLY STAINED SURFACES(DOORS,TRIMS,ETC.). KITCHEN �V84D ^ O POLYURETHANE SHALL BE AS MANUFACTURED BY FABULON,MINWAX,OR A PRODUCT OF EQUAL MANUFACTURE APPROVED BY 22'-10" THE ARCHITECT. _ -- INTERIOR DOORS: DINING ROOM ALL INTERIOR DOORS SHALL BE PAINTED WITH ONE COAT PRIMER AND ONE COAT FINISH PAINT OR STAIN AS DIRECTED BY THE ARCHITECT OR DEVELOPER FOR THE SPECIFIC CONDITION.PAINT OR STAIN SHALL BE OIL BASE AND SHALL BE AS MANUFACTURED BY BENJAMIN MOORE PAINT CO.,CALIFORNIA PAINT COMPANY OR AN EQUAL PRODUCT APPROVED BY THE ARCHITECT. APPLY MINIMUM TWO(2)COATS OF CLEAR POLYURETHANE FINISH OVER ALL NEWLY STAINED SURFACES.POLYURETHANE SHALL BE AS MASTER BEDROOM MANUFACTURED BY FABULON,MINWAX,OR AN EQUAL PRODUCT APPROVED BY THE ARCHITECT OR DEVELOPER. EN-SUITE INSULATION: ALL INSULATION FOR ALL WALLS,AND AND FLOORS,SHALL BE OF THE THICKNESSES SHOWN ON THE DRAWINGS 0 AND AS DETAILED AND SHALL BE FIBERGLASS BLANKET INSULATION TO DELIVER THE MAXIMUM INSULATING A 7a RESISTANCE VALUE POSSIBLE FOR THE APPLICATION. ALL WALLS SHALL HAVE MINIMUM SIX(6)MIL.POLYETHYLENE _ VAPOR BARRIER APPLIED OVER INTERIOR OF STUD FRAME BEFORE APPLICATION OF NEW WALL TREATMENT(GYPSUM BOARD,BOARD,ETC.). yl== ALL CEILING/ROOF INSULATION SHALL BE OF THE THICKNESSES SHOWN ON THE DRAWINGS AND AS DETAILED AND SHALL BE FIBERGLASS BLANKET INSULATION TO DELIVER THE MAXIMUM INSULATING RESISTANCE VALUE POSSIBLE FOR THE APPLICATION.INSULATION SHALL HAVE INTEGRAL KRAFT FACED VAPOR BARRIER.SAMPLE AND DATA OF INSULATION SHALL BE SUBMITTED FOR APPROVAL TO THE ARCHITECT OR DEVELOPER.PLASTIC VENTILATING BAFFLES SHALL BE INSTALLED ABOVE THE INSULATION BETWEEN IT AND THE UNDERSIDE OF THE ROOF DECKING WHERE INSULATION IS TIGHT TO THE DECK OR OTHER STRUCTURE,FOR PROPER VENTILATION OVER INSULATION. 4'-6' 7'-6' 7'-6' d' 4' ALL EXTERIOR CAVITIES AND SPACES(EG.DOOR OR WINDOW JAMBS,HEADERS AND SILLS,ETC.) SHALL BE FILLED WITH INSULATION TO PREVENT HEAT LOSS AND AIR INFILTRATION. 7'-6" 8'-0" 8'-0' 7'-6' 7'-6' 7'-6' 4'-6" GENERALLY,UNLESS OTHERWISE SPECIFIED ELSEWHERE HEREIN,INSULATION VALUES AND APPLICATIONS,SHALL BE AS FOLLOWS: CEILINGS AND ROOFS-R=38 MINIMUM(or R-491F NOTED OR SPECIFIED) 35'-0" 35'-0' FRAME WALLS -R 20 MINIMUM OUTSIDE BASEMENT CONCRETE WALLS-R=13 23'-1' 23'-2" 23'-1' UNDER CONCRETE SLABS-R=10,FOR A MINIMUM OF 2 FEET FOR THE FULL PERIMETER I UNDER FRAMED FLOORS OVER UNFINISHED OVER UNHEATED SPACES-R=30 70'-0" OVER CRAWL SPACES-R=10,FOR A MINIMUM OF 13 FEET IN FOR THE FULL PERIMETER. ROOFING: FIRST FLOOR PLAN ROOF SHINGLES SHALL BE TWO-PIECE,LAMINATED FIBERGLASS COMPOSITION,MINIMUM 300 POUNDS PER SQUARE.SHINGLES SHALL HAVE . A MINIMUM 30 YEAR MANUFACTURER'S TRANSFERABLE GUARANTEE AND THE MANUFACTURER'S FIVE-YEAR PROTECTION,BOTH PROVIDED TO SCALE: 1/4-=V-0- THE DEVELOPER BEFORE PAYMENT FOR ROOFING WILL BE AUTHORIZED.THE ARCHITECT SHALL APPROVE COLOR.CONTRACTOR SHALL SUBMIT SAMPLE AND PRODUCT LITERATURE FOR ARCHITECT'S OR DEVELOPER'S APPROVAL PRIOR TO PURCHASE AND INSTALLATION. SHINGLES SHALL BE SET OVER"SHINGLEMENT"UNDERLAYMENT AS MANUFACTURED BY GAF OR A SIMILAR PRODUCT APPROVED BY THE REV.NO. DESCRIPTION DATE ARCHITECT."SHINGLEMENT"UNDERLAYMENT SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS FOR RESIDENTIAL WINDOW&DOOR OPENING SCHEDULE INSTALLATIONS.CONTRACTOR SHALL SUBMIT SAMPLE AND PRODUCT LITERATURE FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. OPENING IDICOUNTI TYPE SIZE R.O.SIZE ISCREEN EGRESS OPENING AREA U-VALUE HEADER FIRST FLOOR PLAN INSTALL NEW SIDING OVER AIR INFILTRATION BARRIER SIMILAR OR EQUAL TO TYVEK.INSTALL TYVEK OVER ENTIRE EXISTING SHEATHING 1 1 IWINDOW 2'-9%'x 6'-0V."R.O.Z-10Y..-x 6'-OV..' No No 17.0 sq ft. 0.000 7'/:' SURFACE. 3 1 WINDOW 2'-9'/.'z 6'-0'/.-R.O.2'-10'/.-x 6'-0'/.' No No 17.0 sq ft. 0.300 9%- MATERIALS: 5 16 WINDOW 2'-9%'x6'-0'/.-R.O.Z-10%- W-0%' No No 17.0sgft. 0300 9%' NEW SINGLE FAMIL Y RESIDENCE STRUCTURAL NOTES:(AS APPLICABLE): 6 1 WINDOW 2'-9%'x 6%0W R.O.2'-10%"x W-OW No No 17.0 sq ft. 0.300 9%' GENERAL: A 4 DOOR 2'-6' R.O.T-B" No No 18.0 sq ft. 0.000 7'/,' EXTERIOR PITCH OF ROOF SHALL BE THE PITCH(ES).DELINEATED ON THE DRAWINGS OR AS DETAILED HEREIN. B 2 GARAGE 9'-0' R.O.9'-3" No No 65.9 sq ft. 0.200 9%' at LUMBER USED SHALL BE IDENTIFIED BY GRADE MARK OF A LUMBER INSPECTION BUREAU OR AGENCY APPROVED BY THE BOARD OF REVIEW OF G 1 COMBINED UNIT 8'-0' R.O.8'-0" No No 6S.0 sq ft. 0.250 9''A' L THE AMERICAN LUMBER STANDARDS COMMITTEE,AND SHALL BE THE SIZE,SPECIES,AND GRADE,IN ACCORDANCE WITH THE WORKING DRAWINGS. H 5 DOOR 6,0' R.O.6'-3" No No 50.8 sq ft. 0.290 9%' ELECTRICAL: I 1 DOOR 3'-0' R.O.T.2" No I No 121.4 sq ft. 1 0.000 7YF 41 WEA VER ROAD ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS,AS APPLICABLE,SET FORTH IN THE NATIONAL ELECTRICAL CODE,2011(OR NOTE: CENTER VILLE,MASS. LATER)EDITION OR AS APPROPRIATELY SUPERSEDED BY THE LOCAL AUTHORITY(E.G.:MUNICIPAL ELECTRICAL INSPECTOR)HAVING THE ALL DOORS AND WINDOWS SHALL CONFORM TO LATEST /�,. PROPER JURISDICTION. MASSACHUSETTS BUILDING CODES AS APPLICABLE TO f WIND(HURRICANE)FORCES FOR BOTH MANUFACTURE HERION KARBUNARA PROVIDE ADEQUATE NEW OVERHEAD SUPPORT OR BLOCKING FOR LIGHTING FIXTURES AND/OR CHANDELIERS WHERE CEILING MOUNTED AND CONSTRUCTION/INSTALLATION. / f} FIXTURES ARE REQUIRED. 5 NEW TELEPHONE,CABLE TELEVISION,INTERNET ACCESS,AND OTHER SUCH OUTLETS SHALL BE LOCATED IN THE ROOMS OR AREAS 4fj DIRECTED BY THE OWNER.THE EXACT LOCATIONS OF SUCH OUTLETS SHALL BE CLOSELY COORDINATED WITH THE OWNER. v.ar NOTE: CIVIL ENVIRONMENTAL CONSULTANTS, LLC UTILITIES +� THIS DRAWING IS THE PROPERTY OF CIVIL ENVIRONMENTAL CONSULTANTS, CJU ,2017 LLC. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART,FOR ANYg OAK STREET,PEABODY,MASS.01960(978)531-1191 ALL NEW PIPING,WIRING,AND OTHER WORK SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS,BY-LAWS,RULES,ORDINANCES, PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL AND REGULATIONS ESTABLISHED BY THE COMMUNITY OF CENTERVILLE,THE STATE OF MASSACHUSETTS.OR ANY OTHER GOVERNING ENVIRONMENTAL CONSULTANTS,LLC..AUTHORITYHAVING THE PROPER JURISDICTION. DRAWING NUMBER DATE:JUNE 111,-11 JOB NO.: SCALE:AS NOTED DRAWN BT:G.K.B.' 70'-1" 1 6•.0' 12'-0' 9'-0' 6'-0' 6'-0' 12'-0' e 23'-4" 22'-11" 22'-11' BEDROOM open to belo BEDROOM CATHEDRAL q CATHEDRAL CEILING CEILING �g� EDRAL Es OO 77 CEILING V84D® LINEN SHELVING LINEN HANDRAILS SHELVING ®V84D - BATHROOM F BATHROOM w O m OV O � J CD O D W O FIR L 4-4 3-5" �+--•-T ° u 0�f� o © o FX CD 4'-4" -3•-5" 4'-5" 4'-4" BATHROOM !!yyy CLOSE 15'-2" ' BATHROOM o �+C E 4 3 LINEN 5'6' 1 O O SHELINEN NG U SHELVING �l V D ^ O BEDROOM PRIVATE STUDY BEDROOM CATHEDRAL CATHEDRAL CATHEDRAL CEILING CEILING CEILING N 23'-4" 22'-11" - 22'-11" 4'-6' 7'-6' T-6' 4.W 70'-1' SECOND FLOOR PLAN SCALE:1/4'=1'-0' WINDOW&DOOR OPENING SCHEDULE OPENING ID COUNT TYPE SIZE R.O.SIZE SCREEN EGRESS OPENING AREA U-VALUE HEADER 2 15 WINDOW 2'-9'/."x 6'-0h"R.O.2'-10%"x 6'-0'/.- No No 17.0 sq ft. 0.300 9%" 3 4 WINDOW Z-9'/."x 6'-0%"R.O.Z-10'/."x 6'-0'/.- No No 17.0 sq ft. 0.300 9%" REV.NO. DESCRIPTION DATE 4 6 WINDOW 2'-9'/.'x 6'-0'/.-R.O.2'-10%"x 6'-0'/.' No No 17.0 sq fL 0.300 9A" 6 1 WINDOW 2'-9G"x 6'-0'/."R.O.2'-10'G"x 6'-0''/.' No No 17.0 sq ft. 0.300 9%" SECOND FLOOR PLAN A 6 DOOR 2'-6" R.O.2'-8' No No 18.0 Sq ft. 0.000 7'/," B 1 DOOR 3'-0' R.O.T-2' No No 21.4 sq ft. 0.000 7'/z" C 1 DOOR 6'-0" R.O.6'-2' No No 41.6 sq ft. 0.350 7i" NEW SINGLE FAMIL Y RESIDENCE D 2 DOOR 2'-8" R.O.2--10" No No 19.,Sq ft. 0.000 7'/:" E 4 I IFOLD 6'-0- R.O.6'-0' No No 40.0 sq ft. 0.000 7'/," F 2 DOOR 2'-0" R.O.2'-2' No No 14.6 sq ft. 0.000 7%' at AOTEI L DOORS AND WINDOWS SHALL CONFORM TO LATEST 41 WEAVER ROAD MASSW ND AHURRICANEBFORCES FOR BOTH MANUFACTURE CENTER VILLE,MASS. AND CONSTRUCTION/INSTALLATION. ££ JUI• +! HERION KARB UNARA P v NOTE: CIVIL ENVIRONMENTAL CONSULTANTS, LLC +1rs h118 DRAWING IS THE PROPERTY OF GIVIL ENVIRONMENTAL CONSULTANTS, LLC. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART,FOR ANY ttae € 8 OAK STREET,PEABOUY.MASS.01960(978)531-1191 PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL . ENVIRONMENTAL CONSULTANTS,LLC.. I1vs DRAWING NUMBER DATE:DUNE 10,2011 JOB NO., lry�y ' JON 10,2017 A DROWN BY:G.K.B. SCALE:49 NOTED 1 -6. 4,_7 5 6.-0. 2.-6.n 2-O 6,-U 2'-4" G_D• y.-B. p_p• 5 D .„�.. 6.0. GRANITE STEPS Y.. DECORATIVE STONE WALL OECORATVE STONE WALL R j ❑❑❑❑❑❑❑❑❑❑- BLUE STONE PAVER PAID 4 SASS BIXtDER ❑❑❑❑❑❑❑❑ N 6-p• e'-0� TT_6 ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ PLANTING BED GRANITE STEP PLANTING BED ❑ i ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ v PLANING BED GRANITE STEP PLANTING BED 3'-0 t1/2" GRANITE STEP _S . N § 2'-5 5-5 /8' a.-4. MASTER BEDROOM > m - SUITE _ 3-7-7 3/41 MASTER BEDROOM DINING ROOM o 2'-5 5/8 SUITE A0101S ImlAa Alo OYLY 1/8- Aim" rATw.naot Ta o¢snN -t' i I � 4 WALK-IN i " - 3"2 CLOSET �'. BAD HR } 3'-4' 7'-2 1 2 4 1/2- mNwrr ar +, WALK-IN r.AIR N mNC CLOSET i +�N TUaR Rns Jd . COATS - m_ M ti KITCHEN PRIVATE STUDY LIMN ROOM -0 S ..-S I -6 • -S i 3'-6' 6'-4 3 4' 3'-5 5/8- 20'-4' Y-5 5/15• _ m FIRST FLOOR PLAN - NEW WORK SCALE: 1/4•-1'-0• REV.NO. DEStlm110N XX DATE AMENDED FIRST FLOOR PLAN 41 WEAVER ROAD CENTERVIfLLEP MASS. or BERION,REGINA&GIULIANA KARBUNARA NOTE- CFAL ENVIRONMENTAL CONSULTANTS,LLC - THIS ORAMNG IS 71E PROPERTY OF CINL ENMR)N ENTAL CONSU.TARM LLG IT NAY NOT BE REPRODUCED INNIIOIE OR INPART,FOR ANY g OAK S'TREEr,pHAHODY,MASS.01960(9M 531-1191 PURPOSE WITHOUT THE EXPRESS WAITIEN POB11S9011 OF CIVI ENVIRONMENTAL COKSULTANM liL. /DRAWING NHHD DAIL.24.2014 .AB NO.: ]E42 (� 3 DRAIN Br.C.K.B. SCALE: AS NOTED ~ 28'-1" 26'-C' - n BE ROOM BED OOM n _ a 13'-8 1 2' E •i i m p n n >. m 1 is n o_ Yam• mane taa Nea �•I r CLOSE o m w I n •I IL MMAt1I,N BA 50 U ^ atlO6 n ® N I OutNo cast rtuat r �^^ WALK-IN CLOSET N Y I WAVER BATH 0 {'f N Y; _ n tea ry 0 MASTER BEDROOM SUITE m NfNOWIa Il66 - - � ' IJmilIC aT slR.a¢ N MDS O OIMIN:mNC INNIf 10 � m SECOND FLOOR PLAN - NEW WORK SCALE 1/4" - 1'-0- '-0" ' rNE OESCRIPTIM SECOND FLOOR PLAN W SECONDFLOOR AND TION TO RESIDENCE f0.or EGINA&GIULIANA KARBUNARA 41 WEAVER ROAD CENTERVILLE,MASS: NOTE rCPALIRONMENTAL CONSULTANTS,IIC THIS ORAWRO IS THE PROPERTY OF Ow ENMROIRERTAL OWMTMM 11a IT"ArNOT BE REPROMM N WK1LE CR N PART,FOR ANY ST'REET,PEABODY,MASS.01960(976)531-1191 PURPOSE WTHOOT TIE EIDNESS WETIFN PERWS90N OF CIwL DIMRpWENTAL CONSIILTANIS,LLr-. N111BFR OA1E J1Lr 1,7013 JOB ND.:7e42 y DRATW Br tLKb. er..c•AS NOT1D a u { s4'-e• JJJ -8• 4•-7 5 8•-D• 2.- •-r 2'-07—6._0.1 2._4. 0'-0•�S._M. e._0.�S.p. 2e'-4• .r--e'-0• 2W-4• —s•0• I GRANITE STEPS DECORATIVE STOVE WALL DECORATIVE STONE WALL T.BLUE STONE PAVER PA710-4.ORA5 B ORDER 1p'-0• ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑o❑❑❑❑❑❑❑❑ � ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ PLANTING BED GRA141TE STEP IF--C BED pp PLANNC BED GRANITE STEP PLANTING BED a O 3•-0 1/2• GRANITE STEP N § g-4- 2-S 5/8- e .eels MASTER BEDROOM /4� SUITE - MASTER BEDROOM DINING ROOM o 2'-5 5/0- SUITE 1 S-3 1/i AOOI[RloiAa mD arIEY AND\ ---DINA FATOI RYi Ta usnlo 1 . Ll ' t YX Y4 •-6 "T 4 y 333---222BATNR } a05ET n T 3•-4• T-2 1 2 41/2- » WALK-[ mROAR a CLOSET °D COATS Nye N nDao r}i Yam' m tom. n n } KITCHEN d PRIVATE STUDY ® LIVING' ROOM J•-11 8•-4 J 4• 3'-8• SD I Y-5 S/8• 2p'_4• 3•-S S/B• iO FIRST FLOOR PLAN - NEW WORK SCALE: 1/4•_ 1'-0• - oA .. AMENDED FIRST FLOOR PLAN 41 WEAVER ROAD CENTERVIf LE,MASS. BERION,REGINA&GIULIANA KARBUNARA NDTE C59L ENVIRONMENTAL CONSULTANTS,LLC TINS DRAM G IS THE PROPERTY OF CIVIL OMROMMOnAL CONSOLTANI$ R1.C. ITSVAT~AY NOT BE REPNOW=IN OW OR INPART•FOR ANY 8 OAR SYRBLTI',PHABODY,IM1A33.01960(978)531-1191 PRPO VAT TE E4PRESS TAOTIEN PERIMSSION OF CIK ENMIROmdxTAL COMSIA.TAIM LLC.. ORAM BER RA IING NUM DMN BY:GK.B. SCALE AS NOTED , I d 28'-1* 26'-0' - r-s a/r.ca NM ^ n n s BE ROOM BED OOM a n 13'-e 1 2' 11'- m.Y b 1 m n � r-r Clow im osimn ' -1 tl ram• o * CLOSET X n w fi •1 MARK BA ma 'N w mvw rrn nme ro^ ^ WALK-IN CLOSET 71 N 1 WASTM BATH LA II n UM 7 ti r r Q N N MASTER BEDROOM SUITE /10"Nown UM v ' Comm out Imm w .. 'b m N=mNc IOart W .m NNW w'-W 1 � m -3Qw•V-01 -01 SECOND FLOOR PLAN - NEW WORK _[ I SCALE: 1/,r-1'-0' 26.-0. 28'-1 DATE rHN W SECOND FLOOR PLAN EW SECOND FLOOR AND DITION.TO RESIDENCE for REGINA&GIULIANA KAMUNARA 41 WEAVER ROAD CENTERVILLE,MASS.- NOTE. CIVIL ENVIRONMENTAL CONSULTANTS,LLC MS MAWND IS THE PROPERTY OF OW ENVNOIMEWTAL CWSULTMM L= n MAY NOT BE RFP4=10m N WAORE OR N PART,FOR ANY 8 OAR SnUffr,PBADWY,MASS.01960(978)5314191 PURPOSE WDMT THE DFRESS=TUN PERWS9004 OF OIl 0111NOMMO(TA.CONSULTANTS UC_ DRAWNO MUHR A — 4 DATE,Alr T,2m3 JOB NO.:2542 DRAMR Br:O.N.B. SCARE AS NOTED " >— � CENTERVILcLE ' i LEGEND PROPOSED CONTOUR ® PROPOSED SPOT GRADE 2 EXISTING CONTOUR �� P -\ �3 �•.�'' %/ + 96.52 EXISTING SPOT GRADE �.. 5 �'_ ----- %' SERVICE srAewzE SLaP EXISTING WATER ------- WITH LANDSCAPE TIMEEgS & W E S EwsnN TH GRANULAR FILL THIS AREA TEST PIT 9 - -- -70--PROPO ----- - PBEN C'1 - ," - . ''------- tic-' s��OQ�•M'� -_ BENCH � .. ---- - ------ ------- -- = LOCUS o�- -- -'' "---- CU S ----------- -- - - --- -- _ 2� BUFFER - - �' ,. — M �- - RELOCATION, ' �.:' .. ' -------- -'" � � LOCUS MAP - LOCUS INFORMATION Dm AY ' PARCEL ID: 207/106 O0 � TITLE REF: 26127/196 46 _ ��. TLANu H01 PROPERTY IS WITHIN THE ESTUARIES PROTECTION AREA. 41 WEAVER ROAD :::: : :?:';: 4S PpO� N � 7 ' 64.686 Sq Ft <fml BENDS 1.48 Ao. ATIG :°°sn"�•::::•:• -'°.o•5SEPTIC SYSTEM �O. •:DWEUJN C,..:.:•.•i. CATE - q ii•:pg0p,::.�::. 1G REPAIR PLAN - .- ,.C.... t>` LOCATED AT: p�}yp i �m a .......... .....P.b PROPPSED TBM = TOP OF FOUNDATION a� APPROX RE-LocAT1oN : : ::::5 :... BENDS 18X3A PGOL 41 WEAVER ROAD ppSTING 1.500 GAL :. SERXICE'::. w/C.O.'s ,o / (MAIN HOUSE) `� vt� '. V l- SEPTIC TANK k Q 9a `' ���'° M A R S TO N S MILLS, M A (EL. 29.0) TH' �' __ 1 DECK PT ��'' ��� ° -- --- PREPARED FOR "+ S+ --- ` SSEPPTICC°TANK `CATE - - � I LPIPEFOUND E R I C STEVENS F c - - �1'FENCE B• 1o•;' '8 JULY 25, 2012 �o Ttv ANK` 1 �yS.. H __ o SEPT L 2q' ,To BEA 12• IC � z /-' .� 18.70' VENT 57859'43•W , ll '----� � BASKEI - i' "18 BALL PR - �' �'l '�� M'qs Jos`'" , OF z?. OPGSE ,-TENNI GATE _-` COURT„- --- "-------- GATE 'A. _ ,ON M. MAILBOX --------------ie ;/_�:W.VARIABLE 18- '"' �'• c FOR 49 WEAVER ' _ -- i -- �_ 10' CHAIN UNK FEN � ,- - 4----- STONB1�WAtE�/ 8 -------- a-- 18 _ ppSTNG A \ % 88 `�jl• j. 18NVCU2LSVE*RT - - ------- ---- EXISTING DRIVEWAY ; 9''/•/ �cislE 1 �Z ti� �NITAR�P� 162.49' S84'06'29•W ------- / STAKE (9)5'UPRIGHT ARB07 (FOUND) _ _ " MEYER & SONS, INC. P.O. BOX 981 0, I EAST SANDWICH, . MA. 02537 � f (508)362-2922 SCALE: 1°=40' SHEET 1 OF 2 J 1404 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS MAIN HOUSE T.O.F. EL.=29.00 SEPTIC TANK MAIN HOUSE INSTALL RISER & COVER SEPTIC TANK PROPOSED D-BOX T.O.F. EL.=28.50 SET TO 6" OF GRADE INSTALL RISER & COVER INSTALL RISER & COVER FINISHED GRADE (24.0-22.0) SET TO 6 OF GRADE SET TO 6" OF GRADE F.G. EL.=28.Ot F.G. EL.=26.Ot F.G. EL.=25.Ot MAINTAIN 2% MIN SLOPE OVER LEACHING AREA VENT F.G. EL:25.Ot 9" MIN COVER/ 9" MIN COVER/' 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" 36" MAX COVER ®8=113(N.) L 10' 36" MAX COVER STONE OR FILTER FABRIC 7 DOUBLE WASHED STONE 4"SCH40 PVC O S=1% (MIN.) EL. 22.45 L = 25' • S=1% (MIN.) 4" SCH 40 PVC 10" 4"SCH4 PVC \1NV`.=21.8OA 14 t0• 14 4"SCH40 PVC a ®®®®®�®®®®® 48"LIQUID INV.=21.55 �INV.=21.0 MOMM00000®® LEVEL INV.=21.25 4eL VEL2 EFF. DEPTH ®®®®®®®®®®® GAS BAFFLE LEVEL PROPOSED GASBAFFLE DB20) INV.=19,50 INV. ELEV.= 19.20 D-BO4� 5 X 8.5' 4' RE-LOCATED 1,500 SEPTIC TANK INV.=19.s7 EFFECTIVE LENGTH = 50.5' . • PROPOSED 1.000 GALLON SEPTIC TANK EXISTING SEWER OUTLETS (SEE NOTE 3 BELOW) INV.=25.50 INV.=25.50 � OF ,ygss9� BREAKOUT NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING D E y� TOP CONIC. ELEV.= 20.20 ELEV.= 20.20 PIPE INVERTS PRIOR TO CONSTRUCTION - ' 2) TANKS AND D-BOX SHALL BE SET LEVEL AND TRUE R' INV. ELEV.= 19.20 ®® I ®® o. 1140 ®®® TO GRADE ON A MECHANICALLY COMPACTED SIX ®®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN ®®®®®®® 310 CMR 15.221(2) �/ E BOTTOM EL.= 17.20 ®®®®®®® 3) EXISTING 1,50OG SEPTIC TANK TO BE RE-USED NITAR�t`� 1-� 4'P"M 5 FT. 4' AND RE-LOCATED AS SHOWN. REPLACE WITH , 1,500 GALLON SEPTIC TANK IF FAILED, DAMAGED, ki� SEPARATION 5.20 FT. EFFECTIVE WIDTH = 13.0 OR UNDERSIZED. SEPTIC SYSTEM PROFILE 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 12.0 _ SOIL ABSORPTION SYSTEM (SECTION GAS BAFFLE AS REQUIRED (500 GALLON (H20) LEACH CHAMBER) GENERAL NOTES: #* FOR 2 ADDITIONAL TEST HOLE DESIGN CRITERIA I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL LOGS REFER TO P# 1 1093 FOR SOIL LOGS BOARD OF HEALTH AND THE DESIGN ENGINEER. P#: 13686 NUMBER OF BEDROOMS: 6 TOTAL BEDROOOMS (5 MAIN HOUSE/1 IN POOL HOUSE) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SYSTEM DESIGN DATED 09/15/05 OF THE STATE LOCAL RULES AND REGULATTIIONCODS. EXCEPT AS REOUESTED BELOW:TITLE V. AND ANY APPLICABLE SOIL TEXTURAL CLASS: CLASS i (<2 MIN/IN) DESIGN LOADING RATE: (0.74GPD/SF - 310 CMR 15.405 (1) (B): DATE: JULY 9, 2012 'DESIGN FLOW: 110 G.P.D. X 6 BR = 660 G.P.D. (MULTI FAM.) 1) A 0.80 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 GARBAGE GRINDER: NO not designed for arba a render TO BE 3.80 FT (MAX) BELOW GRADE VS REQ'D 3 Fr. ( g g 9 grinder) (H20/VENT PROVIDED) WITNESS: DONALD DESMARAIS, BARNSTABLE B.O.H. SEPTIC TANK: USE EXIST. 1,500 GAL SEPTIC TANK W/1,000 GAL SEPTIC TANK IN SERIES 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR PRIMARY: 660 gpd x 200% = 1,320 gpd, RE-USE EXIST. 1,500 GAL. SEPTIC TANK TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. Elev. TP-1 Depth Elev. TP-2 Depth SECONDARY: 660 gpd x 100% = 660 gpd, USE NEW 1,000 GAL. SEPTIC TANK 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 25.5 0" i 25.0 0" LEACHING AREA REQUIRED: (660)/ 0.74 = 891.89 S.F. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 23,32 FILL 26" 23.50 FILL 18" ADD TWO (2) 500 GALLON (H20) PRECAST LEACH CHAMBERS W/ 4' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. A LOAMY SAND A STONE ON ALL SIDES TO EXISTING LEACHING: 50.5' L x 13� W x 2�D 6. THE DESIGN' ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 10YR 3/1 i LOB SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF EXISTING LEACHING = THREE(3) 50OG H2O CHAMBERS W HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 23.07 29" 23.17 22" ) /4' STONE ON ALL SIDES) 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. B LOAMY SAND B LOAMY SAND TOTAL BOTTOM AREA: 50.5 x 13.0 = 656.50 SF 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TOTAL SIDE AREA: 50.5 + 13.0 X 2 X 2 = 254 SF TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 20.83 10YR 8 8 57" 20.84 10YR 6 8 50" ( ) 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE C ; C TOTAL SQUARE FEET PROVIDED = 910.50 vs. 891.89 REQ'D THE LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO BEGINNING MEDIUM MEDIUM ' CONSTRUCTION. PERC • EL 19.59 SAND ! SAND DESIGN FLOW PROVIDED: 0.74(910.5 S.F.) = 673.77 G.P.D. vs. 660 G.P.D. req'd. 10. PROPOSED LEACHING TO BE ADDED TO EXISTING LEACHING, INCREASE 48R LEACHING 2.5Y 6/6 2.5Y 6/6 TO 6 BR LEACHING. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 125 156" 120 156" 41 WEAVER ROAD, CE_NTERVILLE, MA 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 1 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY PERC RATE <2 MIN/IN. ('Cl' HORIZON) Prepared for: Eric Stevens 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. NO GROUNDWATER OBSERVED 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. Engineering by: Surveying by: SCALE DRAWN 15. ALL PIPING TO BE 4" SCH 40 O 1/8-/FT (UNLESS SPECIFIED) • 1, Darren M. Meyer, R.S., CSE, hereby certify that 1 am currently approved by MADEP pursuant to 310 CMR 15.017, MEYER&SONS,INC. Civil J9tvilwmmenU1 Coaau/t N.T.S. DMM to conduct soil evaluations and that the above analysis has been.performed by me consistent with the PO BOX981 (978) 531-1191 DATE requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. FAST SANDWICH,MA 02537 CHECKED SHEET NO. 508-3622922 07/25/12 DMM 2 of 2 v� , REMOVE EXISTING DECK le _- u�— man �Of � 0,1 a,>vdt� i L SHINGLE EXISTING ND EXTE IIII `AKE ATE L'ISOER AND SNORER CONSTRUCTION OF WALL AND ETt.B SHEATHE NG•AND EXTERIOR III 1.1AKF.CONCRETE FO FOR GGNSi LLS, J OF NEW CONCRETE BLOCK WSHEATHING - :S- ..`` /� AND CGNCFETE FOUNDATION WALLS. WORK PLAY. PREPARE EXISTING /\i S I N jt i J TI N G tl I;-------------....-- STUDS AS REQUIRED FOR A?L:CATION I II REMCVE AND STORE EXISTING WTJDOtt5 FOR P,EUS[AS DIRECTED -ro-W 1}�aM III I i OF new SRECTROCI<SURFACES. 1 'l I ` ) t RY OWNER. � s EXISTING DEN i EXISTING SHED I �T�,OI—�: t_I_ III ry, f� EXISTING CLOSET --------------------------- 1 EXlsr•NG LnftsE FIRE'LACE I_ r) RFVOYE EXI',TiNf'WINDOW.SHINGLE S:DiN'G' __ - ___-.r`.0 j''�� /C :-_---- -_-.. r - A. EXTERIOR SHEATHING AS REOJUiRED BY .... ,(\O EXISTING YYY••'NEW WORK FLAN. PREPARE EXISTING STUDS II - iAS REDUt FO _ I N ----- �n FOR A?PLCA'IIOtJ OF NFV/ `�—XSTIIJG ! SHE_-IRO'Y SURFACES. BM"IROCIM I EXIST --- - _ --- -- ____- - �.-�`_--_t�- --_CAR :�.\.`'�lJ� .'f.-- ao0 i ..� ! FLOOR'0 FLOOR=S7'___ 1]R®:.5"+f- G a((il C&Cdll. _-__-_-__`_r- -.__ I f I ._�EX;OT11^'�TtiR'%AY z FIG ONUN-DER I 7 CEILING H.GHT �A 7. ---------------------- I 11 rtn//K LE VEL EXISTING C011CRETE FLOOR,747..-'.AP=LICAT•GIJ (\s 1�Y' OF NEW I.L:VELLIN(:::OMPOUNC- EY.iSTING PARTITIONS AND DOORS REMO':E;;iNDOW.. PREP e 'I PATCH FLOORS AND`WALLS AS REr UIREO. GPEUiNG PCA N._w CCGR—IIII RELCA'E THIS mNOOW III I F—�EXiSTING BRICK CHNIANEY TO BE TO NEW LOTHIS YA ON THIS WALL REMOVED DOWN TO-PST Fi 00R GEII.N. Wr.'RE EX1111 ING,DOOR IS REMOVEC� I _..T.L. PAT(.t.F-OC.S AS;.EQUI...U. IST NC 'r<iTC1=N IS ' i it II ` ! r r 1 I E-X. !0 REMOVE FILL?iG GNG3 WITH GARAGE - 0 TO MA. FILL.OPENINGS F N NEW FRAMING I � TO MATCH EXiST1NCr. SEE NEW WOPY.FLANS. I i i r: �—IFLIA-ATE EXISTING WINDOW r r r WORK FLOOR PLAN I � r- SEE>aew i! I r [' TI I r Y i`T C EXS_-�'rV- ._) iIV tJ FGOR TGGEILIJG 7._2'.+;- DININC RG��,' I, LI sINC ROOM it ,'l --- I I t WINL.ecnncN or eeLGCATE II WINDOW r � P.P.0`r EXISTING DOOR AND I .-----__- --_---_--- .__-_-------------- __ - -_-_-__._------ --- INFIf.L.WITH FRAMING ANU PREY ge FC!R":EW VlNDCW AND IN-RfOR ANU EXTRIOR::N;SHES I ab REI.00e. 'A:NDO:JS.SEz NEW WOR,' mNDOW UP itiGH IN PLANS GABLE END -------------------------------- E XI S TIN G BRICK PATIO REV. NO. DESCRIPTION DATE E X S TI N C FIRST FLOOR Ol T I L C?I I I C 1 EXISTING CONDITIONS&DEMOLITION NEW SECOND FLOOR _ AND P,A I N FLOOR O;R P ._A ICI — E X I S TI N v (_'O N D T O NS ADDITION TO RESIDENCE SCALE: 1 j = .—G" for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. w NOS CIVIL ENVIRONMENTAL CONSULTANTS LLC THIS DRAWING IS THE PROPERTY OF CIVIL ENVIRONMENTAL CONSULTANTS, � LLC. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART, FOR ANY ' • PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL 8 OAK STREET,PEABODY,MASS.01960(978)531-1191 ENVIRONMENTAL CONSULTANTS, LLC.. DRAWING NUMBER . � DATE: MAY 14, 2012 JOB NO.: 2824 A DRAWN BY: G.K.B. SCALE: AS NOTED I - --....... ---------------- "-""..._.. ------------------- " g --------------------. ---------------------------------------.. ---------------- o REAIOYE_riST:NG C01iCR.:;c BLOCK 15'ALI.FOUNCp.iIm. o-------------`-1 ___ SHORE JP FLOOR SYSTEM ABOVE. EXCAVAt'�FOR T Fy E' - c CONSTRUCT 8'THICK CONCRETE-THICK FOUNDATION e i�•Gi : F NEW BULKHEAD. P R 4"T"kCONCRETE - --- -"'d+'""""a--�"- - --�I 'La'�MEIIT OF NEW:DONDATIGV FG�'7NC.AND WAIL. _J•B APPROX.4 BELOW 6ASETdEe-..CGft LC5_L, Gfi F SULK D GU �IOF •.a pa. "_;-" fNCR-T-BLOCK N" C'CNCRETE FOOPNG FOR NEW T \I .._P....�i`C PLACE NEW 12'>24' L- - -DUNCA ON WAL - EUI::HE.AO DOORS SHALL BE CO''c ' ._-_.__..s^.____....__.._-____.._o._..__...._.�.. �- F .. , ^X PRESSURE TREATED UMBER _.,..___�.,�._ i ,! - - FOR NEW_ONC.RE'E....TER 7! IY�I STAIR-S'fRU1GERS SHALL BE PREFA9 WALL.ATTACHED / -i .OUNDA'10N WALL. �t�l FOUR NEV!p"THICK•CONCRETE 5•LAR IN NEW I STRINGERS SHALL BE AS `FACT RED'J TREADS. G.�...- .._� RwEP'FORS FOR REMOVABLE�i 'R .:ANUFAC vRED BY 3iL_0 CO. ,' ✓,' I BASE ENT ANSITION O AREA. MAKE)JACS�OOTI,, rONCTRUCT NEW Zii 1•!%10'D CONCP,^E. DOTING _JRFACE TRANSITION':C EXISTING ACJACENTI 'eeQ ✓,� f',� FOR NEW 10'THICK CONCRETE'FOUNLATION WAL. SURF SURFACES. ` i WALL SHALL 6E MINIMUM 48"BELOW FINISH GRADE TO 8'-'OM OF NSW FOOTING. ADJUST HEIGHT OF �I .,.a-- i EXISIING NCW LFLvGR ACOGN NTH NEW FLOOR AND i i ' TO A x ( , R F I : : EXI TNJ U1CR S[OCK FOUNDATIONS �LL..G�`) AND-0!2 F WALLS 10 REMAIN IN PLACE 1 E%: A -._NJ EC IN 'OPKING DRA'.NGS :,P : - - ....._ --- .---------------------- l I -_-_--_- - B K W1L FOR A cE55-0 E J'H-G ..__....._-------..._...__.______...._.._._____....__.._-..._ u,... - ,. _ ..c. i I CUT OPEN 111 EX.ISHNG CONCRETE i I IJAKE REPAIRS TO EXISI,G CONCRETE ' I FLOOR SLAB. FILL AU HOLES AND-OR DEPRESSIONS i EXISP.NC CONCRETE ELJCK FOUNDAT:GNS T.O LIAKE A SMOOTH H OOP.SURFACE AND-OR FROST WALLS TO REMAIN IN PLACE EXCEPT AS NOTED 1 WORKING DR.AW:NGS ! ! I __...__...."..".."-.".-._.__ _......._—._..... _ FACET f DST WALL5 TO FOUNDATIONStt: PACE =Xisr:NG•CONCRETE BLOCK EXCANDEPT OR' STRUCTURE UNDER EXIS:WG SHED BUILDING = AS ACTED IN WORKING OR W:?iG5 15 AN7CIPATED 10 BE MINIMUM fN DEPl1. SHORE IiP BUILDUIG,EXCAVATE UNDER STRUCTURE : - 1I ,� iC GEF'iH OF MINIMUTA 48'BELOW FINISH GRADE. NEW I_.xIS FOU DARON SHALL EXTEND UP MIN.8'ABOVE FINISHED GRACE POUR NEW MINIMUMI 20'W%1,'D CONTI:OUS r I(� i'!CK I._....."...-.__.-_........"._.""___._......_._.....-.-.."".-"""_......_.""-___------_._.....""".__ CONCRETE F00'.1NG. CONSTRUCT NEW 8 OU L cc L f I_D I V CONCRETE BLOCK FOUNDATION FULL PERIMETER - -- _------ OF BUILDING. TQ E RENOVATED _..--------------------------------------------------- I FOUNDATION PLAN - ` �1i 'dy'V0R SCALE: 1i = ,'-O" REV. NO. DESCRIPTION DATE FOUNDATION PLAN DEMOLITION&NEW WORK NEW SECOND FLOOR AND ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. NOTE: CIVIL ENVIRONMENTAL CONSULTANTS,LLC THIS DRAWING IS THE PROPERTY OF CIVIL ENVIRONMENTAL CONSULTANTS, LLC. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL 8 OAK STREET,PEABODY,MASS.01960(978)531-1191 ENVIRONMENTAL CONSULTANTS, LLC.. DRAWING NUMBER A - DATE: MAY 14, 2012 JOB NO 2842 2 DRAWN BY: G.K.B. SCALE: AS NOTED INCREASE HEIGHT OF WALL APPROX.12'BY ADDING THE NECESSARY MATERIAL TO THE TOP PLATE. TAKE CARE AND APPROPRIATELY PITCH THIS ROOF TO MAKE PEAK OF NEW ROOF OVER THIS SECTION OF HOUSE MEET THE PEAK OF THE ROOF OF THE GARAGE. 5'-2" 8'-0' 7S'-2" 4'-0"= 14'-0" NEW R2X4-1 FRAME EXTERIOR WALL WITH MIN.R-19 INSULATION -- ----_ =_ RELOCATED EXISTING WINDOWS O ; } t CD L EXISTING EXIST G + �+ r BEDROOM DR OM 1 } T-}1•{-t+ � - T + -t-)--I�' �I I NEW FLOOR IN THIS AREA SHALL BE r 1 r- + «:4 1---III {{}--- FRAMED YAM NEW MIN.2"%8-FLOOR F I,+ SHOW 2 SKYUGHTS IN ROOF - rfi JOISTS AND MIN.3/4-THICK PLYWOOD P&TSONE SIDE DECKING. TAKE CARE+ ( ) ENE OF R L. S GUSE SCISSOR TRUSSES +1 1 t+ } } - FOR NEW FLOOR TO MEET EXISTING ROOM E%lER10R w L. SE r 1-H-1 ?'+ I �j_ FLOOR BY MAKING NECESSARY DEMOLI Till O OOR A I 1-+ NEW 2%4 FRAME EXTERIOR WALL TH "iiFF ' il- ADJUSTMENT TO } FOUNDATION. HEIGHT OF THE NEW TT 'MIN.R-19 INSULATION. ;' �' +' m EXISTING DEN # T + r 4 I TNEW GLASS SLIDING DOOR 4 EXISTING REMOVE AND STORE FOR REUSE, %STING -� 'j-WINDOWS. INFILL ROUGH OPENIN S WITH �' -I'H' TOOL SHED +NEW FRAMING TO MATCH EXISTIN } -- -jam {'+ t ' t REMOVE EXISTING SHINGLES AND HEATHING tl" ++ + EXISTING CLOSET A� AND INSTALL NEW GYPSUM WALL ARD 1 1 EXISTING CLOSET r-41 z" 5 1 T-s , z" t +-KITCHEN XTENTION _N � EXISTING BATHROOM P 1/2 NEW FAMILY R OM +I N E%ISTING WALL UNDER L-1 FLOOR IN THIS AREA SHALL BE FRAMED WITH STAIRS TO REMAIN 5-3 _ 2'%fi'PRESSURE TREATED LUMBER AND MIN.3/4- NEW 3'-0-%6-8•X 1 3 4' _r + 1 THICK PLYWOOD(PkT5 ONE SIDE)DECKING. MAKE 1_0 / -t'+ 1- +- FLOOR SURFACE MEET EXISTING KITCHEN FLOOR. DOOR.SET IN LOCATION OF _,I_ I I4, EXISTING REMOVED WINDOW _I' - O 1 - { } J__��CUT BACK EXISTING WALL -� 3 TO THESE LIMITS in4-6": mi 00 CD CHANGI EXISTING KITCHEN—DINING AREA ,G 2'-6 Ew 11 ATTIC OF XISTI C WIN OW 1 _ +i-++t+ _-_i"t 1 +i"t_ INCREASE HEIGHT OF WALL APPROX.12" I BY ADDING THE NECESSARY MATERIALEXISTING �` /� TO THE TOP PLATE. TAKE CARE AND EXISTING E X S T N G 8-1•x 4-4• APPROPRIATELY PITCH THIS ROOF TO MAKE PEAK OF NEW ROOF OVER THIS DINING ROOM 11 LIVING ROOM N SECTION OF HOUSE MEET THE PEAK OF II I..T ME ROOF OF ME GARAGE. 14'-2" 5 1/2" 1/2" BEDROOM 10'-3 3 8" 10'-0 5 8" r I PROVIDE NEW WINDOW TO MAIN FLOOR PLAN - NEW WORK MATCH EXISTING 1 CHANGED'NEW STUDY'TO"BEDROOM' 6/7/12 RELOCATE TO CENTER OF WALL SCALE: 1/4" = 1'-0" REV. NO. DESCRIPTION DATE TWO EXISTING WINDOWS 5-6 5 16" 4'-0 3 8' 5'-6 5 16" 5_,• FIRST FLOOR-NEW WORK NEW SECOND FLOOR AND ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. NOTE: CIVIL ENVIRONMENTAL CONSULTANTS,LLC THIS DRAWING IS THE PROPERTY OF CIVIL ENVIRONMENTAL CONSULTANTS, LLC. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART, FOR ANY g OAK STREET,PEABODY,MASS.01960(978)531-1191 PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL ENVIRONMENTAL CONSULTANTS,LLC.. DRAWING NUMBER DATE: MAYY 14, 2012 JOB NO.: 2842 A3 DRAWN BY: G.K.B. SCALE: AS NOTED NOTE: ALIGN OUTER EDGE OF TMI NDOW 28'-1" `MTH OUTER EDGE OF SLIDING DO fiELOW 26-0 2-1 NOTE TO CARPENTER: VERIFY ALL DIMENSIONS IN THE FlEID. TAKE CARE TO ALIGN SECOND FLOOR WINDOIVS -,q'NTE�,RED OVER FIRST FLOOR WINDOWS AND DOOR 2'-5 5/B .4'-5 1/4' 2'-5 5/8'w 4'-5 1/4' 7AS M N2 � MASTER BEDROOM "OPEN BOOK SHELVING-THREE TO FOURSHELVES EVENLY SPACED STARTING AT BATH 30'ABOVE FINISHED FLOOR TO WITHIN 12 _ M INCHES OF CEILING A N O \ APPROXIMATE LINES OF 2'-4 M EXISTING TOOL SHED 40 IN 2'-e' O APPROX.c0 T OF OSET (� STAIRS U 4 D u+ rn APPROXIMATE LINES OF EXISTING FIRST FLOOR 'n �\ a' XISTING S AIRS TO ro REMAIN I I N °, -- 10' 0" ;� LAUNDRY I 6'-0" MAI BAT o H o 5'-9" i4 M CLOSET V) CJ I 2'-fi. 2-6 4'4'0' O [V CLOSET N a i �N �D I APPROXIMATE LINES OF EXISTING OUT BUILDING 12'-4 1/4" 12'-4 1/4" I BEDROOM BEDROOM 2'-5 5/8"a V-5 1/4' 2'-5 5/8'v 4'-5 1/4- 12'-8" 6'-8" 2'-1 26'-0" _ NOTE TO CARPENTER: VERIFY ALL DIMENSIONS IN THE FIELD. TAKE CARE TO ALIGN SECOND FLOOR WINDOWS CENTGERED OVER FIRST FLOOR VANDOWS AND DOOR 1 CHANGED"PLAYROOM'TO'BEDROOM' 6/7/12 SECOND FLOOR PLAN - NEW WORK REV. NO. DESCRIPTION DATE SCALE: 1/4" = 1'-0" SECEOND FLOOR-NEW WORK NEW SECOND FLOOR AND ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. NOTE: CIVIL ENVIRONMENTAL CONSULTANTS,LLC THIS DRAWING IS THE PROPERTY OF CIVIL ENVIRONMENTAL CONSULTANTS, LLC. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART, FOR ANY $OAK STREET,PEABODY,MASS.01960 978 531-1191 PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL ENVIRONMENTAL CONSULTANTS, LLC.. DRAWING NUMBER DATE: MAY 14, 2012 JOB NO.: 2842 4 - 4 DRAWN BY G.K.B. SCALE: AS NOTED EyTFN:OR WALLS REMOVE ALL EXISTNO CEDAR SHINGLES FROM ALL EXTERIOR SURFACES. REPLACE ALL DAMAGED OR ROTTED SHEADiING WT-f NEW TO MATCH EX13ING;0 MAKE A SMOOTH WALL SURFACE.PROVIDE NEW TY'1EK HOUSIPARAP MEMBRANE OrR SHEATHING. CHECK ALL RF'MOVED SHINGLES. STOCKPILE ANY SHINGLES DEEMED RE'SABLE FOR PELEE IN OTHER PORTIONS 01 P.41S PRIjECT. ANY REUSE OF A14Y REMOVED SHINGLES SHALL BE DETER'l[NU11 BY THE OWNER. CEDAR SHINGLES WTFf 5 RICH EXPOSUR-OVER ENFRE BUILDING. REPLACE ALL ROTTED BOARDS DAMAGED TRIM BOARDS.FASCIA BOARDS,AND .41111 uU Ill 1111�� OTHER TRIMS TO MATICil EXISTING. .... . .I . I. ..................... ........ ...... ROOFS R MOVIE ALL EXISTING ROOF SHINGLES DOWN TO DECK, REPLACE ALL DAMAGED AND ON ROTTED DECKING'MTH NEW DECKING TO MATCH EXISTING FOR A SM.0011i SURFACE. INSTAL NEW ICE AND WATEPSI'FLO MEMBRANE OVER ENTRE ROOF DECKING. INSTALL NEW ARCHITECTURAL DETAIL ROOF SKINGLESASMIANUF RED ABE IV,1,IIA IF 1,1 1 1 1 I'll I'll I'll .11,.1.1 11.1 I'll I'll 111.lill".1 1.11 Ill Yh, BY CERTAIRITEED. EXACT COLOR AND DETAIL OF SHINGLE PRODUCT SHALL I I All 11 S-- BY THE OWNER. A I........... ........ . ........... NO AOR-PLANNED FOR ------------------------- ............. .... TOOL ENC-0 EXISTING GAMBRO ---------------------- ­U 1E ....................... .............-------.....------- ----------------------- --------------- I', ----------------- ----------- ---------- . ................... ...... I'll ... ........ ....... ........ ....... 3M' I RIF] II "HI ........... UUJI ULU LI: 11.11 11,11 1 ............ I ---------- ------- ---------- ----- - EXISTING BLOCK FOUNDATION EXISTING BLOCK FOUNDATION I UP AND EXIll'TE FINGER L..............................L------- -- ... '%G EUILDING, POUR N,------------ ,OUT 3 12 X -4 CON INU US CONCRETE L------------------------J FOOTING. INSTALL N-W MINIMUM 8- CONCRETE BLOCK FOUNDATION VIA L.p�_ EXISTING BLOCK FOUNDATION DEPTH OF FOOTING SHALL BE MINIMUM I 445,BELOW FINISHED GRACE TO BOTTOM OF FOOTING. L----------------------------------- _j FICRETE E FOUNDATION FOR NEW BULKHEAD BEYOND `=RT\T ELEVATION SCALE: 1/4 V-0" REV. NO. DESCRIPTION DATE FRONT ELEVATION NEW SECOND FLOOR AND ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. NOS THIS DRAWING IS THE PROPERTY OF CIVIL ENVIRONMENTAL CONSULTANTS, CIVIL ENVIRONMENTAL CONSULTANTS,LLC LLC. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL 8 OAK STREET,PEABODY,MASS.01960(978)531-1191 ENVIRONMENTAL CONSULTANTS. LLC.. DRAWING NUMBER A 5 DATE: MAY 14, 2012 JOB NO. 2842 DRAWN BY: G.K.B. SCALE: AS NOTED EXTERIOR WALLS REMOVE A:I-EXISTING CEDAR SHINGLES FROM AL L.FX:ERIOR SURFACES. PEPL A.GF ALL. ,DAMAGED Ua G,IEO SHEAral^!C WTTii NE1'/'i0 MIATCH E.Xi5111'f-.i'G MAKE A SMOOTH WALL SURFACE.PRO`AD 'EA -YAK HOUSEIYRAP MEMBRANE OVERR SHEATii ING, CHECK ALL RFEM;VEG SHINGL6C, STOCKPILE ANY SHIN ES DEEMED P.EIISABLE FUR REUSE IN OTHER PORTIONS^-1H!S PROJECT. A"Y ROUSE.0^ANY REMOVED SHINGLES SHALT.BE DETERMINED BY rHE OWT LFR. ,1 CEDAR SHINGLES W9TH"INCH EXPOSURE OVER ENTIRE BUILOiNG. REPI--ACE At: ROPED BOARDS DAMAGED TRIM BOARDS.FASCIA BOARDS,AND OTHER'IiRI.MS TO NATC'H ENISTNG. ROOFS REM%E ALL E.XLI!!G ROOF SHIi;GI ES DOWN TO DECK. REPLACe.ALL DAMAGED AND 0R ROTTED DECKING W1li NEW DECKING TO MATCH E4SING FOR A SMG').H SURFACE. INSTALL NE ICE AND:':ATFRSHIELG MEMBRANE OVER ENTIRE ROOF DECKING. INSTALL NEW ARC'WHITECTURAL DETAIL ROOF SHINGLES AS MANUFACTURED - % BY CEP.TAIN'E ED. EXACT COLOR AND DETAIL OF SHINGLE PRODUCT SHALL BE SELECTED BY THE OV:NER. 4 NO IF NO WORK PLANNED FOR EXISTING GAMBREL TOOL SHED w� NEW BULKHEAD DOORS JI L_-_--_____-- T-I---------- r - - - - - - - - �� - J EXI.`RE U.-IANBEXCIAVATE UNDEFOUR R 12"X 24"CONTINUOUS CO CRETE "00'I ING. INSTALL NEW MiNNUM B' - - - - - - - - - - - E`W CONCRETE FOUND' AND CUNC.'.EIE BLOCK F'OUNUA:fIUI!`fiALL �- - - - - - F007:NG FOR ADDI IT DEFTH OF rOC!!Nv"SHELL 9c MINIMUM 4 46'BELOW r!IISHED GRADE TO BOTTOM EXISTING BLOCK FOUNDP,LION OF FOOTING. ^0;CRETE FOUNDATION OF NEW BU!JCIIEAD. NNW CONCRETE FOUNDATION AND FOOING FOR ADDFICII EASHNG BLOCK F(ANIDA'T-ON R r AR ELEVATION SCALE: 1/4" _ .'-O" - —_------ �....... — _..— — ......._.._...-....------------ ---- REMOTE ALL EXIS'I;FiG ROOF SHINGLES DOWN 10 DECK. REPLACE ALL DAMAGED AND OR.ROTTED DECKING Wl?, NEW DECKING TO MATCH EXiSING FOP.A SMOOTH SUFFACE. INSTALL NEW;CE AND WATERSICD M _ -..-.-...--_.....-.._.... _.._._----...........-....-.._. -._....-. .--..-_.-._ B..CCERT INSTALL NEW AROHITECIJRAI. F.TAIL R MANUFACTURED E 'EEO OWN _�iUk NJ,.JF.4.-OF'SHINGLE RR SUDS.SHALL BE P SELECTED B.THE OVN? E�XTFRIOR WALLS Rp'lo DAAGED OR ROTTED SHEATHING K71N �W lO MACH n'S LING TO MAKE A E ALL EXI>P1G CEDAR S•ING1 ES FROM LREPLACE EXTE TOR SURFACES. ALL' -- --J--- -� �- ..- MG 1Y H L UPFACE PROVIDE HEW TA Y tICJ"-WRA MEMBRAV OVER SHEATHING. MT _ ffi_ CHECK:ALL.RFEMOVEO SHINGLES. STOCKPILE ANY SH:I IGiES DEEMED REUSABLE FOR EXISTING GARAGE BEYOND - _ REUSE N O T R CR 1)N I'IS PROJE i. N REl VSE OF ANY REMOVED SHINGLES SHALL BE E:ERM:ED BY T WNER '.ING_S WIIH.5 INCH :X 2E OV'L.,ENTIRE SWI-DtH R LA ALL ROTE_BOARDS DAMAGED TiT!A BOARDS,FASCIA BOARDS,AND H O' R .Tic TO MATH IASTING 1-11 Hill If "I REV. NO. DESCRIPTION DATE :::.. _ RIGHT SIDE&REAR ELEVATIONS E -^ NEW SECOND FLOOR ' ® :�j jib''® �, --�- � ® AND , . .' ADDITION TO RESIDENCE im for -- DAVID ROSENGARD I I Ex!snNc Fanaoanaas NEVI CONCRETE FOUHDA'710N FOR CJ 41 WEAVER ROAD I NE::'EIIL:HEAD CENTERVILLE,MASS. NEW CLWCRETE FOUNDATION AND I I FOOTNG p I I I I ___________________________ _ 1 ________-____ NOTE: L T 1------J- --� THIS DRAWING IS THE PROPERTY OF CIVIL ENVIRONMENTAL CIVIL ENVIRONMENTAL CONSULTANTS,LLC L_________________ ______J LLC. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART,FOR ANY �` .-.1 PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL 8 OAK STREET,PEABODY,MASS.01960(978)531-1191 \I H T E ELEVATION ENVIRONMENTAL CONSULTANTS, LLC. SCALE: 1/4" _ . --Q" DRAWING NUMBER DATE: MAY 14, 2012 JOB NO.: 2842 A6 DRAWN BY: G.K.B. SCALE: AS NOTED 5"X 9.25"VERSA-LAM 2.0 5100"F LAMINA'TED BEAM. S T..:FFORD h11D-SFAN Hiii X.S`-VERSO-POST ONNEW 12'X 12 .8'DEG^CONCRETE FOOTNG CUT INTO EXISTING GARAGE FLOOR SLAG. SET HEW FooT,,N6 ON UHDIS^iRBED INORGANIC SOIL OR NEW SOIL THAT HAS BEEN CO!APACTED TO MIN.95.E DRY DEt!S!T7'----------------- "''"` ------------------- I__- _ ________ _____________ \ __— , ------------------ ' SET NEt'!FERRMETER 2-X 6.OONP.N000S LEDGER - BOPRU TO TIE Y NEW.Oi55 ANC Y.A!L NEW LYC:i! �i _ .4, (SHOWN DASHED) l ------__.__.—•:If --_ _ —_— j -. ....... .. I �z _...__. _ _ Api+RO:i.SET7;:.IG:OI:EXISTING-- - :ti XI _ . ........... ._ i FRAMING RING JOISTS OF EXISTING I FLL - - gv ---y - , : ,II r -' is — --- Y ; I I � f SE i NOW pERln{='., " ! i ,7.:4 2"i($"CCI!TiN!,.W, LEDGER 60A.RO TO ilE!N NEW JOISTS " ! j i! it I1 is AND 4/JL?iF1':DECKING.(SFiO'I.N DASHED) i i NEW 3.5"X 9.25"VERSA-LAM.2..0 1100 SF B "s` 'o Sp SUPFCR'ED 3Y NEW 4'Y 4-�P,SAr'uSi SET EA I� li .1.5 k_._., VERSA-LAN 2.0 u - :: o LAMINATED BE.1M SUPPORTED MID- FIR-1 - AS SPECIFIED EESE:.HERE FOR SIMILAR CONDITION. [ i .y. VERSA-PO SEi `_— :: SPAN W17}i - $""' CI NEW 2 `( B EF !A"RETE ! - ! NEW DRT AS 2`X R; IAT DECK-FR FRAMING - F'07 N f Y'11 J CAP 5UF°GR'AS R U..V:D AT^ECY F•?;:htr : FLOOD SLAB. St-TNEW FOOT!Yi INANSI PON UNDISTURBED RBE INORGANIC SOIL :EW I I ! I I _ SO -HA A BEEN C M•AC1T.. .0 : IIIfL BOX.SETTINGS OF EXSTING VI HEY FLOOR M o� I I� WI 95%DR .,_N.I {p, Gft 01� j II I MIND RING J(P5:5 OF EXISTh,FL,Ok S'STE- I _ -. -__-- i F xI'ac Mr` I I i i I f : : : ! ----------------- FIRST FLOOR WALLS SHOWN DASHED FOR REFERENCE .......... ........--- MA N _IOOO HI AN - NE`v`,,:; MAM REV. NO. DESCRIPTION DATE FIRST FLOOR FRAMING PLAN NEW SECOND FLOOR AND ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. NOTE: CIVIL ENVIRONMENTAL CONSULTANTS LLC THIS DRAWING IS THE PROPERTY OF CIVIL ENVIRONMENTAL CONSULTANTS, > LLC. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL 8 OAK STREET,PEABODY,MASS.01960(978)531-1191 ENVIRONMENTAL CONSULTANTS, LLC.. DRAWING NUMBER r DATE: MAY 14, 20212 JOB NO.: 2842 A 7 DRAWN BY: G.K.B. SCALE: AS NOTED ---------------- ------------------ --- -- -- -- - - -- - ,i; _—..---.__—___.—...__1! , NEY:TRIPLE 2"X6'BUILT-UP IYOOD BEAM. NEW(AS REOUIRED TO MEET EMS'RNG) 2ITH FLOOR JOISTS 16'DECKING. MAX. Q I.1 JOTS MIN FROM SIDES DECNIilG. HANG :GIS'I'i PfiOM SIDLS OF BEAMS-TYPICALIF .FPROX.JlAIiS OF OUT-BUILDING APPROX.LIM;TS CE RRST F: OR : SF.CTIUNS O,'BUIL7ING - - ----I q - g -- _ — j ------------ ------------ i , ' M:=--=----w--- .. ___- -- -- - --- --------_-------- N - r E 7.A TRIPLE 'XB"BUILT-UP ..'OOD BEAM. _.. --------------------- IV REQUIRED TO k6' _Si1NG) 2'X8"FLOOR.JOISTS 016 o.c.MAX. W:TH MiN 3j4"PLIY1000 DECKING. HANG ---- — —= !I JOISTS FROM SIDE`_'•OF BEAMS-T-,r'fOAL. I I. APPROX.LIMITS OF OUl-BUILDING j I. , ; REV. NO. DESCRIPTION DATE S r 01\ D F L O C o PLAN __ N E�,�,� WORK SECOND FLOOR FRAMNG PLAN ----- ----------- _GALE: 1/4" NEW SECOND FLOOR AND ADDITION TO RESIDENCE for DAVID ROSENGARD 41 WEAVER ROAD CENTERVILLE,MASS. THIS CIVIL ENVIRONMENTAL CONSULTANTS THIS DRAWING IS THE PROPERTY OF CIVIL ENVIRONMENTAL CONSULTANTS, >LLC LLC. IT MAY NOT BE REPRODUCED IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CIVIL 3 OAK STREET,PEABODY,MASS.01960(978)531-1191 ENVIRONMENTAL CONSULTANTS,LLC.. DRAWING NUMBER - DATE MAY 14, 2012 JOB N0 DRAWN BY: G.K.B. SCALE: AS NOTED A