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Town of Barnstable a Building e Post his Co Yistble,From.tfitreet Approved Pl,,ans Must be Retainetlxon Job and this CardrxMust beKe MAE& Pasted Until Final Inspection Has Been Made Y 4 • rasa >. : ��' k y �z Permit Where�a�Certificate�of Occupary is Required such B�u�ldmg�sh II Not be Occupied unt�la Final I�nspect�on has.been made rc Permit No. B-18-3091 Applicant Name: Neal Holmgren Approvals Date Issued: 10/04/2018 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 04/04/2019 Foundation: Location: 3609 MAIN ST./RTE 6A(BARN.),BARNSTABLE Map/Lot: 317 043 001 Zoning District: RF-2 Sheathing: 77, Owner on Record: GRIFFIN, DEBORAH DOE&HARRY WADE .M Contractor Name NEAL F HOLMGREN Framing: 1 Address: 3000 BAY SHORE LANE Contractor License �CS-088921 2 SUFFOLK,VA 23435 µ gc, Est Protect Cost: $ 18;432.00 Chimney: Description: Installation of 18 Lg 320watt solar modules to be flush i` ted on �Perm,it Flee: $ 144.00 existing roof Insulation: 5.76kw 306s ft fee Paid: $144.00 4 # Final: Date ;_ 10/4/2018 Project Review Req: 3' d Plumbing/Gas x Rough Plumbing: X... Building Official Final Plumbing: il Rough Gas: This permit shall be deemed abandoned and invalid unless the work authonzeo,by this permit is commenced within six months after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by=laws and codes. I. x Electrical This permit shall be displayed in a location clearly visible from access street or,road and•shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Service: Y � eo- ... Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and F reire Officials a provided on this permit. g Minimum of Five Call Inspections Required for All Construction Work:--, 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: 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. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Shea, Sally From: Podlesney, Tony Sent: Wednesday, May 07, 2014 4:01 PM To: Shea, Sally Subject: Building permit parcel association Hi, Sally, don't know if you care or need to know in your department, but in our Vision system we have moved permit 201307085 from parcel 317/043 to a new parcel created from a split, 317/043/001, for fiscal 2015. The parcel will exist for tax purposes in MUNIS billing beginning with FY15 actual bills issued in December. I you usually wind up leaving permits on "mother" parcels, then you can just go ahead and disregard all of this. Thanks, Tony Tony Podlesney, MAA Assistant Assessor Town of Barnstable (508) 862-4011 tony.podlesney@town.barnstable.ma.us 1 w . _F, cel Detail Page 1 of 3 e ,) eY I077 Logged in As: Parcel Detail Friday,October 4 2013 Debi Barrows Parcel Lookup Parcel info Parcel ID 317-043 ( () - --� Developeer LOT 1 Location 13611 MAIN ST./RTE 6A(BARN.) I Pri Frontage 437 Sec 1 Sec Road JWHITE MOOR I Frontage 40 I Village I BARNSTABLE I Fire District I BARNSTABLE Town sewer exists at this address�NO I Road Index F0949 — Asbuilt Septic Scan: freW Interactive 317043_1 Map = f 317043 2 Owner Info Owner IDOE, WILLIAM H &SHIRLEY N TRS I Co owner YESTERYEAR NOMINEE TRUST streets 3611 RTE 6A I street2 City BBARNSTABLE _I state IMA zip I02630 Country Land Info Acres 11.38 Use Single Fam MDL-01 W( zoning�RF-2 I Nghbd [0109 Topography Level _..I Road [Paved__ Utilities 1PUblic Water,Gas,Septic I Location - Construction Info Building 1 of 1 Roof _ Ext Year ;..._.. Built 1830 I Struct Gable/Hip I wall lwood Shingle eMTj584] Living,1741 I Roof�ASph/F GIs/Cm I AC None. — Area s Cover Type 1 Int Bed Style Colonial I wall Plastered I Rooms I` Bedrooms Model I Residential I Int Floor Pine/Soft Wood I Rooms 2 Bath Full Totall Grade Average Ply Type Type Hot Air I Rooms I Rooms Iz Found- Stories 2 Stones Fuel�oiC..,.,....1_.. Found-,Typical I ation Gross 3462 Area I http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=26408 10/4/2013 ;� . . Parcel Detail Page 2 of 3 Permit History Issue Date Purpose Permit# Amount Insp Date Comments 1/1/1984 Addition B25941 $0 1/15/1985 12:00:00 AM BA ADUN 7/1/1981 Swimming Pool B23301 $0 1/15/1982 12:00:00 AM BA SW/POO Visit History Date Who Purpose 2/16/2010 12:00:00 AM Pamela Taylor Change of Address 11/4/2008 12:00:00 AM Michele Arigo Change of Address 7/28/2008 12:00:00 AM Tony Podlesney In Office Review 2/22/2008 12:00:00 AM Michele Arigo Change of Address 9/11/2000 12:00:00 AM Paul Talbot Meas/Listed-Interior Access - Sales History Line Sale Date Owner Book/Page Sale Price 1 10/20/2009 DOE, WILLIAM H &SHIRLEY N TRS 24105/149 $1 2 2/19/1974 DOE, WILLIAM H 2O05/176 $0 - Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2013 $137,100 $12,500 $57,700 $383,700 $591,000 2 2012 $140,200 $12,500 $52,000 $438,600 $643,300 3 2011 $161,600 $0 $14,800 $514,900 $691,300 4 2010 $162,000 $0 $21,100 $524,400 $707,500 5 2009 $219,000 $0 $12,900 $305,700 $537,600 6 2008 $219,000 $0 $12,900 $286,100 $518,000 8 2007 $218,500 $0 $12,900 $286,100 $517,500 9 2006 $206,900 $0 $13,700 $314,200 $534,800 10 2005 $179,900 $0 $21,100 $280,500 $481,500 11 2004 $165,500 $0 $21,300 $280,500 $467,300 12 2003 $127,000 $0 $21,600 $252,800 $401,400 13 2002 $127,000 $0 $21,600 $252,800 $401,400 14 2001 $127,000 $0 $21,600 $252,800 $401,400 15 2000 $119,700 $0 $5,100 $121,800 $246,600 16 1999 $119,700 $0 $4,600 $121,800 $246,100 17 1998 $1.19,700 $0 $4,600 $119,100 $243,400 18 1997 $115,600 $0 $0 $98,800 $220,500 19 1996 $115,600 $0 $0 $98,800 $220,500 20 1995 .$115,600 $0 $0 $98,800 $220,500 21 1994 $109,000 $0 $0 $110,500 $224,400 22 1993 $109,000 $0 $0 $114,600 $228,500 23 1992 $124,100 $0 $0 $122,100 $251,700 24 1991 $113,600 $0 $0 $176,400 $296,500 25 1990 $113,600 $0 $0 $176,400 $296,500 26 1989 $113,600 $0 $0 $176,400 $296,500 27 1988 $77,200 $0 $0 $81,300 $168,000 28 1987 $77,200 $0 $0 $81,300 $168,000 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=26408 10/4/2013 Parcel Detail Page 3 of 3 II 29 I 1986 I $77,2001 $01 $01 $152,5001 $239,200II Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=26408 10/4/2013 Message Page l of 1 Shea, Sally From: Radley, Denise Sent: Wednesday, October 02, 2013 2:38 PM To: Schlegel, Frank Cc: Shea, Sally Subject: RE: Map 317 Parcel 043 Frank: I assigned it 31710431001 for 3609 Main Street, Barnstable 2A,5 Denise Radley Property Transfer Assistant (508) 862-4018 -----Original Message----- From: Schlegel, Frank Sent: Wednesday, October 02, 2013 2:33 PM To: Radley, Denise Subject: Map 317 Parcel 043 Hi Denise, What happened with this property. Were you able to establish a new map/parcel for the new lot 2? If you have a recorded plan & deed for this new parcel, wasn't that the criteria for establishing a new map/parcel so the builder& building department could have a new account to file the new building permit against it? If you can't, please let me know so I can try to work something out with the building department so this builder can get his permit for the new lot. Thanx, Frank II i L., -7&D 10/2/2013 136 7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' Map :�1 = `' Parcel ��(� Applicat' ,n Health Division Date Issue Conservation Division Application Fee Planning Dept. I�H. • A-4 lP o-i- P 696-- P-1140o' Permit Fee . Q Date Definitive Plan Approved by Planning Board ,rLA , . Historic - OKH 04- _ Preservation / Hyannis 011 Project Street Address , Village Pt f Owner W iLLL A K ** kL5 OE Address No l( (UTE Tele�f e -to .5tNbLt_FA f0m Permit Request TU,) 'M L PA6 Am m P.)Afi4 Q1P1AQtEb 5tb WM 5kX-11C-10At .►rout w : pE as EU MEAT ;cN 6-, \,)tkk Kb [f�;s)S�. fi .& nr�i htJ� 5MDY45 D�'I P-�`� - f•tom MAC,wiNhc) I �o0 PEA- AAaJ. 'Square feet: 1 st floor: existing proposed 2nd floor: existing Z ID proposed 3 0 Total new, laa Zoning District Flood Plain Groundwater Overlay 5n,o Project Valuation, Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 15 t Historic House: 2fYes ❑ No On Old KingT:9� ighway,;?Xo ❑ No Basement Type: XFull ❑ Crawl ❑ Walkout ❑ Other x Basement Finished Area (sq.ft.) ID Basement Unfinished Area (sq,, b -� Number of Baths: Full: existing O new 21 Half: existing d : new Number of Bedrooms: 0 existing 2-new Total Room Count (not including baths): existing Z new 0 First Floor Room Count Heat Type and Fuel: PGas ❑ Oil ❑ Electric ❑ Other Central Air: OYes ❑ No Fireplaces: Existing 0 New Existing wood/coal stove: ❑Yes ❑ No k Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ?*0 If yes, site plan review# g Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name DE �LkMo t k Telephone Number Ma 275 1 S 1 Z— Address $b 0(�1C WOO vwlepw License #_ Home Improvement Contractor# Worker's Compensation # U tlk- ° ((0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO .lJf '� (EXW 4 ZV I SIGNATURE DATE 6 I FOR OFFICIAL USE ONLY APPL►CATION# r, DATE ISSUED MAP/PARCELNO. ADDRESS b VILLAGE - OWNER DATE OF INSPECTION: ofFO.UNDAlIONiuA3ut FRAME - - A JNSULATIONJ;.a NsE _.f , _• .t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT, ASSOCIATION PLAN NO. lx 17te Commonwealth of Massachuseft Department of Industrial Accidents ir Office of Investigations 600 Washington Street Boston,MA 02111 wmi mass gov/dia `Yorkers' Compensation Insurance Affidavit:BuilderstCflntractors/EIectricians/Plumbers Applicant Information / [ Please Print Lmbh� Name(BusineWOrganizationiIattividual): L-.irie ( 4- R t;U,r( Address:. City/StateJZip: 45ne MA Phone k �-N0 -Z 2 Are you an employer?Check a appropriate box: Type,of project(required): 1. I am a employer with 4. ❑ I am a general contractor and I 6. New construction employees(full and/or pact-time).' have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7.g Remodeling shift and have no employees These sub-contractors have g- ❑Demolition working for me in any capacity. - employees and have workers' g Building addition [No workers'comp.insurance Comp-insmance-1 required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself[No workers'comp. right of exemption per 141GL 12_❑Roof repairs insurance required.)Y c. 152,§1(4),and we have no employees.(No workers' 13.0 Other comp.insurance required.) *Any applicant that checks box##I tonst also fill out the section below showing their workers'compensation policy information. l Homeowners who submit this affidavit indicating they are doing all work and than hire outside conttactoas mu;t submit a new affidavit indicating such... ICott- tors that check this box mast attached an additional sheet showing the marine of tie sub-coamctan and state whethu or am those entities have eniployees. If the sub{onoaccors have employees,they must prm%de their workers'comp policy number I am an employer t►tat is providing workers'conipetisadon insurance for my employees. Below is the policy and job site information. Insurance Company Name: &J�,Vj Policy#or Self-ins.Lic.#: -Wr,.AQ21 1 R4q[b Expiration Date: 3 Job Site Address:611 h'-t ;,4 CitylState/Zip: 02C.30 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of tap to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage venfication. I do hereby certrfi,under thepains and penalties of perjury drat the information provided above is true and correct Si hire:: Date: O Phone�: fib 2'15 5 Z� Qfficial use only. Do not write in this area,to be completed by city or town official, City or Town: Permit/License# Issuing Authoiity(circle one): 1.Board of Health 2.Belding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 6 LOCUS MAP ti DRIVEWAY EASEMENT DETAIL SCALE ti ASSESSORS MAP 317 PARCEL 43 SCALE: 1" 20' LOCUS t8 WITHIN FEMA FLOOD ZONE C AS SHOWN ON DATED 7/2/992(NOTSA FLOOD HAAZARD ZONE) D IDTH VARIES A1AB pND. i6g,48, > .... -..�,,. 81 0 FND. ROUTE 6A �760 1 BARN 36g• J 1'0. ,jlyf�.S ..,\ v --1 DD il PC 264 M "v $ i461. � p ,., L01' 2 20' 9 TOTAL AREA o 58,163 # sp SEE DETAIL d'3BJj �� Bj�l`9f � p OR 1.34# ACRES Dly UPLAND -50,787 # Sp ';,,ABOVE 14ETLAND a 7,360 t SF ' S.N.-17.8 , EXISTING C, DRIVE P L APPROX 0 �o D E G 3 Dl a• ,^ POOLtow MHB , // *30\ CARRY HOPKINS � At NANCY HOPKINS 2 // 1140W GARAGE^ LOT 1 9 12� . S.F. TOTAL AREA - 437,416t SF OR 10.04 ACRESUPLAND 975.716* 0622638/204 VETLAND =161,700t SF �~ \\ FRONT AREA CONTIGUOUS UPLAND =66,861 Sp S.N.-19.5 ZONING SUMMARY +� ZONING DISTRICT: RF-2 DISTRICT .Ye REQUIRED: w at DRILL HOLE MIN. LOT SIZE 43.560 S.F. APPROXIMATE LINE ,r 3.00, FROM MIN. LOT FRONTAGE 20' OF WETLAND I LOT CORNER se �t MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' 131 400tD SF at MAX. HEIGHT m. 4b $° � \ SITE \ IS LOC CTIIONAD SIFT RICTiIN THE AQUIFER 4L 4t \\ OWNER/APPLICANT 4 \ WILLIAM H. DOE,I'R• at P.O. BOX 449 1 +r CUMMAQUID, MA 02637 REFERENCES AIL PROBATE 59076 4b DEED BOOK 8873 PAGE 318 +t of f P5(OWL PG 36 r r 'O'er 2.41 o 6 PG 149 f ► 1 tl S i�,i �4 rs �• �� rounro'� ; Iw venal ua "'^ ORfI£w.lr /tsn MNBTABLE KAN"WARD B G13 MAP $S DitlY SCAM EABB�£NT DETA! racaul o iuinr rrm q .mm»u uarx na.vmtesav we cnvl,wo ure wrucccwm � iampaeyga�wlaoxw noonpayat'oppq ppq i . o,o�� a�p0 Y/r/�n!pOi•w 1iWC IQWD A.[)� M Nn Mf,AY..OM rYn � A yp pq 1RLL � q j��Mi•'�• � RMW ore Dove w owu.ru ' 1 Wit"°\ •• � • � •^aye', @ G gy� q iW 1aM '•�• ' ♦ .• K11MO�• ; �[00� �.q IAnO� M 1. B .tm.et w 1 recu tc�e � • �;'J' o>D241e696 Al as b ioa .`m \` _^�� •f /�r$ 1 1 1 1 1 I 1 I f 'F1TL1161n 1\- • f • F IN W $ - _ SqY�t� lr�e••t�mmeB 1' Or qil A IN 1 • `a\\ 1 1 • ,1 �•_. � 1 n� 1...d"$ r�j� `ems' .►,y��,,_ PLAN OF LAND t ♦ir f._a H BARNSTABLE. MA N MAIN STREET RT. 6A l^i r LZ„rm IL H. OE 5.1 ror.a MM G down cope en9fnaering, frw. vn m Iu Doe na � ant envnm+s WN SWVftDeS 0.19 MOY.SINsI -YMYefnMYCN�PASS i BARN "'H.YIre A•>oA� TE 6\ Dol//bM/HJMbwr s /99N00y t` LOCU9 81 /ha AQ4IIEWAY EASCYCN] —JZI�• -'� EXIS77NG FOR REosmr usE DRIVEWAY y3611 k LOCUS MAP BARNSTABLE PLANNING BOARD + DRIVEWAY EASEMENT DETAIL ACAAE I•.zoso•: SSES—MAP 31]PARCEL AJ APPROVAL UNDER THE SUBVI49ON'. SCALE:1' 20' �CGNmot LAW i5 NOr REDUIRED / \ ASCSHONN ON CDMMU— EL/25000t DOTI D DATED DAD]/2/1992(NOT A ROOD HAZARD ZONE) ROUTE BA srArz wcHwAr-wOTH vuaEs �`,_. MHB MD. ---AS/0 LDYPUANCE ®RJO _ M I}If ZEWING LIPAWANCE BARN ' I.$e �pNAEYENIS A9 BCCM YACEM 106I$R011}E BA � POa`DNS IENAED BY IJE ASOIE ENOP>39ZENI. IYDD $ \ OB n61 PC & Tmu ARr-ae.lBs OR I.PAS ACIUS aAHO e�NL DR LI $ UPLAND i ffi /. I CERl1EY A--THAT 1HIS PLAN WAS MADE W wEnANO->•>.I0II:>A MM M..11 OF OEEDs 9.N.-1 plllSl'ING REw1AnONs EEEECRVE VARY 1. ISM AND AS AMENDS ARY]. APPR O%O 2B _ a POD' •, WINS/9A 9NNBH13DOE N{, / \\\ Rr NO"ll a� �^ ARNBTABId 'O`q N Ov a H—INS DAIS DANIEL A OJALA•P.L.S. C.-DONDN DAR QE^ �•1 A OPKINS 2•vJ / % }OT aARG J9>,J18i SI /. 9.112 SP. O of 0822$]I/201 }OwN OI \v I a \\ RIII AND IN, s BARNBZABTE 1 OOS 8I CCOLO1L441ONN • ` \\ no"AREA CONTICDom \ y a • UPLAND.BB.001 SI gg S.N.-19.8 1 3 a ZONNG SUMMARY ZONING STN—RE-2 DISTRICT GRILL HO E 1.Sl%INEHEWE a a n a a APPRO%IMAIE LINE a I J.OD'mdl MIN.LOT SIZE RE�.550 Sr. ANE w.HEAnLY r•+ OF—AND a I lOT CORNER N.LOT FRONTAGE 20' DB I3m PO?dl - 6 a • N.FRONT SE.— JO' e ( N.SIDE SEIBACN t s' 5' 1\ wEnANO 1 SETB R AC% M \ 131.—sE s a 1 MJx.NU_T io' S.E LOCATED wIn1IN THE AOUrER • \ S.IS LON DISTRICT /$0 SWEDE a a OWNER/APPLICANT lUIRZ A CARISON 1 \ MLLIAM N.OOE.TA.. P.O.BOX M9N \ a a a —MAOUID, I \ a CB RID, a PROBATE\ 99076 III• a a a • / `` D O PISS PACE PH J10 \ GT2 K.76 U0241o5 PG 149 W6 10101 sNAucxTtl.>Y.na. TO I 1 I 1 I R 8 I a 1 _ 1 / a I 181 9TOx61®cE I g /aIAJ wLLN 9}AEEt £ fnEL w.sroessan A. D. rn:/iea99a lAYL9 BI>PC 1M a \\\ CB MD.. 1 • \ \a a • \ •wERAHO SlSaJ•JJ•E \ JD.JOOS Sr Z15.9>• \ \ \-APPRO%wA1E UNE wE= \ \ DE I 1 a J /1A wHREYDO. DB 1996IM P.297 a CON N OI a •// '' BARM9>AB18 \ / DB III>PO 22I PLAN OF LAND IN BARNSTABLEe MA a #86ll-MAIN STREET (RT. 6A) G � ® OREPAR[0 FOR Ioy'Sm— I WILLIAM H. DOE i EN14.P.2A> DATE: JULY 29.2013 f IP 8 Scme:'o-SO' rmr i J0S.1D•1 I[x�, .sAl O IC. Gw CB�. � lo.508 Mt-9809 AD I m down cope engineering, inc. YAP 31>43-R DOE H R!D CIVIL ENGINEERS LAND SURVEYORS 9J9 MOin St—BI - YARMOUZNPORZ-MASS. s g J� L M y flPl REODOPY YSE L LOCUS MAP BARNSTABLE PLANNING BOARD BT1U7T BA STATE HIWWAY-wont VARIES ASSESSON9 YAP]t)PAR[41 AD APPROVAL UNDER 7NE SUBDIWSTQV cOVTR(DC(Aw is Nor REW/RED tDSM YBB Pt01. AS SN.ON...Pw 12 m OD01 D DATED)/2/1882(NOT A RODO HAUPO—E) I9aea ROVE L _!•p 8 DIITDD tam I � ?0' a OB 2161 PoADA 1 1 p,n laT 8 IND.BD .h £ i0T11'OR P* ACB883 99 S D RBlI � w7 j UPIAND He.BeB *SP PP}fANBN X *BI REgARLL w By MAs BED.•NAOE LR �' B G 2zABm By Tla ABONF eAmaesddz PaoT.°R O �' IN. ' / GARRY NORDNB T01N Ol / NANCY NOP1019 THAT TMP PLAN WAS YAM w RABILTIABIl / ' A=RGCdiDADANCE w1N REQSIAY R 1. wN88RT ox / 19976. W9 DFECI JAHOMY 1, wYY18910N 1BT8.AND A9 AYENOm JANUMY). �d' •, E 1BBS / GARA E B,112 X112 S- SF. TOTAL IBHA Ma.a2p*8P /S-�41�� TOPIC OP PS0,9W.smP F^" BAWT9NBIE ``` ,C DPUOTB� *Bf wN9Pifl1110N \ >6fI/J10 1Ba,91a3® R99'19'e0E DATE DANID.A.QI,WB P.L. C010®DB a \ Ppppl'AREA wN}ICDOUB �4 �.�' OP11ND BP /•� PPOPEPtt UNE BR.1B.T OLD didl) pc 'MPRONYATE UNE . Bpy®Og OF YETUND' DRILL XOIE AWa 1.B1 T b xOd iRpl AP.WI Isa9s Po _ • - WETuxD _ .139.—S, - ZONNG SUMMARY \ _ ZONING p9WCT:RF-2 DISTNCT KOUIR • REWI.. • - YIN.LOT SIZE AJ,9B0 F. YIN.LOT FRONTADE 2 60 RfOB®CB - YN.SHIE SEiBAq( ]0' N.90E BEIBAdt 1a' 1 YDA PEAR GETBACK 15 1 - - YA%XETQIT ]0' \ - SITE IS LOCATED.THIN ME AWM CB�. 1 - PROTECRW d9TPoGT OWNER/APPLICANT \ -UAY H.DOE 1 P.O.B02 AAB 91n2J \ - •. r WYYAWID,MA O2037 IOHIIBeSVAiemD�eYaiM' REFERENCES \ 1 PROBATE 5076 ——PAGE]le �•i I 1 F UDU wa \ K8 /Sul YADI 8[IrimT £ x1Aa P.era9s9m clr:Plesaw r !- w Rm. WETLAND \ 2199r \\ \ " TE UxE v..71.YA I A YD�B4 Y _ DB iesee Po ssT / I /' wu1rTT ar p BAIwBIABId 8 £ PLAN OF LAND /1'!'WT8"OOR R0Y B.BRfARI IN TBIw{a P8{T BARNSTABLE, MA #3611 MAIN STREET CRT. 6A) PaPNED ipI WILLIAM H. DOE DATE: JULY 25.2013 aOlo Scmat•-60• PND. ®Tar down cop engineering, inc. -- cl-ENGINEERS LAND SURVEYORS Yg• 1.•A 939 MO/n Street - YARMOUMPORT. MASS. t Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-105200 BENJAMIN G LAMORA.,,, , 5 CENTER KINGSTON MA :02364 S '` Expiration Commissioner 05/01/2015 US Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 146367 Type: Private Corporation Expiration: 4/14/2015 Tr# 239879 LINEAL CONSTRUCTION INC. BENJAMIN LAMORA P.O. BOX 1118 BARNSTABLE, MA 02630 Update Address and return card. Mark reason for change. scA I G 2OM-05/11 Address Renewal Employment Lost Card C%,�s l narn yruoCYM/t n f�C?/�t�JJur�cJc/G1 Office of Cons er Affairs&RBusioess Regulation License or registration valid for individul use only OME IMP OVEMENT COrJTRACTOR before the expiration date. If found return to: egistrati, n• 146367 Type: Office of Consumer Affairs and Business Regulation `Expiratio : ,•4/14/2015 Private Corporation 10 Park Plaza-Suite 5170 fir.* Boston,MA 02116 (LINEAL CONSTRUCYIONI, BENJAMIN LAMORA 3328 MAIN ST BARNSTABLE, MA 02630 Undersecretary _ Not valid without signature, LINECON-01 ASKALA ACORN' CERTIFICATE OF LIABILITY INSURANCE DAT11612D/Y 4/16/2013 3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Rogers&Gray Insurance Agency,Inc. PHONE ---------- FAX -- 434 Rte 134 A/c N—°,Ext): South Dennis,MA 02660 EMAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:ACADIA Insurance 31325 INSURED INSURER B: Lineal Construction,Inc. INSURER C: — P.O.Box 1118 INSURER D: Barnstable,MA 02630 INSURER E: _ INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR L SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR V&D POLICY NUMBER MM/DD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY V PREMISES' Ea occurrence) $__ CLAIMS-MADE F—IOCCUR MED EXP(Any one person) $ - _— PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1-1 POLICY jE OT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS PER ACCIDEN —f $ UMBRELLA LIAB H— CO CCUR EACH OCCURRENCE $ EXCESS LIAB LAIMS-MADE AGGREGATE $ DED RETENTION$------ --- — — --�-------------$--- ----- WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY T RY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE YIN �N WCA021184916 3/29/2 13 3/29/2014 E. EACH ACCIDENT $ 1,000,000 OFFICER/NIEMBER EXCLUDED? I N I NIA — (Mandatory in NH) DISEASE-EA EMPLOYEE $ 1,000,000 ff yes,describe under AND OF OPERATIONS below .L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,K more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Proof of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE r ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Affidavit of Substantial Financial Interest I, AmOa- b of WJrtx, (W-., , on oath dep se and state as follows: 1. 1 am an applicant for a building permit for the property located at Map 31 , Parcel The address of the property is NlRln1 5� 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 is 0(,� 1 2.ot3 , 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 4. Within the last twelve months, from today's date, which is OCT iz.013 , I 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 0 building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted 0 . building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted Q building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received Q 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 OUT , 2W3. 1 7 _D, 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT dawn cape engineerinq, inc, CIVIL MAINM5&LAND 51.MY0P5 9"MAIN 5T/ P019 6A YARMMOUT ORT, MA 02695 508> 362-4541 PAX (508> 362-9880 i FAX COVER SHEET to : 1-508-862-4722 Date: 9-13-2013 TO: Denise Radley-Town of Barnstable Assessors Department Re: Division of#3611 Main Street,Barnstable,MA 4 Denise: w Pm 1 -10 Attached please find the recorded plan for the property which I called about Mr.Frank Schlegel has tentatively assigned the new lot a street number of#3609 Mainy _, r l) Street,but needs your database link to complete his assignment. -�---- 54 to The attorney who will be working on the sale is: Cx) Joseph Berlandi,Esq. 3180 Main Street POB 1177 Phone: 1-508-375-0023 Barnstable MA 02630 email: berlandi23na comcast.net You said once you received the deed for the transfer,you could finalize your work. Thanks �for your help, Daniel A.Ojala PE,PLS President,Down Cape Engineering,Inc 3 pages including cover CC 75 I3G�-LA"a ) BolseCascade Triple 1-3/4" x 7'A-14"VERSA-LAMO 2 0.3100 SP Designs\Beam01 Dry 11 span I No cantilevers.[0/12 slope Friday,July. 12,2013 BG.CALG®Design Report-'US Build 1926 File Name BC 4789 Job Name; William Doe Description:;Designs Ieam01 Address- 36.11,Route,'6A Specifier: City,.State,Zip Barnstable, MA Designer:: Customer Lineal', Inc. Company: Code reports: ESR-1'040 Misc: job 4789. Connection Diagram Disclosure b d Completeness and accuracy of Input must be verified by anyone who would rely on a _ output:as evidence of suitability for o 0 particular:application.Output here based c on building:code-accepted design properties and analysis methods. • • Installation of BOISE engineered wood e: o 0 o products must be in accordancemith current Installation Guide and'applicable building codes.To obtain Installation Guide or ask;questions,.please call a minimum' 2' c 2-1/4" (800)Z32-0796before.insiallat6n:. b minimum..=3`' d=:24" e minimum=3" BC CALCOj BC FRAMERV,AJS-, ALLJOISTO,BCRIM BOARDTm,BCIO, Nailing schedule appliesto both sides of the member. BOISE GLULAMTM, 'SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM' Connectors are:16d Sinker Nails PLUS®,VERSA-RIM®, VERSA-STRANDO,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 Boise Cascade Double 1-3/4" xtw!/4" VERSALAMO Z U31 oo sp Desig M IB eam02 Dry 13 spans No cantilevers 0/12.slope: Friday,,July 12,2.013, 9C CALCO Design Report-US 5uild 1 9215 File Name: BC Job ame William Doe: Descript ion: Address' 3611 ROutia.6A, Specifier City State,Zip-Barnstable. MA. Cusiorher-- Lih6al' Inc. Company:': Code reports- ESRA040, Mist-." job-4789 Connection-Diagram Disclosure b d Completeness and accuracy of input must be Verified by anyone who would rely on output, ',as evidence.of'suitability for 0 0 particularapplic I ation.Output here based on building code-accepted design c properties and analysis methods.. Installation'of BOISE engineered wood prod'66tsnust be in accordance With current Installation Guide and applicable building codes.To.obtain'Installation Guide or:ask questions,please,call a minimum=2" c 5-114" (9.00)232.0788,before installation. b minimum=3" d=24" BC cAiLco,BC FRAMER®,AJSTm, Member mber has no,side loads. ALLJOISTED,BC RIM BOARD-,BCI(D. ,, Connectors are: 16d Sinker Nails 5bISE.GLULAMT.,SIMPLE FRAMING SYSTEMS,VERSA-LAM®;VERSA-RIM PLUS@,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of B oise Cascade Wood Products L.L.C. Page 2 of 2 Dry 13,spans 1,No cantilevers 10/1-2 slope Friday,.July 12,2013 Build.11926 File Name: 8C City :State,:Zi :-Bamstablej MA Designer.-," Customer: Lineal, Inc. Company�f 12 Tot.al Horizontal Product Length 28-08-00 Reaction Summary(Down Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 3,532 ft-lbs 23.1% 115% 10 03-09-10 Completeness and accuracy of input must Neg. Moment -5,345 ft-lbs 35% 115% 12 19-06-00 be verified by anyone who would rely on End Shear 1,513 lbs 21.4% 115% 10 01-00-12 output as evidence of suitability for Cont.Shear 2,509 lbs 35.5% 115% 13 08-02-02 particular application.Output here based on building code-accepted design Live Load Defl. L/1,659(0.065") 14.5% n/a 16 24-04-10 Installation of BOISE engineered wood Max Defl. 0.0911, 9.1% n/a 10 04-02-10 current Installation Guide and applicable Span/Depth 13.4 n12 n/a 0 00-00-00 building codes.To obtain Installation Guide or ask questions,please ca Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMERS,AJS-, trademarks of Boise Cascade Wood Cautions ProductxLLC For roof members with slope(114)112 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow �j&AAA surcharge load. Notes Design meets Code minimum(Ul 80)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Design based nn Dry Service Condition. /r PROJEC l NAME: ADDRESS:"3 PERMIT# PERMIT DATE: M/P: 3� 3 LARGE ROLLED PLANS ARE IN: BOX 1 SLOT -T� 2 Data entered in MAPS program on: BY: q/wpfiles/forms/archive Bk 27690 P 0 196 �532 5 09-16-2013 a 10C25a QUITCLAIM DEED 1, William H. Doe,as Trustee of the Yesteryear Nominee Trust u/d/t dated October 15, 2009,recorded on October 20,2009 with the Barnstable Registry of Deeds in Book 24105,Page 145 for nominal consideration grant to Deborah Doe Griffin and Harry Wade Griffin,husband and wife,as tenants by the entirety,both of 3350 S. Wakefield Street,Arlington,VA 22206 with Quitclaim Covenants \ the land,with the buildings thereon,situated in Barnstable, Barnstable County, Massachusetts Lot#2 as shown on a Subdivision Plan prepared by Down Cape Engineering,Inc.dated September 11,2013 and recorded with the Barnstable Registry of Deeds on September 11,2013 in Plan Book 650 Page 79. Said Lot#2 more fully described as follows: Commencing at the southwesterly corner of the hereinafter described premises at land now or formerly of the Town of Barnstable Conservation Commission; thence N 10'21' 15' E by land now or formerly of the Town of Bamstable Conservation Commission;a distance of 148. 53; thence N 090 51'43" E by land mow or formerly of Dafydd Rees a distance of 183.56'; thence S 80°00'30" E by the southerly line of State Highway Route 6A a distance of 158.4J'to a granite bound; thence S .76" 16' 30" E by the southerly line of State Highway Route 6A a distance of 83.82'; thence S 20" 38'28"W by land now or formerly of William H. Doe,Tr. a distance of 198. 1 V; thence. S 67°21 '14" W by land now or formerly of William H. Doe,Tr. a distance of 244. 63';which is the point of beginning,having an area of 58,153 square feet more or less, 1,34 acres,more or less. For title see deed from William H.Doe to William H.Doe and Shirley N. Doe, Trustees of the Yesteryear Nominee Trust dated October 15,2009 recorded with Barnstable County Registry of Deeds in Book 24105 Page 149 on October 20,2009. PROPERTY ADDRESS: 3609 Route 6A(Main Street),Barnstable, MA 02630 Executed as a sealed instrument this I kay of Se tember 2013. • v��-- William H. Doe,Trustee of the Yea;�.14,. 1 Bk 27690 Pg197 #53255 Yesteryear Nominee Trust COMMONWEALTH OF MASSACHUSETTS Barnstable, ss On this day of September 2013,before me,the undersigned notary public,personally appeared William H. Doe,proved to me through satisfactory evidence,which was his Driver's License,to be the person whose name is signed on this Quitclaim Deed and acknowledged to me that he signed it voluntarily and that he had the authority to do so pursuant to the provisions of the Yesteryear Nam' ee Trust for its stated purpose. 1 o u lic:Joseph J. Berlandi y C ission Expires: March 30, 2018 8AKIV61AULt REGISTRY OF DEEDS 2 �'ME r, Town of Barnstable ° Regulatory Services I E'� Thomas F.Geiler,Director - i639- Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder n /-1 /7/. -D d C ,as Owner of the subject property hereby authorize ' ?ILK[ to act on my behalf, in all matters relative to work authorized by this building permit. -7 6 // i"1 A ` A/ A ) (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled'or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Si nature of Applicant Print Name Print Name Date o Q:FORMS:OWNERPERMISSIONPOOLS 62012 Town of Barnstable Regulatory Services Thomas F.Geiler,Director °r1639. •`�� Building Division Ec�� g 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: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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_pgrmit. (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 requirements. Signature of Homeowner 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." z 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. 0 C:\Users\decollik\AppData\Local\MicrosoR\Windows\Temporary Internet Files\Content0u[look\QRE6ZUBN\E}CPRESS.doc Revised 053012 BeamChek v20t1 licensed to:Swanson Stnicturai,;Inc. Reg#119.4%67550' Lineal: 351.1 Route 6A, Barnstable Beam 01 joij 4789 Date.7/12/1,3: :Selection w sx 16 50.ksi Wide Flange.Steel Lateral.Support: Lc=4.6 t max. Conditions Actual.Size is 5 x 5 in. Min Bearing Length R1=0.8.in. R2=0.8 in. (1.0)DL Defl= 0.15 in Recom Cambe-0.2a in Data Beam Span 10.33 ft Reaction 1 LL 2737# Reaction 2 LL 273T# Beam Wt per ft 16.0# Reaction'4 TL 4550# Reaction,2 TL 4550 Bm Wt Included 165# Maximum V 4550# Max Moment 11751'# Max V(Reduced)' N/A TL Max Defl L/240 TL Actual Defl L f 329 LL Max Defl L/360 LL Actual Defl L/547 Attributes Section in Shear in TL DO(in) LL Defl Actual 8.51 1.20 an 0.23 Critical 427 0'.23 0. 2 0.34 Status OK OK 0K OK Ratio 50% 19% 73% 66% Fb(psi) Fv(psi) E(psi x mil Values Ref.Value Fy 50000. 50000 29.0 Adjusted Values 33000 20000 29.0 Adiustments YP Factor,Lc 0.66. 0.40 Loads Uniform LL:240 Uniform TL:360 =A Par Unif LL Par Unit TL Start End H=80 0 10.33 80 1 =110 0 10.33 210 J=315 0 1.0.33 771 Rr Uniform Load A z�f PIULW'. `"i SvVAi'50N S !'i'i l'0iiAL ,-� R1 =4550 R2=4550 f, _;�.�ii SPAN=10.33 FT Uniform and partial uniform loads are Ibs per li neal ft. Boise Cascade Triple 1-3/4".x 7-114"VERSA=LAM.2.0 3100'SP Desl'gWBeam01 Dry"11 span:I No cantilevers I,0/1'2 slope Friday,,.July 12,2.0.1'3: BC-CALCO Design Report=SUS` Build 1926; File Name: BCA789 Job Name: William.Doe• Description:Designs\Bearn0l: Address: ' 36.11 Route 6A Specifies: City,.State,Zip:Barnstable, MA Des'I'gnet: Customer. Lineal, Inc. Company: Code reports: ESR-1040 Misc job 4789 l I ( 1 I l I' ( L I I I , I 3 L. 1. f j I i 10-04-00 BO B1 Total Horizontal Product Length=10-04-60 Reaction Summary(Down/Uplift) (ibs') Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,653/0 1,796/0 1,085/0. B 1, 3-1/2" 1,653/0 1,78610 1,085/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 1 st floor Unf.Area (Ib/ft^2) L 00-00-00 10-04-00 40 20 06-00-00 2 Wall Unf. Lin. (lb/ft) L 00-00-00 10-04-00 80 n/a 3 Loft Unf.Area (Ib/ft^2) L 00-00-00 10-04-00 40 15 02-00-00 4 Roof Unf.Area(IbW2) L 00-00-00 10-04-00 15 30 07-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 8,115 ft-Ibs 64.6% 100% 1 05-02-00 Completeness and accuracy of input must End Shear 2,843 Ibs 39.3% 100% 1 00-10-12 be verified by anyone who would rely on Total Load Defl. U248(0.477") 96.6% n/a 3 05-02-00 output as evidence of suitability for Live Load Defl. U465(0.255") 77.5% n/a 6 05-02-00 particular application.Output here based Max Defl. 0.477" 47.7% n/a 3 05-02-00 on building code-accepted design properties and analysis methods. Span/Depth 16.3 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products mUst be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 3,840 Ibs 49.2% 27.9% Spruce Fir or ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 3,840 Ibs 49.2% 27.9% Spruce Pine Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Notes ALUOISTO,BC RIM BOARD- BCIO, Design meets Code minimum. L/240 Total load deflection criteria. BOISE GLULAMT'^ SIMPLE FRAMING 9 ( ) SYSTEMS,VERSA=LAMCRI,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum total load deflection criteria. VERSA-STRAND®,VERSA-STUDOare Calculations assume member is fully laterally braced. trademarks of Boise Cascade Wood Design based on Dry Service Condition. Products L.L.C. f 7� l 3J K4 =r Page 1 of 2 2! 3 BeamChek v2011',licensed to:Swanson Structural,,lnc. Reg.#1194=67550' Lineal. 36,11 Route:6A: Barnstaple Beam 01 job 4789 Date:7/12/13 Selection W 5x 16 50 ksi Wide Flange Steel Lateral Support: Lc=4.5 ft max. Conditions Actual.Size is 5 x 5 in. Min.Bearing.Length. R1=°0.8 in. R2=0.8 in. (1.0)DL Defl= 0.15:in Recom Camber-0.23 in Data Span Beam an S 1'033 ft. Reaction 1 LL 2737# Reaction 2 LL 2737# Beam Wt per ft 16.04. Reaction 1 TL 4550# Reaction,2 TL 45504 Bm Wt Included 1.65# Maximum V 4550#. Max Moment 11751 '# Max V(Reduced)' N/A A Max Defy L/240 TL Actual Deft L%329; LL Max Defl L i'360 LL Actual Deft L/547 Attributes Section in Shear(in, TL Defl(in) LL Defl Actual 8;51 1,20 0.38 0.23 Critical 4:27 0.23 0.52 0.34 Status OK OK OK OK Ratio 50% 19% 730l0 666/6 Fb(psi) ,, Fv(psi) E,(psi x mil Values Ref.Value Fy 50000 50000 29.0 Adjusted Values 33000 20000 29.0 Adiustments YP Factor,Lc 066 0.40 Loads Uniform LL:.240 Uniform TL 360 =.A Par Unif LL Par UnifTL Start End H=80 0 10.33 80 1=110 0 10.33 210 J=315 0 10.33 J — _j Hr ��cH c, A�a,•` � Uniform Load APAUL SON PANS R1454550 R2=4550 SPAN=10.33 FTz" o'J ' Uniform and partial uniform loads are Ibs per lineal ft. /2 3 Boise Cascade Triple 1:-314" x 7-1/4"V.ER=SA-LAM02 `0 3100 SP= Des'gnsl6eam01 Dry 11 span I No cantilevers[0/12 slope Friday,July 12„2Q13 BC-CALCO Design:Report--US, Build 1926, File.Name: BC.4789 Job Name: William,Doe Description:pesignslBeam01 Address: 3611 Route:6A. SO ocifieT City;.State,Zip:.Barnstable. MA, Designer; Customer. Lineal, Inc. Company: Code reports: ESR-1040 Misc.: job 4789 t ,r. i. i. I. 10-04 00 BO B1 Total Horizontal Product Length=i0-64-ao Reaction Summary (Down/Uplift) (ibs) Bearing Live: Dead Snow Wind . Roof Live BO, 3-1/2" 1,653/0 1,786.10 1,085/0. B 1, 3-1/2" 1,653/0 1,78610 1,085/'0 Live Dead. Snow Wind Roof Llve Trib. Load Summary Tag Description Load Type Ref: Start End 100% 90% 115% 160% 125% 1 1 st floor Unf.Area (Ib/ft^2) L 00-00-00 10-04-00 40 20 06-00-00 2 Wall Unf. Lin. (lb/ft) L 00-00-00 10-04-00 80 n/a. 3 Loft Unf.Area(lblft^2) L 00-00-00 10-04-00 40 15 02-00-00 4 Roof Unf.Area (lbift^2) L 00-00-00 10-04-00 15 30 07-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos.Moment 8,115 ft-Ibs 64.6% 100%° 1 05-02-00 Completeness and accuracy of input must End Shear 2,843 Ibs 39.3% 100% 1 00-10-12 be verified by anyone who would rely on Total Load Defl. U248(0.477") 96.6% n/a 3 05-02-00 output as evidence of suitability for Live Load Defl. U465(0.255") 77.5% n/a 6 05-02-00 particular application.Output here based Max Defl. 0.477" 47.7°k n/a 3 05-02-00 on building code-accepted design s. Span/Depth 16.3 n/a n/a 0 00-00-00 properties and OISEanalysis engineered P p . Installation of BOISE engineered wood products must be in accordance.with %Allow %Allow current Installation Guide and applicable. Bearing Supports Dim. Lx Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 3,840 Ibs 49.2% 2".9% Spruce Pine Fir or ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 3,840 Ibs 49.2% 27.9% Spruce Pine Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS'"', Notes ALUOISTO,BC RIM BOARD-,BCI®, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAM-,SIMPLE FRAMING Design meets Code minimum U360 Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM 9 � ) PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum total load deflection criteria. VERSA-STRAND®,VERSA-STUDO are Calculations assume member is fully laterally braced. trademarks of Boise Cascade Wood Design based on Dry Service Condition. Products L.L.C. r Page 1 of 2 ' Boise Cascade Triple 1-3/4" x 7-1/4" VERSA-LAMO 20 3100 SP Des.ignslBeam01 BC CALL®Design:Report-usDry I 1 span I No:cantilevers]0/42 slope Friday,July 12;2013 Build 1926 File Name; BC 4789 Job Name.. William Doe Description:Designs\Beam01 Address: 3611 Route 6A Specifier: City,State,Zip Barnstable, MA Designer; Customer: Lineal, Inc. Company: Code reports: ESR-1040 Misc job 4789 Connection Diagram Disclosure° b —d Completeness and accuracy.of Input must be verged by anyone who would rely on: a output as evidence of suitability for o o particular,,application.Output-here based c on building,code-accepted design properties and analysis methods: • >ti . • Installation of BOISE engineered wood e o c. o current be in accordance.with. Installation Guide and:applicable.. building codes.To obtain lnsiallation Guide; or ask'questions,:please call a minimum 2" c=2-1/41' (800)232-0788 before mstallation; b minimum =3" d= 24..' e minimum=3" BC CALCO;BC.FRAMEROI,AJSTM', ALLJOISTO,BC RIM BOARD-,BCI®1; Nailing schedule-applies to both sides of the member. BOISE GLULAM- SIMPLE FRAMING. Member has no side loads. SYSTEM®,VERSA-LAMO,VERSA-RIM' Connectors are: 16d Sinker Nails PLUSO,VERSA-RIMO, VERSA-STRAND ;VERSA-STLIDO,are; trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 / Bolse Cascade Double 1,314``x 9-1/4" VERSA-LAMO 2.0 3100 SP DesgnstBea,m02 Dry 13 spans('No cantilevers 1 0/12 slope Friday,July 12,-2013 BC CALC®Design.Report-UIS 'Build�1926 Fite Name: BC Job.Name.: William Doe Description: Designs\Beam02 Address*' 3611 Route 6A Specifier: City, State,Zip Barnstable, MA Designer: Customer: Lineal, Inc. Company: Code reports: ESR-1.040 _ Misc: job 4789 ID 12 "1=09 -02-DO B1 10r04-00 09-02-00.._ B3 To at Horizontal Product Length=28-08-00 Reaction Summary(Down/Uplift)i (ibs.) Bearing Live Dead. Snow Wind Roof Live BO,3-1/2" 69210 1,404/0 B1,5-1/4" 2,019/0 3,980/0 B2, 5-1/4" 2,019/0 3,980/0 B3, 3-1/2" 692/0 1,404/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 9D% 115% 160% 125% 1 Roof Unf.Area(lb/ft^2) L 00-00-00 28-08-00 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos.Moment 3,532 ft-Ibs 23.1% 115% 10 03-09-10 Completeness and accuracy of input must Neg. Moment -5,345 ft-Ibs 35% 115%. 12 19-06-00 be verified.by anyone whomould rely on End Shear 1,513 Ibs 21.4% 115% 10 01-00-12 output as evidence of suitability for Cont.Shear 2,509 Ibs 35.5% 115% 13 08-02-02 particular application.Output here based Total Load Defl. U1,175(0.091") 15.3% n/a 10 04-02-10 on building code-accepted design Live Load Defl. U1,659 0.065" 14.5% n/a 16 24-04-10 properties and analysis methods. ( ) Installation of BOISE engineered wood Total Neg. Defl. U-20,795(-0.006") 0.9% n/a 11 18-05-10 products must be in accordance with Max Defl. 0.091" 9.1% n/a 10 04-02-10 current Installation Guide and applicable Span/Depth 13.4 n/a n/a 0 00-00-00 building codes.To.obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMER0,AJS-, so Wall/Plate 3-1/2"x 3-1/2" 2,095 Ibs 40.2% 22.6% Spruce Pine Fir ALLJOISTO,BC RIM BOARD-,BCI®, B1 Post 5-1/4"x 3-112" 6,000 Ibs 0.3% 43.5% Steel BOISE GLULAMTM SIMPLE FRAMING B2 Post 5-1/4"x 3-1/2" 6,000 Ibs 0.3% 43.5% Steel SYSTEM®,VERSA-LAM®,VERSA-RIM B3 Wall/Plate 3-1/2"x 3-1/2" 2,095 Ibs 40.2% 22.8% Spruce Pine Fir PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Cautions Products L.L.C. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not:occur. For roof members with slope(1/2)112 or less final design must account for Rain-on-Snow surcharge load. ONJr 14 Notes Design meets Code minimum(Ul 80) load deflection criteria. Design meets Code minimum(U24)Live load deflection criteria. ` Design meets arbitrary(1") Maximum total load deflection criteria. .' i;;3j4 l Calculations assume member is fully laterally braced. Design based on Dry Service Condition. NAL 7, t 3 Page 1 of 2 BolseCascade: Double.1-3/4" x 9=114" VERSA-LAMO 2063100 SP Des'igns\Beam02 Dry 3 spans j No cantilevers j 0%12 slope Friday;July 12,201:3 BC CALCO Design Report US Build 192& File Name: .BC Job Name: William Doe Description:DesignstBeam02 Address;. 3WI* Route;6A: Specifier. City, State,Zip:Barnstable, MA Designer.. Custome:r< Lineal`, Inc. Company:'. Code reports: ESR-1040 _ Misc`. job 4789 Connection:Diagram Disclosure ��►►{{ b Completeness and accuracy of input must. L' d be verified by anyone who:would rely-on A outputtas evidence of suitability for •. s s particular application.Output here based on building code-accepted design c properties and analysis methods. l Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please.call a minimum=:2" c..= 5-114" (800)232-0788 before installation. .b minimum=':3" d'=24" BC CALC@,BC:FRAMER®,AJSTM Member has no:side loads. ALLJOISTO,BC RIM BOARDTM;BCI®; Connectors are: 16d Sinker Nails BOISE GLULAMT",SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 KE DE TORS REVIEWED s BARNSTABLE BUILDIN DEPT. DATE ADD NEW 6X6 POST UP FIRE DEPARTMENT DATE OUTLET FOR SEPTIC - ' TO SUPPORT EXIST BEAM BOTH SIGNATURESARE REQUIRED FOR PEWITIAG SYSTEM.SEE SEPTIC DWGS - , i I , D d D G V'� O ! 4 d O O O • 4 . CARBON MONOXIDE ' OXIDE ALARMS MUST BE INSTALLED PER B MASSACHUSETTS BUILDING CODE D EXISTING FEILD STONE UTILITY ROOM ' FOUNDATION TO REMAIN a ih o REPOINT AND REPAIR AS NEC p POSSIBLE FURNACE LOCATION ' Q 1a0 ' ' _________ _____________ 1 __—______________ _______ ___�_______ I _—__________________—__ ;4 NEW WATER HEATER I 1.1_ 1 ° r Q T— I O tVt— v � ' o D, to C3) 4 , � b NEW C) 4 i o CV -------- -a -------- ,--- - tf------5 r-16 IT6n ------ op- - ----------M --- 9-5--1fVe"32 9-5 173-T -------- 9' I a C p A NEW 6 POST UP TO t .'4 SU NEW STL BEAM I a ' D I t; y ° I I v _ 0 EXISTING FEILD STONE p . FOUNDATION TO REMAIN REPOINT AND REPAIR AS NEC 10'-1 5/16" 9'=5 11/32" 9'-6 15/32" , I 29'-1'/8" EXISTING BLOCK PIER TO REMAIN .:. ` M v o 0.3 081 m N ia BOSON, MACS.Ll Jy y�F'4E41 Of MPSSP�� A � 10r scale:3/8"=1'-0" { q Foundation L�ONEAL1; ONC. Avch cft o o uoldsya R Al t 6A - Plan PC bon II II BARN37ABLl,EAA 02630 600 276 73112 William Doe, Barnstable, MA, Map 317/043 „ I 28'-8 12'-10%” 15'-9'/a" I �-EXT UDHTfIXTURE ON EITHERS OF LIGHRANSOM IN OWS EITHER - - TILE SHOWER i 'FALSE°DUTCH DOOR ' TOP HALF SWINGS OUT I WITH WINDOW BEHINDCF) - I r /(E3 I _ " 1 LIOIN6 yI 00RBS INSIDE EXISTING SLIDING BARN DO OR B lu CLOSET UNDE7STAIR - 8'-73/ ry�c--N3 'i SLI _ _ -------/- \ u WASHERBARVER BUILT-IN BOOKSMElVES TOWEL RACK II ING BARN DOOR BELOW WINDOW r u I , u NEW RIGID INSUL OADDED ' ' - NEWS TOTHI PLUS I SHINGLES THING AND LINEN I I _ \ I INSTALL SEABOARD UP TO r I I I 5'LEVEL TO HIDE UTILITIES , I I ALL OF t ST FLOOR FRIDGE I � I N N a— _ I r SITTING AREA 1 HARDWOOD ' I BROOM CLOSET (f) I _ I -PROVIDE NEW COLUMN UP I I I TO NEW RIDGE BEAM n �j HARDWOOD C Cl) X NEW BUILT IN CABINETRY 4'-63/" ' Q NO UPPER CABS,NO STOVE TO 8E INSTALLED - COI I TV BUILT-IN N I EXi GHT FIXTURES ABV O UNG WINDOWS _ � ` 10'- Z' R. R.O. 2'-811m'x 4'-8T/B° R.O. 2'-8 'x 4'-87/B" 10'-9" 10'-13/4 It L o 1 bo -�.. DECK ED I A7FK GRAY DFC.KINr. v� LJ Q c NO.31081 11'-0" BOSON,11' -0" �o Mass. a� II 6 34'4" Ty OF MPS�Pv� ,D,-D„ 1'-D° state:3I8"=1-0° 1stFloor (���1EAL� D� . G°QVO q�80a o oaaldarra ISG� l Rt. 6A AZ Plan p®ban T110 BAG N87ABLE,NA 02530 500 275�612 William Doe,Barnstable,MA,Map 317/043 v h 11'-10%" 3'-1111 13'-33/e' R.O.4'-0'/2")r 1'-0'/i' R.O.4'-0'/"x 1'-0'/2' _ ---- --I-T]-------------- BATH 2 DWN i '\ Cs 19 NEW TRANM WINDOWS ABOVE ('Q ' I - O SLIDING AGE DOOR ' I ----------- ------- 4 - O ET-------- ------'- SITTING AREA --- -- - CL S SITTING -- -1,, - - o x zo e i HARDWOOD , Q EW WOOD RAILING i x T NEW BEADBOAgD CATHEDRAL CEILING IDLE BE ROVE 0 O ' NEW POSTS CONTINUE UP O ' TO SUPPORT RIDGE BEAM t N ---------slnalGaTsaeovsoa--- (fl --- ----------- ------------------------- ----- -- ------- ----T--------- - - � REAR ROOF ONLY , SKYLIGHTS ABOVE ON , , BEDROOM 2 i REAR ROOF ONLY \ , 21")C HARDWOOD BEDROOM 1 HARDWOOD C ; X � � 0 N TO LOW o C , O I , c' O ' LOW HEAD CLEARANCE - i � � LOW HEAD CLEARANCE _i ____J___` ____ -----________ 'R.O. 8'-0"x 3'-0'/�' ; c � c Q 0.31081 $ BOS-70N, �p� MASS gETH OF IMA ' scale:318"=7'•0". /�., r�/, - -- -- A3 2nd Floor pp N�nn A�nn nnnn A {{}} {{}} d� ((�� Rt L��I1V�/(,1L� �uV�o QQ���lS��'l4� o o�QOIJ�[�r� ��V� 1 l`■ 6A Plan Po b@K II18 BARNSTABL�L,tNA 02630�508 2775 7512 William Doe, B1amstable, MA, Map 317/043 NEW RIDGE VENT NEW SOFFIT VENTS NEW 400 SERIES ANDERSEN +_. AWNING WINDOWS IN WHITE NEW AZEK TRIM IN WHITE NEW ANDERSEN 400 SERIES TRANSOM WINDOWS NEW 400 SERIES ANDERSEN DBL HUNG WINDOWS IN WHITE -�' - x REPAIR AND PAINT EXISTING SLIDING NEW DUTCH DOOR,PAINTED WHITE _ GARAGE DOOR AS NEC NATURAL WHITE CEDAR SHINGLES 4 r VELUX"NO LEAK"SKYLIGHT , 21"X 54" ' NEW 400 SERIES ANDERSEN € AWNING WINDOWS IN WHITE ` �` �•4'`'' NATURAL WHITE CEDAR SHINGLES CUSTOM TRANSOM WINDOW _ - PAINTED WHITE,PERMANENT TRUE VIEW FROM RT BA DIVIDED GRILLS,WITH SITE LINES TO J t1 NEW 400 SERIES ANDERSEN CLOSELY MATCH ANDERSEN 400 SERIES AWNING WINDOW IN WHITE, NEW CUSTOM OPERABLE - i W/TRUE DIVIDED LITES SLIDING BARN DOORS F - IN NATURAL WOOD +� NEW 400 SERIES ANDERSEN NEW ANDERSEN HINGED ��; jir7T�191f*�BC�1 DBL HUNG WINDOW IN WHITE PATIO DOORS IN WHITE �0!°S°'7f'+C`.CM//TRUE DIVIDED LITES WITH TRANSOM ABOVE NEW AZEK TRIM IN WHITE AZEK RAILING GRAY- AZEK GRAY DECKING YF AZEK TRIM PAINTED GRAY F; l EXIST STONE FOUNDATION TO REMAIN, REPAIR AND REPOINT AS NEC o Q <VO- h BOSON, ~ EXIST BLOCK COLUMNS TO REMAIN 0y MASS. Jyw REAR VIEW �i�gETN OF MPSc,P 1'o scale:3/8"=1'-0" / 13 LUpV EAL ONC. QI1 cU I1ft`lJAa o uHdava 3Cv o� Rt. 6A A l 0 Views PC butt I I I @ BARNSTABLE,RAA 02630 508 275 7612 William Doe,Barnstable, MA, Map 317/043 INSTALL NEW RIDGE VENT NEW RIDGE VENT INSTALL NEW 2X10 RAFTERS TO NEW RIDGE BEAM AND EXISTING PERIMITER BEAM " - INSTALL NEW FOAM SPACERS AND R-30 BATT INSUL - SKYLIGHT,SEE FRAMING DRAWINGS POSSIBLE HVAC NEW 2X10 RAFTERS @ 16"O.C. - - CNEW ATHEDRAL CEILING UNIT ABOVE CLOSET � � - EXISTING PERIMETER BEAMS - TO REMAIN - EXISTING BARNBOARD TO - "----- REMAIN AS INTERIOR FINISH NEW CONT SOFFIT VENTS NEW 2ND FLOOR FRAMING,SEE EXISTING BARNBOARD ]\\,\- 3"RIGID INSUL OVER STRUCT DWGS TO REMAIN AS INTERIOR NEW 1/2"OSB FINISH ON ALL EXT WALLS INSTALL NEW 1/2" OSB TO BARNBOARD NEW CEDAR SHINGLES NEW STAIR UP TO LOFT OVER NEW 1/2"SHEATHING - NEW 2X6 WALL ON EXISTIN PERIMETER BEAM BEADBOARD TO HIDE UTILITIES i INSTALL NEW 3" ti RIGID INSUL - C) 00 i NEW BEADBOARDTO HIDE UTILITIES NEW 1/2"SHEATHING LO NEW CEDAR SHINGLES e -FRAME AROUND NEW OPENINGS AS REO - o' p� • NEW STEEL BEAM ON NEW - - °• POSTS,SEE STRUCT DWGS - o• 0,. aEDARti � NEW DECK FRAMING, A• ^^ SEE STRUCT DWGS SECTION AA DECK RAILING WITH GLASS PANELS U SECTION CC No. oat (D � SOS•'ON, �p MASS. Jy gEN of MP�'SP -- scale:3/6"=V-0" A15 Sections po boy Ills BARNSTABLENA 02630 608 276 7512 Rt.William Doe, Barnstable, MA, Map 317/043 EW 2X10 RAFTERS @ 16"O.C. EW ROOF SHINGLES UG EW ROOF SHEATHING OAM SPACER 30 BATT INSUL EW BEADBOARD CEILING REMOVE THIS BEAM ONCE NEW RIDGE BEAM INSTALLED EW SOFFIT VENT SECURE 1/2"OSB TO EXIST BAADBOARD° ONT 3"RIGID INSUL 1/2"EXT SHEATHING XISTING HEAVY TIMBER FRAME TO REMAIN EW 2X12 FRAMING @ 16"O.C. RYWALL CEILING 30 BATT INSUL EW STEEL BEAM ON NEW POSTS,SEE STRUCT DWGS XISTING BLOCK PIER ED AqC 4 q N0.3 m: n SOS,ON, MASS. Jy ��gETy Of MP`'SP� 3 u d AN Route 6A SQC UOn po bott 9I IS B,%RX8T—ABLC,NA—A 02630 508 275 7612 Barnstable, MA ----- A -------- A I � 1 1 1 1 I - 1 1 1 _ I R.O.4'-0'/2" 1'-0%" R.O.4'-0'/i'x 1'-0'/2" _ Oi I I _ - _ 1 Ch x B 7T.TO fLR ' AB TH 2 /'/ P i I�N ' / 1 O-- ' _ �' �Ny 1 - I O I - - ' , ----- ---------- --- f----------- ------------"------Y------- ca - ------ -_ -----------__- CLOSET 1 DVJN TO 15T FLR x CLOSET / ; SITTING AREA 1 - O N - O / 1 1 I 1 --tn --- --- ------- - -- - - ---__-_-_-_-_-_ ____ ___ - 1—+ ___ 1 __�_-_-__-_-__-__________' ----------------- -` / ED M 2 - % - SATING AREA o B O .,-,,. .., py' psQ�yC 1 X 00 1 C M ' 1 UP TO CEILING FAN I /r C C X I \It I \ I I C I 1 l+ 1 1 1 1 I I I I 1 1 1 1 I I 1 I I 11 1 O 1 I I 1 1 , • I I - i __________ ------------ __— L — — — — — — — ___________.�___---__---_I I - - R.O. 8'-0"x 3'-0'/z" R.O.Z-BY."x*'/L--—-— r'" R."-8'/e'x 4'-8Ya' I ELECTRICAL COUNT SYMBOL -•�--------- ' ceiling fen light 1 ® _ ' 1 l DECK i cenilght6inch 18 O . r I - eatedor light 03 4 0 cc hh A �Gu A M c nl,uet 1e outlet go 3 OT, smoke detector a No. Q y swhdl 5 7 q05 Q r 1ST FLOOR ELEC PLAN 2ND FLOOR ELEC PLAN �o ass• ay _ ; _ switch 3-y 10 A -------- A venhy bar light 02 , Q o o "FgETNOFM SAP well mounted_ z ,G smie:318"=♦♦1'-0" E Electrical f�UNE AL UU . G°\PC�[��f ooft o o ufldava �U�� 004-1 R 1. 6A Plans P©bCtt I BlaG;iNSTABLt E,H&02630 5006 275 7512 William Doe,Barnstable, MA, Map 317/043 I I i ADD 6X6 PT POST UNDER BEAM _ ADD 6X6 PT POST UNDER BEAM WITH 2X2 FOOTING WITH 2112 FOOTING - i i EXISTING POST TO REMAINI �! SCiJi.J+^�lc x rr y �t '�l,iJ�... F�\ � �9 � I� �•. �� �;�, �f fi k""� �.�a .�r �-r �`i � REPAIR AND REPLACE ANY DAMAGED OIISTS,JACK STRUCTURE TO LEVEL �d� �z� z x xnrh 1 NEW 8X8 POST UP TO RIDGE 0110 REPAIR AND REPLACE ANY DAMAGED JOISTS,JACK STRUCTURE TO LEVEL '' Z111 go, W6X76 Or , 'ssn� REP iR AND EPLAC ANY C MAGEI' JO TS,JA K STR TURE LEV - ADD 6X6 PT POST UNDER BEAM WITH 2X2 FOOTING ?X10P1 JOISTS16° � D FOUNDATION PLAN RED Aq (3)2X12 PT DROPPED / • ALI�� /� 1 ST FLR FRAMING PLAN 6X6 PT POST ON I(r SONOTUBE n O. 1 81 ® co / I WITH 24"BELL FOOTING,TYP. l./ '�. BQ.CJ-7QN, 10'-0" QG MASS. J� scale:318"=V-0° r p+ lFA TN OF MP55P S Framing I� NEAL M. 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WALL BELOW JOISTS I1�>., :.,,; „s.�-, .,... ., ..,..... r z :, .- �:...,. ,:,. ., ,..,. .. I ,.... , .. „�,�„ "i 5, �'✓,4 7. .,i;..e. 7„•, <,.. -.,,..... ,:a,. F � DOWN TO � �., : �"axi .a ., r; .t.,, <s„r,,,.... .. 3 ,.�� :-. „fl•�, ,Y Q`�:. PERIMETER BEAM I '., 2t.z,.: ':.,a; ;::# 1 ;<�' �✓ •,,y 1 ;�' �':, .,_z.8, she ;o WIN' ,•,..," r z•'t a 1 '.. . a:xy :.Sr _. ."..: .., 1 e'fi Y. '."' '�"�, ".+3' «. 'd2 _____ _______________________ , tl'- •° ; ._ ._ ?R rr. J iiiiJJJi ii __ _ ___________ ___ -i i7Si7�i7 -- --________ , � n+`� -,,c£q�'n .Y` �.pp.3u, $I f e,. �wr• Yt '+tt ................................ -.._....._.__..._....__.-.. . tl • K�'' �,re s sl,Y�r411�° ,t.'::' 2'"c., y o?•'.','.a''1�"'. '�2'it �''�,? ...��9,` 2ND FLR FRAMING PLAN ROOF FRAMING PLAN REO Aq� o eos. �0 MASS. Jy scale:31e°=i•-o• .i ° -.'LlyFq TN OF VA 2nd Floor UNEAL M. APChbacft o o ufldws 3OR Rt. 6AS2 & Roof � 3 rame Plan �'° '°tt I I IS�aaNSTaQLE9Q®g��o Boa���7�1� William Doe,Bamstable,MA, Map 317/043 1 ram_ i + r ' l3o�i3 ADD 2X2 FOOTING 6X6 PT POST UNDER BEAM / ADO 6X6 PT POST UNDER BEAMWITH • ' 0����� I�L� I WITH 2X2 FOOTING _ I � 5 Y: I I I I I I I I I I I I ' z rz-t v• I I I 1 ,C' '"` �"� ; I I I _ EXISTING POST TO REMAIN I .xi� {S I MINI q I 4" fia t ,k t REPAIR AND REPLACE ANY DAMAG x. "z .,,+s JOISTS,JACK STRUCTURE TO Le I I I I NEW 8X8 POST UP TO RIDGE ,, 7 �+ � 1/I I i,� � I xx _ - I I I I I q I I JOISTS,JACK STRUCTURE TO LEVEL REPAIR AND REPLACE ANV DAMAGED . . ---------------------- _ _ _ _______ REP IR AND REPLACI ANY MAGE " . JO;TS.JA;KSTRq,TURE;1OLEVE, i ADD 6X6 PT POST UNDER BEAM .WITH 2X2 FOOTING S - 10 P. OI iS 16' t C4ArG �Z• fL �II D K FOUNDATION PLAN (3)2X12 P.T.DROPPED. 1ST FLR FRAMING PLAN. .. BX6 PT POST-ON 10,SONO7UBE-- - V WITH 24'-6ELL FOOTING,TYP. scale.3/8=1-0 o g LONER° L, C G°QP6Gtl� Q6�� `o WHOP, �p 6/'1t _d' S ;Framin Rt... . S 1_ Plans p©bott 994F�3QGM4QDI� 9G�Q.(o6�® 0 '. � ��9:� Z� William Doe, Barnstable, MA, Map 317/043 _ . f 1� r .. - - f • •. a -/ • . S u 1n ADD NEW 6X6 POST UP ^ TO SUPPORT EXIST BEAM x a EXISTINGFEILD STONE FOUNDATION TO REMAIN'. .� REPOINT AND REPAIR AS NEC p `--------- - - �---------------- ------------------------------ ------------ ---- --------- a U 1 0 ; N Cl► -- -----' - E ----- - ----- --� F5 t" i ^1' OQ p� A NEW 6 POST UP TO SU NEW STL BEAM 71. EXISTING FOLD STONE p R.O. 5'-7" , FOUNDATION TO REMAIN REPOINT AND REPAIR AS NEC' ; 9'-5 11/32" 9'-6 15/32" ; 4'-113/a" 5'-8'/z" 10'-8'/a" ' EXISTING BLOCK PIER TO REMAIN -------------r �- -- ------ ' ----Y------- l------_ -- ---- �° •O� ... ' - - - EXTENT OF DECK m --- ---- A a:: 4" ia-o° Al Foundation �o� M. 6�0�����. . .p- Rt. 6A , la p®bon I I Is BARNSTi'ABdE,HA 0263®509 275 7512 R Krn William Doe;Barnstable,MA, Map 317/043 gxvbeo, t t t%( r 291_011 13'-2%" - 15'-9'/$N EXT LIGHTFIXTURE ON EITHER • - SIDE OF TRANSOM INDOWS 4 TILE SHOWER _ I 'FALSE'DUTCN DOOR - - - - - TOP HALF SWINGS OUT WITH WINDOW BEHIND ff SLIDING yOOR 1 I SIDE EXISTING LIDING BARN DOOR K 5. BATH OOM — 6L. ''77$7� CLOSET UNDER STAIR __ _____ �111 8'—(3 ' DB SLIING BARN DOOR M - TOWEL RACK � BUILT-I d B OKSHE E —— ————— BELOW WINDOW WASHER]DRYER 0' NEW RIGID INSUL I'.,= \ FARMERS TABLE ADDED TO EXT PLUS , ' a NEW SHEATHING AND ® LINEN —_ —'---- SHINGLES N 1 _UP _ INSTALL SEABOARD UP TO 5'LEVEL TO HIDE UTILITIES s M r _ FRIDGE ALL OF IST FLOOR O 1 r Q i I 1 Nti ------ r--- ------------- ----- - -- -------------- - --- - -------------------- - ---------- ------- 1 N SITTING AREA �1 I HARDWOOD _ 1 i PROVIDE NEW COLUMN UP I TO NEW RIDGE BEAM KITCHEN C HARDWOOD r I li 4'-63/4' i N BULLT-IN EXT LIGHT FDCIURES ASV _—__------_ - DBL TING WINDOWS _ —_—__ —_ O ' ----- -- ' - � r ' 11 10'-6'/2' :. . 611 0"x . 10'-0" _ V 'Seale:3B"=V-0. , c 1st Floor LION EAL� OOP . Aa c hftsds o o ugHdars . A2 o Rt. 6A Plan pu bam 9998 BAGS STABLE,MA 02630 508 275 7512 William Doe,Bamstable,MA Map 317/043 a a - " - PRODUCTCODE - SIZE HINGEDIRECTION REVERSED COUNT R.O.SIZE OPENING ID GRILLE - LIBRARY NAME' . .. - A41 4'-0'xYA1A': U NA 4- R.O.4'-0X"x 2'-0%' 1 Vas ManufaclmeAArrtleraenWOPAwning , ,- PTR4010 4'-0•x 1'-W N NA - 2 R.O.4!.OW x V-0W 3 Yes ManufacWmAAndersenWO(t.0 emenl Awrdng PicMe_Tra s,,Wallows ^ - TW2436 - YS%"x T8M." N NA 1 R.O.YiiX"x T-8W 6 Yes ManufecbureMmlemenW00-Till-Wash Double Hung I-e P3030 2'-1115116'x2'-1115116' ,N NA - 1 R.O.7.0%'x 3'-0%' a Yes ManuIacWmAAndanenW00-CeaemenLAwning Piitm_:r.naomWind— ' f - AX251 2'-MW x 2'.7W U NA 1 R.O.2'df/.'x YS• 9 No MenuracWreAAndarsenW00-Awning TW2646 Y-7%'x 4'S%' N NA 2 R.O.Yb%•x 4'SY.' 22 Yes ManutacboeAAndemenW00-Till-Wash Double Hung 1 - PTR3510-MODIFIED 7"-11%'x T.0* ' N NA 1 R-O.8'-0°x X-OW AM " Yea ManuFactumeAndamenVAIGCasement Awning Piclure_Trn Windows 103/4' 13'-11" pe 9 3'-3%11 71 - PRODUCTCODE -- SIZE LUNGE DIRECTION REVERSED COUNT - LIBRARY NAME_ _ R.0.9QE GRILLE 34XBO COLONIAL E 1-MODIFIED Y-10- L. YES 1 E t dor D-AColoniel - R.O.3'-1• No ' _ 48XBO SIFOLD DUTCH 2- 4'4' LR NO 2 Interior DoorlSiIod R.O.4'1Y' No ------- --'----, ------ - -------3---- t - ---- ----------- COLONIAL E 1 TS' R � NO .t Interior DooACobnlel R.O.1'S' No B '31/4•I - BATH 2 Q 1 11 rj 30X80 COLONIAL E 1 2'3' R NO 1 Interior DooAcw-k i R.O.2'-W No 4y1 28X80 COLONIAL POCKET 1 2'4' N NO 1 Interior DooAPocket R.O.4'4r No FWG6068R 5-11%' NN _ NO 1 ManuF`.m`V`n..8n1400-Frenchwcod Gilding Patio Doors R.O.6'A' Yes NEW TRAN�OM WINDOWS ABOVE I FWHK$IISASL-MODIFIED 7'AiM..' NLN YES 1 ManulacWrerlAndemenW00-Frenct—d Hirged Patio Doors R.0.8'-0' Y. M SLIDING GARAGE DOOR ' �� - a � ----------- ------- --- --- - ------ ;--------a-------- ------ ---- --- --- ----------- SITTING AREA - 1, HARDWOOD - O O m 1 NEW WOOD RAILWG EXIST BARNBOARD \ F- CATHEDRAL CEILING N NEW RIDGE BEAM ABOVE O 1� M i NEW POSTS CONTINUE UP r N i TO SUPPORT RIDGE BEAM ____________ ___ a -1 __ _ __ ______ ___________ _______________1 (� 1 CV --� --- -- SKYUGMTSABOVE ON--- -I FA LIG RR ROOF ONLY 3KVH7S ABOVE ON - ' 1 2t•X 54• REAR ROOF ONLY N BEDROOM 2 2rxfia O HARDWOOD BEDROOM 1 T n i HARDWOOD r I I C OPEN O BELOW C L I I I I r t t 1 , ' LOW HEAD CLEARANCE i LOW HEAD CLEARANCE - -' n k _______________ _____`_____________________ ----------------------_�-, •, 4 ♦.� [� coSn P6 1010 .. " state:318"=1UNEAL '-O"` 2nd Floor 1. v A3 Plan pw Lett 1%CARNSTABLIE,ff A 02630 608 275 7512 William Doe,Barnstable,MA,Map 317/043 1