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0318 AMES WAY - Health
318 Ames Way Centerville A = 170 057016 9 AMP I, E 1521/3 ORA 10% P2 r: r' T i f r �� I i �,o- f CS .� I '� k ,; �; 4 E Health Master Detail Page 1 of 1 r� s e s y n. -Z z... Logged In As: TOWN\miorandd Health Master Detail Monday, March 26 2018 Application Center Parcel Lookup Selection Items Parcel Septic Perc Well Fuel Tank Parcel: 170-057-016 Location: 318 AMES WAY, Centerville Owner: AQUINO, FRANCISCO D &FERREIRA, NIVIA M I Business name: Business phone: Rental property: ❑ Deed restricted: ❑ Number of bedrooms Contaminant released: ❑ Fuel storage tank permit: ❑ Save Parcel Changes Return to Lookup j Parcel Info Parcel ID: 170-057-016 Developer lot:LOT 43 Location:318 AMES WAY Primary frontage:104 Secondary road:SEAN'S CIRCLE Secondary frontage: 143 village:Centerville Fire district:C-O-MM Town sewer exists at this address:No Road index:0027 Asbuilt Septic Scan: 170057016_1 Interactive map 170057016_2 � . Town zone of contribution:WP (Wellhead Protection Overlay District) State zone of contribution:IN Owner Info Owner: AQUINO, FRANCISCO D & FERREIRA, Co-Owner: NIVIA M Streetl: 157 LUMBERT MILL ROAD Street2: City:CENTERVILLE State:MA Zip: 02632 Country: Deed date: 12/22/2017 Deed reference:30984/175 Land Info Acres: 0,37 use: Single Fam MDL-01 Zoning:RC Neighborhood: 0105 Topography:Level Road:Paved Utilities:Public Water,Gas,Septic Location: Construction Info uilding No ear Buil Gross Area Living Area Bedrooms Bathrooms 1 1979 2528 1352 12 Bedroomsl Full-1 Half Buildings value:$114,900.00 Extra features: $23,700.00 Land value: $108,400.00 http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=170057016 3/26/2018 3/26/2018 318 Ames Way,Centerville,MA 02632 1 Zillow a d LIST FOR RENT SAVE SHARE 0 HIDE MORE - U EXPAND X CLOSE G . scrra Public View Owner View Massachusetts Barnstable 02632 Centerville 318 Ames Way 4 01 S f� 1 33 : r IMP �" m 1; PA 7 9-5i' /y Home Shoppers 1"g p t 318 Ames SOLD: are Waiting t $296,000 Sold on ! R ���� 12/22/17 ! Ask an agent about market i i conditions in your , Centerville Zestimate neighborhood. MA 02632 $299,980 V, 20K . 2 beds • 2 baths • Your name EST. REFI — 0) 1,352 sgft PAYMENT i r � Phone °ts c� Est. Refi - Email Payment: I own this home and would like $1,175/moan l ; to ask an agent about selling 318 S�'®�� 4y` Wt See current �= r Q ' rates Contact Agent I + s Or call S08-938-6369 for more info � K Note: This property is not = currently for sale or for ° rent. The description below may be from a p previous listing. Spacious ranch style home ready for a new owner. Nice home in a great https://www.zillow.com/homedetails/318-Ames-Way-Centerville-MA-02632/108613607_zpid/ 1/1 Town of Barnstable RECEI MFILL : 200 Main Street, Hyannis MA 02601 508-862-4038 9��8D Mp't A1� Application for Building Permit Application No: TB-18-830 Date Recieved: 3/22/2018 Job Location: 318 AMES WAY, CENTERVILLE Permit For: Building-Addition/Alteration-Residential Contractor's Name: C & F REMODELING INC State Lic. No: 153792 Address: 20 CAPTAIN NOYES RD., S. YARMOUTH, Applicant Phone: MA 02604 (Home)Owner's Name: AQUINO,FRANCISCO D& FERREIRA, Phone: NIVIA M (Home)Owner's Address: 157 LUMBERT MILL ROAD, CENTERVILLE,MA 02632 Work Description: New 2 Story Garage addition with new front and rear bump out nd internal remodeling Total Value Of Work To Be Performed: $52,300.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). 1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: C& F REMODELING INC 3/22/2018 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $52,300.00 Date Paid Amount Paid Cheek#or CC# Pay Type Total Permit Fee: $316.73 Total Permit Fee Paid: $0.00 THIS IS NOT A PERMIT' . t d& jim e 2 71-n ! O r �Town of B7n # D r stabie Department of Regulatory Services J • Public Health Division Date l �trxereet$. } i6 200 Main Street,Hyannis MA 02601 tfD IMF ° / IS), -- PO Date Scheduled /� / t/ 'Time Fee Pd. 1 , of Sul ability Assess�neni i for Se e Dispo - Performed By: Y� Witnessed By: i LOCATION& C,rENERAL INY''ORM[ATION Location Address �S ��f(�u Owner's Name �WV(((� Address ��-1��.. Assessor's Ma /P feel '�® ® ', Engineer's Name M @. e p / r' 1,� NEW CONS11ZU�TlON REPAIR '` ' Telephone Land UseZentrAv *es(s'o) ' Surface Stones Distances from: ripen Water Body. .2 O0 ft Possible Wet Ada 7 ft Drinking Water Well ft i Drainage Way '>f D 6 ft- Property Line �I U ft Other ft SKETCH:(street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) r93 NO XT.3 I , ' I ' /V . Parent material(geglogic) ( �"'r ��'"' f i Depth to Bedrock A 0 N Depth to Groundwakdr. Standing Water in Hole:• 139 1 Weeping from Pit FAee 22 er ! Estimated Seasonal It-ligh Groundwater / � DtTERMINtTION FOR SEASONAL HIGH WATL+'R T"LE Method Used: ! io. Depth to saU mottles: 1n• Depth Cib�erved standing in obs.hole: ip, ©t0ulldti•' t dJustineot �t Depth toiweeping from side of obo.hole: A f.�etoC Adj.f�raundwater].eVel.,,,,e ZZ Index Well# Reading Date Index Well level PERCOLATION TEST • Date_._ ___ Tl»e Observation I I Time At 91, �'1Y.. ` Hole# r i ��tl Time at 6" -- Depth of Perc i X? I Time(9"-6") Start Pre-soak Time.@ End Pre-soak Rate MinJlnch Site Suitability Assessment: Site Passed X. Site Failed: Additional Testing Needed(YIN) Original:.Public l.e$lth Division Observation Hole Data To Be Completed on Back-- ***If percolafii0n test is to be conducted within 100' of wetland,you must first notify the prior to beginning. Barnstable C4� servation,Division at least one(1) we6k DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color- Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel Ca L &Mel .-5 1 71 .3 t . r 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) g `I m a � 8q .lqy" �L d �d` 2 71 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. '= Consistency.%Gravel DEEP OBSERVATION HOLE LOG Hole# WA Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, ra I Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes r_ _ Within 500 year boundary No V Yes. . Within 100 year flood boundary No v Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? VL S If not,what is the depth of naturally occurring p rvious material? Certification I certify that on (D (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was performed by me consistent with the require r 'ni g,expertise and experience described in 3,10 CMR 15.017. Signat Date 712-12 Q:\SEPTIC\PERCFORM.DOC No. � ' ! Fee / THE b-Q AMMONWEALTH OF MASSACHUSETTS Entered in computer:� Yes'• PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppfiration for Misposal *pstem Construction Vermit Application for a Permit to Construct( ) Repair(�ade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot o. U W� Owner's Name,Address,and Tel.No.? Assessor's Map/Parcel Installer'sNaqle,Address,and Te. I N Address and Tel.No Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building l No.of Persons Showers( ) Cafeteria( ) Other Fixtures ''ll Design Flow(min.required) �y gpd Design flow provided gpd Plan Date 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) 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 ealth. Sin Date Application Approved by l000l Date ` —l? Application Disapproved by Date for the following reasons Permit No. V Date Issued — No. f Fee / } Entered in computer:�L THE�COMM0IVWEALTH.O`, MASSACHUSETTS Yes- PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication, for Misposat *'stem Construction 3dermit Application for a Permit to Construct( ) Repair(11�1 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Q� y (,JQjY Owner's Name,Address,and Tel.No._ taJ�ZC Assessor's Map/Parcel Installer's Name,Address,and Tel.N V, n Designer's Name,Address,and Tel.No. o f Type of Building: t Dwelling No.of Bedrooms O Lot Size sq.ft. Garbage Grinder( ) s G Other Type of Building S No.of Persons Showers(P ) Cafeteria( ) Other Fixtures k Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank � ���/Qpy Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) /p,/] )/ Date last inspected: r t 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. Sig i �. _ Date Application Approved by r r - Date T� Application Disapproved by Date for the following reasons _ 1 Permit No. �U' Date Issued — 11 ----------------------------------------- ------------------------------------------------------------------------------=-'------------ TH E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the O :5ii ewage Disposal system Constructed( ) Repaired� Upgraded( ) Abandoned( )by C at s been constructed in accordance with the provisions of Title 5 and the for Disposal stem Construction Permit No.,,7013' S dated Installer ,/��j���� > �,f;�(�/J Designer 3 ?j' y #bedrooms /r Approved design flow gpd The issuance of this permit ts all not be construed as a guarantee that the system w-14-func�ib esi• ried. Date / Inspector (\ --------------------------------------------------------------------------------------------------------------------------------------- No ! 7 — O Fee---_—/C"C/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( 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 be completed within three years of the date of this permit Date �'��� �� Approved by � NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:35.93. FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. T.O.F. EL.=41.0/37.0 INSTALL RISERS& COVERS OVER INLET & INSTALL RISER & COVER OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE F.G. EL.=37.0t /-F.G. EL.=38.0t / F.G. EL: 38.0t F.G. EL: 38.50(MAX.) 9" IN COVER/ 6" INSPECTION PORT TO BOTTOM OF STONE 38"MAX COVER L 1( L er 1% (MIN W/IN 3" OF FINISH GRADE USE PERF. PIPE)' ® SCH4 (MIN.) EL. -37.50 ®SCH4 (MIN.) ®S=iR (MIN.) 4"SCH40 PVC 4•SCH40 PVC 4"SCH40 PVC 10. 14• 6- INV.=36.40 48"LJOUID INV. 3 .15 6 LEVEL INV.= 35.60� GAS BAFF7E PROPOSED D-BOX INV.=35.80 INV.=36.0 DB-5 EXISTING 1,012 GALLON SEPTIC TANKS I= EXISTING SEWER OUTLET " 3o GUL WC Na an Psas 9" MIN. n1DN rAMC PER TITLE 5 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING ` BREAKOUT EL.= 35.93 PIPE INVERTS PRIOR TO CONSTRUCTION 2) D-BOX,SHALL BE SET LEVEL AND TRUE TO INV. ELEV-35.60 GRADE ON A MECHANICALLY COMPACTED SIX END ELEV-35.45 INCH CRUSHED STONE BASE, AS SPECIFIED IN 31 _ , ^w4sNmrorF-`;A pauelc 310 CMR 15.221(2) 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK WITH 1500 GALLON SEPTIC TANK IF FAILED, ADJUSTED GROUNDWATER EL.=28.3 BOTTOM EL- 34.95 DAMAGED, OR UNDERSIZED. 4) INSTALL INLET & OUTLET TEES W/ .2.5' 5' S'�2.5' GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE SEPARATION 6.65FT. 15' - ADJUSTED GROUNDWATER EL. 28.30 SOIL ABSORPTION SYSTEM (SECTION) _ N.T.S. N.r.s DESIGN CRITERIA SOIL LOG P#: 14060 DATE: JULY 11, 2013 - NUMBER OF BEDROOMS: - 2 BEDROOM ACTUAL/3 BEDROOM DESIGN SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DONNA MIORANDI, BARNSTABLE HEALTH �N OF Mgsf9 DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 330 G.P.D. o D f yc GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) a TP-1 °•� as.. TP-2 Depu 1 R� �/1 SEPTIC TANK:330 gpd x 200% - 660 gpd USE EXISTING 1.000 GALLON SEPTIC TANK 38.50 A LONJY IANG 0" 38.50 A U AMv Sma D" No. 1 40 IOYR 4/1 IayR 4/1 37.83 B B" 37,83 B LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. C1°YR�D LOAMY 35.67 tAYR Sja 34" �NITAR1a� I,/,13 DISTRIBUTION BOX: 3 OUTLETS (MINIMUM) 35s7 tw 1 srND 34 PERC'O 34.17 2.Sy 7/4 CI COARSE SAND 2.SY]/4 USE 30'L x 15'W x 6"D LEACHING FIELD W/ 3 LATERALS 31.50 C2 84 31.50 C2 84' BOTTOM AREA: 30 x 15 = 450 SF MEDIUM MEOW s3 zsY>/3 SIDE AREA: n/a 26.50 144" 26.50 144" PROPOSED SEPTIC SYSTEM SITE PLAN- TOTAL SQUARE FEET PROVIDED = 450 vs 445.94 REO'D PERC RATE<2 MIN/IN.(-Cl-HORIZON) 318 AMES WAY, CENTERVILLE, MA TOTAL G.P.D. PROVIDED: 450 0.74 = 333 d vs. 330 d required GROUNDWATER OBSERVED AT 138"(EL 27.0) Prepared for: Lucos gpd gpd 9 WELL;SDW252.ZONE D.LEVEL(JUNE 30)46.4,ADJ. 1.3' (USE EL 28.3 AS ADJ.GW ELEV.) Engineering and Surveying by: SCALE DRAWN DATE: Meyer&Sons,Inc. NTS D.M.M. 07/12/13 •1,Darren M.Mayer,R.S..CSE,hereby'-dify that t om currently approved by MADEP pursuant to 310 CMR 15.017 pOBOX981 to conduct Boll evaluation.and that the above analysis has been Performed by me consistent wIth the REV. DATE: CHECKED requirements or 310 CUR 15.017. 1 further certify that I have passed the Sall Evol.Exam in October, 1999. EAST S4NOW/CN,AIA OY537 SHEET N0. 508-362-2922 07/15/13 D.M.M. 2 of 2 LEGEND CENTERVILLE —1 PROPOSED CONTOUR ® PROPOSED SPOT GRADE LOCUS: EXISTING CONTOUR 318 AMES WAY �a 7g33,� + 96.52 EXISTING SPOT GRADE /2Q O —W— EXISTING WATER SERVICE o TEST PIT �' AM N 2 ES WAY ry EXIST. LEACH PIT 3f� NOTE 1 O �. � i ` ROUTE 28 r2 1 � LOCUS MAP 4s2 TH -- -�a LOCUS INFORMATION ' PLAN REF: BK324 PG072 \ Op T 1 TITLE REF: 4886/097 PARCEL ID: MAP 170 BLOCK 057 LOT 016 PARCEL IS WITHIN THE ESTUARIES PROTECTION DISTRICT rF Q O i Q FLOOD ZONE: "C" V. ^Q COMMUNITY PANEL: 250001-001 5—C DATED:08/19/85 I °EX SEPTIC SYSTEM In5pport5 REPAIR PLAN IST. I ,O G � � l T�34?• � / SEPTIC TA (IOwer CONC. PATIO O LOCATED AT: r--� 318 AMES WAY EXISTING 2BR DWELLING W CEN TER VI LLE, MA r----- --____ �/ PREPARED FOR 318 TOF=41.00 STO�\�\- �' QO LUCAS TBM (LOWER SILL)=37.0 GENERAL NOTES: F - JULY 12, 2013 REV. 7/15/13 - CHG LEACHING- �� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL I — BOARD OF HEALTH AND THE DESIGN ENGINEER. - - 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS \1 OF LOCALE RULES AND STATE RREGULATIONS.ONMENTAL OE,TITLE V.AND ANY APPLICABLE � OF A4�'r9C 3.THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE PA YER �W�, DESIGN ENGINEER. r — Lij4.ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING NO. 1140 -7 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. S.ALL ELEVATIONS BASED ON ASSUMED DATUM. 'ICI E 2 ! 6.THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF �NITAR1a 1� N,�O 3�.. �l �p I HEALTH FO PROPER INSPECTIONS DURINGCTOR OR OWNER TO NOTIFY E LOCAL CONSTRUCTION. OF ✓!' 7.WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. I I •�2 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 00 - S.IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE MEYER & SONS,, INC. /30' LOCATION OF ALL UNDERGROUND RS, PRIOR T STARTING WORK. P.O. BOX 9U1 /y/1✓'A 10. EXISTING LEACHING TO BE PUMPED,D,CRUSHED AND FILLED PER TITLE 5. 11.48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12.THIS PLAN AND IS NOT STO BE TO ECONSDE CONSIDERED A USED FOR E PROPERTY LINE PTIC SYSTEM USURVEY RPOSES ONLY EAST SANDWICH, MA. 02537 13.NO KNOWN PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING SCALE: 1"=20- 14. ALL PIPING TO BE 4- SCH 40 0 1/8-/FT (UNLESS SPEC. ) (508)362-2922 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW SURVEY REFERENCE: FOR THE USE OF A GARBAGE GRINDER CERTIFIED PLOT PLAN BY: FRANK CONERY, PLS 16. NO WETLANDS WITHIN 150 FT. OF PROPOSED LEACHING DATED: AUGUST 7, 1979 SHEET 1 OF 2 J 1507 ,+'down of Barnstable '"E'' i.� Regulatory Services Thomas F. Geiler, Director ' � snxrtsrnHts. 9�A . �,� Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,INIA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# sessor's Map\Parcel I�a Ps 9101 Designer: installer: — Address: po 67Y of Address: 126 Or. was issued a permit to install a (dat (ins�ta�ll)er) septic system at 'Sig &� " yu L, based on a design drawn by (address) 1 r dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved charges such as lateral relocation o,'th;, 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 ariv vertical relocation or any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF Mq D R (Installer's Signature) o. 1 40 SANITAR\PN �, let- 13 (Designer's Signature (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF CONIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form 3-2641doc ,v f 41Z- l .. Y"� . + C", 1 a 4+ F• I .LIP P f. ♦k i T i fj E i a it VV: P' 14 vlal IWO- > a , r "4 �� 'r' tP t+ f�°�~` ,t�r�'R,� � \ 'i�w"�•:i{.'r!9 i.'vt`.. `• � •3;{ ( Ir, `:'u;�„� ri 'r�4, ;' f" � rMra t�I � �..- - t<. + �a,� .Y ' i_�r {�*�,•. ��rt 1���ttt fy-b '�i" lit `R , t�'►{ 4• t g. `� �'� - {"\1rEs• Y Pf •I • +i � L {�.py;^ 4 1 r ��'� M•'aW�'� '�n `. �+:.w '}'���ieeY...•o-T-••r••jam`-•_4 yy � 'i �� '°trite '�'d•,P�'e9 d�' i * ,Y•'' � Aim— ,�` sue'7••ar w p{t ,,ai,.a �« �' �- i rP..♦ � '# cam. i`^tr. .-. - _'•it P.' t :g4' 1.`7k'>*"5� Or � �,-"f# ,'•.. ,}ft +ri'.: I '+s_ i � r a.'�+ tie e�, ° � ., .L r e t'ky!:a Y' riT'L •„ S .h�,R"1 t�. * "1(�yt�_a,.a r. ICI t• � .Sg T•C /t..irF K'�R" +:,€,j�`�R,A. 1. {1.46 € i-d'}`x3 - . �} ". .,e3.M�Ss�..,t,t ���.+A e��,L#�{•�� rig# 'v'ai . 4: 14 1 TOWN OF BARNSTABLE LOCATION SEWAGEPtA # 1F VILLAGE �ASSESSO 'S�v & EL INSTALLER'S NAME&PHONE NO. !/ SEPTIC TANK CAPACITY LEACHING FACILITY:(type) r 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 orr site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist wi in 300 feet of leac facility / Feet FURNISHED BY t 44 6A.1 YmB.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD-OF,,HEA TH yr10 0F........?6 6?� / . ,I, .... �..s.---- Appliration for Dipooal ork Tonitrurtion rrutif d for Permit to Construct ✓7) Or Re air an Individual 'ewa a Application is hereby o a t t ( p ( ) Sewage Disposal System at: �1 p /-•--.��.ems.........�....L..�...-.. ..AddressD � � �w �! G /e .. ......_....... • tN....... j _ ---- ....... o ie, .. - --- .........•...... - .//Owner ........... F ....... ..... Installer Address Type of Building Size Lot../.L�?A.....Sq.a U Dwelling—No. of Bedrooms........ Attics Garbage Grinder aOther—Type of Building ............................ No. of persons.....__..___.____...___.___. Showers ( ) — Cafeteria ( ) a' Other fixtures ............................ . W Design Flow........Lo—'s .....................gallons per person per day. Total daily flow............ __.. ..�r_................gallons. WSeptic Tank—Liquid capacity/000.gallons Lengtbj%_f. ... Width... .......... Diameter................ Depth............. x Disposal Trench—No. .................... Width.................... Total Length........._...j__.... Total leaching area....................sq. ft. Seepage Pit No....... ............ Diameter.._.---.___---- Deptl below inlet............... Total leaching area�.L�_�....sq. ft. Z Other Distribution box (� ) Dosing tank I � `� ----•-----••••.... Date_._..l>�oZ�? 7z� Percolation Test Results Performed by..__r,_.. ..42,?t/_E 1'�,'l�._.._.___!._�.r. _ .. ----- Test Pit No. 1._._ .._..minutes per inch Depth of Test Pit___-_�,.._____.__ Depth to ground wate ... . (S, Test Pit No. 2................minutes p r inch Depth of Test Pit___ _....._ .. _.Depth to ground water..............._.:. a�� •2_.. O tt �L Description of Soil------......•••.-•--- n'r... ........i..•-•---� Q ` ...... x W ••-•••-•--•••---------------•-----••----•--•---••----••-•-•----------------.......---•-•-•-•••--•------•••-••-----•••---•--•--•------••----•--•--••-•---•-•----••-•---••-•-••--•---••••--•.........•--- UNature of Repairs or Alterations—Answer when applicable.-.....................................:........................................................ ----------------------------------------------------•-•------•••-•------•--......_.................••-•---------......--•-•-••--•--•----•-•------•••-•---•••-••-•••••-•-----•--••-•--------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITII 5 of the State Sanitary qode—The undersi ned further agrees not to place the system in operation until a Certificate of Compliance has bee issued by t boar o lth. Sig P—- s- - ? ...-------•-- ..._ .. .............. .............-• - ---- Date Application Approved By......... � � ----------------------- ..._ -�U Date Application Disapproved for the following reasons:_. ......................... -•-----------------••---......-----•----------------------------------------------------------------•-....---....-------------------------•------\-----------------------------------------------_...._ �j-1-•---•--...---...Date PermitN �.11 o----------------------------------•----............----_. Issued.... ... ------ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH IJ�Li ...OF............ ...'............................................ Tntifiratr of Tontplianrr T S TO RTIFY, That the Individual Sewage Disposal System constructed (0-1) or Repaired ( ) by - :_.. . .. 0 .....................•....--•------•-- Installer has been installed in accordance with the provisio of T ` of he State Sanitary Code as described in the ����TT application for Disposal Works Construction Permit No.___. ._. 3.7................. dated----5 �. e.�- ............... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE 1.`�I..-. ?. •.... .......................... Inspector..•---- ......................... 4............._ THE COMMONWEALTH OF MASSACHUSETTS ' .w �' BOARD OF HEA TH Appliration for Diapnsal Works Tnnitrurtinn 1hrutit Application is hereby made for a Permit to Construct (✓)/or Repair ( ) an Individual Sewage Disposal System at: / 1 ----/-- .._..._ i l/r G = S,! o S t •..� r«zy......................... n.----------------- Owner > ..Y.•e.....,.V......1...l.�Lll.S._Z -.-•-'--_L -Address o t o. •-^ ----^ -------• D Add s W ..._.�......�:--..... ................................................. -- a � S Installer Address Type of Building Size Lot_. ?.. 30 _....Sq. feet Dwelling—No. of Bedrooms._...... ...........................Expansion Attic Garbage Grinder VA, p.1 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a Other fixtures ................................. . W Design Flow........11 .......................gallons per person per day. Total daily flow..............._f.�r................gallons. WSeptic Tank—Liquid capacitykfV.gallons Length[,... ...-.- Width....&......... Diameter................ Depth....6........ x Disposal Trench—No..................... Width............._..._.. Total Length..................... Total leaching area....................sq. ft. _....... Deptl below inlet....,�t........._.. Total leaching areap�.l�./._..sq. ft. Seepage Pit No------f............ Diameter.._..&.. Z Other Distribution box (� ) Dosing tank ~' Percolation Test Results Performed by.._.r... _.1"1!.! .c2. '.._..._ --------------------- Date...... �. ...2�.a. �s ..._. ►� Test Pit No. 1.... _ -----minutes per inch Depth of Test Pit......?.......... Depth to ground water_ __�...C__ . (s, Test Pit No. 2................minutes r mch�-%Dep of Test Pit.........._.�._. . Depth to ground water........................ x '==�'�' -.. ..z..--. ----- /` D Description of Soil.:c :.-•--•------•. R.._�?�..�?'. ------- .... �' .......... T`�' .... .................................-- xr W U Nature of°•Repairs or Alterations—Answer when;:applicable.':..:...................:....................................................................... 0 k .:-•................................................................ ... ......•........... ............_ ..............._.__...__._....._........._._.......__..._............_.... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions gfr ITT� 5 of the State Sanitary ode—The undersigned further agrees not to place the system in operation until a CertPtcate of Compliance has bee issued by t boar o Ith. - e Sig d-- - --- -••-•----. .................... .......•---------.. .............. ....P ...........�-• Date Application Approved By.........a... -••-•... .••• ,-------------•--- ... Date Application Disapproved for the following reasons:-------- .......••••...............•--•----•--•---•--•-•-......------......-•---••--•-••----•••-•-•......................-----••--......-------•--••••----•-•----------------••--•-••-----..." ......---------- Date PermitNo...........................------------------------------ Issued-....................................................... Date d THE COMMONWEALTH OF MASSACHUSETTS , BOARD OF HEALTH ............�( !(,! 1,j1�.. ....oF............ l��JI..r...l........................................ 1 f�ier�if irtt le oaf Trrmp iatta T S TO RTIFY, That the Individual Sewage Disposal System constructed or Repaired ( ) by -- - --.....- ...................................... . - ..._.�__.. Installer ; has been installed in accordance with the provisio of T r of he State Sanitary Code as described in the 3 application for Disposal Works Construction Permit No... .......... ... .....:.......... dated-_..l�".10__.79.'............... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL:FUNCTION SATISFACTORY.• DATE............. '.... ..... Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEA,LT 79 ,yy � ............OF.......: GZ' / 7` "-................... 'l/ No...... 1........ FEE. d............. Display9 gar Zonotrnr#uan rrniit Permis ion eby granted: + tw --- ----- r._ to Constr ( or Repair,(" ) dI idual ag i po S stem r `' at No ............................... ."_- .t �"� J�„3- ------- eet as shown on the application for Disposal Works Construction it N .... ..hB 4 Dated.._P�fQ-�z...... i..�� -----•---••----•-•--.--.---_ oard of HeaIt DATE.................................................•------•-•........_............ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS r1J': (/ ,s L0C� ION $ EWAGE PERMIT NO. Y� / 4��-('-�3/ VI AG I N S T A LLER'S NAME i ADDRESS °�cv BUILD R OR 0 E DATE ERMIT ISSUED 7? DATE COMPLIANCE ISSUED �--� 7 r _ ;. _�_ - �, .--�. � 3��,_ . 3 �' 3 a�' _ � � ��,Q/ LEGEND CENTERVILLE -{;�-1- PROPOSED'CONTOUR ® PROPOSED SPOT GRADE z EXISTING CONTOUR LOCUS: o N� -- 98 -- 318 AMES WAY i <p + 96.52 EXISTING SPOT GRADE 0 W— EXISTING WATER SERVICE ci a; N TEST PIT z AMES WAY EXIST. LEACH PIT NOTE 1 O `') ROUTE 28 r � LOCUS MAP �ti 452 i TH-2 �—�--- - �9 LOCUS INFORMATION O,pO• PLAN REF: BK324 PG072 TITLE REF: 4886/097 PARCEL ID: MAP 170 BLOCK 057 LOT 016 ` PARCEL IS WITHIN THE ESTUARIES PROTECTION DISTRICT FLOOD ZONE: "C" COMMUNITY PANEL: 250001-0015—C DATED:08/19/85 �\ ©, EX15T. 1 ,O G /• �`342' SEPTIC SYSTEM inspp SEPTIC TA CONC. PATIO o REPAIR PLAN �,ow�r Sill)�l cV LOCATED AT: 318 AMES WAY EXISTING r--�2BR DWELLING CEN TER VI LLE, MA � � (.L/ _ --___ J PREPARED FOR #31TO 41.W SI - S�OtiF 40 U LUCAS TB (LOWER LL)=37.0 C_ O (�� GENERAL NOTES: JULY 12, 2013 REV. 7/15/13 - CHG LEACHING — — / 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL r ——— BOARD OF HEALTH AND THE DESIGN ENGINEER. — 1 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS C� OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE OF LOCAL RULES AND REGULATIONS. / 1W— } 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR C (, TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE A M. DESIGN ENGINEER. M YER r 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING NO. 1140 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. O I 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 'PFGI$TE ti N,6 e l I 7 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF N I TMO - 1 Y , THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 8Q 0 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. '�Z 1 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 00 1 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MEYER & SONS, INC. LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. P.O. B 0 X 981 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION V V'.Ul I 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY EAST SANDWICH, M A. 02537 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY , 13. NO KNOWN PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING SCALE: 1"=20 { 14. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPEC. ) (5 0 8)3 6 2-2 9 2 2 i 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW SURVEY REFERENCE: ¢ FOR THE USE OF A GARBAGE GRINDER CERTIFIED PLOT PLAN BY: FRANK CONERY, PLS tj 16. NO WETLANDS WITHIN 150 FT. OF PROPOSED LEACHING DATED: AUGUST 7, 1979 ; SHEET 1 OF 2 J 1507 NOTE: MAGNETIC TAPE TO QE PLACED OVER ALL COVERS I NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:35.93 FOR A DISTANCE OF 15' AROUND THE R SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. T.O.F. EL.=41.0/37.0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE F.G. EL.=37.0t F.G. EL.=38.0t F.G. EL: 38.0t F.G. EL: 38.50(MAX.) 9" MIN COVER/ 6" INSPECTION PORT TO BOTTOM OF STONE 36" MAX COVER i L = 10' L = 10'(MAX) ® S=l% (MIN.) EL. = 37.50 0 S=l% (MIN.) ® S=11� (MIN.) W/IN 3" OF FINISH GRADE (USE PERF. PIPE) 4"SCH40 PVC - 4"SCH40 PVC 4"SCH40 PVC , 10' 6. r 14' INV.=36.40 4e"uoura �INV.=36.15LEVELPROPOSED INV.= 35.60 GAS BAFFLE D-Box INV.=35.80 DB- INV.=36.0 EXISTING 1.000 GALLON SEPTIC TANK -� EXISTING SEWER OUTLET 3O' I CULYEC NO. 410 WSOIL 9„ MIN. WEER`AM PER TI TLE 5 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT EL. = 35.93 2) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=35.60 GRADE ON A MECHANICALLY COMPACTED SIX END ELEV.=35.45 INCH CRUSHED STONE BASE, AS SPECIFIED IN DOU&E WASHED SMW 310 CMR 15.221(2) 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK WITH 1500 GALLON SEPTIC TANK IF FAILED, ADJUSTED GROUNDWATER EL.=28.3 BOTTOM EL.= 34.95 DAMAGED, OR UNDERSIZED. 2.5' .5' I 4) INSTALL INLET & OUTLET TEES W/ SEPARATION 6.65FT. 15' GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE ADJUSTED GROUNDWATER EL. 28.30 SOIL ABSORPTION SYSTEM (SECTION) N.T.S. N.T.S. SOIL LOG P#: 14060 DESIGN CRITERIA DATE: JULY 11, 2013 NUMBER OF BEDROOMS: 2 BEDROOM ACTUAL/3 BEDROOM DESIGN SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DONNA MIORANDI, BARNSTABLE HEALTH 0 MASSo DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 330 G.P.D. y GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) Elev. TP-1 Depth Elev. TP-2 Depth D R ; " 4 SEPTIC TANK: 330 gpd x 200% = 660 gpd USE EXISTING 1,000 GALLON SEPTIC TANK 38.50 A LOAMY SAND 0" 38.50 A LOAMYSAND 0" N O. 1 0 f 37.83 B IM 4/1 8" tOYR 4/1 37.83 B 8" STE�O LOAMY SAND LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. t01R 5/8 35s7 C1`101R OAMY�D 3a" S'�NITAN90 J DISTRIBUTION BOX: 3 OUTLETS (MINIMUM) 35.67 Cl COARSE SAND 34" / PERC 0 34.17 2.SY 7f4 COARSE SAND USE 30'L x 15'W x 6"D LEACHING FIELD W/ 3 LATERALS 31.50C2 84" 31.50 2.5Y7/4 C2 84" BOTTOM AREA: 30 x 15 = 450 SF MAY 7/AND ! MEDIUM SAND 2.SY 7/3 SIDE AREA: n/a 26.50 1 1144* 26.50 144" PROPOSED SEPTIC SYSTEM/SITE PLAN TOTAL SQUARE FEET PROVIDED = 450 vs 445.94 REQ'D 318 AM ES WAY, CENTERVI LLE, MAPERC RATE <2 MIN/IN. ("Cl' HORIZON) GROUNDWATER 085ERVED AT 138" (EL. 27.0) Prepared for: Lucas TOTAL G.P.D. PROVIDED: 450 (0.74) = 333 gpd vs. 330 gpd required WELL. SDW252, ZONE D. LEVEQJUNE 30) 4.6.4. ADJ. 1.3' (USE EL 28.3 AS ADJ. GW ELEV.) Engineering and Surveying by: SCALE DRAWN DATE: Meyer&Sons,Inc. NTS D.M.M. .07/12/13 • I, Darren M. Meyer, R.S., CSE, hereby certify that 1 am�currently approved by MADEP pursuant to 310 CMR 15.017 PO BOX 981 to conduct soil evaluations and that the above analysis.has been performed by me consistent with the REV. DATE: CHECKED requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. EAST SANDWICH,MA 02537 SHEET N0. 08-ss22922 07/15/13 D.M.M. 2-of 2 /✓��, J�/^ '��""C..M'-.-„'"`*-.�i '`�4`., t,;J �1 .+'� t i/ �`�,,., t CAPE ARCHITECTURE 4113 MACKENZIE BETTY ASSOCIATES, #96 t'Y /'�►, ♦ IY1, I^`" h /�fl� )fj{! PO BOX 645,BARNSTABLE, 3 �-r� jj• _� a 1�#w,30 183, RL. '�. '"- / MABBACHUSE—B 02830 •..,,�..... ! 4%551 � !.1 '! :�. f ,� #423 T-50B 367 5900 182� E-KM BCIC CAP EARCHITECTU RE.NET '103# `+ r� .' a <a t #i #193 0433 WWW.CAPEARCHITECTURE.NEf #263 ,�"►�jl GENERAL NOTES: 4.9�. i /' #44-3J] 1.ALL EXTERIOR WALLS SHALL E V,". B 2Xfi Qa 16°O.C.UNLESS NOTED 1#,302OTHERWISE. ''�+.�'�-j.7 2.ALL INTERNAL WALLS SHALL ,' _ - ! #35_ 7 f'• / BE ZX4 Q Ia'O.C.UNLESS Il lM o n g290 NOTED OTHERWISE f #343 y»s,' #264 0 #3_31 -/ r 3.CONTRACTOR SHALL VERIFY f #25Q t ALL WINDOW OPENING PRIOR TO � �;/� 7{ ORDERING WIN DOWB. #319 �`� a ; q,CONTRACTOR SHALL VERIFY i r ALL DIMENSIONS PRIOR TO #307 1 CON9TRU CTION.CONTR ACTOR ,ll �" J ASSUMES RESPONSIBILITY FOR i #8.4 #295 i f S '�' ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO #2 M - THE DESIGNERS ATTENTION. ':�1..,•.. 1 #48 r #261 /�y ENGINEER: ! 't •�`'!,-...,f {r36_ j ��E#`249 #472 SPARTAN 1 #0 � $ CAS'�.� l #,24,_; !" ENGINEERING LLC FRAMIN13HAM MA #t115' #7T #;.SSA' s480 2 EXISTING LOCATION PLAN 1 II - 1 67FT. LOT 45 1 1 O.00 LOT 43 3 -1-/ 1 6,306.00' Sq. FT. to BIDE BET BACK I;ThS�§� ��� , 1 AMEN{/ DED 5O218 " REV. NOTES. DATE REVISIONS: V t\ 30 ul SCALE:V-1FT VJ Ar II DATE:220 1 18 Y I O 6 v q r PROJECT: '-1 F �^J LOT O PROPOSED ° 42 O EXIH Np GRAVEL 2 STOREY GARAGE DRIv WAY ADDITION AND 1 y. e'4 ly'1 O B Al. - STOREY FRONT AND r { C REAR ADDITIONS 1 C J 1 W LOCATION: FRANCISCO AIN0 6c N [{1LI % 1 B AMES WAY )I NIVIA FERREIRA v Y / Qo 31 B AMES WAY, RVILLE, MA LD ❑2632 \ III %III IIII ww D z DWG.TITLE: v q' m III EXISTING SITE AND LOCATION PLAN FRONT S T BACK ZONE RC 211- ASPHALT DRIVEWAY PROJECT NO. 1 S01 PRD PERT LINE DWG. NO. KERB LINE E51 AMES WAY C"YR"ZT CAPE 3 EXISTING PHOTOS 1 EXISTING SITE PLAN 7�u - 1 F CO T. REHERVOHITECTURE E91T9 COMMONPLAW HLY �+ PYRIGHT ES 1 EX 1 THESE PLANE ARE NOT BE REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTAINING THE WRITTEN CONSENT OF GAPE ARCHITECTURE CAPE ARCHITECTURE TYPICAL NOTES: 1.CONTRACTOR SHALL INSPECT ALL EXISTING VS.PROPOSED MACKENZIE BETTY A6B OCIATEH. CONDITIONEI PRIOR TO AND DURING CONSTRUCTION AND NOTIFYIDESIGNER OF ANY DISCREPANCIES AND/OR CHANGER PO BOX 645,BARNBTABLE, THAT MAY BE ENCOUNTERED. --- MASSACHUSETTS 02630 2.CONTRACTOR SHALL NOTIFY DESIGNER,IF AT ANY 1ME T-50B 367 5900 THROUGHOUT ANY EXISTING .N.ITIDNB ARE FOUNDjTHAT MAY PREVENT)ON TTHE SUCCESSFUL COMPLETION OF e E-KMB@CAPEARCHITECTURE.NET ANY PORTION OF THE PRROPOSED BUILDING.CONTRACTOR SMALL)I OCTIFY DEHIGNF R OF SUCH PRIOR TO MAKING ANY ADJ UBTM ENTH OR ALTERATIONS TO THE PROPOBED BUILDING AS PRESENTED IN THE FINAL CONSTRUCTION DOCUMENTS. WWW.CA PEARCHITE CTl1RE.NET 3.THE CONTRACTOR EIMALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/aHORING TO MAINTAIN AND PROTECT THE EXIBTI"G HOUSE AND THE BTRUCTURAL INTEGRITY OF THE ExI.TING Houee. i GENERAL NOTES: 4.THE CONTRACTOR SHALL SCHEDULE AND PROTECT FROM ALL WEATHI=R.ILL EXIBTIN[1 HOUSE COMPONENTS AND INTERIOR. 1.ALL EXTERIOR WALLS SHALL DU RINQ C...TRUCTI0IJ AND CONSTRUCT TEMPORARY BE 2XG 916'O.C.UNLESS NOTED ENCLOSURES AS MAY Br REQUIRED TO ENSURE SUCH OTHERWISE. PROTECTION. 5.THE FONTRACTOR IB�TO PROVIDE FALL PREVENTION ON ALL 2.ALL INTERNAL WALLS SHALL W INDO}YS WITH BILLS ASpVE 72"ABOVE FINISH GRADE PERF BE 2X4 @ I6'O.C.UNLESS CODE.ALL WI NDOWB BFIALL HAVE FALL PREVENTION DEVICES Q NOTED OTHERWISE AND 914ALL COMPLY WITH ABTM F 2090.WINDOW OPENING DEVICE.SHALL BE SELF ACTING AND SHALL BE POSITIONED TO 3.CONTRACTOR SHALL VERIFY PREVEfjIT THE FREE PA B�BADE OF A 4"DIAMETER RIGID SPHERE THROUPH THE OPENINQ WHEN THE WINDOW OPENING LIMITING ALL WINDOW OPENING PRIOR TO DEVICE IB INSTALLED I ACCORDANCE WITH THE ORDERING WINDOWS. MANUFPCTU RERH IN BT�UCTION B. 4.CONTRACTOR SHALL VERIFY 6.ALL ALLYDIMENSIONS AR TO THE CENTERLINE OF STUD WALL. ALL DIMENSIONS PRIOR TO INTERNALLY AND TO TH OUTRIDE OF STUD OR WALL E%)STING EXTERNALLY. LINE OF EXISTING CONSTRUCTION.CONTRACTOR to2 CONCRETE BLAB EXTERNAL WALL ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT THE DESIGNERS ATTENTION. DIMENSIONS NOT BROUGHT TO j 9B !` 2'-7" 2&SETBACK SET BACK OM L ACH FI LortHENGINEER: o •.B. R t SPARTAN ENGINEERING LLC ae aeFRAMINGHAM MA EXISTING DECK - SHEAR WALL NDTEB: BTEPBCREBUILT IAHOVEI I I I I m R.nsoe RRnw Rrcn,no WITH1. PMINLiTe'IT.WALLS TO GC APA RATED SHEATHING.BABEHENT E'w BLOCK ALL EDGES AND FASTEN W/HD 6/6 a• COMMON NAILS SPACED 6"DC ALONG — 27% — —— — — — — — — — — EOBE6+12°pC IN THE FIELD UNLESS i No OTHERWISE • 2.XXX INDICATED EDGE NAILING OF r —— ———— — ———— — 1 �I Imo^ m11 SHEATHING TO BE 4°CC. r H M N I I ( • DOOWNNTOCBE CAST)INTO CONCRETE.1 HOLD e.FLre .w PROVIDE MIN 121 STUDS HOLD DOWN I I I arIHR eT.,F a i I I I I I I I < I 1�• I I I iEXISTING BASEMENT I I DAOP"OPO"FOUN«DAT'lON v wwu la wr I a Y vvnc nuev uLL. �/ D o 6 JL H Im r I GARAGE ELAB ® 2680 I RELOCATED — BIDE DRIVEWAY I »,L .won vvn.v.un.yr.�vvv I I L e vemnv +aa aver 3 BIDE BET BACK 0 52 i B Ye' I I I ALTERED nmv"""»` v w.nv. I nnv r4unv.nan w.0 x,y cv«cr I 12 2 BIDESETBACK C42SIB I •.i..,no rou«unv,...0 I I E%1. IN.SLAB I I I I Q I ALTERED RET INED I I AeeVc I I I I 6 1 RINSE STATION C 3231 S i a NOTE II I I ( I t o REV. NOTES. DATE EXISTING B° rtar nno Trpwe%r-1 I I cONc ALL _ REVISIONS: IL -- - - - - - - --- -- --- --J I vwvevevvvwvre««v Q SCALE: / wen 1. ry ear u» - D L DATE:2201 18 0 g - a• - " m t` FARMERS PORCH I I I N �v'vnio vavanno wires c U. j BDECK PROJECT: p ABOVE ABOVE I v W p•w«vnva vv�re®ae•v.. O SB BB HB .B BB C1 60 I mo.I enr w,axYx;-nu cwnvnsv Q PROPOSED Or p N FOUNDATION NOTES: 2 STOREY GARAGE W N m U 1.MAIN FOUNDATION WALLS TO BE POURED I D°CONCRETE,FC= ADDITION AND 1 I 0� 6� 3 °� Y-3'-3° '-3" '•1}—Y 6-31J° {.• E 3500 PSI.W/2C BARB TOP,MID BpAN&BOTTOM.TO BE ON IQ" STOREY FRONT AND W X 20'STRIP FGOTIN B.PROVIDE 3Q 351HORIZONTAL BARS N = CONTINUOUS BTRIP FOOTING W/KEY WAY.PROVIDE#5 VERTICI L REAR ADDITIONS OI 4'•B° 2'•5�° N DOWEL.Q 24•CENTERS--C.3 MIN.ABOVE TOP OF LOCATION: Q� Y FOOTING.PROVIDE®"ANCHOR BOLTS,)@ 36"CENTERS MAX. F ® BMOK6DETECTOR 1RYsorovr�«RwrtnLeone AFa U MINIMUM7°EMBEDMENTW/3'%3•X}'LATE WASHER. FRANCISCO AQUINO & W Sao B°....TUE.MIN.a' .1NIVIA FERREIRA m BELOW GRADE f 2.ALL STRUCTURAL STEEL CDLUMNOTO BE 3 F CONCRETE FitLED 1y W LALLY COLUMNS TO EXTEND TO FDOTINp BELOW.PROVIDE 31 B AM ES WAY, C EXISTING 4"WALL 0 6°X6'4° CAP PLATE&7'XI2°%�°BABE,36°X36•X12°SQUARE C W CONCRETE W/30 35 BARB EACH WAY. CENTERVILLE, MA r' PROPOBED 4"WALL 9 02632 D E 3.DOUBLE FLOOR JOI BTH UNDER A'•LL PARALLEL PARTITIONS j =' PROPOSED 6"WALL 4.CONCRETE BLAB TO BE 4°POURREED CDNCRETE ON COMPACT D W FILL.PROVIDE CONTRACTION JOINTS 1°D E P AT COLUMN LINEB DWG.TITLE: = CUT W/"EARLY ENTRY SAW. J 5. NDO CONTRACTOR TO PROVIDE BASEMENT VENTIALATION AS PROPOSED RQUIRED BY CODE IWIW OR MECHANICAL) BASEMENT& i 6.E CONTRACTOR SHALL ENBUR4 THAT ALL FOUNDATION WALL FOUNDATION PLAN ------------------------'________ MAINTAIN "40 MINIMUM COVERr _.. .___—._—_._._—_.__._.-___—___._—..___—.._.__._—_.___—._—_._._—__—.._.__-_—..__�LINE OF FRONT SETBACK ZONE RC 20 7.PROVIDE WEB STIFFENING.f'LATES AT BEARING POINTS OF STEEL BEAMS(TYPICAL) S.SEE STRUCTURAL ORAWYN.S FOR LOCATIONS OF ALL STRUCTURAL CDLUMNB PROJECT NO, 1 80 1 PROPOSED BASEMENT & FO U N DATI O N PLAN II — 1 FT 9,CONTRACTOR SHALL NOT SCALE FOR DIMENSN rS. ANY MIBBIN.,INCORRECT OR QUESTIONABLE DIMEN Blp N9 NO DWG. NO. BROUGHT TO THE ATTENTION OF THE DESIGNER BECAME THE RESPONBIRILITY OF THE CONTRACTOR. A1 1 O.GARAGE AND OT.NER POURED FOUNDATIONS:#5 TOP&BOTTOM BARS. FOUNDATION ON 36A•%12°LL /BTRIP FOUNDATION.PROVIDE Al/A� - 2 - #S CONTINUOUS HORIZONTAL BARB AND KEYWAY IN BTRIP FO OTI NB.LAP)fOP BARS TO MAIN WALL BARB.PROVIDE®"XI ANCHOR BOLjTa Q 36°CENTERS MAX.WITH MIN.EMBEDMENT D W-3—"�r PLATE WASHER. COPYRIGHT 11.BTRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING CAPE ARCHITECTURE EXPRESSLY IN BPEOf1ON WHEN FRAMING IS COMPLETE AND PRIOR TD RESE I RVES TS COMMON LAW E.I. SURE BY INTERIOR WALL PLASTERBOARD/AND COPYRIGHT THESE PLANS ARE NOT TO'BE V ' REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTAINING THE WRITTEN CONSENT OF CAPE ARCHITECTURE CAPE ARCHITECTURE TYPICAL NOTES: 1.CONTRACTOR SHALL IN BPECT ALL EXISTING VS.PROPOSED MACKENZIE BETTY ASSOCIATES, CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY:DESBEIHNER O THAT M1�4Y F ANY OI9 CREPANCIEH AND/OR GRANDER PC BOX 645,BAR—ABLE,E, ENCOUNTERED. MASSACHU—S 02630 2.CONTRACTOR SHALL NOTIFY DESIGNER,IF AT ANY TIME T-SOB 367 59013 THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE TH -KMB@CAP EARCHITECTU RE.N ET FOUNO:THAT MAY PREVENT THE SUCCESSFUL COMPLETION Of NpR E ANY PL�RTION OF THE PRROPOSED BUILDING.CONTRACTOR SHALL:-OTIFY DEHIGNE�R Di SUCH PRIOR TO MAKING ANY ADJUBT'M ENT9 OR ALTERATIONS TO THE PROPOSED BUILOING AS PRESENTED IN THE IINAL CONSTRUCTION DOCUMENTS. - WWW.CAPEARCHITECTURE.NET 3.THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/$14DRING TO MAINTAIN AND PROTECT THE EXIHTII}G HOUSE AND THE STRUCTURAL INTEGRITY OF THE EX I STIRS NOU BE. I � GENERAL NOTES: 4.THE DO-TRACTOR S[H[�ALL BC-EDU LE AND PROTECT FROM ALLAYNk 1.ALL EXTERIOR WALLS SHALL DUR IN CONSTRUICTIDN AND CONEITRUCTTEMPORARTTERIORB BE 2X6(7a 16"O.C.UNLESS NOTED ENCLOSURES AS MAY H REQUIRED TO ENSURE SUCH OTHERWISE. PROTEtrT10N. 5.THE 6DNTRACTOR IH D PROVIDE FALL PREVENTION ON ALL 2.ALL INTERNAL WALLS SHALL WINDOWS WITH HILLS A�OVE 72°ABOVE FINISH GRADE PER I BE 2X4 @ 16"O.C.UNLESS CODE.ALL WINDOWS S1{ALL HAVE FALL PREVENTION DEVICES D NOTED OTHERWISE AND SMALL COMPLY WITH AHTM F 2090.WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SMALL BE POSITIONED TO 3.CONTRACTOR SHALL VERIFY PREVENT THE FREE PASSAGE OF A 4"DIAMETER RIGID SPHERE ALL WINDOW OPENING PRIOR TO THRO P.THE OPENINT�WHEN THE WINDOW OPENING LIMITING DEVICEORDERING WINDOWS. I IS INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS A N UFACTURER 8 1 N HTI�U CTI O N B. 4.CONTRACTOR SHALL VERIFY G.ALL IJIMENHIONH AR TO THE CENTERLINE OF STUD WALLS ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR INTERNALLY AND TO TH OUTSIDE OF STUD OR WALL STING ASSUMES CONSTRUCTION. RESPONSIBILITY FOR EXTERNALLY, CONCRETE BLAB /OO /— MISSING DR INCORRECT LINE OF EXISTING DIMENSIONS NOT BROUGHT TO EXI EXTERNAL WALL THE DESIGNERS ATTENTION. �'1'_—__- 4'•B° G 22'-7" r�' 2O'SETBACK / B' O BET�ACK ROM LEACH 11 ENGINEER: S PARTAN ENGINEERING LLC — DEOKPDaT FRAMINGHAM MA --- F ---_ - -EXISTING DECK 9 D/W ,y 1 STEPS TAT— REBUILT =_-_ y 4 6 ���7 217 37-6 �-27 37 % KITCHEN TOV '3 A .--t0'SETBACK BATHROOM TwSC BLE DR ERR O DINING FRIDD 6'B"x 1 2'H" 3DX3E6 rc s BEDROOM 2 NEW CEILING NEW FLOOR ABOVE O < G,L EXISTING SLAB, N C CL. EXISTING FLOOR GARAGE C ® TO REMAIN 24'11}°x 24'2° O ALL 6HEETR06 - ` Q, TO GARAGE TO IE 1 © r 111 FCDN6 2B E 8"TYPE X 6 T H Nj'R LALL FILLED 3.5" D, - TE LALLT COLUMN my ^ RELOCATED PASeo ° a 1I SIDE ENIND W N DRIVEWAY cw. o BIDE SETBACK 3 ALTERED,DESIGN C 5021 CHANGED ! ® MASTER ACK BIDE / 2 ALTERED, DESIGN 4251 p CHANGED Q iVr REC ROOM DOOR MASTER LIVING ROOM C w 16 1 REMOVED,RINSE 3237 BEDROOM 17'O'x12'S" ``. N STATION NOTE CL. _ W �., L NE OF OVERHEAD C REV. NOTES. DATE ..WE ."iMU Z \ ARAGE DOOR . R RECREATION B m ROOM F 9 17'9"x1 3'9" E, \ — REVISIONS: x \\ CL. CL. NEW CEILING d. W 6 B O O NEW FLOOR ABOVE �� O rt SCALE:}°-1 FT EXISTING SLAB, \\\ It436 436 4 ..6}" -- a'•o�" — '-a" E�•e-- DATE:...... G -DECK- H -FARMERS PORCH-- PROJECT: D W b -- — ----_-- _— - � PROPOSED 2 STOREY GARAGE BOX SAN :I D"PR—) \ rc ADDITION AND 7 ' of 1'-3'-e�^-1-3'•B�^� _ .-1 " i' 6'-3}"� ,a = STOREY FRONT AND 7 4 e"—J�-.�'-e°— -4'-B^ \. I°+ REAR ADDITIONS U 9 �- 4-B° " U LOCATION: Q' �I m FRANCISCO AQUINO & W. W NIVIA FERREIRA B ® SMOXE DETECTOR w 318 AMES WAY, miEXI8TING4"WALL im CENTERVILLE, MA o PROPOSED 4"WALL 132632 W PROPOSED 6"WALL - O ? i .DINS.TITLE: JI �J PROPOSED FIRST FLOOR PLAN ' I L — — —— — — —— B — — — —— — — — — —------- -------------------------------- LNE of FRONT SET ACK ZONE RC 20 __.____--_--_.-._-..-__-__ -._--.-. ... __ EXISTING ASPHALT DRIVEWAY C PROJECT NO. 1Sol 1 PROPOSED FIRST FLOOR PLAN 11 — 1 FT. DWG. NO. AZ A2 . 2 CAPE ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT THESE PLANS ARE NOTTO BE REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTAINING THE WRITTEN CONSENT OF CAPE ARCHITECTURE CAPE ARCHITECTURE TYPI13AL NOTES: 1.CONTRACTOR SHALL INSPECT ALL EXISTING V. PROPOSED CONDII�I ONS PRIOR TO AND DURING CONSTRUCTION AND MACKENZIE BETTY ASSOCIATES, NOTIFYIDESI ONER OF ANY DISCREPANCIES AND/OR CHANGER PO BOX 645,BARNS TABLE, THAT MAY BE ENCOUNTERED. MASSACHUSETTS 02630 2.CONTRACTOR SHALL NOTIFY DESIGNER,IF AT ANY TIME THROUGHOUT CON TRUCTION ANY EXISTING CONDITIONS ARE T-SOB 367 5900 FOUND;TH AT MAY PREVENT THE SUCCESSFUL COMPLETION OF E-KMB@CA PEARCHITECTU RE.N ET ANY PO'.RTION OF THE PROPOSED BUILDING.CONTRACTOR B HALL NOTIFY DESIGNER OF SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTATIONS TO THE PROPOSED BUILDING AS PRESENTED IN THEER FINAL CONSTRUCTION DOCUMENTS. WWW.GAPEARCHITE CTUR E.NET 3.THE CONTRACTOR SHI LL CONSTRUCT AND MAINTAIN j TEMPORARY WALLS/SHORING TO MAINTAIN AND PROTECT THE EXISTING HOUSE AND T}IE STRUCTURAL INTEGRITY OF THE EXISTING HOUSE. 4.THE CONTRACTOR SHALL SCHEDULE AND PROTECT FROM ALL GENERAL NOTES: WEATHER,ALL EXISTING)HOUSE COMPONENTS AND INTERIORS 1.ALL EXTERIOR WALLS SHALL DURING CON BTRU CTI OIL NO CONBTRU CT TEMPORARY BE 2X6�a 16"D.C.UNLESS NOTED END HUREH AS MAT BEAREq U1RED TO ENSURE SUCH PROTECTION. OTHERWISE. S.THE CONTRACTOR 19 TO PROVIDE FALL PREVENTION ON ALL 2.ALL INTERNAL WALLS SHALL WINDOW B WITH SI LLB OVE 72"ABOVE FINISH GRADE PER CODE.BALL WINDOWS B ALL HAVE FALL PREVENTION DEVICES BE 2X4 @ 16"O.C.UNLESS AND SI{ALL COMPLY WI(H ABTM F 2090.WINDOW OPENING NOTED OTHERWISE DEVICES SHALL BE BEEF ACTING AND SHALL 8E P061TIpN ED TO PREVENTTHE FREE PASSAGE OF A 4°DIAMETER RIGID SPHERE I 3.CONTRACTOR SHALL VERIFY THROUGH THE OPENINQQ WHEN THE WINDOW OPENING LIMITING ALL WINDOW OPENING PRIOR TO DEVICE:IS INSTALLED IIi ACCORDANCE WITH THE ORDERING WINDOWS. MANUFACTURERS IN DNS' 4.CONTRACTOR SHALL VERIFY 6-A ALL dIMENHION5 ARE TO THE CENTERLINE OF STUD WALLS ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR INTER NAILY AND TO TH OUTSIDE OF STUD OR WALL - ASSUMES RESPONSIBILITY FOR EXTERNALLY. I //--LINE OF EXISTING EXTERNAL WALLANY MISSING OR- DIMENSIONS NOT BROUGHT TO 2'-7 THE DESIGNERS ATTENTION. � ° � 20'SETBACK � H' Nm ENGINEER: -6}" SPARTAN EN13IN ERIN C MA aR DECK m —DIMENSION R VARIES OOF s loeins..°a a �0 I N STUDY 6 i B B LS® 1° • . ¢� I , mTIVRy erwwoE LAUN ° 3 O 3' ® O i 1 FRI. T L O 1 •e 1@� ;Wzjr*El I BEC RO D --m -- -- °1 enrneo" cc m BIDE SETBACK eR C.• 3 ALTERED DESIGN 115021 ¢uaoLA 64 v - O N CHANGED BIDE SETBACK e ALTERED DESIGN 2 4251 IN MASTE 3 U CHANGED 3TH R3O 1 STUDY DOOR e c 3} 6 1 REMOVED 3231 2X6 INNER W°1.0 WET WALL B'B"x7's" , REV. NOTES. DATE REVISIONS: _ ® / SCALE;}'-tFT Ll 'z4 DATE:22011 a ne • 7m DECK N PROJECT: D 0 F PROPOSED � I I 2 STOREY GARAGE N STOREY FRONT ADDITION AND 1 AND H. REAR ADDITIONS C N'm j W LOCATION: mj n FRANCISC❑ AQUIN❑ & wi O � H j H NIVIA FERREIRA of ExIGGTiNGEaEwALL a 31 S AMES WAY, m CENTERVILLE, MA m' u 02632 P R.—ED 4°WALL m of H =i Rovoaeo 6"WALL i m DWG.TITLE: J� ja PROPOSED SECOND FLOOR PLAN I , EXISTING ASPHALT DRIVEWAY PROJECT ND. 1801 1 PROPOSED SECOND FLOOR PLAN III - 1 FT. DWG. NO. A3 A3 . 2 CC CAPE ly ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT THESE PLANS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTAINING THE WRITTEN CONSENT OF CAPE ARCHITECTURE CAPE ARCHITECTURE MACKENZIE BETTY ASSOCIATES, PO BOX 64S,BARNSTABLE, MABSAC..B ETTB 02630 wren.ovPew mr noeP T-50B 367 590❑ E-KMB@CAPEARCHITECTURE.NET BO v .Le w/enPw.w ow'nc WWW,CAPEARCHITECTURE.NET zo.z an 1 xS--A T. 2°aeo noLoin.on 1 n 1 O wwelze iw�n -LI LA—AR.e,oina GENERAL NOTES: 1 x6 B 1 n9 eownew rwln 1.ALL EXTERIOR WALLS SHALL 6n6 PPere w,Tn 35'nion RAILI111 OTHERWIE 2XG SE."O.C.UNLESS NOTED .uaron.uwoLA E w 2.ALL INTERNAL WALLS SHALL wAi..o a BE 2X4 @ I S'O.C.UNLESS An eownew wane �� -- -- -- ----�---- - — --- ---------_----- SECOND FLOOR CEILING NOTED OTHERWISE _—_ - 3.CONTRACTOR SHALL VERIFY ---- SECOND FLOOR HEADER ALL WINDOW OPENING PRIOR TO ® _ - -- ----- ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY _ ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR 0 ANY MISSING OR INCORRECT - - DIMENSIONS NOT BROUGHTTO THE DESIGNERS ATTENTION. SECOND FLOOR ENGINEER: _-----_ ________ --------_ FIRST FLOOR CEILING SPARTAN �� ENGINEERING LLC 14-1741 GARAGE HEADER FRAMINGHAM MA —_—_—_ - FIRST FLOOR N GARAGE SLAB f .�T 1 dI 11=III=1�-- n111I1---1 r-1-rI�_11 L-II1IL=L1I1 _�I,-III-iI k=11 LeIIiI=--WII_-,�J�III--I I IlkW 11 EIII-III -IT-I 1l1 -1W=1IIFF=IIEL_I11'1H llI uE T_I -l-QdW=�W-j=IIl-t_a1F TnR�I,71 "g- 0plL- 6 7 1===II k - �u_l- Iu I I- lll ---I-1-- I= W- -1 _ II _ -- 1-L-W= 2'7 ILLI1 III-r� T�III-I-W�I ..I�-"L7-i I"'m_ "GARAGE ADDITION— l� I -Qj- ull�l-I I�IIEII-III��EIISI�ii-r_ W-WC - I II-�T� =Q -iltinl IIL-1F �1141NII=111�11 -�II_ ri-, PROPOSED FRONT ELEVATION II I FT. WINDOW AND EXTERIOR DOOR SCHEDULE A4 WINDOWS MARK MODEL NO. ROUGH OPENING MANUFACTURER TYPE NO. OF REMARKS UNITS A TW 2436 2'6�"X 3'B ANDERSEN 400 SERIES TILT WASH,DOUBLE HUNG g 6/ 1 SIDE SETBACK 2 ALTERED, DESIGN(ISO 21 B TW2642 2'S�"X 4'4 ANDERSEN 400 SERIES TILT WASH, DOUBLE HUNG 5 6/ 1 CHANGED SIDE SETBACK ANDERSEN 400 SERIES- BOX BA TILT WASH, DOUBLE HUNG 3 UNITS 1 ALTERED, DESIGN 4251 C 3-TW2436 (3) 2'6 A"X 3'B 2 FACTORY MULLED CHANGED D TW241 1 1 2'6�"X 2'1 �" ANDERSEN 400 SERIES TILT WASH, 2 REV. NOTES. DATE E DVL2026 2'6}"X 2'0 '" ANDERSEN 400 SERIES OVAL, 1 REVISIONS: EXTERIOR DOORS SCALE:}°-IFT ewmn en,nnev cnrenoeo - 1 FW6068 6'2 a"X 6'8}" ANDERSEN FRENCHWOOD COLONIAL INSWING 4 1 5 LIGHT DATE:22D.IB 1 n6 rR,N 2 TBD B'O"X B'O" INSULATED OVERHEAD DOOR PANELLED OVERHEAD 2 4 HORIZ. PANEL PROJECT: c.wnew wLAen,nn an nLAi.wA.x 3 TBD 2'B"X 6'B" TBD 2 PANEL,9 LIGHT 1 - vRD P06ED 2 STOREY GARAGE 4'nuii.w on 1AS 1-1. -- ALL PROPOSED WINDOWS TO BE ANDERSEN 400 WITH WHITE EXTERIOR AND SIMULATED DIVIDED LIGHTS INSIDE AND OUT ?`DDITION AND 1 eLAnaonwo emnNmN IxlD wweize iw,n ® -- @a UPPER SASH ONLY UNLESS OTHERWISE NOTED. DOES NOT INCLUDE CUPOLA WINDOWS STOREY FRONT AND REAR ADDITIONS LOCATION: - _ FRANC15C0 AIIUINO & wA,........nnwewwPn. NIVIA FERREIRA Bz6 nceie wirN 36'Nan wauNne 31 B AMES WAY, a eA1e werl.wn w/nnnn.w,-L<,an�n. _ CENTERVILLE, MA O 2 fi 3 2 -- - FIRST FLOOR CEILING DWG.TITLE: PROPOSED FRONT& SIDE a'B'Deep Ps.X w,in o.nowATive awnexeie m ELEVATIONS WALL L1nnr - B'x B'nvewncAI.Awx.c aoowe _ PROJECT NO. 1 801 _ FIRST FLOOR DWG. NO. _ GARAGE SLAB -I 1 W W-II I111= IF_ll L I�I[llf_I 1-II_ II�F- i -L I-W- I I I- IL I�IF-II-IH'F�II I J-I I I IFldl IF91 IL-1J1=ll,-n 1 I- i FJ_�_=11- lIF-I_IIl�-II�-y� t= 1 I�1=Lll7 kl 71-111=IK,ll,I_II-r--IIIJ=IIFI I=LJ= �� 1- II_- _V- - -W=[Ii11=111= Iil_ Ill=1111- -II!=IL=1I-11=I11111=WJ�L-IT-W=W-II� 1=W-IJ =lL=�W=L1-1L1=111- -III W-WWLf=emu I���Ill r17L�ll TITjI =J-W Jlll --- II�l_ _'II _IIL-IIL-IIF_IIL--Ill- -I- -I- =1 - -II 1- 2-JAL -I�WF k-IJIL- IIL-IIL-III_II L.II JIFIII=IIL-IIL-IIJrJCIII-IICIICIII-IIL-III-II-II FIILII IT --IEI 1- -II - -C -I - - -- RESSLY PROPOSED SIDE ELEVATION II 1 FT. CAPEARCH ITECCOMMOONN LAW CA RESERVES ITSAW dw COPYRIGHT AT THESE PLANS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTAINING THE WRITTEN CONSENT OF CAPE ARCHITECTURE CAPE ARCHITECTURE MACKENZIE BETTY ASSOCIATES, PO BOX 645,BARNSTABLE, MASSACHUSETTS 02630 T-SOB 367 5900 E-KMB@CAPEARCHITECTURE.NET _7 W W W.CAPEARCHITECTURE.N ET GENERAL NOTES: 1.ALL EXTERIOR WALLS SHALL BE 2X6 @/6.O.C.UNLESS NOTED SECOND FLOOR CEILING _.-.- -...-..__- ___.._ ___._. _.... ._-..._ -_...__ __. --___ ___ .__"....__. OTHERWISE. SECOND FLOOR HEADER Hill 2.ALL INTERNAL WALLS SHALL --------- - BE 2X4 ea 16°O.C.UNLESS NOTED OTHERWISE 3.CONTRACTOR SHALL VERIFY Q ALL WINDOW OPENING PRIOR TO - ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO DO NSTRUCTION.CONTRACTOR AS 9 U MES RESPONSIBILY FOR SECOND FLOOR _ _ ANY MISSI IT NG OR INCORRECT --------- FIRST FLOOR CEILING DIMENSIONS NOT BROUGHT TO THE DESIGNERS ATTENTION. _______—_ - - ��- - - _ _—_—_—_ FIRST FLOOR CEILING GARAGE HEADER -—-—-—-—-—- - ENGINEER: SPARTAN FRI �o ENGINEERING LLC p p ® FRAMIN13HAM MA FIRST FLOOR ---_ ------_—_----- - - -- FIRST FLOOR LA LA GARAGE SLAB _—_—_—_—_—_— _—_—_— —_—_ _ -- - -IL-IJI=LIe W=1 TI-LIE����L1����EILEIIEI�I- ,1�-ILE 11-W-1- =11 IIEII_IELLL=EI- - 00 MITI I-l�ll�ll� I-�� =1�1 II�11=IIEIIEIIGII dIeLLF-l�i`F"-�W-111=I I� ILE{I�j11=_IjI�IJF I-lll=L-li_�I4-11 ®®u l 1 III 1LII�LI- I_TF-G�-fll�"II Il LLI nmnlmuulmrll—mTmmr11�Ilna'b 1/2°pARAOEADDITION I�I�I� I W-tt jllll-ll _ITI�k ITT�ill��-I�i W-W-�II-II�W-111= W- -W' -- - -ITI-III-{_ITI L-W=III-IIHII- -11611 II Ik�-T — ILt=Lkl RUN IdT- ° J-i II ILL-,ILgI-III II_-I_-II (LL�L�ITi_... I-I�,L-�,IL WIiLnIL_II 11W�IR�1-III>I-W-LI- 1-�W �-1 I-I I-1L-i-11-I�I- I W-IJl„�LWl I�-111- -1L-I 11,=111 w� - _IJ-I_- ASEMEINT TF711,: IH' :II1 NII_i 1I IINa, I I51 ri-""�PROPOSED REAR ELEVATION 11 — 1 FT. A5 BIDE SETBACK y ALTERED DESIGN 115021 CHANGED BIDE SETBACK 1 ALTERED DESIGN 04251 CHANGED t REV. NOTES. DATE = i F u REVISIONS: 0 n 7"cTRIN NINN¢.¢xr¢NR.. ---fir. �----'�- 1 xb SCALE:}'-t FT _- E tXI Tww DATE:zzolte -- 4- Al.¢ R.T.R.w/eoPwER vueNlNv SECOND FLOOR CEILING PROJECT: __—_—_ = �--a"a Tu TEw IN IXB--A _ PROPOBED BEo NOLOIN.aN 1 11 D TRIM 2 STOREY GARAGE _ - - —A—ARobIOINR ADDITION AND 1 _ — �'--- I1661.51111¢RTRIN STOREY FRONT AND _ -r� REAR ADDITIONS �— wAlv¢o veAN ooww¢w wove LOCATION: " FRANCISCO AQUIN❑ & SECOND FLOOR LEVELk ---- NTANocoo NIVIA FERREIRA ------ —-—-— 31 B AMES WAY, FIRST FLOOR CEILING VILLE, MA - _ ----_--__—_—_—_—_--___- 2632 0- __— 2632 DWG.TITLE: m —DECK— FARMERS b EXISTING HOUSE PORCH �—bx6 wvere wnN 36°NIaN wnu.INve PROPOSED REAR & SIDE 2 _ ELEVATIONS FIRST FLOOR �- B _ --_—___--- —__—_—_---_ GARAGE SLA PROJECT NO. 1 80 1 �W�LL u-W-u "I rJj-III Ir-ILI��-I�IiII iI-iir=rrr""'ii' itiiT�-air-� - DWG. NO. A 5 1 LL-IL-�-W�Il W- -W- LLI�1W�j- =17Ir ,W Il i-I11JI'III�II 'E ,I�LI- W-fly p1-Ill-WII-Iy- I-W- fT-1-1�- -W-Ilklll„111= rlu-il Rill ,�' IIIII�'� Ell _ `F'i � III urn II I �-i I-u_T It l_IH-i�JII I u=1r�J�J udT-1u-w 2+r—"'�PROPOSED SIDE 2 ELEVATION II 1 CAPE ARCHITECTURE EXPRESSLY RESERVER ITS COMMON LAW COPYRIGHT A 5 THESE PLANS ARE NOTTO BE REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTAINING THE WRITTEN CONSENT OF CAPE ARCHITECTURE /7 o w TJ C, TI /'14 17 Te o V t c9 6}, �4'r /7.S s L, / / �i • c �o ' O�y-ST/'/p�!/C /T / o N �G v<✓ r� c I" 2"� ILa <r/ A IrO O 7-7-7 ef 16 y � � n3aZ . J 77 SS , L 77 %/ J7 r77 e 77 L 4:q 11' r f lk v 0) e 0- T T7/t 1 � I2•` o/ I• �t IL 1 r 141 . 177 / 77 P t'r /77 C /7 i f .1 CERTIFY THAT THIS PLAN SHOWS THE ACTUAL LOCATION OF THE STRUCTURE ON THE L.A�fVO AND � I THAT IT CONFORMS WITH THE BY-LAWS OF THE TOWN � A� PLAN a �� o r7 0�,/, o s / OFtorts,", oY1 wwo vy VANX qq No. 65`73�o 6E FRAKK COYFR'Y S T ENTON ST. 40. l1YANNIS, AMASS. aWl < �� 0/VTXA_ [P �► ' R SCALE 1 dti 20 FT. 6171 9 _ e Ve 3 t � CL 'j> N- / oow 77 Z r �v s N r n 7-7 17 67 " IQ V Ago � • Il � � • � a 47 ' f ..4 �• 14, VA 7r7 i 77 0,e r /77 C A 7;; -s zt. o h /Y v v 0�� zO /\ 78'1 view e IXY 14` / At !. JJTO I CERTIFY THAfTHIS PLAN .SHows a THE ACTUAI: 'LOCATION .OF THE STRUCTURE ON THE LAND AND �.., THAT IT CONFORMS WITH THE u i '� BY-LAWS OF THE TOWN _ gip, oo' , _ PLAN,J, � T ka� w41`'r Or Af/ tr cr 4r ODD vy FRMK /FRANK "tr I CONEB'! FRANK S TRENfON ST. Of a d° MYANNIS,. MASS. MCI f�510i1AL �4,,�� � + ofiTcnaa r w LAND svwvrrOw lCA1.E f rN +,�D PT. " V ..' 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