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0021 SCUDDER'S LANE (2)
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N co M LOT 1 NEW CONCRETE FOUNDATION 86,661 f SF HIGH TOF EL. 62.1 LOW TOF EL. 61.4 EXISTING FOUNDATION 158.3' N 104.2' W 489 f TO HINCKLEY N 15.9' Q POND U t FOUNDATION PLOT PLAN DCE #09-288 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 21 SCUDDER'S LANE BARNSTABLE, MASS., PREPARED FOR: SCALE 1" = 60' DATE JANUARY 9, 2012 GREGORY EHRET REVISED FEBRUARY 3, 2012 (ADD GAR.) REFERENCE ASSESS. MAP 258 PCL 11 LCP 23953 a H 6F MgSS�C HEREBY CERTIFY THAT THE STRUCTURE �o DANIEL SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. o A. OJALA N Off 506-362-4541 4 O No.40980 fax 506-362-9660 m •downcope.com 0 P own cape endi�eeriad,inc. �q S S` o� o civil engineers land surveyors J 939 Moln Street (Rte 6A) ------------ ----------------------- YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR �.. : ",;A TOWN OF BARNSTABLE BUILDING PERMIT M PLI-- ON' Map Parcel - h n # 3 Health Division Date Issued Conservation Division Applic •6 ICX . 00 Planning Dept. °Permit Fee Date Definitive Plan Approved by Planning Board PIZ � 5 Z�6U Historic - OKH Preservation / Hyannis Project Street Address .�GU XS 4&L Village E&W�f Owner42f,& 4l 5tBAM44.4 ve+ Address: M,9P.4,,G Loyqi)ai(� U 'Telephone D 4-4- a D 7 6 0 6;� 0 j Permit Request117I �� Q/ - 'Ju Square feet: 1 st floor: existing/ 37 proposed 2nd floor: existing��proposed Total new Zoning District Flood Plain Groundwater Overlay Au erg:. �Tbs Project Valuation 4-�Dtl WConstruction Type—w6 5'10CL Lot Size 7A I l Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: ,Single Family, Two Family ❑ Multi-Family (# units) r Age of Existing Structure Historic House: ❑Yes U No On Old King's Highway: El"'Yes ❑ No Basement Type: E(Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) �caZ S Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing L new Total Room Count (not including baths). existing new First Floor Room Count Heat Type and Fuel: ®Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New _�_ Existing wood/coal stove: ❑Yes W/No Detached garage: ❑ existing ❑//new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size(:'�j,'J _ Attached garage: ❑ existing G/new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use ~s _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) _ w } f� �� Name O 1 �Q�l-09 Telephone Number r Address �'1 —<Zf!To04S tA License #5+0 6 4— d 0-0""30 Home Improvement Contractor# ogAIOR Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE GSa 1.1 a S FOR OFFICIAL USE ONLY 'z APPLICATION# ` r ' DATE ISSUED E MAP/PARCEL N0. {. ADDRESS VILLAGE OWNER DATE OF INSPECTION: _ FOUNDATION J FRAME ,c/aose- "ot /(Iy(Z- i INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL :FINAL BUILDING - DATE CLOSED OUT k ASSOCIATION PLAN NO. - r > ti Town of Barnstable Building Department - 200 Main Street �'"MAPLE• * Hyannis, MA 02601 F1 A.�' (508) 862-4038 Certificate of Occupancy Application Number: 201105348 CO Number: 20140052 Parcel ID: 258011 CO Issue Date: 05130114 Location: 21 SCUDDER'S LANE Zoning Classification: RESIDENCE C-2 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: BARNSTABLE Gen Contractor: SQUIBB, JOHN Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN ry `i pu "d f/0� ` in" ;dul 1 4 i t 1 *�13AYt2:S)ALtr.F,J T Issue Date: 121109;11 rerm 'Kass / Applicant: SQU.IBB,JOHN Permit Naa.mbes. B 201.12722 PaooasedUsc: SrNGLEfkNELYHOME' Expi;atiori.irate 06%07r1 j.Location 1 Sl'UI2.ID7eR'S LANE coning District R-2C Y4rxn t Type: REBUILD?J HOUSEAFTER TEAYi)C kV iq. Map Parcel 258�911 e rriit I ce$ 5,I00.0C` Contractor .� ' SQt1iBB.;10HN Village BAWNSTkBL,E PP F'ee.$ 100.00 License Nam 0340e4 Est Const action Cost$ 1,000,000 Remarks y A.k?PIt"39'EL�P?A1VS MIDST BE l:ETAINED U 1 JOli AND REBUILD 4 BEDROOM,4 BATHROOM WITH<��"T,�CHrI; it_�P.1�CE':� THIS CARD MtIST BE KEPT POSTE?UNTIL FINAL . �_ ---- — -- -—_� 'INSPECTION HAS BEEN MADE. WHERE�A CERTIFICATE OF OCCUPANCY IS I FQUIRED,SLCT.I Owner' on Record: ii GREGORY A&BARBARA 1. BUILDING 5I-I,ALL NOT BE CSCCUP,ED,UNTIL A FINAL Address: 3=1140111-SQUAR11 INSPECTION"S BEEN XIADF. U11i KINGI3i3hSt1,.. Appl 66on-ETlt6ed by: PR By- -Building-Pei Issued By: . �TMSPSRMA CONVEYS NO RIT:HT TO C CUPY ANY STP=ET ALLEY OR-SIDEWALK Or ANY PART THEREOF,Ef HER TEMPORAP.IT..Y 6R9F,RMANENTLY NCkOACHIAENTS ON?T:BI IC PROPERTY,NO [ . SPECIFICALLY PEP,?,,U7TFD UNDER THE BUTLD'.NG CODE.,:MUST BE APPROVED BY THE IJitISDfC.ION.: STREET OR ALLEY GRADES AS INELL AS DEPTH AND LOCAIJON OF PTJBLSC SEWTRS:MAY BE OBTAINED FROM i t,B DEPAd.TM,,IT OF PUBLIC woms.T4P ISSUANCE OF THIS PERMIT DOES NOT iRRXASE T H .SPPLICANT FROM THE CONTNTLONS OF A JY APPL;C,ABLE SLBD'VISLON RESTRICTIONS. MINI 1 1 OF FOUR CALL INSPECTIONS REQUIRED FOR AI,i.CON i.RiJC'i IGN WORK: I.FOUNDATION GR.FOOTINGS. 2.ALL FIREPLACES MUST BE LN'SPECTED AT THE714ROAT L EVEL BEFORE FIRST FLUE LINfiG IS TNSTALLED. 3.WIRING&PLUMBING iNSPECiIONS TO BE COMPLETED P?-(OR TO F1.44ME TL�ISP=.C'IIC)N 4.PfiICR To COV''3RINC-STRUCTURAL MEMBERS.(READY TO.L;AiII,. 5..MSULATION. t?FINAL,INSPECTION BEFORE OCCUPANCY WHERE APPLICABLE,SEPARATE PERMITS' RE kEQUIRLFP FOR ELECTRICAL,PLUMBRI(J AND T-AECHA:NICAL INSTALL.ATIONS:, WORK SHALL NOT PROCEED UNTIL;THE INSPECTOF F1AS,'AI1PrRCVED THE VARIOUS STAGES OF CONSTRIUCTION. `PERMIT WILT,BECOME NULL AN. t3 VOID IF CONSTRUCTION WORK IS NOT STARTED WITITIN SIX MONTHS OF DATE THE Pi RMIT.IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNIREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as:set forth in M6L.aI42A). fl BUILDING INSPECTION APPROVALS PLUMBING.INSPECTION APPROVALS ELEC'S INSPECTION APPROVALS d l s�C / -k /�wo >*v 'c o _13 1 HeatirigInspection.Approvals. Engineering Dept Y ,- Firt.Dept 2 .+�n �L p Board of Health' �V lo, } /1y .. •- - L. C. , i PROJECT NAME: ADDRESS: a PERMIT# `I S PERMIT DATE: Z I I I M/P: 10 cJQU Q t LARGE ROLLED PLANS ARE M: BOX q`] SLOT Data entered in MAPS program on: 1 Z, 1 y B Y: SAME r, Town of Barnstable Regulatory Services �xxsiest� ` Thomas F.Geiler,Director KUM 9`b Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us _ Office: 508-862-4038 Fax: 508-790-6231 Property Owner Must Complete and Sign This Section If Usine A Builder I ,as Owner of the subject property hereby authorize 1dAA�0-0►R 11;?> to act on my behalf, in all matters relative to work authorized by this building permit application for (Address of Job) Si f Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. w ' EHRET HOUSE -May 20, 2010 21 Scudders Lane-Barnstable, MA Old King's Highway Submission Henrich Thompson Studios EXTERIOR WINDOW AND DOOR SCHEDULE MUNTIN KEY FLOOR Oty MANUF MODEL# STYLE FINISH ROUGH OPENING TYPE MUNTIN SIZE JAMB REMARKS 1 1 1 Pella 2929 Architect_Series Clad 2'-5 3/4"x 2'-5 3/4" AWN 2w2h 7/8" 4 9/16" 2 1 1 Pella 2929 Architect Series Clad 2'-5 3/4"x 2'-5 3/4" AWN 2w2h 7/8" 4 9/16" 3 1 1 Pella 2953 Architect Series Clad 2'-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 4 9/16' 4A 1 1 Pella 3757 Architect Series Clad T-1 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16" 46 1 1 1 Pella 3757 Architect Series Clad T-1 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16" 4C 1 1 Pella 3757 Architect Series Clad T-1 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16" 5 1 1 Pella 3535 Architect Series Clad 2'-11 3/4"x 2'-11 3/4" AWN 2w2h 7/8" 4 9/16" 6A 1 1 Pella 2929 Architect Series Clad 2'-5 3/4"x 2'-5 3/4" AWN 2w2h 7/8" 4 9/16" 66 1 1 Pella 2929 Architect Series Clad 2'-5 3/4"x 2'-5 3/4" AWN 2w2h 7/8" 4 9/16" 7A 1 1 Pella 4159 Architect Series Clad T-5 3/4 x 4'-11 3/4" DH 2 over 2 7/8" 4 9/16" 713 1 1 Pella 4159 Architect Series Clad T-5 3/4 x 4'-11 3/4" DH 2 over 2 7/8" 4 9/16" 8 2 1 Pella 3359 Architect Series Clad 2'-9 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 4 9/16" 9 2 1 Pella 3759 Architect Series Clad T-1 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 4 9/16" 10A 2 1 Pella 4141 Architect Series Clad T-5 3/4"x T-5 3/4" AWN 2w2h 7/8" 4 9/16" 10B 2 1 Pella 4141 Architect Series, Clad T-5 3/4"x S-5 3/4" AWN 2w2h 7/8" 4 9/16" 11A 2 1 Pella 2929 Architect Series Clad 2'-5 3/4"x 2'-5 3/4" AWN 2w2h 7/8" 4 9/16" 11 B 2 1 Pella 2929 Architect Series Clad 2'-5 3/4"x 2'-5 3/4" AWN 2w2h 7/8" 4 9/16" 12A 2 1 Pella 4153 Architect Series Clad T-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 4 9/16" 12B 2 1 Pella 4153 Architect Series Clad T-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 4 9/16" 12C 2 1 Pella 4153 Architect Series Clad T-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 4 9/16" 13 1 1 Pella 3535 Architect Series Clad 2'-11 3/4"x 2'-11 3/4" AWN 2w2h 7/8" 4 9/16" 14 1 1 Brosco 14 light Wood 9'-2"x 1'-2" Transom 14w1 h 7/8" 4 9/16" 15 1 1 Brosco 14 light Wood 9'-2"x 1'-2" Transom 14w1 h 7/8" 4 9/16" 16 1 1 Pella 3523 Architect Series Clad 2'-11 3/4"x 1'-11 3/4" AWN 3w2h 7/8" 4 9/16" 17 1 1 Pella 4153 Architect Series Clad T-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 4 9/16" 18 1 1 Pella 3535 Architect Series Clad 2'-11 3/4"x 2'-11 3/4" DH 2 over 2 7/8" 4 9/16" 19 1 1 Pella 2929 Architect Series Clad 2'-5 3/4"x 2'-5 3/4" AWN 2w2h 7/8" 4 9/16" 20A 1 1 Pella 3747 Architect Series Clad T-1 3/4"x T-11 3/4" AWN 2 over 2 7/8" 4 9/16" 20B 1 1 Pella 3747 Architect Series Clad 3-1 3/4"x T-11 3/4" DH 2 over 2 7/8" 4 9/16" 21A 1 1 Pella 4559 Architect Series Clad 3'-9 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 4 9/16" 21 B 1 1 Pella 4559 Architect Series Clad S-9 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 4 9/16" 21 C 1 1 Pella 4559 Architect Series Clad S-9 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 4 9/16" 21 D 1 1 Pella 4559 Architect Series Clad 3-9 3/4"x 4-11 3/4 DH 2 over 2 7/8 4 9/16 21 E 1 1 Pella 4559 Architect Series Clad 3-9 3/4"x 4-11 3/4" DH 2 over 2 7/8 4 9/16" 21 F 1 1 Pella 4559 Architect Series Clad 3'-9 3/4"x 4'-11 3/4" DH 1 2 over 2 7/8" 14 9/16" 22A 2 1 Pella 4141 Architect Series Clad T-5 3/4"x T-5 3/4" AWN I 2w2h 7/8" 14 9/16" Ehret House 1 of 3 Pella Window and Doors r MUNTIN KEY FLOOR Qty MANUF MODEL# STYLE FINISH ROUGH OPENING TYPE MUNTIN SIZE JAMB REMARKS 22B 2 1 Pella 4141 Architect Series Clad 3'-5 3/4"x T-5 3/4" AWN 2w2h 7/8" 4 9/16" 22C 2 1 Pella 4141 Architect Series Clad T-5 3/4"x T-5 3/4" AWN 2w2h 7/8" 22D 2 1 Pella 4141 Architect Series Clad T-5 3/4"x T-5 3/4" AWN 2w2h 7/8" 4 9/16" 23A 2 1 Pella 3535 Architect Series Clad 2'-11 3/4"x 2'-11 3/4" AWN 2w2h 7/8" 4 9/16" 23B 2 1 Pella 3535 Architect Series Clad 2'-11 3/4"x 2'-11 3/4" AWN 2w2h 7/8" 4 9/16" 24 2 1 Pella 4141 Architect Series Clad 3'-5 3/4"x T-5 3/4" AWN 2w2h 7/8" 4 9/16" 22 1 1 Velux VS M08 VS Clad 30 1/16"x 54 7/16" Skylight N/A N/A 4 9/16" 23 1 1 Velux VS M08 VS Clad 30 1/16"x 54 7/16" Skylight N/A N/A 4 9/16" 27A 2 1 Pella 3765 Architect Series Clad T-1 3/4"x 5'-5 3/4" DH 2 over 2 7/8" 4 9/16" 27B 2 1 Pella 3765 Architect Series Clad 3'-1 3/4"x 5'-5 3/4" DH 2 over 2 7/8" 4 9/16" 28A 1 1 Pella 3759 Architect Series Clad 3'-1 3/4"x 4'-11 3/4 DH 2 over 2 7/8" 4 9/16" 28B 1 1 Pella 3759 Architect Series Clad 3'-1 3/4"x 4'-11 3/4 DH 2 over 2 7/8" 4 9/16" 28C 1 1 Pella 3759 Architect Series Clad 3'-1 3/4"x 4'-11 3/4 DH 2 over 2 7/8". 4 9/16" 28D 1 1 Pella 3759 Architect Series Clad S-1 3/4"x 4'-11 3/4 DH 2 over 2 7/8" 4 9/16" 29A 1 1 Pella 2953 Architect Series Clad 2'-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 4 9/16" 29B 1 1 Pella 2953 Architect Series Clad 2'-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 4 9/16" 29C 1 1 Pella 2953 Architect Series Clad 2'-5 3/4"x 4'-5 3/4" DH 2 over 2 7/8" 4 9/16" 30A 2 1 Pella 3757 Architect Series Clad 3'-1 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16" 30B 2 1 Pella 3757 Architect Series Clad 3'-1 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16" 30C 2 1 Pella 3757 Architect Series Clad 3'-1 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16" 31A 2 1 Pella 3757 Architect Series Clad 3'-1 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16" 31 B 2 1 Pella 3757 Architect Series Clad 3'-1 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16" 32A 2 1 Pella 4157 Architect Series Clad S-5 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16" 32B 2 1 Pella 4157 Architect Series Clad 3'-5 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16" 32C 2 1 Pella 4157 Architect Series Clad S-5 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16 33 2 1 Pella 3359 Architect Series Clad 2'-9 3/4"x 4'-11 3/4" DH 2 over 2 7/8" 4 9/16" 34 1 1 Pella 3759 Architect Series Clad 3'-1 3/4"x 4'-11 3/4 DH 2 over 2 7/8" 4 9/16" 35 1 1 Pella 3535 Architect Series Clad 2'-11 3/4"x 2'-11 3/4" AWN 2w2h 7/8" 4 9/16" 36 1 1 Pella 3757 Architect Series Clad 3'-1 3/4"x 4'-9 3/4" DH 2 over 2 7/8" 4 9/16" 37A 1 1 Pella 4153 Architect Series Clad S-5 3/4"x 4'-5 3/4" DH 1 2 over 2 7/8" 4 9/16" 38 1 1 Pella 3535 Architect Series Clad 2'-11 3/4"x 2'-11 3/4" AWN 2w2h 7/8" 4 9/16" 39 2 1 Pella 3535 Architect Series Clad 2'-11 3/4"x 2'-11 3/4" AWN 2w2h 7/8" 4 9/16" 40A 2 1 Pella 3759 Architect Series Clad S-1 3/4"x 4'-11 3/4 DH 2 over 2 7/8" 4 9116" 40B 2 1 Pella 3759 Architect Series Clad T-1 3/4"x 4'-11 3/4 DH 2 over 2 7/8" 4 9/16" 41 2 1 Pella 3535- Architect Series Clad 2'-11 3/4"x 2'-11 3/4" AWN 2w2h 7/8" 4 9/16" 42A 2 1 Pella 3759 Architect Series Clad 3-1 3/4"x 4'-11 3/4 DH 2 over 2 7/8" 4 9/16" 42B 2 1 Pella 3759 Architect Series Clad T-1 3/4"x 4'-11 3/4 DH 2 over 2 7/8" 4 9/16" 43A 2 1 Pella 4141 Architect Series Clad T-5 3/4"x T-5 3/4" AWN 2w2h 7/8" 4 9/16" 43B 2 1 Pella 4141- Architect Series Clad S-5 3/4"x T-5 3/4" AWN 2w2h 7/8" 4 9/16" 43C 2 1 Pella 4141 Architect Series Clad 3'-5 3/4"x T-5 3/4" AWN 2w2h 7/8" 4 9/16" 43D 2 1 Pella 4141 Architect Series Clad 3'-5 3/4"x T-5 3/4" AWN 2w2h 7/8" 4 9/16" Ehret House 2 of 3 Pella Window and Doors MUNTIN KEY FLOOR Qty MANUF MODEL# STYLE FINISH ROUGH OPENING TYPE MUNTIN SIZE JAMB REMARKS Doors 4'-6"w x 9'-0"h pair of sliding garage A 1 1 1 Custom Wood (each door) Slidina I doors B 1 1 Pella 3682 Architect Series Clad S-0 3/4"x 6'-10" French N/A N/A 4 9/16" in-swing french door 4'-6"w x 8'-0"h pair of outswinging C 1 1 Custom Wood (each door) doors 4'-6"w x 8'-0" h pair of outswinging D 1 1 Custom Wood (each door) doors E 1 1 Custom Wood 3'-0"h x 6'-8"h F 1 1 Pella 3682 Architect Series Clad S-0 3/4"x 6'-10" French N/A N/A 4 9/16" in-swing french door G 1 1 Pella 14182 Architect Series Clad 11'-8 7/8"x 6'-10" French N/A N/A 4 9/16" 4 panel slider H 1 1 Pella 3682 Architect Series Clad 3'-0 3/4"x 6'-10" French N/A N/A 4 9/16" in-swing french door J 1 1 Pella 6082 Architect Series Clad 5'-0"x 6-10" Slider N/A N/A 4 9/16" french slider K 1 1 Pella 7282 Architect Series Clad 6'-0"x 6-10" Slider N/A N/A 4 9/16" french slider L 1 1 Pella 6082. Architect Series Clad 5'-0"x 6'-10 Slider N/A N/A 4 9/16" french slider pair of in-swing french M 2 1 Pella 6082 Architect Series Clad 5'-0"x 6'-10" French N/A N/A 4 9/16" doors N 1 1 Pella 6082 Architect Series Clad 5'-0"x 6'-10" French 4 9/16" french slider O 1 1 Pella 3682 Architect Series Clad 3'-0 3/4"x 6-10" French N/A N/A 14 9/16" 1 in-swing french door P 1 1 Pella 3682 Architect Series Clad 3'-0 3/4"x 6'-10" French N/A N/A 4 9/16" in-swing french door single sliding garage Q 1 1 Custom Wood 9'-0"w x 9'-0" h Sliding door Pella Products: 1. Clad Architect Series 5. Muntins: Simulated Divided Lite 7/8" 2. Color: Standard Color 6. Sill: Thickened sill 3. Glazing: advance Low-E 7. Jambs:4 9/16"on all windows-no extension jambs-to be field applied and supplied 4. Hardware: white 8. Screens: Full screens on all windows 4 Ehret House 3 of 3 Pella Window and Doors ,p. J- Ma&al ventlig deck mounted skylight(VS)I VELUX 5/19/10 3:54 PM Manual venting deck mounted skylight (VS) 8 Designed for deck mounted installations, the VS r manual venting skylight enables any home to • embrace the best of what nature has to offer. Opening for maximum fresh air,the venting •1 • • 1. L skylight contributes to a home's proper moisture balance and comfort level by allowing stale, humid air to be released. The VS skylight meets ENERGY STAR@ approval guidelines for energv efficiency in all climatic regions of the US. Dealer&installer locator t • Manual components VS specs The VS package includes the operator hook and insect screen. 1 VS CAD files • Installation slope VS instructions The VS skylight installs on roofs with slopes between 141(3:12)and 850(137:12). VS sizes r Inspirational images - Solar blackout blind i% Solar roller blind ENERGY STARCH site If Block the light using }( Diffuse the light using T only the power of the only the power of the sun. No wiring. No sun. No wiring. No i electrician. }� { electrician: + Details Details Venting skylights are -Warranties you can great for rooms that trust need natural "" Our warranty covers ventilation(especially E r 20 years on insulated kitchens and baths). glass, 10 years on the They are particularly + + skylight, 10 years on GREEN friendly effective for passive installation, and 5 cooling,which requires years on the no energy electronics. expenditure. Details Product details Convenient manual control The VS skylight is easily opened and closed manually with VELUX control rods when installed out-of- 16UJ/ reach.A smooth turning handle is available when skylights are installed.within reach. Pick&Click!—pre-installed M�AY2 0 The new innovative Pick&Crick! '" brackets make blind installation a snap! Every VS (VSE,FS)skylight comes pre-installed with Pick&Click! Tm brackets that allows for fast and easy installation of 1'flVVN OF BARNSTABLE sunscreening blinds and accessories. j{ T(jRIC PRESERVATION Energy efficient glass options for added safety and energy efficiency All VELUX skylight glazings are built using energy efficient,LoE3,Argon gas injected dual glass panes. The VS skylight comes with your choice of the following glazing options, each designed to meet the needs of specific building situations: *Impact glass-Special safety glass designed to meet code requirements for hurricane prone areas (Available for select sizes) *Laminated glass-Tempered safety glass with extra laminated pane for added safety and comfort *Tempered glass-Tempered safety glass *Snowload glass-Special safety glass required in some heavy snow areas http://www.veluxusa.com/Consumer/Products/residential_skylights/the_no_leak_skylight/VS/d6fauIt.aspx Page 1 of 3 Maf ual ventlng deck mounted skylight(VS)I VELUX 5/19/10 3:54 PM Quality construction ! The VS skylight comes with pre-finished white frames and sashes that eliminate the need for secondary high cost trips by a painter. An insect screen, a stainless steel chain operator and i. aluminum or copper cladding is also.included in the package. 1 Streamlined exterior p The smooth, low-profile of the VS skylight does not obstruct your roofline. Flashing options for a weathertight installation A complete line of flashing systems help ensure a weathertight installation for your VS skylight,no matter what your roofing material: *Shingles and shakes . I *High Profile Roofing *Metal Roofing Wide range of sizes The VS skylight comes in a variety of sizes that work with rafter or truss roofs,so that you can select the one that is right for your project. For details on these sizes, please download a copy of our Residential Product Sizes. Due to local sales tax,transportation and delivery costs that may vary,;. please consult your local VELUX dealer for pricing. Easy skylight replacement option Our trim kit provides a clean interior finish when replacing older"drop-in" or"flush-mount"skylights. r MAY 2 0 TOp7UN OF BARNSTABLE HISTORIC PRESE43VATION I http://www.veluxusa.com/Consumer/Products/residential_skylights/the_no_leak_Skylight/VS/default.aspx Page 2 of 3 Ma'fivat venting deck mounted skylight(VS)I VELUX 5/19/10 3:54 PM VS Technical Information Glass 04 1 OS 1 O6** 1 08 10 Air infiltration/exTiltration* max.@ 75 Pa 1.57 ibs ft7 differentialpressure] I/s/rn' 0.7 0.5 0.5 0.7 0,'l &TIM5, 0.13 1 .09 1 0.09 1 0.13 0.13 Water res stance @ 3. L m mn 5 USga r (max.tested differential pressure with no leakage] Pascals 720 '120 720 720 720 Ibs W 15 1 '15 1 15 1 15 1 15 Thermal performance (Certified,complete unit values) s (VELLIX Glass Skylights are rated at 20'slope and labeled with NrltC-certified U-Factor, SHGC,and VT ratings listed in the NFRC Certified Products Directory) U-Factor(Btu/hr ',.F) 0.42 0.43 OA1 0.42 0.41 ft SHGC 0.23 0.23 0.23 0.22 0.23 VT 0.53 0.54 0.52 0.39 0.52 UV protection (300-380 nm) 99.9 95.2 99.9 99.9 99.9 Fading protection % Krochmann damage function (300-600 nm) F 83.1 79.2 84.6 88.4 83.2 Structural Performance Performance Grade or DP "Tested Size Uplift(Ibs/ft') 506 50 50 55 50 60 MOB 85 75 75 85 65 C06 n.r. n.r. Mr. n.r. 70 'tested Size Download(Ibs/ft) S06 235 370 175 235 365 MOB 280 550 230 280 270 C06 Mr. ri.r. n.r. n.r. 605 *Tested in accordance with AAMA/WDMNCSA 101/1.5.2/A440- 08 and-05. VS skylight's are WDMA Hallmark certified. See www.wdrna.corn, Hallmark No.426-H(not applicable to copper-clad variants) "*06 variant is tested and WDMA Hallmark certified for Wind- borne[Debris irnpad,in accordance with ASt'M E1886 and ASI`M E1996. stated for Wind`Lone 3,Missile level C,Cycle Pressure +50/-50 04 glass:'tempered over laminated HS(0.030"interlayer) C E �t7/ E O5 glass:Tempered over tempered J 1 -;�V A �� l-o 06 glass;Tempered over laminated HS(0.090"interlayer) MAY 2 ® Mep 08 glass: Same as 04,with white interlayer 10 glass:'lernp.over laminated temp.(0.030"interlayer) TOWN OF BARNSTABLE HISTORIC PRESERVATION http://www.veluxusa.com/Consumer/Products/residential skylights/the_no_leak_Skylight/VS/default.aspx Page 3 of 3 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Ehret House Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single Family Glazing Area Percentage: 34% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 21 Scudder Lane Barnstable,MA 02630 �n...-......� -.:�a.z.,....x,;.�.��a._.. .....mfi.,�.,�<.«.S'-:;'k'.:..s..^':__.,.—t.�'?'.`.+5...,_...,..w.,,�s w.a -`., - .u»,.0 -' ....Ca..,..m.=.:..,__...m...::� xe:,.<«.,.,....•<,<.,(;:f.,1,.....,,a<....:a...�,.,.,_. Compliance:2.3%Better Than Code Maximum UA:642 Your UA:627 The%Better or Worse Than Code index reflects how close tc compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. < Floor 1:All-Wood Joist/Truss:Over Unconditiored Space 2256 30.0 0.0 74 Wall 1:Wood Frame. 16"D.C. 3186 19.0 0.0 127 Window 1:Wood Frame:Double Pane with Low-E 1073 0.320 343 Ceiling 1:Cathedral Ceiling(no attic) 1017 30.0 0.0 35 Ceiling 2: Flat Ceiling or Scissor Truss 1364 30.0 0.0 48 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date • J REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic), R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16'o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors.describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: 0 Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Lj Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (� Comers,headers,narrow framing cavities,and rim joists are insulated. (g)Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 280.8 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 421.2 cfm(12 cfm per 100 f:2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 210.6 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 140.4 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions. Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. . Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent J • (c)40.lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage> 15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: Ll A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) n__:__.-rwi_. ram...,• ii.,...._ n_....... r_a_. ee��nu• LVJ Efficiency, Certificate �'IS=3R5 4'P"'AS�'„451 v+i n Ceiling I Roof 30.00 Wall 19.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Window 0.32 0.30 Door Heating System:-_-------_—_ --_— Cooling System:- Water Heater:--------_---- —r-- � Name: Date: Comments: RESch6ck Software Version 4.4.1 Compliance Certificate Project Title: Ehret Garage Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single Family Glazing Area Percentage: 22% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 21 Scudder Lane i° Barnstable,MA 02630 BQ � QfT- c jL)6B Compliance:1.1%Better Than Code Maximum UA:273 Your UA:270 The%Better or worse Than Code index reflects hove close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Ceiling 1:Cathedral Ceiling(no attic) 1825 30.0 0.0 62 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 602 30:0 0:0 20 Floor 2:Slab-On-Grade:Unheated 49 10.0 34 Insulation depth:4.0' Wall 1:Wood Frame, 16"o.c. 1304 19.0 0.0 61 Window 1:Wood Frame:Double Pane with Low-E 291 0.320 93 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory regjrements listed in the REScheck Inspection Checklist. Name-Title Signature Date 1 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 1ti"o c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Fk)or 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2:Slab-On-Grade:Unheated,4.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a totat distance of 4.0 ft. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,.penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. r❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)CeHing/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall, Sunrooms: I skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. 0 Materials and equipment are identified so that compliance can be deterrnined. La Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factcrs are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: 0 Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened,Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct mrinection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 72.2 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handier enclosure):Less than or equal to 108.4 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air candler installed:Less than or equal to 54.2 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without•air handler installed:Less than or equal to 36.1 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling Lnits documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: 0 Circulating.service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: L] Heated swimming.pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. LI Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. 0 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: 0 Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: Ll A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Uy Efficiency Certificate a Ceiling i Roof 30.00 Wall 19.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Window 0.32 0.30 Door 121 Heating System:---------_-- --- Cooling System:- Water Heater: Name: Date: Comments: ' D ac a 1 v 122 s S87 08-31-2009 11200 Ctf g a 189411 BA'RNSTABLE LAND COURT REGISTRY QUITCLAIM DEED I,NANCY S.LAMB,of 21 Grant Street,Cambridge,Massachusetts,for consideration paid and in consideration ofONE MILLION ONE HUNDRED FIFTY THOUSAND and 00/100 ($1,150,000.00)DOLLARS,grant to GREGORY A.EHRET and BARBARA L.EHRET, husband and wife as tenants by the entirety,both of 3 Norland Square,London,UK W11PX, with QUITCLAIM COVENANTS,that certain parcel of land together with the buildings and improvements thereon situated at 21 Scudder's Lane, Barnstable, Barnstable County, Massachusetts shown as LOT 1 on Land Court Plan 23953-B. Said land is conveyed subject to conservation restriction dated October 10,2007 registered with the Barnstable County Registry District as Document No. 1,079,876. Said land is conveyed subject to an easement in favor of Lot 2 on Land Court Plan No. 23953-13,noted on Certificate of Title No. 174185("Lower Field")and Lot 1 on Land Court Plan No.20950-A,noted on Certificate of Title No. 145671 ("43 Scudder's Lane"),to pass and repass over the Premises to and from the Lower Field and 43 Scudder's Lane for farm equipment,boat trailers, and construction materials,to be registered herewith. Said land is conveyed subject to real estate taxes assessed by the Town of Barnstable for the fiscal year 2010. For title see Certificate of Title No. 174185. WITNESS my hand and seal this '�2? 1 day of August,2009. r NANCY S.L SARAH F.ALGER,P.C. ATTORNEY5ATLAW Fry Nv Ra -tbsr OFFta bm 449 OMM1UE,MASSAwu5Em-02655 nc ONe:50-42U594 mcsm1E:50&420-3I61 rw� COMMONWEALTH OF MASSACHUSETTS COUNTY OF } rrn�T�bl On this day of August, 2009, before me, the undersigned notary public, personally appeared NANCY S. LAMB, proved to me through satisfactory evidence of identification,which was to be the person whose name is signed on the preceding or attached document,and acknowledged to me that she signed it voluntarily for its stated purpose. a r. RTVARYPUBL C Printed Name: .zLhs My Commission ExpV -:-- • 'V'�: SARAN F.ALGER y° NOTARY PUBLIC ��''`��►�„�,,,,M CO IEALIN OF MASSACMtSEM 11Y CO&6hi E7�ES S 29,2011 MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date. 03-31-2009 a 11:00am CtiT: 593 Dort: 1122537 Fep: 13r933.00 Cons: sIP150r000.00 BARNSTABIE COUNTY EXCISE TAX BARNSTABLE LARD COURT REGISTRY Date: 03-31-2009 a 11:011an r_.t1`: 593 Doct: 1122537 Fee_: $3r105.00 Cons: $1r15)0P000.00 RRNSTA>3lS RIEGISTRY OF DEEDS • t June 11, 2010 ' 9 1 Barbara &Greg Ehret 21 Scudder Lane Barnstable, Mph 02630 21 Scudder's Lane -- Supplemental Square Footage Breakdown 1 (these numbers are a further breakdown and analysis to those submitted to Old King's Highway.) i �Buil.dIng 2 Building 1 Building 2 Building 1 the The House The Barn/Garage space The House Barn/Garage comments Footprint Footprint Comments floor 1 (interior living space) 2285 285 - including stairway to 2285 285 floor 2.(interior living„ acace). 1250 730 2nd floor 0 0 living space sub-total 3535 1015 2285 295 parking area of.garage 0 720 0 720' sub-total: — — 720. ----. —. --- -----. 0 ----- 720 screen porch 250 0 250 0 covered porches 1018 130 1018 130 uncovered porches, outdoor showers 226 44 ---- 226 4.4 exterior space sub-total: 1494 174 1494 —_— �174 Total Gross Area for Each Building including— Total Footprint for 1st & 2nd floors: 5029 1909 each Building: 3779 1179 Total Gross Area for Building 1 & 2 including — - Total Footprint for — ---- — — -- — 1st & 2nd floors: 6938 Building 1 & 2: 4958 Interior Space = 1 st& 2nd floor living spaces Gross Area = the total of interior and exterior spaces Footprint = what touches the ground I I SYSTEM PROFILE MARKEDALL �WITHCMAGNETICT APE OR S SHALL BE NOTES LEGEND SYSTEM DESIGN. COMPARABLE MEANS FOR FUTURE LOCATION. Barnstable PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS NGVD 99- EXISTING CONTOUR FIRST FL. DWELL. ELEV. 63.0' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (OR TO GRADE IF UNDER DRIVE.) CONCRETE COVERS TO WITHIN 3" GRADE Harbor 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING GARBAGE DISPOSER IS ALLOWED TOP FOUND. DWELL. EL. 62.63' FILTER FABRIC OVER STONE x 99.1 EXIST. SPOT ELEV. 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 99 PROPOSED CONTOUR 60.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 60.0 p DESIGN FLOW: 5 BEDROOMS © 110 GPD = 550 GPD 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS O� 99 PROPOSED SPOT EL. USE A 550 GPD DESIGN FLOW PRECAST H-2o BLOCKS OR TO BE AASHO H-ZQ 0 RISERS (TYP.) PRECAST RISERS 4"0SCH40 PVC MORTAR ALL OCU TH 1 - a"scHao Pvc 2'f H-20 SEPTIC TANK: 550 GPD (2) = 1100 ,.: � •PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. y 4 INV'S EL. 56.0' 4' , TEST HOLE ENDS (TYP') SIDES 57.0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH R USE A 1500 GAL. H-20 SEPTIC TANK & �*59.0' ➢•� •� 0 - 2 SLOPE OF GROUND ,y: E 14" • o '00000000 310 CMR 15.000 (TITLE 5.) ggTE 57.35' 1500 GAL H-20 TEE ° mEnm ®®®® �®®® _1 ®m A 1000 GAL. H-20 SEPTIC TANK IN SERIES (DWELL) SEPTIC TANK �57. ° ° ° ° ®�'®®®®p®®®a ®®®��O®®®®� ' ° ° ° ° 0 0 0°0°0°0°0°0 °c ° ° o o 0 0 o o a 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO RAILROAD 4' UQ. LEVEL O o o°o°o°o°o°o° °c 6" MIN SUMP 'o°o°o°o° ° ° ° ° UTILITY POLE 3 5 ACME OR EQUAL GAS BAFFLE ... o 0 0 0 0 0 o nj >o°°ooa0000 ®®�®®����®� ®®®�®�®®®®® °o°o 0 0 0°0°0000�0�0 0° 12" MiN. INT. DIM. o 0 0 0 ®®off®®®®® ®® ;°o°o°o°o BE USED FOR LOT LINE STAKING OR ANY OTHER LEACHING: , .�: ( % SLOPE) 56.45' 56. 8' �o�o�o�0 54.0' PURPOSE. o D D FIRE HYDRANT 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. -+Z 00 -4 SIDES: 2 (67.5 + 12.83) 2 (.74) = 237 GPD �.. '.,... ....:..; :..• - . , .:•:- �.....,...: I L NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 00 0 0ppppppp0 0 zT'0'0'C �� H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. BOTTOM 67.5 x 12.83 (.74) = 640 GPD o0o0o0o0op000 %o0o0o0o0o� 3/4"-1-1/2" DOUBLE WASHED STONE (7) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED N GARAGE INVERT ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND TOTAL: 1185 S.F. 877 GPD ELEV. 58.5't 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 67.5' X 12.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. COMPACTION. (15.221 [21) u' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING *THE INSTALLER SHALL VERIFY THE (SAS DESIGNED BASED ON PROPOSED GARBAGE GRINDER - ( 6'7% SLOPE) DIGSAFE (1-888-344-7233) AND VERIFYING THE , LOCATIONS OF ALL UTILITIES AND ALL TIMES NORMALLY REQUIRED SIZE ( 2 % SLOPE) ( 2 % SLOPE) ( 1 % SLOPE) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP SCALE 1 = 2083 1.5 ) BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY USE (7) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 48.1' BOTTOM TH-5 PRIOR TO COMMENCEMENT OF WORK. WITH 4 STONE ALL AROUND NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MAP 258 PARCEL 11 PORTION OF SEPTIC SYSTEM , LEACHING DWELLING 47' ST 2' ST 18' D BOX 30 FACILITY REMOVED 5 BENEATH AND AROUND THE PROPOSED LOCUS IS WITHIN FEMA FLOOD ZONE 1 2 (MAX) LEACHING FACILITY. C AS SHOWN GARAGE 17' 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ON COMMUNITY PANEL #250001 0003D MA SLAB EL. 61.0 REMOVED. DATED 7/2/92 APPROVED DATE BOARD OF HEALTH RISERSPRECAS H-2o R2S�RS (TYP.) PROP. BUILDING = 5113 SF (INCL. DECKS) PROP. BUILDING COVERAGE = 7.1% (5113 SF/71,590 SF) 57.06' TEE 1000 GAL H-20 TEE , \ SEPTIC TANK 56.81 4' LIQ. LEVEL. CAS BAFFLE PONp ACME OR EQUAL \ 10 HINCK�EY ==�pio. \ o 0 0 0•0 0 0 0,0 0 0 C 00000000000000000000000C .` O�O�O�OnO�O O� OOOO^O, ' 6" CRUSHED STONE OR MECHANICAL 2()3.93 ` V COMPACTION. (15.221 [2]) TEST HOLE LOGS 36"OAK • � \ �\ \ \ � � \ � PROPOSED DWELLING ENGINEER: ARNE H. OJALA PE, SE �-n \ \ \ \ DAVID W. STANTON RS Irk \ \ WITNESS: \ � \ \ \ \ 255 � TOP FNDN. = 62.63 20 FIRST FLOOR EILEV. = 63.0 DATE: 1/5/10 \Q s� cP 1 "TREE � �\ \ 10"c PERC. RATE _ < 2 MIN/INCH \ � II/©, °10"CDR 12790 'AWN \ \ \ \ \ \ \ _ 50'"MULTI-TRUNK CLASS I SOILS P# 8�CD \\r��ll/d, \� /I r 1 „TREE 20"CDR \ - �12 CEDAR d / 14"CDR 1 ELEV. 2 ELEV' 4 ELEV; 5 ELEV; \ ®v \ 4 60.0' " 4 59.5 „ 4 60.8 „ 60.5 \ \ \ \ _ y \ X \\ \ \\ \ \ \ \\ \ \ \� \ \�12"CD�2� `- ,TREE\ -14" R_ 6„CHY Q Q "CD% �\ - - - =5�CHY =6�5- ®i //16"CDR A A A A 4�\r ERIII / 12"CDR LS LS LS LS 10YR 2 1 10YR 2 1 10YR 2 1 10YR 2 1 , `� \ \ \ \ \ \ \ \ \ \ EXISTINGCDR L CHY (�^�-�, 18" 20" 12" 12" � \ p \ \ \ \ \ \ \ \ / / �6 - / r - - .1 \ \ DWELLING �� \ £ v� -�1 2 TREE Z 22' AK \ / �r r • \ \ \ \ \ \ \ \ \ \ \ TOP FND. / / / rr _ \ q \ 28 OAK -62 - ( ( 14"TREE B B B B \ sz \ \ \ ELEV. = 62.7 J'. •' \ � '� \ \ \ \ \ \ \ \ \ \ \ \ � I 1 / r _ �` / .:...••. �".•.;., W � '�' � 12"TREE LS LS LS LS : :.: :. 5"H LLY \ 1 OYR 5/4 56.0' 48 1 OYR 5/4 55.5' 48" 1 OYR 5/4 56.8' 48" 1 OYR 5/4 56.5' _ Is _��• -� _ o \ H WIRES_ _ T' GRASSOSTRIP I \ ; 0 G� i to � \ \ \ NI\OWED MEAC�OW \ \ / I i � • ��';•:.� •� .:'� :G.'t...:•, .,•�...•. . - •�: . �\ -� _ STONE;.:•,••.••: :• .•.. .. TH �••`�,��. `� C 1 C 1 C 1 C 1 24"CDR ' -�' - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I ::..,DRIVE H 4 ; \ w � _ \ \ \ \ \ \. \ \ \ \ \ 1 2 I / / ::� LS LS LS LS \ \ \ LOT \ \ \ \ � 2.5Y 6 4 � t 2.5Y 6 4 \ .5Y 6 4 2.5Y 6 / / ( \ \ \ 73 361 SFf TOTAL „ \ 1 \ 54.5 4.8� w I 5 53.2 � � \ \ c .. . . .. . 53.6 72 I \ 2 72 90t SF UPLAND \ \ � � \ � - � �: .. - L.., °•�! I' \ \ \ \ 71,5 \ \ / I - - \ \ \ \ \�z \ � � .'I �--�•---------- ��,� I � �•>:� •�':::'` PERC \ \ 1,771 f SF WETLAND \ \ \ \ \ \ \ \ \ \ \ APPROX. LOC \ \ \ \ \ \p \ \ \ \. �� a I /: I C2 C2 C2 C2 \ I % /j I �: ; 6 I, EXIST. sas , 009' (DESERVE l � i l � l •� \ \ \ \ \ \ i'i/ / LL---_------ v I MS MS MS MS \ \ \ \ \ \ \ \ \ \ \ a \ - / �. I,': .;';. '.:,.:• •: 0 .. I�. 15�HOL Y� W -✓ EXIST ' �� ROP. DRIVE. - �; . / g ,. 2.5Y 7 4 2.5Y 7 4 , " 2.5Y 7 4 2.5Y 7/4 7 i/ /I Z / 126 / 49.0 148 / 48.4 148 48.1 f..:: ..% 1 h 126 49.5 EP/TIC TANK t EXPANSION/REVISION \ \ 1 (RF REMOVE ! ./ . I r� TH 1 i. �:: Q o o� q ;cp::. '.'.; TH 3 �•. :•i , l \ o NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED \ \ \ \ \ \ \ \ a F he I ,.•.: .i _• / I ti J / \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \\ \ //l I \ \ Q \ \ 15"HOLLY f FS _w W w w Iw S� I� \ -r• -:.-.- ~- IW NOTE: TH 3 &B MILAR TO TH 1 BUT C LAYER IS SILT LOAM W " , A SI PROP' 7RLINEt IQ FROM 36 TO 120 BOULDERS ENCOUNTERED (FAILED) \ \ w \ \ \ \ \ \ \ \ \ \ \ \ \ GARAGE Z / SLAB EL. 61.0' 58- Ld \ \ \ \ 1 'HOLY _ J 15"HOLLY / o o C� -60- o I�LI \ \ \ \ \ \ \ 9f'\ \\ \ \ 12'�CEDA�R 12'� OLLY 104.2' \ 4 \ \ \ \ - \ 40"C� � �S \ MANY TRUNKS _ TREE 5.5'DIA _, TITLE SITE PLAN OF STOR -- - A CC I 21 SCUDDER S LANE SHED I EX►STI N BLE (VILLAGE)►WQ BARNSTA 1 NG PREPARED FOR ATBENCHMARK: ELEVAR 9 �, SE WATER SHUT OFF M/M GREGORY EHRET OCTOBER 19, 2011 REV. 11/4/11 (GAR EL., INVERT EL.) off 508-362-4541 REV 12/6/19 (LOT, BLDG. AREAS) - - 880 fax 508 362 9 I downcape.com down cope engineering, inc. .` _ � N�FMAsss9 �4M,���Ac Scale: 1"= 20' civil engineers �° DANI�LA. A, cn �y q DA'NIEL y� OJALA 0 10 20 30 40 50 FEET land surveyors OJ,ALA CIVIL " No.<�0980 939 Main Street ( Rte 6A) U. YARMOUTHPORT MA 02675 v Q oa �� �� STE.R�O�� tiF S\ P F t III k SS�C ENG S +RV6 DATE DANIEL A. OJALA, 'P.E., P.L.S. 09-288