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0111 POND VIEW DRIVE - Health
- 111 Pond Vie'w Drive 229-026 Centerville h y 'PC 12543 • 4 o.53LOR ,�ASTJNGS,41N 1 0 l TOWN OF BARNSTABLE LOCATION Q 11 SEWAGE# a - $- VILLAGE ASSESSOR'S MAP&PARCEL AZ 5? Q;t6 INSTALLERS NAME&PHONE NO. /dies. s SEPTIC TANK CAPACITY LEACHING FACILITY:(type) SSA e� t.,�_ (size) NO.OF BEDROOMS OWNER 0--a PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility r 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 Feet FURNISHED BY C-,T/ I i GT%I 3' U � DRAWING LIST: DATE: DEC. 31, 2007 A- 1.0 BASEMENT 0 A- 1. 1 FIRST FLOOR < U A- 1.2 SECOND FLOOR >u A-2. 1 FRONT/SIDE ELEVATION > � 6 A-2.2 BACK/SIDE ELEVATION Vl F3 A-2.3 SIDE ELEVATION/SECTION u A-3. 1 SECTIONS A-4 SCHEDULES X- 1.0 EXIST. BASEMENT g SHOWING DEMOLITION X- 1. 1 EXIST. FIRST FLOOR SHOWING DEMOLL11ION X- 2. 1 SHOWING D. ELEVATIONS X- 2.2 EXIST. ELEVATIONS SHOWING DEMOLITION ~ X-3. 1 EXIST. SECTIONS SHOWING DEMOLITION Lu S- 1 1ST FLOOR FRAMING PLAN MODIFICATIONS W AND DECK FRAMING Q S- 2 FIRST FLOOR SHOWING O SECOND FLOOR FRAMING Lu L1 S- 3 PROPOSED SECOND FLOOR CZ ATTIC FRAMING 0SHOWING S-4 SECTIONS A- A' B-B' Ln S- 5 SECTION C-C' --� S- 6 GENERAL NOTES AND MATERIAL4 SPECIFICATIONS No. a 00 — `J b _�. Fee 4100 ,ev THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0ppYication for �Bigpogal �§pgtem Corlgtructiott permit Application for a Permit to Construct( ) Repair( ) Upgrade()a Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Ill j>o W b Vic-W W R 1 V& _'ti i0 i'r l-1 N OLAN CL'AVTL—QV'iLLE, MASS. tit PONOVlew CAIZ Assessor's Map/Parcel -Z-Z j cl / v•ZFw L'CIL�tE/1 11�LLB Al) S t Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.S'O�-'!ZS—33 q q Sw LLtVPr- En t IA.�L R1��� 1 d1JG S g -7 PAR-ie-11 Rv6iD e a c>stc-r✓A�Lz- IYl/JSS Type of Building: 'i Dwelling No.of Bedrooms LA Lot Size o a q e Ac sc f#— Garbage Grinder (No Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L4 H O gpd Design flow provided Li l 9 gpd Plan Date 0CtC915R 1, 2.00-7 Number of sheets Revision Date Title S i TO PLA N--P1Z©PosE D s C--ED C u PC-rA&67 Size of Septic Tank /6 CJO Ca-60LL01V5 Type of S.A.S. 1`12 X 3[.,r L.&AC yvyC%A114 &R Description of Soil DAQ1C BR W 5A4,1DY LoAAf.. A, 10 `i R 3/3 a `/ L%S!! BILiV I_y,4M`/ SAWDI t3� 1a -11z s�13 g y�L:1_S'Y 13aw mc- C>: S, 410 cl lorizs/y 9 strzv�� g�t� "7 ,6- Y R s/L 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 Board of Health. Signed Date 10 Application Approved by Date 10—/U ' o Application Disapproved by: V Date for the following reasons Permit No. a'0 V -1 V Date Issued ��'��d 'd 4141 No. a00�"L�CJb ( Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Digpont *pztem Construction Permit Application for a Permit to Construct O Repair O Upgrade(X Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. III PoNp 4113W PRly& Z40IT14 NOLAN CL=NT�:rzVil-LS, MASS% M PONO VIraw DR- Assessor's Map/Parcel Installer's N me,Address,and Tel.No. Designer's Name,Address and Tel.No. 50g-1l L9-3 3 4 y [+ICe &P`� S4LLkVatv &A-4-��- C• t rvc Sally� —r PA R-i& R fZo140 e 6 c_..h t G vs rc-rvi�t e r?ss Type of Building: Dwelling No.of Bedrooms H Lot Size 0,9 a Ae. sq:�— Garbage Grinder (r4o Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L44 0 gpd Design flow provided k4i'1 -7 9 gpd Plan Date OCto8 r=(L 1, 2.007 Number of sheets ( Revision Date Title S 1 TL PLA,N- PRO PoS G D 5CPTI C U Pal'A&G, Size of Septic Tank /.S'c o 61'O'Ll-OA15 Type of S.A.S. 1'22 X 3(�� I..&44 AtHBFs lZ Description of Soil DARK BR S�U/YDY LOAM, A, 1 0.`l R 3/3 : `/aL%SN 1321V 4a4m`/ 541V7y, 6f 10 e/f2 y' L'1 sy 1312AJ iI iD SA/V CI 10YCL s�'/ 9 -5-ti2y`t/G SRN s arvD- P-z . `7 -x Y IZ Vic- - Nature of Repairs or Alterations(Answer when applicable) Date lastinspected: - Agreement: The undersigned agrees to ensure the consfuction 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 Certif�t Cate`of Compliance has been issued by this Board of Health. . Signed _ Date k D Application Approved by Date d—/U—"C) Application Disapproved'by: V Date for the following reasons Per^it Ne. p V f 2 Date Issued— _..�j��(=t1 _<-6 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS " Certificate of Compliance THIS IS TO CERTIFY,that the On-sit j Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( Y) Abandoned( )by I C,K�c/ t✓)A ST �\ at 1 1 Pr N D V IE W (�IZ. CeA—," —h V1 A/;sf has been constructed in accordance O with the provisions of Title 5 and the for Disposal System Construction Permit No. aUaJ� c j S dated Installer Designer SW LLi V,41V RMc-,1/1�V /2IAIC. 1/t/C #bedrooms Approved design flow 01 41 gpd The issuance oft iss ermiit s Ia I n't bueptonstrued as a guarantee that the system will nct.10 a Date (./ / t/ Inspector �� a . / — ,/ r \ No. ''oo�. —L�5 K v Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1wigpont �bp!5tem Con5truchon Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( X) Abandon ( ) System located at k 11 RO tut) V I E w D(Z I Vc , C'ew-reayl L LE , ln,4S5 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this E Date to` to - Approved by �- f Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601. Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form 72-0 0 7/ Date: Ia is o Sewage Permit# 4156 Assessor's Map\.Parcel 2_ 9 a•Z� Designer: /A--'Installer: C C-�O- 7k)C- Address: Address: On to /010-7 -was issued a permit to install a (date) (' staller) septic system at i I i So N D yt cul Dr C&Al-rAwIIL-b based on a design drawn by SwLL,164 Al (address) �/✓Czt��✓`g7 -►ry& I ry,:!� dated lU ` D (designer) l� I 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 the distribution box and/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 any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built signer to follow. iH OF MASS C+ � PETER yGs (Installer's Signature) o SULLIVAN CIVIL No.29733 ADO �F121STV��a�`�� ® SIONA� (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:Healtb/Septic/Desiper Certification Form 3-26-04.doc Town of Barustalc AlffL# �•°f o* Department of Regulatory Services �/ O 4 a ; Public Health Division Date l � MA69 ibfq. � 200 Main Street,Hyannis MA 02601 Date Scheduled _ ® me Fee Pd. ����•_�� i .. Soil Suitability Assessment for Sewage Disposal PerformerBySUj//'y �1 !'7 11 _t-)c.SnC-r Witnessed By: Dt�nno` MD-r-ala4lL LOCATIOl` & GENERAL INFORMATION Q Location Address I Owner's Namne t // %S !/�Q llkr 1�t):VC, ehI"Y!/IL Address pontt VIet4 L' en/�►w,lit, l az4 A �. Assessor's Map/Parcel::0-o29 a-Z4 Engineer'sNam'UL1/'"YtL�i . r�iitaPr'4' .Z7LC NEW CONSTRUCTION REPAIR . Telephoned_�d 3 y Land Use SI�v��c.\ SloPcs(%) 5—ZU[a s`Surface Stones /Ui&g • _ l} Distances front: Open Water Body 4 S i tt Possible Wet Area y 5 it Drinking Water Well 4. t N r� Other Drainage Way So o R Property Line R SKETCH:(Street name,dimensiorn of lot; act locations of test holes&perc.lests,lode wetlands in proximity to holes) ( . o�� ' 4ny7. i �o�' .' g� fi p'Fik Parent material(geologic) S Depth to Bedrock �JO� '/ Depth to Groundwater: Standing water Hble: DP�1 Ce-L Z3.5l Weeping from Pit Face `` -- - Co Estimated Seasonal Higit Groundwater t�in� DETERMINATION FOR.SEASONAL IIIGHVATER TABLE� � r,.• Method Used: 50ff 69bu6 h' Depth Observed standing in obs.hole: - in. Depth to soil mottles: CZ) R!�. Depth to weeping lion side of obs.hole: Ill. Groundwater Adjustment 7 , Index Well q Reading Date: Index Well level Adj.factor Adj.Groundwnter Level— � PERCOLATION TEST pale8- Time i ;30. Observation 2 Tillie at 9" Hole N �— Depth of Pere �, Time at 6" Start Pre-souk Time Q t.� End Pre-soak —= Rate Min.pnch 2, c Site Failed: Additional Testing Needed(Y/N) Site Suitability Assessment: Site Passed Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of tivetland,you must first notify the Barnstable Conservation Division at least one(1)wcelc prior to beginning. Q:I I EALTI I/W PIP ERCFORM BEEP OBSERVATION HOLE LOG hole It Depth Gum Soil horizon Soil Texture Soil Color suil' Othcr 9urlhct;(In,) (USDA) (Munsoll) . Mottling (3truclure,Sllelcs,lluuldcls. v l� q,uDy U-► t_� t0\1K 3 .3 L oav-.r 101l; 51b 4 s 20 12 ou G DEEP 013SE rION HOLE LOG Hole 11 `Z Depth from Soil Horizon sNoi�Texture Soil Color Soil Other Surface(in.) t� DA) (Munson) Mottling (Structure,Stones,Boulders. NE. 0/ cl d 101r (o 3-0 30-13 A' ii .I DEEP OBSERVA' uON HOLE LOG IIolc# Other. o Depth from Sell Horizon Still Texture Sell color Soil Surface(in.) (t� DA) (Munscll) Mottling (Struchne,Stones,Boulders. j Consis cnc InyclL_ jI DEL+'P OBSERVAMN HOLE LOG hole# Depth from Soil Horizon Suil.�Tcxturc Soil Color soil Other Surface oin (t)ODA) (Murrell) Mottling (structure,Slones,Boulders. Cunsislcncy,%Grdvcl) -_ Flood Insurance Rate INaot Above 50o year flood boundary No_ Yes Within 500 year boundary No Yes . Within 100 year flood boundary'Noy` Yes . Do A of Naturally Occurrill Per viuus Material CDoc§at least four feet.of-naturally occurring pervious material exist bi all areas observed throughout the [area proposed for the soil absorption SY06iri7 `4 5 If not;what is Me depth of naturally occurring pervious material? -Ccl tificatio =-l�certrfy that on 1 � (date)1,have passed the snit evaluator examination approVcd by the `Department of l;nviroruuentnl Protection and that the above analysis was performed by me consistent with the r!equired training,expeitiso and experienco described in'310 CMR 1.5.017. +'irl Dalo lb 9 Signature Q:I IGALTI MP/PLCRCFORM r �D NO. Fee_'&_::i--------- BOARD OF HEALTH TOWN OF BARNSTABLE 0(pplitation Ar Well Conotruction Permit Application is hereby made for a permit to Construct (to<Alter or Repair an in di I Well at: Location Address Asses- Map and Par&l &I 7-ero,ar-:- Address Owner _2 Installer.— Driller Address Type of Building Dwelling Other - Type of Building No. of Type of Well V0 /V I/e— Capacity_ Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Coliance has been issued by the Board of Health. Signed --------- Q date Application Approved By--A./ I dat-1 Application Disapproved for the following reaso s: date Permit Nd P I A Issued -. ae BOARD OF HEALTH TOWN OF BARNSTABLE Certifitate Of COMOMC THIS IS TO CERTIFY, That the Individual Well Constructed t-Y,"Altered or Repaired -- lnst4�. 1_7 at A,, has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. —-------- Dated—-----——----------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE 7-0 Y Inspector No. v v Fee 4/ ---------- BOARD OF HEALTH TOWN OF BARNSTABLE Zppiication-*rVell ConotructionPermit Application is hereby made for a permit to Construct (�e Alter ( ), or Repair ( )an indiY 1 Well at: Location , — Address # Assessors Map and Parcel �/i/'c.S C "�TT�=_%Z /�� /d•��_�i�dJ �? r ��nT�rvr�cr� r Owner Address -- -- - -- ----Address — — — — — �--,OeW--�7�3 Installer — Driller Yi e-j Type of Building i Dwelling -— -------------— --- -— f Other - Type of Building------------ No. of Persons------------------------------- Type of Well Ca— 1 C�i � �' — acit �—�'-'--— — "X.P Capacity of Well--- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed - - - — n _ `//� : G! dat'f AA ef Application Approved B PP PP Y w, E l 6 Application Disapproved for the following reason"s: ---- ---- - -- ------- -------- � �1 �� f d date 1 _-- - Permit No. -�- --- Issued-- - -- Td ate -- BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (ComPliance THIS IS.TO CERTIFY, That the Individual Well Constructed ( k `Altered ( ), or Repaired ( ) by .,,�/ Installer AlI gat has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -------------Dated-------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----�`-� / 7-�y —== Inspector-- - — - - BOARD .. I OF HEALTH TOWN OF BARNSTABLE Ivell CCon5tructionPermit No. ,-v —__� ^� Fee , Permission is hereby granted E'to Construct (0; Alter ( ), or Repair ( ) an Individual Well at:No. ' CSC=NT�Iz Y - - --- Street I , as shown 4ont hey p jjli//c diop- for a Wf eIrConstruction Permit '~ No. Dated-- 0 ------------------- --- ---- _ . I Board of Health -._DATE— `� -- O ro T F - i t. N1� I ONE: 508-240-1000 Massachusetts Department of Environmental Management Office of Water Resources 134127 TYPE OR PRINT ONLY . Well Completion Report 1 WELL LOCATION, n GPS.(OPTIONAL)' LATITUDE LONGITUDE Address at Well'Lmati6n W..poy-AALuA g T, scA ,Property .n - Subdivision Name Mailing Address v 1 v C&a 1 (l�t'{_V '�� City/Town B.. City/Town - Assessors Map Assessors Lot#: NOTE: Assessors Map and Lot# mandatory if no street address available Board of Health permit obtained: Yes ❑ Not-Required ❑ Permit Number W ooy I . 'ate,l'ssued 11 `0 2.•WORK;PERFORMED' ;. 3.PROPOSED USE 4. DRILLING METHOD 54 New Well 0-Abandon ❑ Domestic 29 Irrigation ❑ Cable j `(Q Auger ❑ Deepen ❑ Recondition ❑ Monitoring ❑ Municipal ❑ Air Hammer -,,Q Direct Push ❑ Replace ❑ Other ❑ Industrial ❑ Other ❑ Mud Rota -j .❑ Other 5.WELL LOG oC Unconsolidated Consolidated 6.SITE SKETCH (use permanent tandmarks with distances) W Permeability m w 'o From (ft) To (ft) High Low C) `� � a . . Other Rock Type y --10 -7-% k F-yv\-C. X Ne�� 7 WELL CONSTRUCTION ° ; ` 8. CASING .. Total Depth Drilled Z From-(ft) To (ft) Casing Type and Material Size O.D. (in) ttnWell Seal Type. . Date Drilling Complete ^Z CA VV�- `{ wCl�S-�A q x 9. SCREI N. From (ft) To (ft) Slot Size _ Screen Type and Material Screen Diameter 10. 11LTER4PACK/GROUT/ABANDONMENT MATERIAL 11.ADDITIONAL WELL INFORMATION- From From (ft) To (ft) Material Description Developed? [Al Yes El No Purpose Fracture. Enhancement? ❑ Yes [ANo Method Disinfected? LV Yes ❑ No 12. WELL TEST DATA(PRODUCTION WELLS) 13. STATIC WATER LEVEL(ALL WELLS) Yield,\Time Pumped Drawdown to Time Recovery to Depth Below Date Method (GPM)-' (tirsw&min) (Ft. BGS) (hrs & min) (Ft. BGS) Date Measured, Ground Surface (FT) 3 �y PUmp�Ti�pti 1,2'--t' Z. Ms , IZ 1mrnEp -10 'ENO °y ` (0 14. PERMANENT PUMP(IF AVAILABLE) n 15,NAME/ADDRESS OF PUMP INSTALLATION COMPANY Pump Description&ou, �''` ,cfs 15 Horsepower 2 bES11\013D VjSLLUILLVCT Pump Intake Depth ---2- �J (ft) Nominal Pump Capacity 1 (gpm) J� PAVIaER RI) dCLEAK)S M 4ZI-S3. 6. COMMENTS °\�- 17. WELL DRILLER'S STATEMENT This well was drilled and/or abandoned under my supervision, according Jo applicable rules and regulations, and this r9po is--complete and cor o the best of my knowledge. Driller: i ,L. �vmm�� Supervising Driller Signature: Ce �G Registration #: Firm: l �, ��,\� Date: U Rig Permit#: r NOTE. Well Completion Reports must be filed by the registered well driller within 30 days of well completion. BOARD OF HEALTH COPY 0 �n- > Lu 09f o lu u Lu 3 m 0 0 0 0 is LLJ is- 5, LU LLi :STORAGE CABINETS OR LOCK�,F . I CRWL I SPACE I TABL E R ................................. ............ .......... ............ ........ ............................. I ... .......I-----....,-.--..-.--- . I II ------------------------------ --- 11 VERIFY AX 16'-n ALLOWABLE REMOVE EXISTING CENTER COLUMN it VERIFY MAXIMUN SPAN'ALLOWABLE :I IAND S 51,NK F.OLD,ING, PROVIDE NEW COLUMNS, UPPOR lu AS REQUIRED COUNTER W/Co, 0 REP > >: ING �-REMOVE Lu II _ I'l I CRC BRICK' CT, BR r .dl Lu PIER VERIFY EXISTIN6 EXISTING, 0 L)CONDITIONS it Ful ACE 11 Room CL I:I8 ............."'llI, - ---------- �W^11 ----- ----------- -- --- BN L 1 1 .4.- 11 ----- o. C:r,": I DASHED LINE INDICATES DUCSOTWOFRK AT FIT CRAWL EXIST. -ABOVE EDAR SPACE CLOSET 2X4 INTERIOR FRAMING. TYP. Icy e, ..CONCRETE FOUNDATION u WALL: TY P. Cl �n- O L Udddx 1-1L O d 0 pol uo CL ALO z O w u H W u Lu z p O O O _j -0 O IN NEW WINDOW BAL CON:T ABOVE' PATIO PATIO ND ADD DEOOR OPEN.I NGS U 'GRILL ; ., ; n (� '- ow, 18'-01/2elJNEW SCREENED RORGH .4FUTURE aN ODIFY PXISTING Q INTERCHANGEABLE NOT TUB I REMOVE E LnSCREEN/STORM INDOWS& 11'-2' I t I REMOVE. �.I STORAGESHEDm� H .!O _ `t.CRE:E N E D: I;• e ORCH . BY`LOWERI�NGWL�PHEIN T tt� ;GUEST DES IA ON ;BEDRO , Ntaa- ,tattt :OPEN UP CEI13 JJDASHED. QINES UNm1LATE DASHE LINES .AT COLUM S BOOK,. I :SKY 14'=51/2' 2•_7• At �n :CU6 I ITRIM ATI CEIL It�GI INDICATED FRAMED OPEN NG �-s V SAP OK I AT 1' O CASES\\ : AT TA I R i `d - I I I I I' I I I � 11•-2'I w _ __ I. I I I I I I I LLl '—-- — —i --1 I I 1 I I I I I I I KIT H N F.AM:ILY L IVIN.G 1 0 t>, o D I I N ;------- -------R-GI&M-------------------- I I I r 1•I ,: r I. I OPEN UP CEILING. TV ABOVE �� OL O. r i CAB BELOPJi I I I I I I I I I' Zt Z 18'-8' I I 2•-7 1/21 I i _ 21•-6- GU E S:_Ts-E"o, �. U ~o. s ] ----- ----------------------------------- BATH u ,/ ;,1 2" . NNS REF' COUNT I I I I I - COUNTE 1p ,fie i l f. Ire .3 --- Y�Y"`I'�f 4 4 2' 6 S' .r rl rr t/l ABINETS i�i_��I I .¢ NEW -� q I/L . to WINDOW / l 47 - OPEN I N 1/ni. 41 11 W , I .CE 101. CABINETS W D t 14'-5'1/2' c i la7 <..� 6 04 DEN £ o a. LLI o POW ER BACK U T HAL L 1 N _ z 1'-0• W o n O I O I LD OUT I O ENLARGEV / O CORNER EXIST. OPENING Lo I I0 SECOND oz ---- -- ------- ---- -- - -- ------ 0 -4 1 „ w _ Ln u O 3 �0. AI I z O N Lu ac U O 0. z O LL Q � O • LL O O nt n , .> Q n cn z O w 00 o - U L LU Q w l-n U d r Q O AA 1 — CN O O A 4 MAST SR BA MASTER O CN BEDROOM W -1 o Lu CN z rTl • W WU o u ON N f01 MASTER CLOSET 00 LBATH T . GUEST BEDROOI( �' _ _ Lua ll ATEAVElo LLB o o. c ul u o. A1 .2 Z 0 Ln 3 LLJ QC Z 00 0 �_ 4 � U Q 0 SANDWICH RAIL. POSTS BTWN -JSTS/ THRUBOLT p Z 0 W(2) 5/8 M:-B. (TYP) iE CL I 2'Di A. SONOTU BE (L (L PIERS (TYP) Z 51NPSON CAP AND Q BASE CONNECTORS 0. DECK ABOVE 0 _ ......... .... P.T. 2 2X1 O FLUSH : i ( - lL ;O PATIO N DECK ABOVE W. I !r) I -- . . l W._...�._.. —rI - OC _ _ ..__ _ ___ ——•—•—,— i oC 1U P�<.T I O ' -P2'D I A(TY�PNOTU BE_ O O � Q Q EX 8 CHII FOUNDATION 'S'CEENED PORCH ABOVEI ',.I_ -X �. "\ NI PT 2X L l'� 4 -DN SIMPSON CAP AND BASE CONNECTORS �Q :ln SHOWN HATCHED r� ( nU °/V !! i-- — SEE— T _:—.—.I' FUTURE N F-Q C<_) E LLJ r' e `n q IPI RS (TOPOTU E' I H� Kry ul Q LL i� �. al 3-2XIO PT' r O CRAWL, I .rnl _I, 6' Tm b I J ING IUP \� I ll�PT. 2X LEDGER I PT 2XLEDGER y_I I �4 TA1 f �• SEE NOTE. SEE NOTE- L— — — ------ .J 13 _..._...... I I 'rl 0 2'- r ry A _ — V I F Q. CC SS. PANEL:: X � i �I n SEE-PROPOSED-'FIRST FLOOR ' PLAN - VERIFY SUPPORT SEE: NOTE 1 LLJ EXIST. 3-2XIA (TYPY `' 1 REPLACE AT CENTER 13 r'NEW (4) I. .374`X9 1/2-LVL I` —_t �, / r— VIP ii W~ -- (REMOVE EXI$.T COL'U _ 1 I. - W IST ST:I NG BR ICK .PIER ---- --------- ----- - i TO REMAIN "—NEW CXL PT COLUMNS IL r FULL. .. �0 BASEMENT :� I['XI6':XIO•THK - I IOU_ �._ FTG (TYP.2> m .....__..' .. ....... ._...I �- � � I Iln i I I 1\J X 1 I ............ ....... ... iv I FIREPLACE BASE J/ : W EXIST. r m_ SPACE. CLOSET 3 1 2 .�W `I�°r. 2X4 INTER'IOR y FRAMING. TYP: 8 I I I - Z r S CONCRETE I-� w FOUNDATION . - rr 11 X l.'—.C'U.O.N. 731—= /� --- - ZH OF V O.W � . ��. Mgss �ILo� MICHELE ��yG w Q EX 8'CMU FOUNDATION 12' DI A. SONOTUBE. U7 SHOWN HATCHED PIERS (TYP) O CU�IL� n S I MPSON CAP AND O HO• '(34774 �I BASE CONNECTORS r � NOTES: N ul STRUCTURAL 71) X; BEARING PT:sGANGED STUDS <w EQUAL TO BEAM' W I DTH.t':POST') 9fi�/ F� :j z co SPEC; ON SHEET S-4 / NAL GNU O DBL E J.ST/BLOCK BELOW PART'-N'S `,s• - T i i 3 D Q r ie w� _— er —. —4. 1 Z OO.oR PRovLDE 1' -L'k2' Xlo•THK FTG � ` � x ? p�. W/ 3 1/2:'DIA. -LALL:Y `n Qr 0 S/� Z O'W' ATTACH. LEDGERS .OF"SAME DEPTH TO MATCH JOISTS W/ (2) T I MBERL.OKS SCREWS • I G'O/C. U.O.N. O m ui ui (5)ATTACH LEDGERS OF SAME DEPTH TO MATCH V N U JOISTS- W/ (2) TIMBERL.OKS SCREWS * 1.2'01�G SPEC. ON SHEET S-1 S1 Z 0 n LU 04 I0 I O Q p 1 LLI U Z 0 Z (Y :5E Q O W t\ 4-0 0 U0 e-3 F-0 d f =p` U1 u cn 3 2-P.T.2X10 q ----- ------R-�- ---- 4x4 KNEE.. l2) 4 I./4'LVL r p B .HEADER U BALCONY W/SOLID STUDS SCREENED N RACKETS(EA.END) LLl 1 ABOVE ~.�N. I - IN WALL PORCH tF-4 I;� .Z. Q (L Ln NEW 6' HDR.2-2X10 O � U-I. .......................L z Q F- IO' HEADER-(2).9 1/4'.LVL 1 4 2)2X10 HEADER- u Q n� -Ai �. CIO DBLE. JACKS EACH ENDMAX - •- vIL 'd V' r.I im .I O W UU j u; 2,X 106 1 2'O:C:. 2 X I O0 I:G"O.'C. I a �- _ VEIRIFY L.ALLY/ F QJ N DAT I.ON B L0W LLj O - =I ' POST' ABOVE h .... - .. EACH 'END .p { .,� W. vl N�42) i 3/4'.x 14_L.VL .3 •', +tti _�.. / I 1 F- J Uj RIDGE BF -6•' .w (tliu.1J 74-C�✓ Fl j i p '•- 1I I 2- rvI �o Urw X -J 112" ...... - O O 14 5 1`A) OCG E _/ . Wp l 7 UA Of Fi w w fXy ~' i w CIO w 0 . te'-s• I u iLLd � � j—,_j PATIO NDR PORCH �O. -� I] 15'-6 1/4" I ALT. U E . 4'SL.AB ON GRADE v, �C I- �\,SH OF I 3t 2X10 CONT _ e L MICHELE c�Cr CUDILO NOTES: ° No.34774 i*i Z 0Q .� ,. » STRUCTURAL = w A Zw —4 — — �(��_ BEAR 1 NO PT. GANGED STUDS Q' ^ X EQUAL TO BEAM :W I DTH f,' POST') 11 J + ' p LC) ... ) SPEC: ON SHEET S-6 REG/$7EFEp�r1� --� V U) p� DBLE JST/BLOCK BELOW PART'N'3 `� ALF�,)� OI OR PROVIDE 2' -L'X2' -6^XI O'THK PTO J /� N w .W/ 3 I/2'D-IA. 'L,ALLY r7b S2 z o s w o Lu o F ? o. 0 a- a Iz -< 15'-8 0 LL _ N 12'-0" Lu `n in u oo Lu w w I O? Q Q- Ln o o Q H aj 6' HAR: 4-ZXIO -- --- - - 0.U) U Q o ]X:I Q e 16'O/C: AREA BELOW: I � REMOVEEXISTING CEILING: ' ) MODIFY .EXISTING STRUCTURE �y AS NOTED ON P2ILI N CD 1'XB•I:c'O/C �✓ _ of _ . ........._ ............. I......... > f Iz u ZIA\ ' �� /l/ — — — — — — — z' w AREA BELOW. . �'-- ----.._. ......___..... ..-.....- _.....__I ...._ .......__ :.... ._._....-.__ .:._..._ REMOVE EXISTING CE I L I N GR.E MODIFY EXISTING S ASNOTED ON -SZ AREA BELOW PRE-EXIST IN IG 2O NsCON.O92MJRA TER5 .. ----.._-.._.._...._..._....-----..-..-..----------------.� W/2X6 EXIST. CE PA JOITS REM I} Q ._.--. ..__.. ...__....... ..__:......... .................__.. TO REMAIN I,i,J C ^ W m� � I I wZ rr I`r O z �X Iif c< aF MAS Lu MICHELE 0 CUDILO ` Q No.34774 of u� STRUCTURAL ii',�� �Q .W zqI RFcrsrEa��[�`` p/ J JN NOTES: SIONAL.F�'c' -t- C as SPEC.. ON SHEET 6-6 --L/-� T�• z w J W /uV08 3 u NU S3 N' l4, z Q A t1> W I A " 00 0. W ^O V I` �0 L/ T cn U Oe ILI 0. Lu Ll) 4 I- Lij U d U-) u (V v [V O a f Lu F- z U R-30 INSULATION AT'ROOF(TYP) NON-.BRG: ��- �..+i,,.; � - BEAR I NG: FRAME BELOW STRAPPING, •+�\,V F.RAME�.WALL. WITH. DOUBLE. PLATE r 2v ri. R-30 INSULATION_ AT ROOF(TYP.). T*T _ O(0 z " w r ('l' ,'GU ST SEC D-FL GUEST _ OW.B ..HROO HAL BEDROOM 13INSULATI WALLS(T1P) E011_I-. _.-.-. -._._.-.-._.-.. 74.-._.-._.-. •-- --._. -.-.-.-._.--.-.---- - - - LRBa r �V� gLAUNDRY/ B 'ENTRY' DEN/. (� p0 MUDROOM- H OFFICEb) [I Ll ZOQ (�1 :I- t*ice 32 S , _ _------- - ----- - --- -------- ------ (�i�o�joq�Gu In X � k3 G/ _._._._._ V 0 o STAIR BEYOND - V. NU 1�� Z U SHOWN: DASHED 3 2 � SECT I ON C C' S5 z O 6 L a u.l W 00 t\ O LU O. GENERAL NOTES AND MATERIAL SPECIFICATIONS: o Z a FOUNDATIONS 1. Al] workmanship to conform to the requirements of the 4. Timber Framing: U o U) Massachusetts State Building Code, latest edition. a. All new timber framing: Spruce—Pine—Fir No. 2 with i N � 2: For site location and grading information; see Site Fb=1000psi, E=1,3.00,000 psi, or better. , o 3 Plan, by others. b. Pressure treated timber (P.T.): Southern Pine with F- cn 3.: Assumed net allowable soil bearing capacity, q 3000 Fb=1300 psi; E=i,600,000 psi, or better. �w co u w psf, for a medium sand/gravel composition; Other soils c. Laminated Veneer Lumber. All L.V.L. shall be 1.9E L.V.L. -��- p a_ encountered contact the Engineer of Record. wLn ith Fb=2925 psi, E=1,900 ksi, Fv=285 psi, Fc�er =750 psi, w� > �i 4: Concrete: Minimum 28 day strength f'c = 3000 psi, 3/4' Fc_par =3035 psi. Par.allam (PS;L): All PSL shall be min. w Q Q h- w aggregate, designed per American Concrete Institute Code, 1.9E ES with Fb=2900 psi, E=1,900 ksi, Fv=285 psi, �`Q Ln p latest issue, m slump = 4''. Fc�er=750: psi; Fc_par=2900 psi. Notre that Microll.am and � Anchor bolts ASTM A307 galvanized, min. 5/8" diameter, Parallam may r used interchangeably. a. , C 12 long, w/ 2 1/2 hook in concrete piers 1. Deflection Criteria: L/480 Live Load, L/360 Total Load 2. Optional:- Provide shop drawing submittal of engineered � tems for approval prior to materials purchasing. FRAMING lumber sys 1. All workmanship to conform to. the requirements of the 5. Metal Connectors: o Massachusetts State Building Code, latest edition. As manufactured by Simpson Strong—Tie Co shall be . 2. Structural Design Loads: handled and. installed per manufacturer requirements., with Dead Loads: Actual Weight of Building Components all nail holes filled; with the size nail as specified by "a Live Loads: Snow Load = 35 psf (plus drift) with mfg.r. or, herein.. j applicable reduction a. Rafter .to Ridge Beam: Simpson LSSU—series w ATTIC Storage 20 psf b. Rafter ends to top plate: Simpson H2.5A j "' Living Floor 40 psf 6. Bolts: Sleeping Floor 30 psf Bolts in wood framing shall be standard machine bolts unless Decks and Balconies = 60 psf noted otherwise. Bolt holes in wood shall be 1/32" larger Wind Load: = 21 psf bolt diameter. Bolt heads and nuts shall bear on 3. Structural Steef: (as required) standard malleable iron washers; or square plate washers a. ASTM .A572 Grade 50; shop paint with rust inhibitive All nuts shal be retightened at completion of job. paint. Thru—Bolts; ASTM A307, 1/2 diameter; punched holes: 7. Blocking: 9%16 diameter. a. Blocking shall be solid blocking, 2x minimum, and full b.. Welds: Shop weld cap and base plates to columns; shop depth of member. b. Stud''Walls; provide blocking .at. 8'-0" o/c; maximum, o weld bearing plates to beams; use E70xx electrodes.. height. a,,W Alternatively, field weld by certified welders. e. Deflection Criteria: L/360 total load deflection.. c. Nailing ,Schedule: „Z Solid Blocking to Bearing 2-8d toenails ea. side; U1 L1 Z Blocking Between Studs. 2—IOd toenails ea W . end, m J or 2-16.,d end—nails ea. end Z 8. Nailing Schedule: ��NOFMA,gp Alf nailing shall be in accordance with Appendix 120..Q, cy 0 unless. noted herein specifically. _�' �tcNELE Gs� l Multiple. Studs 16d ® 12" staggered Z cuDIu� � V wN a. All nails shall be common wire nails. �� 347 R�� N W9 54N b. Sub—bore where; nails tend to split wood. ST�uCTu �r ►JZ ao 9. Headers less than 4'-0", use 2-2x6; all others per MA p F�c�� Z �J Z�. sc srE State. Building "Code Table 36fl6R?-6:.. Sp/L; 5(1) ��11��,, �� 1, V11-1131p-, OW ' S7*41 n ¢ �'/c r/J 0/ 7��. PL (c? ALL r 7 3 `� U Nv -re) -4-Is $Goc�t1 S6 LOCUS ADDITIONS&ALTERATIONS WALSH RESIDENCE L O N G P O N D111 POND VEIW DRIVE CENTERVILLE,MA 02632 \ ppr(Syj 06/"Y WATER LINE O LOCUS MAP / — — GOB Scale., N.LS FLOATING DOCK (^� 28/ 30' / —_._— — � PATIO \ \ \ 32 34 G\ PROPOSED DECK \\ ` 36 FENCE(TYP.) \\\ \\ \ \\ \\ 40 — THE IISOVER -' \ \ 28 \ GRILL \ ,, 42— .JL \.\\ \\ \\\ '. \\i \` &ASSOCIAT R.ES 1�.tTES ARCFHT CTURE ` CK ROA CATAUMET,MAE 02534 D \ \ 508.564.4656 www.davi8rmaclean.rnm / � 1 \ \PAVED PATIO 1 \I \32 1 / / I / STONE WALL l I / PROPOSED BALCONY I / I I 1 . I 1 G l 1 / EXISTWG GARAGE I 42� / /• i 40 i / 1 / BITUMINOUS 1 DRIVEWAY _34 I LAWN I \ 38/ \ --— \ FENCE \ REVISED: \ — 38 ISSUED: n Nov'10 PROPOSED SITE PLAN SCALE:1132"=1' 0' PROJECT NUMBER:2010/5 w cr na p DEF, D Site information taken from EXISTING CONDITIONS SITE PLAN PREPARED JSK RM FOR 111 POND VIEW RD,CENTERVILLE,MA as shown on site plan prepared NORTH ��►/by BEAUTIFUL LANDSCAPES BY DESIGN. dated 19 NOV.2008- P O N D V E I V Y D R I V E 0' 16' I I 1 .1 :, ADDITIONS&ALTERATIONS WALSH RESIDENCE 111 POND VEIW DRIVE CENTERVILLE,MA 02632 EXISTING DECK I I FD D -------- — — _—__—I--- ————— --__I ❑ ❑ ❑ I I I I ------- ❑ I � ` I I 1--L L--------------------- L i ` DAVID It.MACLEAtN I I MASTER BED I __ &ASSOCIATES ARCHITECTURE I ( I I Y I H 1 (BED 1) I 78 SCRAGGY NECK ROAD I I I N I I I I I I J 1 I I I I III CATAU MET,MA 02534 MCHEN 1 II I I w l Y I I I 508.564.4656 —da idrmaclean.com I M II I I N I II I I I II I I DINING N I I I I H I I w l II I I I w I I N I II I III I I III II III III O I I N I I w l I NI I Y II I I N I II I LIVING III I I II I I II I II I III I I I II H I D BATH I I II I I II I II I I -- I I ---- D II I I II I II PANTRY BAR REMOVE DOORS 8 DOOR JAMB REPLACE w/CASED OPENING I BED 3 I BED 2 I III I I I I I BATH FOYER III I I I I I II I I I I I I I I I L COVERED PORCH ` � I Ldl----------\'o-----------0�------------�j REVISED: ISSUED:17 NOV.'10 EXISTING FIRST FLOOR PLAN SCALE:1/8'=1'-O' PROJECT NUMBER:2010/5 DEF'JSK I DRM Npw MD0' 4' 0.1 ADDITIONS&ALTERATIONS WALSH RESIDENCE 111 POND VEIW DRIVE CENTERVILLE,MA 02632 ----------------------------------------------- I � I � I � I � I I ---- I I I I I I I I I I I I I I I CRAWL SPACE LAUNDRY U U DAVID R.MACLEAiN &ASSOCIATES ARCHITECTURE UNFINISHED BAMEN'T 78 SCRAGGY NECK ROAD ---------- GAMEROOM ------------ \ CATAUMET,MA 02534 508.564.4656 wuw.daviNmackan.com I I B III - - F�j.p- EMOVE III ...:r." &DOOR III III CRAWL SPACE BID 4 III III III � vl III I I I I f I I I I I L L--------- -J REVISED: ISSUED: 17 NOV.'10 EXISTING LOWER LEVEL PLAN SCALE:1/8"=1'-0" PROJECT NUMBER:2010/5 DEF,JSK I DRM 0 4 M D 0.3 L 17'-0 1/2't 4(Ya 114*t 17'-11"t L ADDITIONS&ALTERATIONS 5 IA' (EXISTING) (EXISTING) (EXISTING) L L 4'-0 314" 7�r 4'-10 114' L 4�O 3/4' WALSH T91/2* RESIDENCE C I I I POND VEIW DRIVEENTERVILLE,MA 02632 RIDGE POST POST POST POST LINE OF ROOF GRANITE STEP OVERHANGABOVE— WOOD STEP ---------------- I ------- /-3 PE EDGEBAND MITRED CORNERS ;H It EXISTING DECK o D ------------ GRANITE STEP-/ I I I 2 SKYLIGHT EXISTING FRENCH DOOR ABOVE E� �-LINE OF CEILING BREAK ABOVE --------------- BED I III III L DAVID R.MACLEAN III III III II &ASSOCIATES ARCHITECTLIRE KITCHEN LINE OF EXISTING DROPPED III BEAM ABOVE.ITYP.) 78 SCRAGGY NECK ROAD I LIVING CATAUMET,MA 02534 508.564.4656 IEXISTING I HUTCH PROPOSED 1/2 COL.(TYP.) III IN III III II 6 I I EXISTING STRUCTURAL POST .2 I 3 D B —L A4WO R F-G NEW WHITE OAK LANDING U III O EXISTING STAIR LOCATION LINE OF ROOF OVERHANG ABOVE,ITYP.) PANTRY BAR NEW CASED OPENING TO REPLACE EXISTING FRENCH DOORS OFFICE BED 2 A LLL L L------ -------------- Bpy � COVERED PORCH—B�R OF CEILING EAK ABOVE EXISTING COLUMN GENERAL NOTES. F--= NEW CONSTRUCTION 1.REVIEW ALL DETAILS&DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION REVISED 2.ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. ISSUED. 17NOV.'10 3.3 3.MATCH &PATCH ALL EXISTING TO PROPOSED CONDITIONS AS REQUIRED PROPOSED FIRST FLOOR PLAN 4.FIELD VERIFY ALL DIMENSIONS. SCALE 118*-1'-0' PROJECT NUMBER:2010/5 21T-6 3/4't 26-8't I5'-2*z (EXISTING) (EXISTING) (EXISTING) ( ITT DEF,JSK DRM NpRTX 01 4- A 76-134% (EXISTING) INTERIOR DOOR SCHEDULE ADDITIONS&ALTERATIONS NOTE: DOORS TO BE PRE HUNG w/OIL RUBBED BRONZE BALL BEARING HINGES(MATCH EXISTING FINISH). �`_ 4 5/8'PRIMED DOUBLE RABBITED JAMB U.N.O..NO CASING SINGLE BOAR UNLESS OTHERWISE NOTED(REV,.1 ARCHITECT),FIELDVERIFY ALL DOOR SIZES. 1A�l■J H RESIDENCE SIZE MNFCTR. FRAME DOOR TYPE PRODUCTU HARDWARE NOTES DRI VE VE DVEI D 1 2'-6'x 6'-8' T.B.D. HINGED(RH) 4 PANEL(TO MATCH EXISTING) T.B.D. PRIVACY LOCKSET(TO MATCH EXISTING) w/TRANSOM TO MATCH EXISTING 111 PONCENTERD VElLLE, VE 2 2'-4 x 6'-8' T.B.D. HINGED(RH) 4 PANEL(TO MATCH EXISTING) T.B.D. PASSAGE LOCKSET(TO MATCH EXISTING) 02632 3 2'-6'x 6'-8' T.B.D. HINGED(LH) 4 PANEL(TO MATCH EXISTING) TB.D. PRIVACY LOCKSET(TO MATCH EXISTING) 4 Y-4'x 6'-8'(PR) T.B.D. HINGED 4 PANEL(TO MATCH EXISTING) T.B.D. (2)DUMMY KNOBS(TO MATCH EXISTING) WITH BALL CATCH 5 2' T.B.D. HINGED(RH) 4 PANEL(TO MATCH EXISTING) TB.D. PRIVACY LOCKSET(TO MATCH EXISTING) w/TRANSOM TO MATCH EXISTING 6 5'-0'x 6'-8'(2 PR) T.B.D. BI-FOLD 4 PANEL(TO MATCH EXISTING) T.B.Q. 4 PULLS(TO MATCH EXISTING) PULL TO BE CENTERED ON MIDDLE RAIL(SEE INTERIOR ELEVATION) 7 2'-6'x 6'-8' T.B.D. HINGED(RH) 4 PANEL(TO MATCH EXISTING) T.B.D. PRIVACY LOCKSET(TO MATCH EXISTING) NOTE: HINGE DIRECTION IS DETERMINED w'ONES BACK TO THE 28'-1 3/4't HINGED SIDE OF FRAME RELATIVE TO DIRECTION OF DOOR SWING. (REVIEWw1ARCHRECT) ZINC COATED COPPER 5 SCUPPER BELOW 1 m. 1 x 4 IPE DECKING BLIND 4 FASTENED TO P.T. 2X SLEEPERS ON SARNOFILL RUBBER ROOFING POST BELOW Ow.) R= ASPHALT ROOF SHINGLES 8 TO MATCH EXISTING 1 (2)MULLED VELUX FS M06 SKYLIGHTS I — -� L --- LINE OF ROOF BELOW &ASSOCIATES ARCHITECTURE MASTER BED \ / LINE OF FINISHED 78 SCRAGGY NECK ROAD -- 1 (BED 4) I NEW D.H. WALL BELOW NEW MA 02534 I I WHITE OAK=LOORING WINDOW 500.564.4656 TO MATCH EXISTING I LIGHT MONITOR ww dwidmscieen.0 'o ABOVE r I I --I-- WOOD TRELLIS O J ABOVE I ---- SOAKINGTUB E.O. E.Q. 3.1 --- HE F - 2 1t I I KING -- _, _ -----' 3 GLkSS0 WHITE OAK FLOORING / Z TO MATCH EXISTING -_-_ zr °y"j 10'-8 V4' 1'- •3 4' - t _ - SIZED FOR BOSCH COMPACT STACKABLE WID - CLLISET 2 1 - J o 31/Y 2L 8'-91/4' 1-it' WHITE OAK STEPS TO MATCH 3 I 3'-31/2' _'_ Y - I D I EXISTING FLOORING =#iL a 4 m a E BUILT-IN DRESSER I _ 5 [�7g QUEEN LINE OF ROOF _____________ �Il�P �ff r _ OVERHANG ABOVE, c _ I - - r NEW WINDOWTO ' - --i-- BED 3 MATCH EXISTING I LIGHT MONITOR ABOVE J j 3.1 Wow__ - - ti -a LINE OF CEILING fl WHITE MATCH EXISTING _ 1/ B --- BREAK ABOVE.RYP.)J ALIGN w/EXISTING SHED /\\ DORMER ENO WALL m i \ \ I GENERAL NOTES: '-=-=--='=-- 1.REVIEW ALL DETAILS 8 DIMENSIONS WITH NEW CONSTRUCTION ARCHITECT PRIOR TO CONSTRUCTION REVISED: m y 2.ALL DIMENSIONS ARE TO FACE OF FRAMING �n u� UNLESS OTHERWISE NOTED. NEW RC SHINGLE ISSUED:17 NOV.'10 ROOFING(N.I.D.) 3.MATCH&PATCH ALL EXISTING TO PROPOSED ( CONDITIONS AS REQUI RED PROPOSED SECOND FLOOR PLAN "—ZINC COATED COLUMN BELOW(TYP.) 4.FIELD VERIFY ALL DIMENSIONS. COPPER SCUPPER(N.LC.) SCALE:118'=V-0' LINE OF ROOF BELOW RADIAL TRELLIS ABOVE(N.I.C.) PROJECT NUMBER:201015 1 x 4 IPE DECKING BLIND FASTENED TO P.T. E 2x SLEEPERS ON SARNOFILL DEF,JSK DRM 3.3 RUBBER ROOFING(N.I.C.) L O' 4' 28'-6 14't (EXISTING) 1 .2 ADDITIONS&ALTERATIONS WALSH Za-,34'z RESIDENCE 1 3/4' (FRAME ABOVE) 111 POND VEIW DRIVE 1 374' 31-11' r-r C-10 V4' 7ra' 3°-11' CENTERVILLE,MA 02632 PIER PIER PIER PIER PIER PIER GRANITE STEP! STAIR FOOTING PROPOSED 8"0 CONC.PIER va!24'0 BIG FOOT CONC.FOOTINGS ON 6' CRUSHED STONE BELOW -- \1-------L�\---- ------- ® -- 1 PIER I I w PIER / �/ PIER LINE OF DECKABOVE I � I 9 � I 1v � w v I ALIGN � � w -- - r - i I , I I CRAWL SPACE s'-s U DAVID R.MACLEA\ LAUNDRY &ASSOCIATES ARCHITECTURE I 7aSCRAGGY NECK ROAD a • ,_ ; CATAUMET,MA 02534 U 508.564.4656 A www.eevid--dean—m 3.1 I I I B O Fwl D a UNFINISHED B7�EMENT F GAMEROOM r` NO WORK B III tl •...,; :. %... a .. .. <.° -«: = a ..a:. - III III CONCRETE AREAWAY III III CRAWL SPACE EXCERCISE ROOM D 3.1 III III -.- III � I I I Z z I N GENERAL NOTES: m 1..REVIEW ALL DETAILS&DIMENSIONS WITH NEW CONSTRUCTION ARCHITECT PRIOR TO CONSTRUCTION 2.ALL DIMENSIONS ARE TO FACE OF FRAMING REVISED: — — — — UNLESS OTHERWISE NOTED, ISSUED:17 NOV.'10 3.MATCH&PATCH ALL EXISTING TO PROPOSED CONDITIONS AS REQUIRED PROPOSED LOWER LEVEL PLAN 4.FIELD VERIFY ALL DIMENSIONS. E SCALE:1/8'=V-0' 3.3 PROJECT NUMBER:2010/5 DEF,JSK DRM ol 4 O 1 .3 ADDITIONS&ALTERATIONS WALSH RESIDENCE 111 POND VEIW DRIVE CENTERVILLE,MA 02632 5 VELUX VSE M04 SKYLIGHT MULLED TO VELUX FS M08 SKYLIGHT 1 LLIGHT " TRELLIS,PTO- Sim. % MONITOR? 4 ALIGN w/WALL tt //i / PHAROS CEILING FAN BEHIND FROSTED GLASS TRANSOM 2 tl2'GWBISC ALIGN FINISHED ALIGN SURFACES y� 4.*�} W TO MATCH HEAD CASING DAVID R.MACLEA` - - &ASSOCIATES ARCHITECTURE WALL SCONCE TRANSOM TO MATCH EXISTING - - 78 SCRAGGY NECK ROAD SHELVES SEE Afi.i EXISTING AWNING WINDOW ' CATAUMET,MA 02534 SIM. MIRRO / DOOR&CASING TO MATCH EXISTING 508S64A656 70 R www.tlavitlrmaclean.mm DOOR 8 CASING TO MATCH EXISTING _ WAINSCOTING MASTER BED . 12'GWBISC� IL MASTER BATH MILLWORK FROSTED GLASS g& MILLWORK - A4,1 1 V2'WOOD HANDRAIL WAINSCOTING,PTD. VANITY MILLWORK HEADBOARD _ &END TABLE �El UP-LIC 1 7 0 4. 6 4 3 OPEN TO // g 12'GWBBC 3 LOPEN TO PROPOSED 12 COLUMN(TYR) EXISTING STAIR DINING STAIR9�1 LOCATION LINO WORK EXISTING HUTCH 1 KITCHEN LNOWORK� HANDRAIL BEYOND SHELF WAINSCOTING NEW LANDINGE] EXISTING STAIR NEW CONSTRUCTION LOCATION BEYOND NEW LANDING REVISED: ISSUED: 17 NOV.'t0 PROPOSED SECTIONS SCALE:1/4'=1'-0' C-C SECTION B-B I PROJECT NUMBER:2010/5 DEF,JSK DRM 0' 2' A 3.2 ADDITIONS&ALTERATIONS WALSH RESIDENCE 111 POND VEIW DRIVE CENTERVILLE,MA 02632 EXISTING ASPHALT ROOF SHINGLES STAINLESS STEEL ' CABLE(N.I C.) L - - - � IGHT MONITOR - STANDING SEAM COPPER ALIGN GINS SOFFIT TRELLIS,PTO. ROOFING(N.LC.) _ _ w/BOTTOM OF - - - ------- Sim. HEAD CASING - 4 4. A4.1 A4-'1 RADIAL TRELLIS(N.LC.) TRIM TO MATCH 1!2'GW67SC� EXISTING(TVP.) y,� ADJUSTABLE WOOD DAVID R.MACLEAN SHELVES,PTO. SASSOCMTESARCHRECTURE 1 z 4 IRE DECKING(N.LC.) / 78 SCRAGGY NECK ROAD CATAUMET,MA 02534 STAINLESS STEEL RAILING WC SHINGLES(54 T.W.) NEW DOOR(N.LC. \ EILI 508.564.4856 TO MATCH www dtl jdrmaclean.mm oaSTING(N.I.C.) MASTER BED \.EWRADLAL 8 2 BALCONY(N.I.C.) DO TO / 0 TO MILLWORK HEADBOARD MILLWORK T MILLWORK L-IN WAINSCOTING,PTD. 8& NEW BALCONY - El Ell I ------------------- DOORS TO MATCH EXIST. SEE DWG.A 3.2 FASCIA TO MATCH &ALIGN./EXIST. NEW POST NEW COVERED PORCH 2 3 EXIST.FRONT PORCH NEW CONSTRUCTION REVISED: ISSUED:17 NOV.90 SECTION E-E PROPOSED SECTIONS SCALE:1/4'=1'-0' PROJECT NUMBER.201015 N I eaw DEF,JSK DRM ol 2' A 3.3 O T-.H.-I tm1.. 3b. I W Ot "t i^i.- 2 Et .3tf.41 ko►� ••••: .�3 DARK BRowN SAND`/ G �• � r p LOAM 10YRf3 , O LOAM •0 �•• Br YF-CISH BRN LOAMY YEt_:151A BRN LOAMY ° •'• •b F - •• sP.ND IOYR Sf8 a,r SAND 10YR /5/$ �o � • .:o 0 NW S© •gyp_ zo F Psu hYEt_'IS14,?aRta"le-D..sA,ND YF.t-ls" B%zt4.M6C),SAND u +!`l �' BM••' ° oN0 C.t S,0mv.FtNp.S IAYR s/y „ 0 9oi\nEr-INas toYRs/v •'.. .� .•�' �-- ..\� ••,1.. NG C.Z STi�ANGeRN COA+R:3E t 'ut `.LASS 1 t%AA`TSRI^ - ,c e . i i„ LD 2 7a �e�� r.� Yrz 0�9 , Pon LOCUS ' 2 , . GROUNDwATEft a'") !3t U _ I •� ••r Elev. 120 CLAe'+5 1 MATE12tAi._ P�.RC No, t'}-11951 � ��•: �AT•E.: q/Iq Ir47 � i �• I1\. •�.. � `�� �N•• Kn NO CrRouN'I?wATEt� ta�.F�-rN t 3Ei a a: �". .� •n; L65,r; -T'HAN *;I. MIN/INCH to 6 •„ --- BY; 3'g1•it4 010EA rc 1.1. ," •r• +�f a • a�iat'y � • ^...- 'SIILt•..1VAt•� EfIGINEs..lia.I�INCr tNG• � ( M � .� _ 1lGt'T•NI`>•�,£,: C?° NttORANDt,,T.O.t3. y � '� : . s LOCUS PLAN \ \ \ Pump Power&Float Control " ' \ Cables Installed in Accordance Precast Pump Scale; I = 2000 With Local Bldg.&Eiec.Codes Chamber Assessors Ma 229 Edge of Pond :�::a ,.;•y P / / o•qa Ae \ Parcel 026 �� 2°°0 Sch.40 PVC to Groundwater Overlay 1/2 0Ga1v.PippeFor/ District*AP y a, Float Support�I D-Box ta - 4'0 Sch.40 PVC - / From SepticTank 24"0 Opening Above o� 8°-2° For M.H.Ftnme w .4 Cover . � NOTES Q�o°0� \' \ PLAN I. Water Supply For This Lot is Municipal Water. 3Dc a�Y„� 2.Location of Utilities Shown on This Plan Are Approx. ,r, At Least 72 Hours Prior to Any Excavation For This 36 ` •p-fI Project The Contractor Shall Make The Required Notification to DI G SAFE-1-888-344-7233. 3g� \ -ftj / 3.The Contractor is Required to Secure Appropriate ` ,--�� n�o-t Permits From Town Agencies For Construction �0 yw E.XtS t ttdG 5rs cn tc L eACt4 FITS(t) 'To Defined by This Plan. \ �QJ D N PUt A'wo Qr fr11_La C)wrrH C,L.iZ. N 4°10 Sch.40 PVC Finished 4I"nstall Risers as Required to Within 6"of Finished \ \ 1 0 N tvcA� taAL From SepticTank Grade Grade. 2 \ / ?`��`�� o n .,,,,: ��w .,,,_: 5.AlI Structures Buried More Than Three(3°)Feet or- 0 \ GO •� �'' N '' +o ¢:6 2'Min. Subject toVehicularTrafficistobeH-20Loading. X. Y X to Galy. ;M Cover. 6.Septic System to be Installed in Accordance With z �► O Conduit Thru Chamber Choi n 310 CMR I5.00 Latest Revision And The Town of � Q � For Power a Float heE Emergency Storage Cables a 0 Barnstable Board of Health Regulations. o \ s Volume 440 gal• P 2'0 Sch.40 PVC 9 `A u Inv31.40 to D-Box 7. All Piping to be Sch.40 PVC. Alarm on 29,77 A N " S.Depth of Inlet Tee Below Flow Line: IO"Min. V. ` � �~ W. �' Pump on 29.27 Mercury Float Weep Hole-1/8 0 A/ 0 O Switchs 3 Re d Depth of Outlet lee Below Flow Line !4 Min. Q O l 3k q° With Gas Baffle. -"� o -I/ Pump off 28.27 Check Valve 9.Wherever Sewer Lines Must Cross Water Supply Lines, P oQ \ Secure Pipe at Top 8 Both Pipes ShalI be Constructed of Class150Pressure 42 5� P �/ p Gate Valve ri -cotGJO o ' Bottom of Chombe: ;. __ Plpe 9 Shall Press re Tested toAssu sertights�s.p ,� Bottom Etev. 27.t5 q r-6°°Washed Stone Min. SECTION 9 I/2 HP Pump,Myers or DESIGN DATA t \y�� (IOOOGALLON) Approved Equal, �-' PUMP CHAMBER DETAIL GarbageNo single Family Grinder r Bedroom Not to Scale Daily F ow, I10 x 4 =440 gpd Septic Tank 440 gpd x 200%=880gpd 11�4n i3o Use a 1500 Galion Septic Tank. @ i / -, LEACHING AREA A 440 gpd/0.74=5q5 s.f.Required I � o �" _ - Sidewall=2 x 96.66 = 193 s.f. O .00 �i� `� 648 s:ATotallPr8 ded.5.5?455 TOPC�GRAPHtC 1NFOI-kMAMoN -rAKMN �� `a• LEACHING CHAMBER DESIGN tea, Z DWI Vent Connect to Exist.Hous All Pipes to be Schedule 40 PVC.Use 4 0 Galion Sewesl2 Location -50Leaching chig-Chambers Ina VIEW F . . Washed Stone Show Top E1.34.20 t 31.75 ° 33.40 -Ar Sot.E1.31.20 i' 1500 Gallon IPOu0t0 Gallon SepticTank Chomber 33.20 51 Q� " Lake Level El.26.2 Bedding as Per Title 5 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 1 C..VO' l z.$3° / Not to Scale PLAN VIEW � OFAfA Scale:1 30' o`' PETER yGw o SULLIVAN c' CIVIL Floieh No.29733 Oracle e ii • � �F G�� d a Flit y or Fabric �- Compacted Flit 81tlltl$ p a aN pea Stone M a L. .hing SITE PLAN N Chamber A- W shedil/2°aoubl. PROPOSED SEPTIC UPGRADE JUDITH NOLAN �.• 2v.3s` tH-20) 111 POND VIEW DRIVE -� CROSS SECTION OF CHAMBER--:NOT TO SCALE C ENTERVI LLE , MASS. f PARTIAL PLAN SCALE: AS SHOWN DATE :OCTOBER 1 ,2007 4 Not to Scale SULLIVAN ENGINEERING INC. OSTERVILLE , MASS.