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0185 OAK STREET (CENT./W.BARN)
1 o ' 4 i P a 1'1. y � �IIII �0.flCYClfp�, il/!4'(14L 0 py1 11ll UPC 12143 Now HASTINGS,ESN o 1, i,i NO TES: 0 � • THE TOP OF THE FOUNDATION (T O.F)=61.99 WAS PROPOSED AT EL 82.5 ,R * THE PROPOSED WALKOUT GARAGE ELEV. WAS AT 65.0 (T.O.F)=58.0 (T.O.F)=55.0 (T.0.F)=58.0 EXISTING p' FOUNDATION (8" WALLS) T SUB-SKETCH `�4' TOP OF FOUNDATION a NOT rO SCALE �' (T.0.F)=61.99 h 3y°E s� .• � 522.�A� AS/LOT 14-1 ` r 0 60• ti EXISTING ` 06.0 FOUNDATION a �W 1 SEE SUB-SKETCH °0 AS/LOT 14-2 2 21 foR UPLAND AREA=66"664t S.F. 22'� NT i 70TAL AREA=6$9.96t S.F F, i N13g6�»N 0 i•� ��� ?O .33' yq AS/LOT 14-3 N13 A h 3636 oil Z AS/LOT 63 r AS/LOT 64 FLOOD ZONE "C" FOUNDATION CERTIFICA 7'ION RES ZONE- "RD-1" TOWN.•BARNSTABLE SCALE. 1"=BO' PL REF 486-58 ELEV SEE ABOVE SETBACKS.- 30'-10'-10' I CERTIFY THAT THE 'ABOVE �� *A� � YANKEE SURVEY CONSULTANTS FOUNDATION IS LOCATED ON THE GROUND AS SHOWN, AND �co ®x P. 0. BOX 265 - ITS POSITION DOES ® T PPHEN UNIT 1, 40B INDUSTRY ROAD CONFORM TO THE ZONING LAW V DO'._E MARSTONS MILLS, MASS. 02648 SETBACK ,REQUIREMENTS OF ® }" TEL. 428-0055 B RNSTABLE _ s,�a o®® FAX 420-5553 --- JOB STEP N J. DOYLE, R.P.L.S. DATE.•12-29-04 NUMBER 53769FND SDS �trti Town of Barnstable Building Department - 200 Main Street BMWSTABLE. * H ya n nis, MA 02601 MASS. (508 16;9• ) 862-4038 .� ArFD Mpg!A Certificate of Occupancy Application Number:. 78581 CO Number: 20120036 Parcel ID: 173014002 CO Issue Date: 04126112 Location: 185 OAK.STREET Zoning.Classification: RESIDENCE C DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: A//ZG It Buil g Department Signature Date Signed TOWN OF BARNSTABLE Buildin �tHE g 78581 i STABIX,, Issue Date: 08/16/04 Per m t y MASS. �Al 1639� A� Applicant: Permit Number: B 78581 FO Ma'I Proposed Use: SINGLE FAMILY HOME Expiration Date: Location 185 OAK STREET Zoning District RC Permit Type: NEW SINGLE FAMILY HOME Map Parcel 173014002 Permit Fee$ 1,207.49 Contractor PROPERTY OWNER Village CENTERVILLE App Fee$ 25.00 License Num OWNER Est Construction Cost$ 256,704 j Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND I SINGLE FAMILY 4 BDRM/3 BATH W/ATT 2 CAR GARAG THIS CARD MUST BE KEPT POSTED UNTIL FINAL LINSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GEMINIANI,MATTHEW P BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 1733 INSPECTION HAS BEEN MADE. PLAINVILLE,MA 02762 Application Entered by: Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY;AWSTREET ALLEY OR S 1DEWALK OR ANY,PART THL'REOF,EITHER PORARILY 0 R TL );NCROACH7NENTS ON PT7BLIC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED"BY THE JURISDICTION.^STREETOR ALLEY GRADES AS WELL AS DEPTH AND:=COCA nON OFPUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMlNT.;OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT t)OES NOT RELEASE THEPL APICANT FROMaTHE CONDITIONS OFANY APPLTCABLE SUBDIVTSION RESTRICTIONS' MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE: PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). A, 0- 91 9-PAZ.,! BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I1-3— c, 5 2 �� -�t z 3 V 1 Heating Inspection Approvals Engineering Dept `I--�� F �� Fire Dept 2 fi 1 Board of Health s ' I Department of Regulatory Services Mass. 163o. BUILDING DIVISION'" ,R BY 6 c.. Department of Regulatory Services Mass. �$' =•.. 16gq. Fp�'l► A BUILDING DIVISION BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. f MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. e ,n t BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 + 1 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: r SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN.SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. . NOTED ABOVE. TION. : K . s.. t. TOWN OF BARNSTABLE Building78581 p BARNSTABLE, Issue Date: 08/16/04 Permit 9 MASS. �ArFO �AN� Applicant: Permit Number: B 78581 Proposed Use: SINGLE FAMILY HOME Expiration Date: Location 185 OAK STREET Zoning District RC Permit Type: NEW SINGLE FAMILY HOME Map Parcel 173014002 Permit Fee$ 1,207.49 Contractor PROPERTY OWNER Village CENTERVILLE App Fee$ 25.00 License Num OWNER Est Construction Cost$ 256,704 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SINGLE FAMILY 4 BDRM/3 BATH W/ATT 2 CAR GARAG THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GEMINIANI,MATTHEW P BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 1733 INSPECTION HAS BEEN MADE. PLAINVILLE,MA 02762 Application Entered by: Building Permit Issued By: THIS PERMIT CONVEYS-NO RIGHT'TO OCCUPY ANYSTRFET ALLEY 6R SIDEWALK OR ANY PART}THEREOF,HITHER ORARILY 6 E NT ENCROACHMENTS ON PUBLIC PROPERTY;.NO SPECIFICALLY:PERMITTE6 UNDER 'HE BUILDING CODE,MUST BE APPR&EDhBY THE JURISDICTION STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS'MAY'BE OBTAINED FROM THE DEPARTMENT�OF PUBLIC.WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM:THE CONDITIONS OF ANY,APPLICABLE SUBDIVIS16N RESTRICTIONS: MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR.TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). i f P n BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 1ri - \ u 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health by �.:-n - .. s'' .:.- f' a;,.�'�-� � �" ,�. �":� a ��"`a� ,t� "`�"�'"'� , ,."Y _ ) jTO s, - .,: ,. „„ , ..� . �. ._ � �� zap �'� ��. -;tip ,. 3, .»... . • ..a x _r . <. ,.r « �^.� "=' r a>.�,: a,:, :. _ a^:- u., `.. .aM' �'. .;.s. , '" . ' *f s**Y ' du:+@ rr;�.�f'- 5"a�as;'�i ,s'" J.� '�, "�. rep' *,UAW cn-...»N .,x §a;` .`a,."La ,. ' ., ., ,w .�:. �� �. �`^ � aY' •`a.�'y 5•.:• �,F, ,e ldS_�h°e-e—t' '�T:x - u�-1 eco'_ ;- t yp eques Sched „ t �- �@s App Profile m • tr III■ G' ' a '' al� i� h ;� 5� •, �* 1.1■ FRAME.1 :, � Ol/26j2UQ6 aft 12.00, 01J2612006 ATI FAIL ,. •ffr am v45— �� a ff !e FRAME 2 M Lq2/01J2006 hhl 12.00 JFl��� T 02/01J2006f� PASS x x � . ..-. .. ... - mod.--;..:.-. a:. -------------- INS INSP 1 p� U3y23/2006 ._ 12-00 PROM - .. .:03/23/2006f_ PASS. " ,. Y ` p 4 _ jj 7 77- „ *' S� _ PROVEMNT - _En _ r ter contractor name or partiai name to search 1 t t` 71 ralm m `.--,...,—, v S .. .�� ..;�. �.: .� a ;- .. s.. ,: ��.�.�`.'.:. � ,_`. .�.,' :. - - ..p - jai x��• - •, 1�-;:�;ew...,�,:::-..ems„-'�aa�,,�+tu�'.n�.. :" :.,...::s � X..u,..} 1- ,.� ,a`� ,tea: _ �r".. r,., .,-�.._.. ,. ��:, a ��`'N „"'k' �-� s _ �"• v„ , w 1,4,ot 4�.a. � � ,I ^�►1 � =Aetamts tt13 � �' *�'� �."., ��� � ��� r � � Mamtam proleWactEvi-y deta�l-for,the current apptEcaho,- .:x, _ , a � a 6 .' �, A- 3 �r ti.��: �� �. - � �. . �' �v �- ^ °' Tom•. - s.,* �. ' � � �. �° a Start P,.arcel=DetaiAr l::.. Math:5 stern :: eatFcn �' Desktopx My Corriputer. 0 �1 ^ r „ ° 48,PM� r. 7. TOWN OF BARN STABLEBUILDING PERMIT APPLICATION Map /� O3 Parcel i 04:9 - Permit# � Health Division Y '� (, l/ Date Issued Conservation Division vJZY� ,4� Fee C 10°� 1(.�1 Tax Collector K. ufQ �/ O t �( yVa DPP `fie �do� Treasurer ` Planning Dept. F >�/' Date Definitive Plan Approved by Planning Board Historic-OKH Pre e at yanni O Project Street Address �7• Ar 02 � Village - - Owner _At%%l/6G/ Address �6A •� �6�ra Telephone O — Ql/� 7g Permit Request er A-rIV e,-.,c e— �e��-ao� : , 16 r ,4,, Square feet: 1st floor: existing — proposed/®��2nd floor: existing proposed Totallnew � Valuation ®d,6om— Zonin District -/ Flood Plain g P Groundwater OvErlay Construction Type lVood'9R 4,h E .a_ Lot Size 3,°7�l��Sy. Grandfathered: ❑Yes XNo If yes, attach supporting documentclUk n. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure /V I/V Historic House: ClYes VNo On Old King's Highway: ❑Yes 4No Basement Type: J4 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) //dM- Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new 44 Total Room Count(not including baths): existing new First Floor Room Count. i Heat Type and Fuel: AGas ❑Oil ❑ Electric ❑Other Central Air: XYes U.No Fireplaces: Existing New x Existing wood/coal stove: ❑Yes .�'No Detached garage:❑existing 'new size Pool: ❑existing ❑new size Barn: ❑existing ❑new size Attached garage:❑existing Anew sizeaz/� Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# — Recorded❑ Commercial ❑Yes, X No If yes,site plan review# Current Use Vr rah-& k4nd Proposed Use BUILDER INFORMATION S-vF _ `d Sa S)A J Cv s Name � � J f > l Telephone Number _ Jr��' ° W F Address O Z lle�, b C fs License# N ° 4-M2 6 prJ m4 , 0Z 76 Q Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 7 . ie �,L FOR OFFICIAL USE.6NLY -.,,,PERMIT-NO. ol DATE ISSUED j 1. ` fZ, ,MAP/PARCEL'NO ADDRESS; k VILLAGE I =' OWNrJR DATE OF INSRECTION: FOUNDATION FRAME 22 t - INSULATION �'� � � ` �J �' '_O FIREPLACE ELECTRICAL: ROUGH FINAL ' 1 PLUMBING- ROUGH _FINAL t GAS: ROUGH FINAL FINAL BUILDING iF' :'[I �� v lz4 h Luj , i 3 3 DATE CLOSED OUT ' ASSOCIATION PLAN NO. I p�OptHE'°�� Town of Barnstable - BARNSTABLE. ` Regulatory Services 9 MASS. 1639. Building Division plFD MAC 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection F 40 Location I TY 0 Ak. '5+ Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: tJ EX7E*Tae_ snt-- AT S A OTf 'T) CODE (NA03D RNTLS e SPA T�4 G or 6P543 P--Z-5ERS LMV-RhL ST^WAZTy Ito OO A tCE--ss ELS -f-o EAVEs NEp a-o)5LALAM � P 7-KeN) N DT MEP EAWAGY PACk 3PNU5 -DFN I•J £9, t �►sT ? F7LbD R ufa� My sr ' zT Q 14� G)�4' F,4Z_ PTP�S htik,�r BC M35ktA'� .BA-5r.rh�7' .S T)MR-5 ALL T12��D bef rl� �C0 YtR� M� 1ti1CT ( 4'� / CA51AYCED 0b5z,.& -n No'5:N 6�� 4 L$c m 5S�G G LAP' OS v -3 Roam EX AU-S� M5 6 Aar' V� �JZF—c- Z 0 txg d° (6A$Sf►� sc� �5 Fe ➢b 007- OPT&: J>96PF21-Y .PrA-N. RArsEntiEr�T ) S14#rx1CALkO k-T A�1d3� Please call: 508-862-493�for re-inspection. PA'1� Inspected by Date The Commonwealth of Massachuse= Department of Industrial Accidents ( ` �ILL-- MYCe offopestlaaffoos �''... 600 Washington Street Boston,Mass.- 02111 Workers' %/JCS/JJam ensation Insurance davit namawwwwIll e: ,5-m IAII q N/ ' city A 4 '-nZe-ci; -e phone# �y'$—3�5`0�• ® I am a hamcawner performing all wmk myself ❑ I am a sole aronrietor and have no one working in aav muido u ❑ I am an campeasaticn for my empioyecs wozng on this job. ............r::.v:'•ii:•:-::w:!?{t^i}:{?•}:%�i�ii.'ii?tom::•.":..:......:::.�::{:;v:•::::.:w:::::.:,- ................ ............- :•: ,•.., ............. ..,:•.v:::vv::t�:.,w:}iT:iii}''::.`}`i:'..'isi::{.':.';;�•;:::i:?:;�v!::i•::;:::::;;::: i>:i:;�}>i>:�k�:;::::. .'.�:.�::.....-.:lv:.v::::::•:::::v:::.v:r...;:.....::•.•:•::..........::�:�::>v:...: .wyw��w^ .w��wY... ......:::iii;::•::::.�:::vv;:.........:.:.::::?..•.:.,....:: .,.::...::::?..�:nn•:.......;:n.�.,.,v::::::. ..... .tNlY-V a=i�11 afu�r•... ......... .-.....:::.�:::.......:::.:...:.-.:..........:.:....:::::::.v:::i�v::::::::.::;:.�r{.Y{:.v}.,:-,n}}.;:(::�;i:;:j::{:.�.;is?;:;;}:^::{•::.i:::�v:::}x{::::{:Y?•;{-::•.;:.;::.:.:+::':�..::' ::::.:� .................:....:::::.... v.i:v:•Y::;ti;::':<,Si•:�:^'�:'ii?{:;:•;.x{;.•:v.,.. ...::rvw..vir:••::::::v:{•ivT.•:}Y:'.;;...?i:.v:::iii:::•::::i:::::::::::..:. ........:::::....... ....:........ rvv::{:.•::.: v ...n.:ivv.......t..-....v............... .v..............v......... •...:.;:.:.v:::::v.v::w:::•::::•::::�::;.. 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Failure to secure coreap u required nader Seeti=2SA ofMGL M dead to tha of alai penalties of a Ban up to SlrSoa.00 aasii c ma yam,tmprisotmmt m weal ss ciTa penalties is the form of a STOP WORK ORDER nerd a tine of Sioo oo a day a fatast me. I=derstmd&"= copy of this eta--easy be foswatded to the Oince of IaraRigzdaw of the DIA for cove mCe Taldatioa, I do hereby certify under the pains and pmaltia of pcjwy that the inforn a ion provided above is true..and correct s - nay AF,ofncW use only do not writs in this areas to be completed b7 cw or town oIDrial city or town: Persadtfuceme 0 ❑BtdUing Deparaamt ❑Ikea—g Board Q cheekif issmtedi—response is required ❑Seleconen's ME= ❑Health Departtaeat contact person: phone M. ❑Other I 1 • • :I• •. • .1 ••►• • 66• .11• • • :It•1• • • • �/ • as • e I I I •.sibs•�. �• • •• • • • •• 164 also • • 1 y I I / 1 ••/�/ • 1!• •1 •. •• • • •M .•e •It • •• .••not • • •.• ;.Of • • Is • • • • qso 064• ••6 • •1• • • •.! •r. .sibs•! • ..e••• • at• .••a• • • • :• • • • • • • •• • !•• •• a• •.•/ • sibs •//�I.1 ••// • / • r • • t1 •1 at •-i-06P661406110 • • • 1 ••• •�t • • .1•tl• • •N ibis • • • •• I.1•w• •V •It • •M•el/ •1 • 1 • •. ibis • / • • • e• • •1/ • • • a • • •M•. •1 •M /• / .I l •I•Ian•_••e1 • qpl•tole w•//•Ito 0 t•-#14• ••_• • sib .••el• • w V. /' 1 1 • Y / t I 1 1 1 • 1 t • 1 ! • 1 • t11 1 / / .11 / 1 Y11 + t •• 1 1 • 1 r • 1 • • J. 1 •1 rib 1.1/• • • I / • • • : / 1 1 • s ib • - s : t 1 I r 1 / of to 1 eUe1/1 •/1 ` -it r e • /.- •e Y YI ••J • Y ibis YI I �••/•M ••1/• .•• • ••/•/� . .1 lit •• •�/ •••r / • • 1 • • •/. •rib • •�.• a «mne •/ let •• n 1 •t «/.••• e ••1.1 I .0 • + u • u wee• .n•n .0• •e•• to • «0/00I9 .•• • tr.•/t 7�, • t/ -r v, .n • • • •HI slut• •-•t. •ul• 1•I ••-. sibs.+.0 •1 .• t• .t/ I i• • . 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I t - t • 1 1 1 • 1 • 1 ' 1 ESTIMA TED PROJECT COST WORKSHEET '_~ •' '' , .. .r P I4.+ 3 yr _,.ai...~t .,+:♦y. .a 4 , _.:,:♦.. .'* A-j LIVING SPACE ,Value. (high end construction) square feet X$115/sq. foot= (above average construction) square feet X$96/sq. foot= (average construction) O Z square feet X$57/sq. foot GARAGE (UNFINISHED). square feet X.$25/sq. foot= 0,0 PORCH square feet X$20/sq. foot DECK d square feet X$15/sq. foot OTHER square feet X$??/sq. foot Total Estimated Project Value Affidavit of Substantial Financial Interest of 4ti�l , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map l °�3 Parcel Ll p0 The address of the property is %0 v'4lG r7— `�'��e 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which ism✓ Z �;the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address ( ?0 4. Within the last twelve months, from today's date, which is , 1 have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel .Address 5. Within this calendar year, I have submitted building permit applications for property in which 1 have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted 0 1 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, l have submitted Q building permit applications for property in which I have a 1% legal or equitable interest. , g, Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. / Signed under the pains and penalties of perjury,.this day of , 260_T 2001-0omaffin 1 O/LOTTERY/AFFIDAVIT B I•�_ 1� 1 E�� rJ G 1 3 2 ':_:iD:tee�``. 06- 17-2000 L 1 L r 3L QUITCLAIM DEED KNOW ALL MEN BY'THESE PRESENTS that Alfred J. Balerna,Trustee of the Elizabeth Realty 'Trust, under a declaration of trust dated July 30, 1999 and recorded in Book 12565,Page 333 at the Barnstable County Registry of Deeds, for consideration paid i O in the amount of Ninety Thousand S90 000 dollars Grants to. Y ( � ) , Matthew P. Geminiani of 8 Mirimichi St.,Plainville,MA, herewith 1 WITH QUITCLAIM COVENANT'S . I*he land in situated Z t ed in that part of the village of Centerville, in the Town of Barnstable,in the County of Barnstable,Massachusetts, located on the southerly side of Oak Street and being shown on the Assessor's map for the Town of Barnstable on Map 173, section 014, parcel 002 and further described on a previously recorded deed at the Barnstable County ,_- Registry of Deeds in Book 13042,Page 90, and said premises are more particularly bounded and described as follows: IJ \J) NORTHERLY By Oak Street, One-hundred ten(110)feet; EASTERLY By a line demarked by a division of property shown Q at N 22 degrees,22 minutes and 21 seconds W,two CG hundred sixty five(265)feet; NORTHEASTERLY By a line demarked by a division of property shown at N 74 degrees, 56 minutes, and 7 seconds W, fifty four and 7/10 `(54.7) feet; y . SOUTHEASTERLY By a line demarked by a division of property show at the property owned now or formerly by Patricia A. Barnes known as"Lot 9,"and the property owned now or formerly by Edward V. Cyburt, known as"Lot 7,"up to the existing concrete bound, one-hundred fifty and one-hundredth ' (150.01)feet; . SOUTHEASTERLY By a line demarked by a division of property starting at the EXHIBIT BK 13 1EB7 I-u'1 3 08—q existing concrete bound and shown at the property owned now or formerly by Edward V. Cyburt, two hundred four' and thirty three hundredths(204.33) feet; SOUTHERLY By a line demarked by,a division of property shown at N 76 degrees,23 minutes, and 25 seconds W, one hundred seventy(170)feet; SOUTHWESTERLY By a line demarked by a division of property shown at N 22 degrees,44 minutes, and 35 seconds W, one hundred forty-eight and seven hundredths(148.07) feet; then - - SOUTHEASTERLY By a line demarked by a division of property shown at N 52 { degrees, 52 minutes and 39 seconds E, two hundred (200) -' feet; then r BY AN EXISTING BOG Shown as bounding the property owned now or formerly by Ronald Mendes, seventy five(75), then one-hundred five : w (105),then one-hundred thirty eight (I38),feet, all as shown on the aforementioned plans. For title see deed of Ronald C. Mendes,trustee recorded with Barnstable county registry of deeds in Book 13042 Page 090. M71 In witness whereof,I have hereunto set my hand and seal this 8 h day of June, 2000: <F —a: n D i 1 4 4 I ' Alfirod J. Bal a, Trustee to 1 Elizabeth Realty Trust t" x N o I I r r+y N Vi O M b O I - CJl C17 X d K I COMMONWEALTH OFMASSACHUSETTS L o o Barnstable" ss y June 8, 2000 " 1je� personally appeared before me the above named Alfred Balerna and acknowledged c , le oregoing to be his free act and deed � s 4Ndi , Cdry P b«c RGA .T.tJ-PAC:USKA,Notary Puling d► „ " (A Commission Expires June 3,2005 4, � v .My Com on Ezpi `s Q I G ' ,'. Co.J m v 8ARNSTARL9 COUNTY - BARNSTABLE�REGISTRY OF DEEDS n REGISTRY OF DEEDS - A TRUE COPY IACs € ATTEST. Jt7HN F.ME/IDE REGISTER -s _ �t i oF'THE r, Town'of Barnstable Regulatory Services awetvsrns[.E. : Thomas F.Geiler,Director MASS. 9�b i639• .•� Building Division ArEO��A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 7 04 JOB LOCATION: ( 67 © /L, , J / ���fio"✓ ��1/v���/� number street village r^� .HOMEOWNER": '"`'�//7-7� �!� 14 Jf4j �C`(091— �c�'� `�' p- '97to —'106 name home phone# work phone# CURRENT MAILING ADDRESS:' � !` !/",-y ' city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and require S. o Signature of Ho eowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:fotms:homeexempt BC CALL®2003 DESIGN REPORT - US Monday,August 02,2004 09:37 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: M Gemignani_185 Oak.BCC: F1301 Job Name: Description: BEAM#1 GARAGE DOOR HEADER Address: Lot 185 Oak Street Specifier: City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Mario Gemignani Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: 1 Standard Load-40 psf 1 10 psf Tributary 06-06-00 .ham' . "F. BO B1 3016 Ibs LL 3016 Ibs LL 1244 Ibs DL 1244 Ibs DL Total Horizontal Length-09-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load, Unf.Area Left 00-00-00 09-06-00 Live 40 psf 06-06-00 100% Member Type: Floor Beam Dead 10 psf 06-06-00 90% Number of Spans: 1 1 roof Unf.Area Left 00-00-00 09-06-00 Live 30 psf 12-06-00 115% Left Cantilever: No Dead 15 psf 12-06-00 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 06-06-00 Moment 10118 ft-Ibs 63.0% 115% 3 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% End Shear 3550 Ibs 48.0% 115% 3 1 -Left Total Load Defl. U347(0.329") 69.2% 3 1 Live Load: 40 psf Live Load Defl. U490(0.233") 73.5% 3 1 Dead Load: 10 psf Max Defl. 0.329'% 32.9% 3 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Member has no side loads. and analysis methods. Installation of BOISE engineered wood Connectors are: 16d Sinker Nails products must be in accordance with the current Installation Guide a=2„ d and the applicable building codes. b=3„ b To obtain an Installation Guide or if , c=5-1/2" a you have any questions,please call d= 12" • (800)232-0788 before beginning product installation. C BC CALCO,BC FRAMER®, BCIO, BC RIM BOARD TM BC OSB RIM BOARDTM BOISE GLULAMTM • — • \ ' VERSA-LAM®,VERSA-RIM®, \ VERSA-RIM PLUS®, VERSA-STRANDTM, VERSA-STUD®,ALLJOISTO and ' AJSTM are trademarks of Boise Cascade Corporation. F t Page 1 of 1 / mtotsw BC CALCO 2003 DESIGN REPORT - US Monday,August 02,2004 09:37 Triple 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP File Name: M Gemignani_185 Oak.BCC: FB02 Job Name: Description: BEAM#2 ABOVE BREAKFAST AREA Address: Lot 185 Oak Street Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Mario Gemignani Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: a 3 1 Standard Load-40 psf l 10 psf Tributary 06-06-00 r r Ak BO B1 4689 Ibs LL 4689 Ibs LL 2301 Ibs DL 2301 Ibs DIL Total Horizontal Length-10-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 10-03-00 Live 40 psf 06-06-00 100% Member Type: Floor Beam Dead 10 psf 06-06-00 90% Number of Spans: 1 1 low roof Unf.Area Left 00-00-00 .10-03-00 Live 35 psf 02-00-00 115% Left Cantilever: No Dead 15 psf 02-00-00 90% Right Cantilever: No 2 ext wall Unf:Lin. Left 00-00-00 10-03-00 . Live 0 plf n/a 90% Dead 80 plf n/a 90% Slope: 0/12 3 attic Unf.Area Left 00-00-00 10-03-00 Live 30 psf 06-06-00 100% Tributary: 06-06-00 Dead 10 psf 06-06-00 90% 4 main roof' Unf.Area Left 00-00-00 10-03-00 Live 30 psf 13-00-00 115% Dead 15 psf 13-00-00 90% Live Load: 40 psf Controls Summary Dead Load: 10 psf Control Type Value %Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 17914 ft-Ibs 74.4% 115% 3 1 -Internal Duration: 100 Neg. Moment 0 ft-Ibs n/a 100% End Shear 5911 Ibs 53.3% 115% 3 1 -Left Disclosure Total Load Defl. U272(0.452") 88.1% 3 1 The completeness and accuracy of Live Load Defl. U406(0.303") 88.7% 3 1 the input must be verified by anyone Max Defl 0.452" 45.26/o 3 1 who would rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(U240)Total load deflection criteria. above is based upon building Design meets Code minimum(U360)Live load deflection criteria code-accepted design properties Design meets arbitrary.(1")Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 1-5/8". of BOISE engineered wood Minimum bearing length for B1 is 1-5/8". products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing with the current Installation Guide and the applicable building codes. Connection Diagram To obtain an Installation Guide or if Nailing schedule applies to both sides of the member. you have any questions,please call Member has no side loads. (800)232-0788 before beginning product installation. Connectors are: 16d Sinker Nails e BC CALCO, BC FRAMER®, BCI®, a=2„ d BC RIM BOARDT"' BC OSB RIM b=3" BOARD TM BOISE GLULAM--LAM® c=5-1/2" . VERSA ,VERSA-RIM®, a VERSA-RIM PLUS®, e=32 e o r. o05 e VERSA-STRANDT"' VERSA-STUD®,ALLJOISTO and C AJSTM'are trademarks of Boise Cascade Corporation. 7 _ t3 0 0 / � b Page.1 of 1 BC CALL®2003 DESIGN REPORT - US Monday,August 02,2004 09:37 Triple 1 3/4" x 14" VERSA-LAM® 3100 SP File Name: M Gemignani_185 Oak.BCC: FB03 Job Name: Description:BEAM#3 SUPPORTING MASTER BEDROOM Address: Lot 185 Oak Street Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Mario Gemignani Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: 1 2 Standard Load-40 psf 11,0 psf Tributary 12-06-00 .1 AL BO 61 6672 Ibs LL 6672 Ibs LL 2521 Ibs DL 2521 Ibs DL Total Horizontal Length-15-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 15-03-00 . Live 40 psf 12-06-00 100% Member Type: Floor Beam Dead 10 psf 12-06-00 90% Number of Spans: 1 1 int wall Unf. Lin. Left 00-00-00 15-03-00 Live 0 plf n/a 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No 2 attic Unf.Area Left 00-00-00 15-03-00 Live 30 psf 12-06-00 100% Dead 10 psf 12-06-00 90% Slope: 0/12 Tributary: 12-06-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 35049 ft-Ibs 80.5% 100% 2 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 7787 Ibs 54.8% 100% 2 1 -Left Dead Load: 10 psf Total Load Defl. U299(0.611") 80.1% 2 1 Partition Load: 0 psf Live Load Defl. U413(0.443") 87.2% 2 1 Duration: 100 Max Defl. 0.611" 61.1% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 2". particular application. The output Minimum bearing length for 61 is 2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 Hain.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Nailing schedule applies to both sides of the member. products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2" d (800)232-0788 before beginning b=3" product installation. c=5 a " d=12" ° BC CALCO, BC FRAMER®, BCIS, e=3" BC RIM BOARDTA9, BC OSB RIM BOARD-, BOISE GLULAM-rm, ° VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, e ° ° VE RSA-STRAN D TM' X VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of b Boise Cascade Corporation: Page 1 of 1 i r 26'-0' - 4'-0' DILC 2 SIZE 'D' DU MEAD it O #Z it DW � LAUN FBI OVEN KITGMCN O BATN r LIN REP UP C _ ON i _i p CL. /2 WAL cL. Y �1 Y_ GARAGE V�-H►�� 3 DEN/ GAO P/P O GREAT- RM. UP - • 24'-O' FIRST FLOOR PLAN • � scnlFa�r�ra q ' RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 00.0 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE ga— square feet x$96/sq.foot= )-391 Z x.0041= 9 71 ,G 2- plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= IS N'3Z x.0041= 4,75,51 ACCESSORY STRUCTURE>120 sq.ft. J�7oW >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf. 75.00 >1000 sf= 1500 sf 100.00 >1500 sf-Same as-new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck.... ... _ — x$30.00= d (number) Fireplace/Chirnney . I x$25.00 o O (number) - Ingrodnd Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 Daniel E. Braman, P.E. 189 Harbor Point Rd. a� L aC Cummaquid, MA 02637-0361 �G�1 ('�,2vt�•�•6 ) � �. _ :�Qo,�G"� ; '�b�-off �tio�> �ag5 - 5c2t ' W jL S S STA- � v c t,44 9 115 b 5 j,, A-0 -SPA,." 14-' -/-Z WIA -' ej .c.. ; I�j � 12. � tom ® , D EAU STRUC9 l . vVt2Y-.153 b-ec:ems ck-4--�mc� A-c�, skav�-cLchrcI cAo�b�f. RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. �-Job': 185 Oak Street, Centerville Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X35 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 035 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 24 . 00 0 . 180 0 . 180 0 . 000 0 . 000 0 . 480 0 . 480 SHEAR: Max V (kips) = 8 . 34 fv (ksi) = 2 . 22 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 50 . 0 12 . 0 0 . 0 1 . 00 13. 17 24 . 00 13 . 17 24 . 00 Controlling 50. 0 12. 0 0. 0 1. 00 13. 17 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 58 2 . 58 Max + LL reaction 5. 76 5. 76 Max + total reaction 8 . 34 8 . 34 DEFLECTIONS: Dead load (in) at 12 . 00 ft = -0 . 194 L/D = 1483 Live load (in) at 12 . 00 ft = -0 . 434 L/D = 664 Total load (in) at 12 . 00 ft = -0. 628 L/D = 459 11-15-2006 12:11 JERE W SPRAGUE 508a 780531 RRGE,1 9C Medway Road Milford, MA 01757 T�echno Metal Post TelephoneFax#: 008}478-0530 Foundation Solutions Of MASS. WV i c re: Hww technomAtalvost rom Facsimile Cover Sheet r To: Phone: - Fax##. _.�.— ; Jeremy S a ue From: Email: 1 _ ...: ....-.. .art .. Number of pages including this cover page. _._... .. Li l 7 C F4. -31 sir p ;1-15-2006 12:11 JEREMY SPRAGUE 5031780531 PAGE:2 'Ted t Agew Past of Mess 6=Rt r7 9C eY ROe4 ® � PMB 4101 C NNOrd, AAA 01757 PHONE I�d"6,/►CTt Tm 2F PNJWT , K MD N " I r o r r� NOA S/pNALE"� ` osr 4. Ark Pon eso so 4 1 , 777 I QE OM-1 II a M JI ItaN sC, eJt Wtq WtAlk W.. L------- 0'xT'•0 LONG.WAIL I r r-I O I ` 1�J4�1000NLN KEYT YP r II I. �- OUS L 0'.4'-0'CONIC.WALL ON GONG.FTG.ON2 I I •. r •. �7+ f p 1 ' x OABgMjNT come.•xO'DEEP I a' 9 MIL LOLL,SLAB OVER_ a CONE.PfG. - .• - •. F;. •.L MIL POLY VAPOR OARRIER AVE • I OVER i'Cu•IPALTEO GRAVEL -' I I !1/Z'CONE.FILLED �{ 19-T' B O• OTEEL LALLY COLUMN n'PKT-TYP IBM PKT-TYP I CA.END OF BM. _ W N.BRG.4' MIIJ.DRG.4' _ _ - �• _ 7 P I ' • �—_ KU—STEEL GIRT • • . e _ f I I —.55 STEEL GIRT 5 I WI]xD!6iPEl GIRT I I � I I y /1r Go. FILLED I 4-CO.. LAD w/ / STEEL LALLY COLUMN ON ^ G'x' .—W O 6 COMPACTED GRAVEL GONG. S - r� II II - - • r .. + .t - - - �� mrO Zo L e W _ - I I , x • - ]-P.T.]0 GIRT BELOW ..r ALL 11 —1II 1 I ,III., �• 2- -7 ----- J --- ------ --- --------- II DROP B'CONC. CCNTINUWfi WALLS POR ON—STOOP I 4 • I F"' ]v -D•6 P.T.SILL PLATE/SILL IN.UL. _ _ - •-Q• ., W V' G• CIA GALV.A.B.a 6•0'O.G.MAX G `r 6 W 34'-O. I r p AME 6 F K 72IT a ' l- FOUNDAT aION PLAN rrer - zt - •6 T -. o o - I x w NOTES z .•� I I I I I I I I I I� I I II I I I I I I I 1 1 I I I Dj ALL STEEL 1-1 TO BC S I L r W~ ENGINEERED BY STRUCTURAL ?x O'•O 16'O.L -JI • z E-• U ENGINEER + h r I I I I -. •-7 _ • I I I nl I I I 1- I I I I - 117 I I I '1 I I I I I. I� E PLOOR JOISTS 1 1 _I -- • UNDER ALL WALL PARTITION. - SGUO LEL TO PRAMING. 60L10 BLOCK a MID.PAN _ C _ r i , - - I r 1^ I I GIRT BELLW �I - - - •. GIRT BELOW ' axlv..,. II li I 11 I I I 1 - II _ o v 0,1, oat o./o,/M • �I1 IIII� III III R VISIONS 4 • i _ " _ 1 I I L.•I I I 1 I I I.•.I I I _LI.I 1 11 1 .1 1 , DRAWN B I I I _ • .+. . - � _ _ • ` Y oBL 2x1aL o ALL' DRAWING NO. CONT.-0 FLOOR OPENINGS � �~�"••��, ! RIM J—T / A5 ` FIRST FLOOR FRAMING PLAN , At tit 40 .. M ML AM M� 'E r r+, a r •l. � r - - - --p� .>. �� • F -��'„ac,:��yip.' �'�,n '• , a i 1 1. 4 • k 1' e 4 1 x1 tf� 1.1 I Fri AM Aft ~. - �" _,,, tic' � _, �•� 'Ly P. _ - r_ �i ! 1� f� 1 R �1 '. , � , r` >.- 6! ,. .e� r � t 1 � �^.�+..__ � � �} � J ..� 4r ••.Y..�Vd. •_ <. .. ry -� ..., :.�r �. r, - _ �. � a .� ti ..�• 1 �. � 5 '� �� M. �.,� , .,,. - i. k` r �' •� .. �� °�� -fir ,._ _-•y,. ,,.�..�.� r. � . a r AK cl _ t x 1 . . _ _ 4r, •.:� .... - + :. •;. .ef+�: a ... _ _fir wi WAIL ,, r : .. •JIB-► r F :. ,v'y., r a ° DON'T RIDGE VENT ' - I 9.12 RIDGE BD. .. TYPICAL ROOF CONSTRUCTION'^ • . . "ASPHALT SHINGLES ON - - - 1p6 BUILDING FELT ON 1/Y COX PLYWO. - • ^ 12 2x10 RAFTERS 0 10'O.C.W/` . SIMPSON W11A CLIPS/16'O.C. ' ' 12 '1'(R-p0) FIBERGLASS BATT - KRAPT PACED INOW- C7 !xe 0 16,O.C. CON'T RIDGE VENT r0 ' r - TYP.ATTIC I'LOOt CONSTRUCTION TYPICAL ROOF 00 CONSTRUCTION - 7x17 RIDGE 2 D. �//fl • 9/4'TOO PLYWD WBFLOOR - ASPHALT SHINGLES ON - \ �/d GWED t NAILED OVER 15R BUILDING FELT ON \ \ 4 n 2x10'x a"' O.C. 1/2'COX PLYWD. - 6' (RIV)FIBERGLASS BATT INSULATION Pr;A;rV=DAFrLQ• _ _, \\\ IxS FASCIA DOE - F. x10 RAFTERS 16 O.C.W/Z \ qqq \ 12 \ W/ALUM:GUTTERS ( I 1 • Ixp FASCIA DDS SIMPSON H2.9 CLIPS•IY O.C. ," 1�- V W/AWM.GUTTERS 9'((R•p0) 116 NSUL. BATT 12 i KRAFTl FACED INDUL. F 1 p STRAPPING AT 16"O.C. IxS W/ t ' 2xp a 16'O.C. 1/2'O.W.D.-PAINTED CONTVINFlTYL I>s SOFFIT W/ Wy ,`. - .. ,.,• W. SOFFIT VOlNY. '" \\\ SOFPITVVErY1L'I' TYPICAL WALL camaTRUCTION W.C.SHINGLES p' EXPOSUREto TTVEK WOUSEWRAP - TYP.2M FLO CONSTRUCTION TYP.2rd FLOOR CONSTRUCTION \\\ N - I'-•1 1/2'C FLOOR CONSTRUCTION PLYWOOD $14,TOG PLYWD SUSPLOOR \ 2x6 STUDS a 16'O.G. 3/4 T*G PLYWD BUBPLOOR 1 _ GWCD t NAILED OVER \\\ a p i/2'RI9 UNPAGED FIBERGLASS - GL NAILED OVER 2x10.1 16'D.C. BATT INSULATION 221960416 16'O.C. .-� . 6'(RI9 FIBERGLASS BATT INSULATION - I/Y.G.W.B.-PAINTED- , T .. .. .. 2-1 5 /4'x9 1/2'LVL W121QO STEEL BM. r�, tO STRAPPING AT 16'O.C. '•• A V N I/2 G,W.S.•PAINTED - - O • Oro'TYPE'K'G.W.D. ,. Z ON WALLS r UST FLOOR CONRTRUCTION •. - _ ` P _ s h T t G FLTWD SUDFLOOR +° { GLUED O NAILED OVER - GARAGE 2x10 x•16'O.C. 6'(RI9)FESKGLASS BATT INSULATI 4 CONIC.SLAB W/ Ll 6'x6'10/10 WWM ON Y` F•�1 0. r� ' CO NC.APRON 6'COMPACTED GRAVEL B-2x12 GIRT - mras L= .FOUNDATION, _ Q£ -'� BITUMINOUS DAM►PROOFING - L.C.ON COIC.PTG. .: ON 6'CANC' - DASCMENT FLOOR, BEYOND FOUNDATION WALL W/ - -ON 161x10,DEEP p 1/2'CONC.GLAD OVCR . KEYED CONC.ROOTING - 6 MI{�POLY VAPOR BARRIER m 6 COMPACTED GRAVEL s CROSS SECTION CROSS SECTION w A7 SCALEA/4"=1'-0' s COPPER PAN FLASHING x - AT DOOR LOCATIONS _ F1RST FLOOR ' FABRIC FLASHING r SUBFLOOR r.a FLUSH FRAME 4x4 MAHOGANY DECKING w/ S.S. NAILS - - 4A9 ON 4A RED,CEDAR- -P.T. 2 40®46'O. PAINTED jj 2-P.T.2x40 GIRT GALV. u. - • SIMPSON H25 CLIPS ,l015T HANGERS - V DATE Ov/0//Ou - _ P.T. Zx40 LEDGER u/5/8'P.T. SPACER v/ d ' - 3/8' DIA,GALV.LAG BOLTS; REVISIONS SIMPSON CB44 - 0 46'O.C. STAGGERED , - I 06//0/0u - CONE.:SONOTUBE <. a • DRAWN BY DECK DETAIL DRAWING No. ' ScALE❑1/2'=.1'-0' w SMOKE DETECTORS REVIEWED o I -- N � o B LE BUILDING DEPT. DATE 00 FIRE DEPARTMENT DATE F BOTH SIGNATURES ARE REQUIRED FOR PERMITTING e Z Z uH 3 � 0. f R , DODO N z LOT 185 OAK STREET Q 0. NEW RESIDENCE AT CENTERVILLE, MA. "ABBREVIATIONS SYMBOLS CCHEI�ULE OF DRAWINGS =1�« GENERAL NOTES' see �aiso` Project Speci(ictitionsj: I. Vexisting surfaces disturbed during the course of the Work shall be reamset,uat.a;.¢a ~ .. finished b match adjoining surfaces. 'Patched areas shallbe finished in oucha'manner , ••.,- ,:-, e as to provide visual and structural continuity across the entire affected surface. AN.' ANLTaII saNE JT JOmr �r tt• :.: 1Eaoe T ,t T-1 TITLE SHEET Ar.1. ANN FIRM rWOR LAG o MIT _ '1.The General Conditions state that the Contract Documents arc Complimentary.' g. All voids created or surfaces disturbed resulting from Cutting, removal or Installation of sa ACCUSTLALTns LAN' ussairs A-1 ELEVATIONS , elements as part of the work shall be filled and finished b match adjoining construction. � Are® - '.i�: LPCTZLAVATORY A-2 ELEVATIONS Z.Provide the services of a Massachusetts Registered Surveyor to layout structure on site • . e AT Eras. munNmraelvNmm our o CERCI TOR= TIS Tax R NP and«tabllati'exlstlos elevations.Elevation of finished floor shaft W established by l0. Except u prodded in the Documents, no structural member or dement shell be out swrt;.sruNmrr xo. HNIONRT oeENla, Z ss�s�NN.e� A-3 FIRST FLOOR PLAN @T @RVI�NOIID NAT. NATEe,., - Architect with elevation Information provided by Surveyor. without written approval of the Architect. The General Contractor shell coordinate all au BLOM RAW rALmmvM - a4 0W NanaT m THE soTTTw Mstr A-4 SECOND' FLOOR PLAN dC cutting and @bell_advtm the Architect of any potential Conflicts with new or oxfoung .sum waessme x1 m. uxaH.NrEAr. °�150 nNs M.ae. ATTIC .FLOOR PLAN - - S.The Genoral Contractor is responsible for all the work. structure. „ sect BOTTOM tam. I01e111AM .ea0 FEE OPdt RMAM A.Build and install parts of the Work level, plumb, square and in correct position. - - 1.0 norm a WAIL KM MOUNTED � A-5 FOUNDATION PLAN E- w/- sae tn@IO�a For OEvaTRm B.Make joint@ tight and neat. If such in Impossible, apply moldings,-sealant or other It. Demolition wort shalt only be Carried out ones all temporary shoring and bracing is In amc aDa1eLeDD,a MR•. MD FIRST FLOOR FRAMING PLAN W ' fgeE4 LIFE OR wOWfmO POINT joint treatment as directed by Architect. Place. Remold of all temporary supports @haft w completed only after new work u«sun -CE Csaeet N.T.e, rot m aCmALmr �' A-8 SECOND FLOOR FRAMING PLAN & W C?T .':CALNOaaR .x.T1 via t0 ONVI C. Voider potentially damp conditions. Provide galvanic Insulation between different and complete. - rs CLcrostmW - Ole oN Coma 0 NOR Winn metals which are not adjacent on the galvanic soale. - Lt.All msbrials,equipment and workmanship @hall eanform b the requlremsnb of d e. � - arm ON o°PIRONG ROOF FRAMING PLAN d' F D. Apply protectM Naleh b parts of the Work before Concealing them. For example. authorities having jurisdiction of the work. COL OOLam �• PALNr O town TYPE A-7 CROSS SECTIONS" W a paint door tops,bottoms,dazing stops,stastmtg rebates, and hardware cutouts before cos:. CONCRETE m PALNfm - hanging Gaon,and palm corrodible mounting plans before tTUt@lilOg ports over @hem. 18.All materials and equipment shall comply with the Occupational Safety and Health Art, CONCRETE O Nm.ARP I �� s rE A-8 , dcte - CONSTRUCTION P a O m--7 SCHEDULES S.Whore accessories arc required In order to install parts of the Work In usable form - including all amendments, 'Corn. CONruCow n. PLATE end to make the Work perform properly. Provide such accessories. M special tools 14.All materials and equipment shall conform b the ro imments of authorities ha LAsne sermNos MAN$( - "� are required to maintain, adjust and repair products. Provide them. ing n `� cutest m�ETmssNmcPm JOtNr P� runloc Urmrax O !. Follow manufacturer's Instructions for aseembLing. installing and adjusting produab: jurlsdletion regarding not nsl¢g.or installing asbestos or e@besbs-oontalnl¢d materials. �' pALxes rLPUTO PLYWOOOD s�mNo PmeTTTON W Do not install products in a manner contrary b the manufacturer'@ Instructions IS.All t used on all products and assemblies$hall conform b A.N.B.f.Z68.1. Car. @aasmos P.T. QUARRY YNs ttrsa� NEE PaRrtrroN r fX) F•+ p cry Pain P ort }Noce E Nasser TAi unless auNorlaed In writing by the Architect. Specifications for Palma and Coatings Acceeslble to Children to MIHlmlse Dry film Toxicity. tH� -mssovsNa$mmo �mW E�sevR�® � ®m+C Ory wsu.Ton Z ,W C.Adjust and operate ail items at equipment.leaving them fully ready for use. 16.All warranties,guarantees and.service maintenance agreemonts shall Commence on the a") ssum m rive as 00006 � CONCRETE-PUN CR 4=100 E- U R.The division of the Documents into Architectural Structural.ElectrlcaL,Mschanlcal, dab of Substantial Completion of the Work or of the Item b guaranis"whichever is If 17a0mIDa ramTAm s BmsR -Plumbing and Civil components b not Intended as division of,We Worlr,by,trade or - P being s n. ao reALann as a"Deem ® aNacx Pm.Ym es @6t11aNa Plumbing. - later,ao that the Owner may receive full use of the item for the guarantee.or warranty. LLV- sUCwCWd ML. Wool period. a BUTTO mr N ao. nv OPena coffczm SLOCK nun as SEC. L Provide utility installations from lot line to house including underground electrical ' :tuv. ETETLTON -ssa, $mT1ON water. telephone and CATV to comply with all local Codes and requirements. 17.GENERAL WORE TO BE PERMRVM AS PART OF THE GENERAL CONSTRUCTION: `._� Wv 9KCHOCILY -sa®. eC�cnt p+•T� eeEc, @P@ClrrCaTWaL ® f . J.Concrete shall have Co hampressive strength of 8000 psi•56 days for wills and A. Beal cracks and opealnss to male the exterior skin.of the building tight�b water and OoarsO M sl°�ao suso.NAmaE scALa• . 3800 pet O slab work; and reinforcing rods.« waven wire fabric(RW!) per drawings. air entry. '� ;@t Edam®OR JOINT MAP. armPrroms ® ROuOH UJMR Bl Where noted• provide hard steel trowel finish on abs. - B. Provide adequate blockins,.bracing,.natters, fastenings and other supports to Install Em SENSED am area ® raw W� - Dampproofing shalt be factory manufactured.Oemi-maeUc comistency from asphalts parts of the work securely. Blocking, bmcing.,nelters. fastenings and other supports ITT. ,�'.'. TTHICSSUSPI mn, ® ERSUL&TRER-mOm - - and minaret fibers, and installed on all wells and footings. shall be of a type not subject to deterioration or weakening as the result of rA ml[ALARM Tae "PhOOTS2r Piers for decks shall be Concrete filled Sonotube forms. onvlronmental conditions or aging. - .era =rVIN ET M Tad TCNOaraaaaaTE ® -nmRnAmomN-EATT ' rTsoa�oro� TAX. Tap 0/►o0NamlaR C. Perform cutting and patching for all trades. Patch holes when ducts,condult, pipes n rwoaEActmmc TA.e. TOP Or TALL ® - EARTH - 4.The General Contractor abaft Verify all dimensions at the Elie and shall notify the nicer ,T TRIAL, _and other products pass through or are being removed.from existing-construction. VT. Pat, Architoct of any discrepancies before proceeding with the Work or purchasing materials TTP• TTPXAL• ® COMPACT OBarG or equipment.Verify critical dimensions In the field before~.febricattod Items which must - D. Provide ehasas, furred spates, trenches.cowry, Rita, foundations and other NTH, MUROATKIN Rana - _ conxtructlon required In conjunctid¢with the Work. If much construction I. not 'rtlaaaac' rNm Omal TIP. TERM TTERM IN iton eosso WERE NESR fit adjoining construction. Ishown on the Drawings, coordinate with Architect for sixes and'placement. 0 tie •SLY tPam TmL.eaNboamoN THd - tin Ong. oAL.vsN® . 6. All detalle are typical unless otherwise noted and are not necessarily shorn In the B. Provide and coordinate access doom and Panels.as required for xceee to equipment. oC. onnw,caxTRrcvoa. -- vAma��YdB0j0 cnrtu umx _ _ .* DATE 07/0I a Documents at all locations where they occur. requiring adjustment. Impaction, maintenance or other access and as required for access IL, O""10LAZNO � .The Architectural Documents govern the location of all Electrical end Mechanical Items - OTPAD. o BOARD w/ mH� 6DocumenEleElectricalto spaces not otherwise accessible, such as attics and crawl spaces. REVISIONS F. Check.Drawings and manufacturers' literature for requirements for bases,pads, and I'm NALOeaaaO w/O Er OUT Inebllad m a part of the Work. Msse other supporting structures. Provide such structures. Remove supporting structures Lava «sumac W.T.K.To WELDEDWELDEDvets aTAr Nsnaa.TOmwTna. @OOD 7. Existing items which are not to be removed and ere damaged or romoved In the course associatod with removed equipment and patch remaining surfaces, a ism CONDnO M of the wont @hall be repaired and replaced in Like new condition without cost C.An part of one year warranty specified In the General Conditions, repair cracks and HAROWARS R s a result of settlement and shrinkage during the first year - other damage which occur a HOT REZOET METAL - after Substantial Completion. am INULATaN DRAWINGS ARE DRAWN BY Mr. mTsw it.All work shall conform to the applicable sections of the Massachusetts State Building 4nT. •�*. - REPRESENTATIONAL ONLY DRAWING NO. Code,Sixth Mile= For residential.projects. particular attention.shell be paid to Chapter - 86 - One&Two Family Dwellings;especially Table a W6.2.0 7astener Schedule for Structural - D 0 N 0 T Members'. � .SCALE Tol DRAWINGS Y — _ I CONT RIDGE VENT 12 10 F_ WOOD CHIMNEY , 70 MANUFACTURERS SPECS o _ o M I 0 m -12 CONT RIDGE VENT n 12 cn co m Tn- J F '•-1 ASPHALT SHINGLES ON 15p FELT PAPER - Z ALUMN. CUTTERS ONCIO 1x8 FASCIA BOS. a" ix8 FRIEZE SOS o n ® ® ® R.C. CLAPBOARDS C5 N (FRONT ONLY) Z a 4 EXPOSURE ON TYVEK HOUSE WRAP r� n F ir, 1x6 CORNER 8DS Z 0000 W ` FRONT ELEVATION • - 1x3/1x8 RAKE BOS, , F 12 12 F_ H 12 W . W.C. SHINGLES w 8 1/2- EXPOSURE �12 ON TYVEK HOUSE WRAP O ? PRE-DIPPED '.L' O 4 Zco W E- U O a 12 DATE o7/0vo4, REVISIONS Li.Lil DRAWN BY DRAWING NO. RIGHT SIDE ELEVATION Al c c N O O t• T Af1 co ldU 1 W.C.�BNINGLCB • � ',� 5 EXPOSURE T �--� ON TVCK NOOSE WRAP Z . PRE-DIPPED .. c� z cc a � REAR ELEVATION - ecAl.�a�a•�r•o' r , F W � d F � Lz7 x � Z ~ W F U O a W.C. SHINGLES C 1/2' EXPOSURE .. . - ON'TTVEK HOUSE WRAP PRE—DIPPED TT H DATE or/a4/oa REVISIONS DUI Em DRAWN BY DRAWING NO. LEFT SIDE ELEVATION A2 I 26'-Or 10'-01 Z41-or o 0 cv V-4„ -I° q_ia 4'_ir I c A B511-= SIZE UL HEAD rBr H A7 - A7 ID' 14' 5.,01 Ix4 MAHOGANY DECKING ® � Z O 'J6rz'Jir 1 1 1 q _J4F- 1 _ --- BREAKF;!�b 1 r I I I I 1� O CV � D -4" r I I I i m U � Z o DW 7'_4r i N OVEN. KITCHENATH CABUPI/2 WA' r -------------- GAR AGE - O CL. I O ON FMrnLi•CLG.I . O 4'-ir I � G P/P p — — — — - - 71 I� — - - - - � O BpEDRM. o cL.O GREAT RP1. � _ o Q UP mQ 2'-4" 7'- O O C) a "" BRICK BTTOP - .Z", O . Lo 00 4-ir 7_ r 7-ir 7f_ir ,��_ w '-ir V-iu 9'-or 4_0x i_o _ W ti z w M. 24_o -� U O - r Fa - FIRST FLOOR PLAN DATE of/o+/oa REVISIONS e - DRAWN BY DRAWING NO. A31 2e'-o 24'-0" 6' DIA, CONC. SONOTUBE, TYP. 2-P,T.OS GIRT J 0 II eo � cov I o 0 L - - - - J I I L — — — — — — — - - - - - F Ir=I'N I l _ I r '�71!9 ) I Z I xT-�0"coNC. WALL W li>f10 CONC. FTG, - .I I "(- C. FTG. - .I I w/2 z4' CONC. KEY I I I - BASEMENT e 1/2' CONC. SLAB OVER I . . 6 MIL POLY VAPOR BARRIER I I OVER i" COMPACTED GRAVEL In' CONC. FILLED o IS'-Oa I I LALLY COLUMN BM KT EAEND OF SM. VOIR PKT-T Y - - - -4 IN. DRG. � ►BTEGI GIRT_ Du : jIIIII Ioof W126e STEEL GIRT Co PW12ee STEEL GIRT - � FWH- , ma 0azZ e 1/2' CONC. FILLED4" CONC. SLAB wl STEEL LALLY COLUMN i xi 10/10 DO"Xe0"XI2" i COMPACTED GRAVEL CONC. FTG. TYP• n 2-P.T. 2x6 GIRT BELOW DROP T7 UP P.T 2z10 i 16 OG. DOWELS 12" o.c_ J — — — — — — _ — — — — — — — — — — — — — — — DROP e" CONC. CONTINUOUS WALLS FOR DRICK STOOP 2iT LUL I I DBL 2x10 /2" DIA GALV. A.B. • W-0OC. MAX 24' O" FLUSH FRAME FOUNDATION PLAN oM Y - - q I I I 11 I NOTE 1 1 I I 1 I I I I I 1 I I I I II I III I I 1 I I I I I I f I I W co H ALL STEEL BEAMS TO BE Z,. LZ ENGINEERED BY STRUCTURAL 2x10'• O 16' O.0 ENGINEER U 1 I I I I III I I I I I I I I I I I I a N 11 I i I 1 I I 4 I I DOUBLE FLOOR JOISTS e UNDER ALL WALL PARTITIONS PARALLEL TO FRAMING. SOLID BLOCK • MID SPAN GIRT BELOW I ., QIRT BELOW _ + I I f II II I I I I I I I I I I I I I I I I I I II I ' 1 I I I 1 I I ( I I II 2xI0'•,m il O.C. DATE av/o//ou REVISIONS I L�jI I I 1 1 I I IT II I I I I � DRAWN BY • CC4JT. 2x10 _ DBL DR 2xIO'o O ALL AWING NO. RIM JOIST FLOOR OPENINGS FIRST FLOOR FRAM ING PLAN A5 6CALE:1/4'=I'a r � .. KNEE WALL .. cl 0 II4 ON. l!, o y. CV I "I m UNPINII"ED i- CENtHR ON I-i4 co GABLE - I �N 1 Ln • � z KNEE WdkLL z z 0. n ao N O z a Z ATTIC FLOOR PLAN � m " nc _ F .. � _ O F 6. w d _ � I BATH 0 14'_0a _ H "'� t _ `i 2' I4 ' I - M: BATH NACU= I SHOWE �.: W .W.7^ c cONao .4 BEDI LIN G ® p 7 o u p 4, H co la 17 ON. ®r�� llak".AME ROOM.' .Z W a1 o E� U "ml � 1 , O _ AGCE89 PANEL t, O m D l i t - O q,_4a Ur n T a DATE ar/oi/oa REVISIONS p'_y". T_ a ��_ n ��_ n T_On 4�_ba se-o a 24'-0" DRAWN BY DRAWING N0. SECOND FLOOR PLAN A4 ..FLUSH FRAME F 2-9 1/4" LVL IIIIIIIII ( II o 10�• • I " O.G. C III " I I I I 2x10'. • 16" .C. � L Ll- F 1: STEEL DELOW- I - BRG. WALL BELOW �2-2xlO FLUSH PRAMS ® _ b-,ll 7/5" LVL I 1 1 1 I I BH.I I I I I I I I I I i Z II II 11 I I I I I I I I II I J I ( I I I 1 I I O I I I I I I •, � Z 2kil 0 1' II1I1 III IIIIIII I I I I I xl I'• 16, I.C. - 0 m .. 2-1 D/4"x9 1/2" LVL CONT. 2x10 FLOOR 2x10'• • ALL F-, OR OPENINGS HEADER AT DOORS RIM JOIST FLO vi BELOW K Z m C SECOND FLOOR FRAMING PLAN W 2.10 RAFTERS • 16" O.C. 2.10 • 16" G.G. a,• I I I i II II 1 I 1 I I III II I I 1 I , I I I I I I J I I I 11 I I I II I I 1 1 I I I I i I I I 1 I I I E-" IIIII II IIIII IIII ( I F � � � I 11►� I I I I I I I I � h I' I I I I I I- 1 1 II I I III 1 I II III I I ( � , I IIIII I1I -IIiIL II III IFIIIIIIII W IIII IIII . IIIII . IIIIII III. � � � � � x � � II I I I I 4 I I I II 2x12 RIDGE BD. 1 I I I {I II I I i III I I 1 III I III I 1 II I I � W III I _ � z I I I I 2x12 RIDGE BD. I I 1 II- -1 co W E IC I!T z ~ T O U ' I II I I II 'Ip pdIII IIIIIIIIIIIIII ) I a 11 I d U F- 11 1 I I 11II 1 I I I I I I I I I I IILIII IIII1 11I IIII11 IIIIII IIIII II IIII I •I II 11I11 111II { -1 I IIII ( IIIIIIIIII . I I I I II I II I I I II II I II II I 1 1 ill II I II I 1 I I I I I I I I I • i I I I 1 I I I I I 11 'I F � I I I I I I I I I I I I I I I I I I _ _I I I f _ OBL 2x10'• • ALL 1 _ _ ROOF OPENINGS DATE 07/04/011 REVISIONS ROOF UNDER 2z6 VALLEY LEDGER 2x6 FRAME LAID FLAT-TYP. DRAWN BY DRAWING NO. H- 2x8 • 16" O.G. ROOF FRAMING PLAN A GABLE DORMER • CON'T RIDGE VENT 2-12 RIDGE SO. - TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLES ON .. 14t DVILDING FELT ON In'COX PLYWO. 12 2.10 RAFTERS 0 16'O.C.W/ SIMPSON H2.4 CLIPS B 1{'O.C. 12F 4'(R-SO)FIBERGLASS MATT c� KRAFT FACED INSUL. 0 2r6 S 16'O.O. - O I- _ CON'1 RIDGE VENT i- ,�J'�7X17 RIDGE BD. c I O TYF.ATTIC FLOOR CONSTRUCTION TYPICAL ROOF CONSTRUCTION \ 12 �/L 'n 3/4'TGG PLYWD SUDFLOOR ASPHALT SHINGLES ON 14 GLUEO{NAILED OVER IDe BUILDING FELT ON \ \ •� .4 2ra'r 4 1{'O.C. In'COX PLYNO. \ \ w {•(RI9)FIBERGLASS GATT INSULATION PROP-A-VENT BAFFLE \ \ Ire FASCIA MOS F' _ 2r10 RAFTERS 0 16 D.C.W 12 \ \ a/ALUM.GUTTERS Ire FASCIA BOB S (P1Sl�ON H2.e CLIPS•1{'O.C. NJW/ALUM.GUTTERS I,'IMGRAPT&FIDENDULSB BATT 12r \ 20 S 16'O.C. \\\\ IrS SOFFIT W/ I e STRAPPING AT 16'O.C. Ixb DOFFIf / - CON I� In'G,W.D.-PAINTED cc"T VINYL \ SOFFIT VENT \\\ SOFFIT VENT TYPICAL WALL CONSTRUCTION \\\ W.C.SHINGLES W EXPOSURE - TIT.Ind FLOOR CONSTRUCTION \\\ +O TYVIX HOVSlWRAP TYP.2,d FLOOR CONSTRUCTION In,CDX PLYWOOD 3/4'TAG PL7HD DUD FLOOR S/4' T{G PL7WD SUBFLOOR \\ 2"fTUDs S 16'O.C. GLUED 4 NAILED OVER GLUED{NAILED OVER \\ e In'RPI UNFACCD FIBERGLASS 2r10'r 0 16'O.C. (0.1q)FIBERGLASS BAIT INSULATION \ - DATT INSULATIONF ' -PAINTED i - C 2-1 S/4'W I/2''LVL lAL!/BO Dt![L SM. 2 1 r e STRAPPING AT 10'O.C. - - :LS 1Zi4.3 - 'z In'G.N.D.-PAINTED 5/e' TYPE')e ON WALLS{C.G. y ,•� TYP.1ST FL—_CONSTRUCTION . - IF ` ~ z E/4'T 4 G I LED O SUBFLOOR GLUED 4 NAILED OVER .. 1:` In C] 2rI0Y B IFI O.C. - W ' {'(9 0 'O-C-LASS SATT INSULATI 4'CONE.SLAB aO COW_.APRON {'COMPACTED GRAVEL _ L STEEL GIRT = �_ •�Z t ..1 'FOUNOATION, Y L.C.ON SITU OAMPPROOFING CONE.M. . ON e'CONC. BEYOND FOUNDATION WALL w/ 5 In'CONC.SLAB OVER • -w,. ON 1{'r10'DEEP {MIL POLY VAPOR MRR(OI - KCTCO COPK. FOOTING ON'{'COMPACTED GRAVEL .. e CROSS SECTION SCALE;1J'r=1'4r - - 1 A CROSS SECTION E+ a A7 SCALE:1/4'=Y-0" � ¢ a o ., x0. � COPPER PAN FLASHING C:) EW-I AT DOOR LOCATIONS z .-� W H U FIRST FLOOR - 0 . FABRIC FLASHING SUBFLOOR P.T.2.8 GIRT 1r4 MAHOGANY DECKING - -- - FLUSH FRAME u/S.S. NAILS 00 1.3 ON 1e - RED CEDAR- —P.T. WO•16'O. PAINTED III . .. SMPSON CB44 GALV. - . HANGERS JOIST • - CONC. SONOTUBE DATE 07/oI/Oa P.T.2.10 LEDGER - u/5/D' P.T. SPACER W/ a REVISIONS 5/8'DIA. GALV. LAG BOLTS a 16'O.C. STAGGERED , A DRAWN BY DRAWING NO. DECK DETAIL A7 S.C. SOLID CORE DOOR 'S C H E_D U L E H,C- HOLLOW CORE - , SYM. MFR'S UNIT WIDTH HEIGHT`THKNESS CORE- PANEL REMARKS cq WINDOW SCHEDULE i 3'-O" w-a 1 3/8 `SC. 6 ''PANEL w/FLANKING 12 SIDELTS. - 1 TO BE SELECTED BY:OWNER " m ' 2 -ANDERSEN FWH2968-. 2'-q" b-8" " SYM. MANUFACTURER'S UNIT ROUGH OPENING REMARKS c 3, TO BE SELECTED BY OWNER V-D" I 3/a - 2 PANEL qr LT. A ANDERSEN.TW2852 2'-10' 1/8"x5'-4 ,7/8" B - ANDERSEN TW2432 2'-6 1/8"x3'-4 7/8" E� 13/8 . C ANDERSEN C235 4'-0 1/2%3'-5 3/8" �` ✓ Ur - 1 3/9 D .ANDERSEN TW2852-2 5'_7 15/.1..6„x5-4 7/8" 3/6 E ANDERSEN DHP 1057 1,-0 ��2..x5'74 7/8.. { _. a F ANDERSEN SE 3155 3'-2%6'-11 7/8" z q G ANDERSEN TW1846 ` 1 -10 1/8"x4'-8 7/8" „ 10 2'^6" w-01. 13/e H ANDERSEN DHP 31046 3'-11 7/8"x4'-8 7/8" s II -` 2,_a" W-a' 1 3/8 FIRE RATED - - J VELUX VS601 • 44 1/4"x27 1/2" „e w/REMOTE KEYPAD 12. 9'-0'. .. 7'-0' OH DOOR w/I2"•HIGH 14'LT. TRANSOM - - - - - ... . ? K :.ANDERSEN TW2446 2'-6 1/8"x4'-9 7/B" .:.� • � c 13. - ,.,q,_0° 7'-0. OH DOOR w/12" HIGH 14 LT. TRANSOM 14 2'-6" 6'-5. 1 5/8 .. NOTES. ,15 2'=6" 6'-8' 1 3/5` - - - I. -ALL ANDERSON. WINDOWS,a.DOORS TO BE 400-SERIES-W4ITE".._. r .,� "•-� X z -•• 16. 2"-0' b'-0'` 13/a • 2 ALL ANDERSON WINDOWS TO NAVE SNAP IN VINYL GRfLLES.• - SEE ELEVATIONS FOR''GRILLE PATTERNS, Q ! 17 :' - o - 3 'PROVIDE INSECT SCREENS 4 - i. - 'Ia - 2'-1' 4. HARDWARE TO BE DETERMINED BY OWNER'- . . .4 I-R - .51-0" .6'-6" 13/8 - BY PASS _ _• .. 20. - 5'-.0" k 6'-8" 1 3/8 - BY PASS. 3/8 ,. 21 - _ '.�. 22 2-6" .-6'-0' 13/8 }�. 24. 2-6' - 6'-0' 1 3/8� - _ - > a•. a HARDWARE NOTES: " F" TDETERMINEDWN-BY OWNER „ - ,...,", ALL DOORS TO BE PRE-HUNG SOLID.JAMB 'r - - ," - - - - - - _!:4 E_ . UNCASED-7YP. - - O 7 co DATE 07/01/0 REVISIONS DRAWN BY DRAWING NO. --- — 1J17G1h' `� ILLI�V���' 4,D/ LV 1 AS ___--- --_ _ -______ - ��' D S/LOT 14- 2 I T UPLAND AREA-66,664E SF TOTAL AREA W83, 798E S.F. / . J . + , �� �� \. • \ •\ IW4 IW5 \� O VE`RGRO WN 0 , �� ISOLATED , �� BOG \\\ \/ 4 �?pjN�,g1V� W6 WE AND �� + \\ 6 —_ AREA=496t SF \ / PLANT SINGLE MEADO W ROW OF WOODY THIS 7 � �� i SHRUSSEE NOBS 10 - __- PORTION o r� rr \ GAR. _ OF PATHr i Q r I 10R, 1��, (SZU � 61.s' TO BE �� g f �0 CONC. �i \sL� Elr 6a)O -__ REPLANTED 0 _- j _ ,WALIS � � `9� KPI, Lo PIK \ ,204. 3yRIVE'k'AY TP 03 \ C^0 7�6 01 FAN - 35 yY AS/LOT 63 .......... - _ -\ AS/ T 64 + ——— — —————————————————————————————————— —————————————————————————•� I I L—KNEE WALL I 00 o K DN. ATTIC SPACE 00 - CENTE_R ON UNFINISHED ' 00 GABLE t KNEE W LL I Z ---------------- — —� 4-_0" 5,_4u AREA CALCULATIONS z ►� IST FLOOR LIVING AREA 1,058 S.F. r r` ZND FLOOR LIVING AREA 1,445 S.F. xp z , z ATTIC SPACE 700 B.F. W p ` ATTIC FLOOR PLAN W - 1Ii_gn 10�-0° .. IOC-0u a gi_Ou �_O a . - O f o F I _ W BATH 00, I2'-0" DN. m W A-*4 'n I M. BATH JACUZZ m H (r m 111111. SHOWE CONLIN ® ® _ I4 ACCESS PANEL - - W �t TO ATTIC Z 17 '-10" DN. O + GAME ROOM Z W o n o M. BEDROOM a I I m O t ------- HALL I - v� :L,. L— i 7. - 8i_0a iq a 1- ACCESS PANEL 0 BEDROOM #2 m 8 1 n t a DATE o7/o�/ou T !� S. m n ' REVISIONS n © n © Q N 08/40/041 " se.-O.. -44i_0u DRAWN BY DRAWING NO. SECOND FLOOR PLAN BCALE:1/ ==t'-0" - - A4 I 2'-6" 24'-0" 8' PIA. CONC. - t EONOTUBE, TYP. - .� 2-P.T. 2x10 GIRT ' in di nt I J L co o - - - - - - - - - - - - - — J -� I L - - - — — — - - - � I F I I I I II II r I I ® � Z 8xT-IO"+GONG. WALL CQNTNJOUS ON CONC. 4CV 2x4COCKEYP ONI6xIO" ONC. FTG. I I , BASEMENT I I 9 1/2" GONG, BLAB OVER I 24"w24"M2" DEEP 6 MIL POLY VAPOR BARRIER CONC. PT.G. • I I OVER 6" COMPACTED GRAVEL - I I. - 6'-10" 6'-4" T-8" T-I" y I/2 CONIC. PILLED p I M. BRG. 4'P I I EAEEEND OPYBMGOIUHN II - .. `...� - - W1200 STEEL GIRT - •I L 8-2x12 GI T 9 Zx12 GIRT ` I Ie . ' I I �• Z t� - BMI P BRG. 4'I. �. " J I I _ 6nx�N0/10 L w�. I I S° z 1/2' CONC. FILLED" m.9 1/2 CONG. FILLED it � i` I STEEL LALLY COLUMN ON STEEL LALLY COLUMN ON I I 6' COMPACTED GRAVEL I 90'X80"XI4 C�prXjC?FTG. TYP. I I I I n W CONC, FTG. TYP. LL 2-P.T: 2x10 GIRT BELOW - k. ..,., DROP WALL 12" UP I — W DOWELS I_I2" O.C. — J r o�j — — — — — — — — — O P.T. 2x10 ® I6 O.C. L— . I DROP 8" CONC. CONTINUOUS WALLS FOR BRICK STOOP _ 2x6 P.T. SILL PLATE/SILL INSUL. w/I/Z" DIA GALV. A.B. S'6'-0" O.G. MAX - 2'-B' B6,_0" 24'-0 . I I' I DBL 2x10 i .W FLUSH FRAME .1_ i F FOUNDATION PLAN - - - - - x a I I 1 II. I 7 I NOTLL E: BEAMS TO BE 'I I 1 `I I I I I I, ( II ( 11 I f I I i =� I h I I I I TM F co � W ENGINEERED BY STRUCTURAL - W z ENGINEER 2x10's O 16' O.C. z W 1 1411 111 .11 O U. • NOTE: I I I I I 1 I I I I I I - I I II I` I I I I I. I I I I' .I I,.• "� . DOUBLE FLOOR JOISTS UNDER ALL WALL PARTITIONS PARALLEL TO FRAMING. - SOLID BLOCK O MID SPAN - • GIRT BELOW GIRT BELOW I I I I I I f 1 I I I I I II I I 1 I 2x10's 0 0' O.C. DATE 0v/o1/0u I 1 I I I I I I I I I I I I I I I I I REVIS ONS oa Io oa DRAWN BY—� CONT. 2r10 DBL 2xIO's • ALL DRAWING NO. RIM JOIST - FLOOR OPENINGS - FIRST FLOOR FRAMING PLAN " � ' A5 t LOCUS MAP SCALE 1`•2000' . CB , ZONE RC MINIMUM WIDTH•IDO FT. CB - ' MINIMUM AREA •43,560 SOFT. C9 1926 L0. 60'WIDE ASSESSORS MAP 173 R•685.9� - PARCEL 14 ;' -- A.161.57 W— _r TREE'; T29 50 >je n5 , 9 n3 0 C e N 67;,j1 j9 7.79.,y 'u'' ���gc N '�E OAK ,�q�'136?p0 `?a;T3q�1 ,n $ ZT t i '�N Do 1Q58 i ` soot a, 209 g0%` ,sa. s o�OA j9 E;., aazz e•�pSA NZ 00, 1p' \\ 09l Wa`9HP4Ea �11 'iO4''.0�9� atA��O O oP?�a - 63769,� * T Y D VIP ce - .. ♦ � lOT .e� - /you --_ -_-�!'f c v = � - - . ., l 3 252 - /' 33•e/��" �u+z ♦ THREE PONDS OR. cl41 i co a7 ♦ /� imp a°'� b� op Bll ./8gq ` loT9 0/ aF�oa' tia dr.13a ,�.or�3 et6 ?'1., / I t4 2 N ce ? :' 3 \ �Or/? i ..fir 1 CERTIFY THAT THIS PLAN CONFORMS WITH THE /p RULES AND REGULATIONS OF THE REGISTER OF DEEDS. - JANUARY 28,1992 PLAN OF LAND IN BARNSTABLEr(CENTERVI LLE) MASS. PEG. LAND SURVEYOR"' FOR OAK LEAF NOMI NEE TRUST, RONALD C. MENDES•,TRUSTEE e JANUARY 28, 1992 0 50 100 200 300 _SCALE IN FEET I°=100' ' nor �P I' CUMMAOUIO SURVEY INC. y ! 45 COLLIE LANE �CF CUMMAOUID,MASS. APPROVAL UNDER THE SUBDIVISION CONTROL LAW NOT REQUIRED-. DATE. IM 3L DEED REP:-BK.7099 PG.21S LQf/iwA/dCW"_ENSTABLE PLANNING BOARD _ 4 CUL VERT \ b �22 PIPE \ 92 - � \ ( �� AS/LOT 14- 1 \ DITCH- -------------- T 14 - 2 64f S.F. 66 \ REA 6 , . b h UPLAND A �Z - f S.F. / 798 -83 — REA ` "7. 1 `7 TOTAL A , . t i / IW4 IW5 0 VERGRO WN \ ° P T L2ZNC 5 I W3 \� BOG 6 rf ISOLATEDTO TAL `\ i AREA=4ssf s F. ��EA =91PLANT ® SINGLE � 0 �; ——— � ��. � �R` � \ - � !'/���`S @� �,/ / ' 58 ROW OF ' MEADO W // WOODY rn — --_ THIS `A� ° q SHRUBS Q (SEE NOTE 10) GAR _ OF PATH \ \ ♦ - - �� Q� �Qg (g� rr B TO BE \�� E I /" Orr- SLAB 60) --- - REPLANTED ° X6 C. 0 TAI IN� i��,G`� `� `��`' �0 ---__ 2� 2��011 �0�' / - ALLS ` o E QF P /��� ��' Q4 6 ' cr k, ��,� o��?, #10 #9� ,'' �' j l X1 �G KPI N Pi ov QYJK 01 / Y PIK i '. .. AS LOT 63 I AS/LO T 64 -----------_ Y CENTER VILLE 62, 5' tg OBSER VA TION HOLE I ELE V 5 7. 4 TOP OF FO UNDA TION PERCOLA TION RA TE <2 MIN/ INCH AT INCHES 20 milv PEEPI DEPTH HORIZ TEXTURE COLOR MOTT 0 THER 4" SCHEDULE 40 PVC "LAYER OF Tolo 10' MIN. I CONCRETE CO VERS R 10AD —3 MIN. PITCH 118 PER FT 0 0 EL. 61. 7 CONCRETE COVER STONE 3"-12" A LOAMY SAND 10YR 3-1 7 -/--/--/7 7 7 12"-30-" LOAMY SAND 10 YR 5-4 6" MAX EL. 60. 5�1 30 84 Cl COMPA CTTD 10YR 6—�4 4 CAST IRON PIPE FINE SA ND CLEAN SA�,D (OR EQ UAL) MINIMUM A PITCH 114 ' PER FT 9" WATER EYCOUYT�RED AT ELEV=50.4 84 inches) MIN. PIPE PITCH 1/16" PER 0 005 MIN. MED. SA ND NONE 84 "-144 C2 FLO W LINE EL_59, 75' 1 10" IN VER T MIN. 14 0 0 0 00 0 0 0 0 0 0 60. 25' 0 0 0 0 0 0 0 0 00 IN VER T 0 Cb 0 0 0 00 GAS S 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 o 0 0 0 0 0 io o o BAFFLE 0 0 OBSER VA TION HOLE 2 ELE V 56. 5 IN VER T 59, 75' IN VER T 16 IN VER T 0 0 00 0 o o, o o 58. 6' LOCUS MAP 59. 5' 59.25' EL 60. 0 DEPTH HORIZ TEXTURE COLOR MOTT 0 THER DISTRIBUTION INVERT (TO BE PLACED ON FIRM BASE) 0-3" 0 MECHANICALLY COMPACTET OR 6" OF SINE 59,25' BOX 40'x 16'x,i 6 3"-12" A LOAMY SAND JOYR 3-11 1500 GALLOIV-,) TO BE WA TER TESTED FIELD FORMA 17ON 12"-30" B LOAMY SAND 10YR 5-14 WALKOUT EL. 55. 0' F MORE THAN ONE 0 UTLET SEPTIC TANK, 72 cl COMPACTED JOYR 6- 30 PLA CE ON 6' STONE FINE SA ND PLA N REF 486158 314"Y TO 1-112' SOIL ABSOI�PTJON Y`RD—I "C" DOUBLE WASHED STONE IS ZONING., PROFILE OF 11C), S YS TEM WATER ENCOUNTERED AT ELEV=505 7,- inches) FLOOD ZONE. Z ZONE 72"-120 C2 MED. SA ND ASSESSORS MAP 173 SEWAGE DtSPOSAL SYSTEM ' SD W—252 USGS PROBABLE WATER TABLE ELEV= 53. 6 ADJ =3 2' NOT TO SCALE OBSERVED WATER TABLE (81,1?100) ELEV — 50. 4 SOIL TEST SOIL TEST DONE BY BRUCE' G. MURPHY, R S CE NERA L NOTES DATE OF SOIL TEST 813100 ED BA/T Y 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM ,70 DEPI WITNESSED BY: TITIE 5 AND THE TOWN OF —BARNSTARLE---- RULES AND P#9532 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEW4GE 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPAkE OF CUL VERT #7THSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR ' WITHIN FT OF DRIVES OR PARKING AREAS H-20 LOADING SHAL : BE 10 P7 USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING A S 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE- SIALL BE MORTERED IN PLA CE. EN MADE AS TO COMPLIANCE 5) NO DETERMINATION HAS BE DEEDED OR ZONING REGULATIONS OWNERIAPPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORIT . C UL VERT XCA VA TION CONT�A CTOR 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, E #2 PIPE A IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 'HOURS PRIOR TO COMMENCING WORK ON SITE ------- ITCH-------- #3 zz:z7z \,-, I i ASILOT 14-1 D -------------- 7) CONTRA C TOR TO VERIF Y GRA DES A NDI ELE VA TIONS A S WE1,11i A S S� -SITE.- 8) PARCEL JS' ]N FLOOD ZONE��, & P14� OT 14-2 UPLAND AREA=66,664_i� SF # A, 9) LOT IS SHOWN ON ASSESSORS MAP 114 AS PARCEL � 12 11- TOTAL .AREA=83, 798_:�7 SF PLANT SINGLE ROW 2GAL CONTAINERS APPROXI 3' ON CENTER FROM FOLL 0 WING� S WEET PEPPER B USH, INKBERR Y, BA YNERA k IW4 .001, lw� y N VIBURNUM, HIGHRUSH BLUEBERRY OR SIMILAR IN COORDINA 1000' #5 0 VERGRO WN IW3 WITH CONSER VA TION A GENT� / 7 pill7b 6;t,4P,4� LN0 p Q�AQTED 5 2) Y17AL 6 BOG AREA=496-i- SF DESIGN CA L C ULA TIONS. Z 4 56 �EA 91'-,� NUMBER OF BEDROOMS . . . . . . . . 6 PLANT BENCHMARK GARBAGE DISPOSAL . . . . . . . . . NO SINGLE TOP OF STA MEADO W ROW OF TO TA L ES TIMA TED FL 0 W #`OOD Y 0 EL�=60. 0'(G.I S) THIS Yx 4 440 GA LIDA Y ul I - L� IBR SHRUBS lk GA DA BR.) I 1 0 PORTION �4, 58! (SEE NO TE 10) 0 0 OF PA TH Az CAL GAR. �6b, REQUIRED SEPTIC TANK CAPACITY 1500 1 �B C9_ (SJLL EL=61,5- TO BE L_J 0* SLAB EL-60) RETEA10 ED <,` 0 1 CONC. 0 SOIL CLA SSIFICA TION RETAINING WA 1,10 150 71 0 DESIGN PERCOLATION RATE < 2 MIN IIN ), X6 X5 Of 0 , . 74 EFFLUENT, LOADING RATE GA LIDA YIS.- 473 y I�X4 LEACHING CAPACITY (AREA X RATE) GA LIDA Y #10 e v N. fo 473 GA LIDA Y 1pil I , - �D RESERVE LEACHING CAPACITY . cl- <V Q �V� (40xl6x. 74) P1 SITE SEWAC ' PLAN 0 0 0 L/ PR0cJE_CT_ LOCA RON PIK A�ILOT 14- 3 185 OAK STREET .i, CEVTER VILLE, MA. --A w 2- 04, ?y V A PPL ICA/V T.- PROTOCOL BY 'A. M. WILSON ASSOC be NEW WEILAND AS PER RI y cv� MA TTHE W GEMINIANI 0. 0/ , K COAISUL TA NT KA NKEE SUR VE Ts ASILOT63 p 0. BOX 265 UNIT 5, 405 IAIDUSTI? �l ROAD ASILOT 64 MA RS TON MILLS, MA. 02648 p,,,` — 0055 FAX(508)420-555,3 1. (508)428 LD A TE. 1 =30 . 2117101 0/�I, 514101 713101, 91-13101 -V RE V_ 411 6 7 1 FRI 0. SHEE T I OF YANK E `Lc 5,�428 J05 /V NO TE. E SURVEY TO STA�,AT, I __,,AA1D LEA CHING LO CA TWINS y/Gq WA5HED 6_1M X 7T 9 0 005 MIN. PIPE 4 R 1��l WIT)