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0236 SMOKE VALLEY ROAD
VaUletlq k i Lk r t 8 3� j r. k I 1 a f { ry II 'S u r t 5 � 1 iL 0 gar Town of Barnstable Building r Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept a. t6;p. QS' Posted Until Final,Inspection Has Been Made. Permit ° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made._ Permit No. B-19-3689 Applicant Name: Gary Souza Approvals Date Issued: 12/13/2019 Current Use: Structure Permit Type: Building-Addition/Alteration- Residential Expiration Date: 06/13/2020 Foundation: Location: 236 SMOKE VALLEY ROAD, MARSTONS MILLS Map/Lot: 097-003 Zoning District: RF Sheathing: Owner on Record: STANIAR,G WADE& MARY C Contractor Name: ROGERS AND MARNEY INC. Framing: 1 Address: ATTN: NORMAN MENIZ Contractor License: 164688 2 BOSTON, MA 02109-1466 Est. Project Cost: $ 175,000.00 Chimney: Description: Second floor additions and remodeling as per plans submitted. Permit Fee: $942.50 f Insulation: Project Review Req: Fee Paid.; $942.50 Date: 12/13/2019 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after`issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. 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 Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection L��l 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: - 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT V 5 TOW N`(yF�4RNS N \ SF � .X\An .. oa E 9 of. ��/,. f , \0 /.--•-- Salt Marsh \\ ` a" AL \ AL �\ AE(EL12) I F 1 r.d9eo 'cottager 1 FF-MA _ \•.\ t l so f you\ \ X sh 1 / JIL / X lee 2 StyDwell #236 ESE I I Resource Line Flogged \ t Sty❑w/r I Q e i os n ,111� by ENSR APRI03 \ \ corage �5�t� �Illc Salt Marsh �.. •�,.——• N59'51 10 E 365 tRo ' h�J ��° A \ bin A eroN/F AL PE�E�12) e- c1942?S y�n9 Trust Zj`�L I I i New Pool ZONE: — RF � X AL �s8•. / /. � 2 Area (min.) 43,567E.SF (87,120 RPOD) / Fronto e (min) 150' / N Width min) — 1 / � Setbacks: New/Concrete aL Front 30' l� -, . Foundation Side 15' FLOOD ZONE �': Rear 15' � � � TOF E1=13.0'(NAVD 1988) � Zone AE(EL 12) & X FIRM Map # 25001CO544J A' July. 16, 2014 Lot 37 N o � N w � / AS?.92E Acres (Total) � ti OVERLAY DISTRICT: ; ; , 3.95E Acres (Upland) AP Aquifer Protection District G / co Easement / GP — Groundwater Protection District / / / =56.29' I AL ,plc R=141;38' \ o / 843 of ASSESSORS REF.: 1L Map 97, Parcel 003 ° Nsa O� 54'456E� �I certify that the new foundation, rut♦ shown hereon conforms to the setback requirements of the PLAN OF NEW GARAGE & POOL R. Zoning Bylaws of the town .. :a_ . �GN vReuX « o f Barns tsb l e. _ -— — - - ----At 236 S'rtoke-Valley;4d-- - s BARNSTABLE, �3r (Osterville) MASS. DATE: 18IFEB115 SCALE: 1"-120' 1.)' The structures shown were located on the ground 0 60 120 240FEET by conventional survey methods on (or between) 281JAN103 & 17/FEB/15. PREPARED FOR: 2.) The property information shown hereon was' G. Wade Staniar compiled from available record information and P.O. BOX 712 does not represent an actual on the ground survey. Concord, Ma. 01742 3.) This plan is not for recording and is not PREPARED 6Y: to be used for construction layout or deed CapeSury description purposes. 23 West Bay Rd, Suite G Osterville MA 02655 DWG #: C280_2g1 CPP2 FIELD BY. WHK/MDH/KAR (508) 4-20-3994 / 420-3995f6x _ spy N j I W E VA A.MBfl6l0F waw,w.ceovn I A --- w/4Dwlfalf fpRTHN ' P.T.]a fa®M.n i001w°l Taa4p[IGx°gM° S IG.Ti)M IQ@°IR.LLBW.T Fwrn]aers • --- ------------------ P.T.a.nO<ec I __ ____________ ____ __________ I reru��.smc � �.. I � °T°eau°cen• I I, rz].],m]°n°°wmi..nna�Tmro 5 I I 801p moceko�.m�]e DECK DETAIL I L r a.�s°rEr I _r J j om]1Pa� R°0M0om�m GA �E =AI wnvwuw I I r_— aw'w°vw� I w]inmTam]aRex�re J -��_-I Mv'r®ioerm.wr] I I e,mm+waaua I I I L I I �i Doan vTwu,. a . -4 i TOP VIEW END VIEW ------------- ------- ----- - =--- =-� i STEEL BEAM/POST DETAIL ------------------------ -- -------------- SCALE:1/2'=11-0' Erna u am a - (:FOUNDATION_P--L-ANJ m m 0 .[Iff/dl STNIC141°0.TB�tY•m NNc bea rsriaimr,wr¢e fBTRDI 02 C'V FB01YID0 OOMS.Iq�Y°f F..W — IEVIM IEA°ER S ® ® ® ® ® 0 Q ti Tm —' N•TRK y }P.T.]t.6YLWIBCNHiF .a.w'�im�mo�•:vs.rr��rw�w�a T' ANCHOR BOLT DETAIL �j BY EIGN.LLC NEW GARAGE FOR: SCALE: oRA�"�"°.' ®�®43COTUIT A BREWSTER RDOADS 1/4'=1'-O MASHPEE MA. 02649 STANIAR RESIDENCE DATE: PH.�508�2'l41186 236 SMOKE VALLEY ROAD OSTERVILLE,•MA 12/15/2014 FAX 50d 539-9402 ate_ I - � :r r O --i C� O �•7 S•. N ` NOTES: 3�, I I CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS W E, - S DIMENSIONS IN THE FIELD 2.)CONTRACTOR TO VERIFY ALL INTERIOR S EXTERIOR MATERIALS, DETAILS.9 FINISHES IN THE FIELD WITH OWNER A S.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT as A FIRST FLOOR TO BE V4r ABOVE SUBFLOOR S 1sa 4.)ALL CONSTRUCTION TO CONFORM TO 780 CMR MAS8ACHUSETTS OF "OV° STATE BUILDING CODE,9TH EDITION AMENDEMENT 61RC2009 11O MPH EXPOSURE C WIND ZONE I I i t 11 1 1 1 1 1 1 1 1 w e.l ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLV, B I I g I 0 I I 1 1 1 1 1 1 1 1 1 OR HORIZONTALLY W/BLOCKING AT EDGES,T EDGE/17 FIELD NAILING T-)ALL LVL LUMBERIBEAMS TO BE ISo LINO LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY SULLIVAN ENGINEERING FOR ALL BATH e°Ulor ` PROPOSED S EXISTING DETAILS 0.) FOLLOW ALL MANUFACTURERS SPECIFICATIONS FOR INSTALLATION OF ALLSIMPSONOOMPONENTS n %)ALL CONCRETE USED FOR FOUNDATION WAIIS,FOOTINGS&SLABS TO BE 3000 PSI e n 11.)VERIFY ALL PLUMBING 6 ELECTRICAL DETAILS W/OWNERS ON THE SITE GARAGE O DURING FRAMING CONSTRUCTION vooxc nAx 12.)TIMBER FRAMING TO BE SPRUCEIPINE/FR NO.2 GRADE rae.r�i..1°w 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED F r r S-I-)--.-.- 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"C" 6 WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF uot`ri�e wm I I I I I ''d MASSACHUSETTS WIND SPEED MAPS s meuu yy °� __________.mmeetm�•r.eos LLl_iJ - R t6.)VERIFGLAZING ALL WIND nBORNE DEBRIS ROTEON PER 780 CMIR I2.12 CTIONTO BE IMPACT REQUIREMFMS GLAZING -- - —�- q W/OWNERS PRIOR TO START OF CONSTRUCTION HALL L 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS IL VERIFY ALL DETAILS WITH THE INSULATION 2 O INSTALADERS TO BE 3-2 x °s 17JALL HEADERS TO 8E 3-2 x Bb UNLESS OTHERWISE NOTED 18.)SEE ALL STRUCTURAL DETAILS PROVIDED BY MICHELLE CUDILO,P.E. 4 FOR ALL STEEL BEAM 6 FRAMING INFORMATION A t g FOYER e ` WINDOW SCHEDULE TYP MANUFACTURER'S UNIT ROUGH OPENING REMARKS eAnxm� A , A PELI.A ARCHITECT 9ERIE33759 T-1 3/4-x4'-11 3/4" DOUBLEHUNG B PELLA ARCHITECT SERIES 2323 1'-11 V4*xl'-11 3W AWNING 1s sr C PELLA ARCHITECT SERIES 3317 7-113W x V-6314• TRANSOM - D _PELLA ARCHITECT SERIES 2047 2'.5 3/4"x3'-11 3/4• DOUBLEHUNG E PELLA ARCHITECT SERIES 3757 3'-1 8/4•x4%9 3/4' DOUBLEHUNG FIRSTFLOOR7PLANJ F PELLA ARCHITECT SERIES 2953 7S 3140 x 44'-53/4" DOUBLEHUNG � - ®SMOKE DETECTOR IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION (IDH HEAT D Q EAT DETECTOR MONOXIDE DETECTOR TABLE 402.1.1 MINIMUM PRESCRIPTIVE INSULATION 6 FENESTRATION REQUIREMENTS) - Fri+EmHArxN exnuR cEew w�cau�nwua aom erspvnxwu,¢.cmlruu auriaw�w UiA4'10A LLiALipl M'N!C 0. Nle RYAYE xYAWB VAIN[ 1aPFr.o¢rl NOTES: T-ITVllDES ARE MWMUMD E LWACTORSME MAXM"S. 2.IGM3 MEANS R-13 COMINUOU8 INSULATED SKEATHING ON THE 04MMOR OR EXTERIOR OF THE HOME OR R"13 CAV"INSULATION AT THE INTERIOR OF THE eASEAEM WALL 3.REFER TO IECC 2012 CINPTER 4 FOR ALL INSULATION B ENERGY REQUIREMENTS ' ®Q®COTUIT BAY DESIGN.LLC NEW GARAGE FOR: SCALE: DRAWING NO.: 43 BREWSTER ROAD 1/4'=1'-O" MASHPE))E,MA. 02649 STANIAR RESIDENCE p FAX((509)53�9402 m DATE: /-� 236 SMOKE VALLEY ROAD OSTERVILLE, MA 12/15/2014 r �J y i NO rT � f na w E r8 P8 P+• + 4 iEuwen.az DECK m ' ian+.®wmo F oaaR Coure� ®O BATH E I o.meerm I '�• O 4 vauLma6 -J ,aa eu x UN. s 4 BED R 11 e cabinetry rer� • I I � I I L�J I I I $ 8 NAILING SCHEDULE 0 MPH EXPOSURE C WIND ZONE 0 o JOINT DESCWPNON NO.OF COMMON NAILS NO.OF SOX NAILS NAIL SPACING xoor nuvnn, ra aoNm rownm(eaxucPl sma s+m ero+um �uraw+ma: r{ iwvureP.ran-nnecioxsr�x.ainl ._—__— _ __ nrmona m+uromaor�xaLF� W m N,u]iro1G.oER F�m MtID1 im a mNDxa Fn® �+mooa+Ex) tauEooawenl umroeu,roaiure aammEn OoeiwEml _—. s+m auxamarow.m+sPoexaEP, see s+a E.a Ew m owaanoroaxEaxiwiurelroexuEn s+m EKa aLOG+ umEnsmwtoacwoa Pwomliirex� s+m aim i161J01Sf aQer awlenaEnroauu POExiaEo, sa. s+a PFAXEa! euiauisiro�rwox.Em, s+m womerroauoarovvurertaoms.ma >+m vm wor SECOND ELOOR PLAN ��� -- --x au+Ewaann®arieeowro+rm m rcoosarm . _ ximmaoxmus<owxdooum+ro. im .•E.F�•I— . niM1EExavuLLMlP�girNa TRBBwu O.SMaIU +m rEPOElriE1D - xaWULM�OxIIAx0 im59 m la rFWGrIOD MPamCfUY1 OImOG6AP a.9+C ExawiilrN@OP mY@naaa N�oiUuimOom m rEOW+•i[lD EanlomeAnWR 'mvmiu wweovm mooar�a — rEwenrisu wnum+Ermvn^ +wm mmcomw ivsu V.mwml moos aveEo w.oW>s m +m Encm+ ii3D vra LvrgemeawpwerP m — iEoaEriiE+o +rrmseuuwwmvm mcarEro rEnoinrren iww axurau wommmnunuvwaaPEvwoom —. _'. . �u�morca m +m Enoilnil9D 1FA mwrnoowix +m iEocss Finn SCALE: D WINO NO.: ®Q®corulT BAY DESIGN,LLC NEW GARAGE FOR: SCALE:o� 43BREWSTERROAD STANIAR RESIDENCE _ /� NIASHPEE,MA. 02649 ����� DATE: /� 236 SMOKE VALLEY ROAD OSTERVILLE, MA 12/1!0014 t l' O 6 U 3a* y `a a o 3 rn I `BIKE Town of Barnstable RARNSTABLE. • Regulatory Services 7 MASS. b! 039. Building Division prfD MAC� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection oc 236 Silc � lin Location � 1p"Ll.�ti �( Permit Number Owner 5'T�4-�J/s9� Builder One notice to remain on job site,one notice on file in Building Department. I The following items need correcting: // ��9Lcs °�iCJ /7z' &46 fit f 3 //U(s Y �It 0)v de- Z-lAi<s //v /94 -//. 2 /A 141ti7W/N RE �N C~'/ C���'13G E C�'V ��OGK//U� '//l9/u&F— AJ OA)A 4-v"C' AZ-A iU A A"V X) qti,6 (2®d2r D33 Please call: 508-862-4,9--M for re-ins ection. Inspected by Date a Parcel Detail Page 1 of 12 yf �� O I� SF a B,1FL�5'i•1131-1:. Logged In As: Pa I'CeI Detail I I Monday,November 23 2015 Parcel Lookup Parcel Info Parcel ID 1097-003 ( Developer Lot LOT 37 �I Location 1236 SMOKE VALLEY Rd Pri Frontage 393 Sec Road F I Sec Frontage village IMARSTONS MILLS ( Fire District GO-MM �I' Town sewer exists at this address jNO �I Road Index 1499 ,... . .I R Asbuilt Septic Scan: 097003_1 Interactive Map . ' Owner Info Owner SSTANIAR,G WADE&M.I owner C/O HEMENWAY&BAF) Streets ATTN: NORMAN MENIZI Streetz 60 STATE STREET I city BOSTON I state MA I Zip 02109 I country C Land Info ......._................................................,........._........_"_._................_...._.........................................................._......_..._...............__.........................................................._......._...__._.................._...._......._..........__.._._........._._......_...._......_.......................................................:........._........................................................ Acres 19.92I use Multi HSes MDL-01 ( Zoning IRF I Nghbd,01 21 Topography I el � I Road(Paved Utilities(Public Water,Gas,Septicl Location IWaterfront,Excel View,Rrl -w Construction Info Building 1 of 2` Year 1979 ( Roof Gable/Hi Ext Cla board Built Struct I p I wall p Living�' "'�"""��""` Roof A Area 13331 cover IWood Shingle J Type§Central 13 #� Style Ca a Code Int D�all Bea 5 B Bedrooms p Wall Rooms ", 14 . r Model(Residential I Int CarpetBath3Full-1 HalfI rFloor. Rooms f "` Heat Total 's Grade PAverage Plus I Type Hot Air � ,�I RoomsHeat Stories 11.4 Fuel GaS F anon[Mixed Goss 10330 Area Building 2 of 2` Year t1980 Roof Gable/Him Ext Wood Shin le Built Struct p J Wall 0 g� Living 1092 I RoofWood Shingle MI Ac Central Area Cover Type style Colonial I wali Plastered "( Rooms.3 Bedrooms J Model Residential `I FI or Hardwood I R oms -1 Half Heat Grade Total ,rcustom Type Hot Air I Rooms 5 hitp:His§412/intranet/propdata/ParcelDetail.aspx?ID=5259 = 11/23/2015 Parcgl Detail Page 2 of 12 stories 2 Stories ",eat, Gas �)F acion Poured Conc. Gross 2584 I Area .—..........................................................._.._....__......__,......._..._.............................................. � Permit History Issue Date Purpose Permit# Amount Insp Date. Comments NEW BARN W/ 1/2 BATH 6/24/2015 ON 1ST FLOOR, FULL 1/22/2015 Detached Garage 201408834 $210,000 12:00:00 BATH & BEDROOM ON AM 2N D FLOOR, RINSE STATION, BALCONY AND WOOD STORAGE INSTALLATION OF INGROUND 22'X45' 6/24/2015 GRANITE POOL WITH 10/8/2014 Swimming Pool 201406606 $140,000 12:00:00 AUTO SAFETY COVER & AM SALT WATER SANITIZATION SYSTEM 4' FENCE PER 11/9/2006 12/27/2005 Detached Garage 89298 $75,000 12:00:00 AM 11/9/2006 9/26/2005 Dwelling 87099 $250,000 12:00:00 DEMO DWLG AM 4/4/2006 3/24/2005 Finish Basement 82932 $34,944 12:00:00 AM 1/15/1981 10/1/1979 Out Building B21755 $0 12:00:00 OS BT/HOU AM - Visit History Date Who Purpose 7/16/2015 12:00:00 AM Susan Ricci CALL BACK 4/3/2015 12:00:00 AM Jeff Rudziak Cycl Insp Comp 3/16/2015 12:00:00 AM Anne Leonelli Change of Address 6/10/2008 12:00:00 AM Nancy Finch In Office Review 6/8/2007 12:00:00 AM John Greene New Construction 11/9/2006 12:00:00 AM Martin Flynn Bldg Permit Completed 4/4/2006 12:00:00 AM Martin Flynn Bldg Permit Completed 3/29/2006 12:00:00 AM Paul Talbot Meas/Est 3/2/2006 12:00:00 AM Martin Flynn CALL BACK 4/12/2005 12:00:00 AM Gary Brennan Meas/Est 3/3/2005 12:00:00 AM Gary Brennan Cycl Insp Comp r 6/8/2001 12:00:00 AM Paul Talbot Meas/Listed-Interior Access http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=5259 11/23/2015 Parcel Detail Page 3 of 12 Sales History Line Sale Date Owner Book/Page Sale Price 1 12/17/2004 STANIAR, G WADE & MARY C C175372 $3,775,000 2 12/28/2001 SCOVILLE, ROGER D TR C163831 $1 3 7/30/1997 BURNES, RUTH C C145298 $0 4 10/15/1991 BURNES, RICHARD M C124652 $100 5 1/15/1991 BURNES, RICHARD M C122483 $1 6 5/15/1979 BURNES, RICHARD M C78128 $0 Assessment His tory Save Building Total Parcel # Year Value XF Value OB Value Land Value Value 1 2015 $366,300 $100,400 $165,700 $2,411,200 $3,043,600 2 2014 $366,300 $100,400 $171,400 $2,411,200 $3,049,300 3 2013 $366,300 $100,400 $177,000 $2,411,200 $3,054,900 4 2012 $374,400 $94,500 $179,700 $2,760,200 $3,408,800 5 2011 $432,900 $37,100 $180,600 $2,760,200 $3,410,800 6 2010 $432,900 $36,400 $250,200 $2,760,200 $3,479,700 7 2009 $508,300 $40,500 $273,800 $2,959,300 $3,781,900 8 2008 $858,400 $37,900 $223,000 $3,082,200 $4,201,500 10 2007 $768,000 $16,800 $219,000 $3,082,200 $4,086,000 11 2006 $825,500 $10,200 $81,800 $2,760,800 $3,678,300 12 2005 $762,400 $10,300 $391,900 $2,133,100 $3,297,700 13 2004 $676,800 $10,300 $397,000 $1,440,600 $2,524,700 14 2003 $508,700 $10,300 $34,200 $1,739,000 $2,292,200 15 2002 $508,700 $10,300 $34,200 $1,739,000 $2,292,200 16 2001 $494,100 $10,100 $34,200 $1,739,000 $2,277,400 17 2000 $461,800 $9,500 $35,500 $1,125,500 $1,632,300 18 1999 $461,800 $9,500 $35,500 $1,125,600 $1,632,400 19 1998 $461,800 $10,400 $35,500 $1,114,600 $1,622,300 20 1997 $449,500 $0 $0 $1,107,600 $1,607,200 21 1996 $449,500 $0 $0 $1,107,600 $1,607,200 22 1995 $449,500 $0 $0 $1,107,600 $1,607,200 23 1994 $388,000 $0 $0 $997,300 $1,429,700 24 1993 $388,000 $0 $0 $1,022,100 $1,454,500 25 1992 $441,400 $0 $0 $1,107,600 $1,599,400 26 1991 $476,400 $0 $0 $1,843,200 $2,384,100 27 1990 $476,400 $0 $0 $1,843,200 $2,384,100 28 1989 $476,400 $0 $0 $1,843,200 $2,384,100 29 1988 $397,400 $0 $0 $773,200 $1,224,600 30 1987 $397,400 $0 $0 $1,418,100 $1,869,500 31 1986 $397,400 $0 $0 $1,418,100 $1,869,500 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=5259 11/23/2015 ,•� i t� tea+,-•� �' �t g .�'"/ I ram,,,i''�;-`•,1 �`' ,�> •,� s'",t,r o r f 1'7 t§` x-. _�� i �.11 `.�ti Pi Ai I Yr ¢• !' �1`f, ;K� Y.S7bi ��t 2!r t i Ht RR y' lIN3R008 • t j � .I -.V S �tr;.� ry 1 � r � '�� � �f X�,i: -s•sit rK t og�r A Mr¢�r{afr� %^�� !''' + V �:,,.w t2'`•' "s.: �� ��, e���«y� tY p�$4� y �e$tli�' �•:�t �� ,s,Rr. 51 sl c rEr, z�E& :n Rif oil 09 r `� ♦� � r� 1� y�/ F � t t: F x 4 /:y h 4 v • • • ••. • 1 I Parcel Detail Page of 12 ' 1 i ��.,t@� �`•z3°�Y .b'y,,ter ' i ii J a ---a'r '3 X ]4 .r�.�� f f� ! stir•1 .fly 34 111 Un►�� tiw f 719rn0e � y; Jl } It S 'n r4s � ;fie iL'< 1Fr.'' ��.<4 �t�� �s y � ��`";.f ���f r'✓� 1 � r • - 1 'st xi IL t I ' JT s.` ✓ ""., t .... a ,` ..ems �.Ktesx t. i t 11119.?Dm I - [j k �q6 •5 � �.J ig 1 � i 1�,� ��i". 1�♦ �P� �1 __ IRxiii l� - ! . « *' t '•+. �3 __i 4 .11; ,,,, �'Lc .r ey+,�� "'�.�• 0f!t�ysllc-"+�r`a�L��\ ��-'u l��y2 ;f r ,3�•s` t.`+f �X ::rf.�Rt><_. g., =w� E .i•� �°�� .t �Ve.� _-y'a..+t,%^r �'k.�. •.}"�` @:°7p ilf rti S��- _�`.%�' �-�---y..^� • SIt R R �. .`.tea. � }•�+,j �� .•, � . lit �£ 141 ' p}, •'ei..tll'p _. ...! �..J �; Y." ice? +r " -� •�fi . 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M Zoning Bylaws of town L'HEUREUX . of Barnstable. At 236 Smoke Valley Rd NO, 3431 BARNSTABLE r (Osterville) NOT MASS. 1.) The structures shown were located on the ground DATE: 18IFEB115 SCALE: 1"=120' 0 60 120 240 FEET by conventional survey methods on (or between) 28/JAN/03 .& 17/FEB/15. PREPARED FOR: 2.) The property information shown hereon was G. Wade Staniar compiled from available record information and P.O. BOX 712 does not represent an actual on the ground survey. Concord, Ma. 01742 3.) This plan is not for recording and is not PREPARED BY: CapeSury to be used for construction layout or deed description purposes. 23 West Bay Rd, Suite G Osterville MA 02655 DWG #: C280_2gl CPP2 FIELD BY. WHK/MDH/KAR (508) 420-3994 / 420-3995fox -I � o TOWN OF BARNSTABLE Building Department - Foundation Permit Date / j o / f Permit # .2 IN voeav of d Name STRNlAA /-404ER6 4AkAKmeV Location y36 5W-ekE 0.41cEy �� ANA Insp. of Bldgs. 0 f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 9 Parcel 003 Application # Health Division Date Issued 2 Conservation Division Q)c S� ���� Application.Fee Planning Dept. Permit Fee 4P IQ-1 J , &D Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address Z 3 G I-c10-y Village Owner LA12-3A Address 5,"0,4f_fy v.04t—r2y Telephone .Slug Permit Request -i t�,j )�"JL-L fq -VT 19 -f- /3 f,5- SA Lr3..,en �3 w , �.¢. Square feet: floor: existing_ 6 proposed 1-6 2nd floor: existing proposed ;%a Total new i 2a Zoning District /Zr2s'01-"TVL Flood Plain Groundwater Overlay Project Valuation Construction Type �y Lot Size ?. fA Ae-z-f-s Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family WL Two Family ❑ Multi-Family (# units) Age of Existing Structure d Historic House: ❑Yes &,No On Old King's Highway: ❑Yes 1�qNo Basement Type: ❑ Full ❑ Crawl ❑Walkout GKOther �s 4_43 Basement Finished Area (sq.ft.) Z) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing a new ` Half: existing e_> new Number of Bedrooms: b existing /new Total Room Count (not including baths): existing & new z. First Floor Room Count Heat Type and Fuel: &(Gas ❑Oil ❑ Electric ❑ Other Central Air: "Yes ❑ No Fireplaces: Existing o New 2 Existing wood/664I stove: 0 YesANo Detached garage:&(existing ❑ new size Pool: existing ❑ new size _ Barn: ❑ i ting ❑ new ze_ Attached garage: ❑existing ❑ new size _Shed: existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ a ; Commercial ❑Yes 1W(No If yes, site plan review # r rn Current Use /ZeS Proposed Use 4Pr s o APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - - Name C fzti So J ul Telephone Number 5_0S- y� — G/06 Address y�iS_ w /3/9/2N�'�9�jL� �� License # G s - / oa7S9 D S: �z v��c.��_ �+ �a�t s� Home Improvement Contractor# 6 191 Worker's Compensation # U G- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO '✓U 2� lL/�S�%v ST.St��. SIGNATURE DATE M- «9 -14 1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED j1 � MAP/PARCEL N0. s .. s ADDRESS VILLAGE OWNER DATE OF INSPECTION: .y Jy � FOUNDATION f FRAME /3fg� a��A-XA-- t 5 INSULATION P;105 fig- 1oq� `Q- � FIREPLACE d cw/h. /(P-z 6 sS' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL I, C _ FINAL BUILDING s3i 16Rrit, �Fire � t IFY DATE CLOSED.OUT '; ASSOCIATION-PLAN,NO- �l Town of Barnstable Regulatory Services BARNSUMAMAS& _ Thomas F. Geiler,Director Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 PLAN REVIEW 2 0 q ©t&3 Owner: T&AJ 1 Ar Iq- Map/Parcel: Oc? 7 00-3 Project Address 236 SmdkE Mkt yA,!fit Xk Builder: e Z-aws fo A tc� The following items were noted on reviewing: �RE/oGI�E ou .2 A -o o /'LL[cs t �� of Ac, 4,ber5 1N4 c k b I Aa- /ECG R '�02•��. 2 Reviewed by: Date: Q:Forms:Plnrvw r a i G� 27re C'ommoyrnwalih ofMassachuseffs Departmertt of Industnd Accidents - Office ofinvest400ns 600 Washington Street Boston,MA 02M wrl.'m ynass:golrldia Workers' Compensation Insurance Affidavit:Builders/ContractorsMectricianMumbers Apy l cant Information Please Pant Legibly Dame 0k6wasl0iganizalion&dMdmI): 12-06,1 iz.A �/� �/�4�Z•J�� �-`�L. Address: "S 6-0 5--3`3 L L J zz -9/0 City/State/Zip: os z. Phone 4 50 8 Are you an employer?Check the appropriate box.: Type,of project(required): I_❑ I am a employer with 4_ a general contractor and I 6-,nNew 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- ❑Remodeling slip anal have no employees These sob-contractors have g- ❑Demolition working for me in any capacity_ employees and have wor9cers' 9_ ❑Building addition [IVo workers' comp_incnranre Comp_insuranceI requtred-] 5_❑ We are a corporation and its 10_❑Electrical repairs or additions 3_❑ I am a h,omeourner doing all work of have exercised their I I_❑Plumbing repairs or additions myself. [No workers•comp right of e2zemption per MGL l2_.❑Roof repairs insurance required_]F c_1.52, §1(4} and we have no employees_[No 13_❑other comp-msatancE required.-} *Any applicant that checks boa-1 must also fal out the section below shooing then wo$rers'coropeasation policy infaFinatiam- T Homeowners e;ho submit this affiddavn m cst ng they are doing an wcx k and Brea hire osuide contractors most submit a new affidivit mdir-such tCantractors that check this box mast attached an additional sheet showi ag the name of the and state whether ornot these endEies have employees_ Ifthe suit-coutrsdars hare employees,they nm, pmvide their workers'comp.policy number_ I am an employer That is prmtidirrg ivorkers'compeumffon insurance for my employees. Beloty is the policy and job site info rtrratzon. Insurance Company Name: No iZ�/�c.c�ra>D /z5/��,3 i4 V(� j---Ik S Policy 4 or Self-ins-Lim# C G /6 3 5i G X I �/6`jj-7 r'LSZ��tion Date: i A ��5 Job Site Address: Z3 (, s M a K.� l/4 t. ' City/State/Zip: b STD rL r>�c c Attach a copy of the workers'compensation policy declaration page-(showing the policy number and expiration date). Failure to sedge coverage as requireduuder 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 up 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 mmwance coverage verification_ I do hereby c under thspain aitd a aides of " ty that the information pratdded abmra is hue and correct✓ Sianattge: Date: G l Phone ©licial use only. Da not write in this area,to be completed by city or town official- City or Town: PmwdtUcense If ._ nin Authority(circle one): 1.Board of Health 2.Budding Department 3.Cityfl'own Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant-to this statute, an ernployee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written" An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states th2t"every state or IocaI licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required.- Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants — Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance_ If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit 'llne a,�adavit should be retumed to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtaL--i a workers' compensation policy,please call the Depa_*trnent at the number listed below. Self-insured companies should enter their self-i surance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which-v U be used as a reference number. In addition-an applicant that must submit multiple permitJhmnse applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations In (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give.us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of kvestlgafiom 600 Washingtan Street B ostou,MA 02111 Tel.A 617-727-49GO ext406 or 1-977-MASWE Revised 4-2407 Fax 9 617-727-7749 www.raass-gav/dia RO GERS&MARNEY,INc. BUILDERS List of Subcontractors performing work at 236 Smoke Valley Road, Osterville MA Joyce Landscape.- (WC# 59B6S60UB-5B91624-9-14) Expires 4/7/15 Bay Colony Concrete Forms, Inc. —Foundation (WC# WC0002466) Expires 3/31/15 JD Custom Builders- Framing (WC 2001w7511) Expires 9/17/15 David Cox, Inc.—Roofing& Siding(WC#UB910X7422-14) Expires 7/16/15 ` Lafluer Electric Co. (WC# WCA9097899) Expires 7/9/15 Spencer Hallet Plumbing, Inc. (WC# BINDER355375) Expires 2/22/15 South Shore Heating & Cooling, Inc. (WC 094184522 MA) Expires 7/1/15 Colony Insulation, Inc. (WC#UB-513739068-12) Expires 08/18/15 Blueboard Specialist(WC#UB-0194N848-14) Expires 3/3/15 Andrew Powers Painting, Inc. (WC# 6005208012013) Expires 2/8/15 Pride Flooring, Inc. (WC#UB-6B033174-14) 6/15/15 i Building Quality Homes Since 1968 • rogersandmarneybuilders.com Post Office Box 310, Ostcrville,MA 02655 • tel 508.428.6106 9 fax 508.420.3550 9 email gjs®rogers@marneybuilders.com xightfax C 3-z I/U/'L01t b :06:;36 AM PAUE zi ooz Fax Server DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE rTTO�R' IFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. IS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements. PRODUCER CONTACT NAME: ROGERS&GRAY AGCY INC PHONE FAX 434 RTE 134 (A/C,No,Ext): (A/C,No): E-MAIL SOUTH DENNIS,MA 02660 ADDRESS: 727HW INSURER(S)AFFORDING COVERAGE NAIC K INSURED INSURER A: HART'FORD UNDERWRITERS INSURANCE COMPANY ROGERS&MARNEY INC INSURER B: INSURER C: INSURER D: P 0 BOX 310 INSURER E: OSTERVIL.LE,MA 02655 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 PAm CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MM\DD\YYYY) (MIADMYYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ P�COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE OCCUR. 5REMISES(Ea occurrence) ED EXP(Any one person) $ GEN'L AGGREGATE LIMIT APPLIES PER: ERSONAL&ADV INJURY $ ENERALAGGREGATE $ POLICY PROJECT❑LOC RODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINEDSINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND X I WC STATUTORY I OTHER EMPLOYER'S LIABILITY Y/N UB-4977P252-15 01/01/2015 01/01/2016 LIMITS ANY PROPERITORl EXCLUDED?R/EXECUTIVE OFFICER/MEMBER EXCLUD N❑ WA E.L.EACH ACCIDENT $ 500.000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 II yes,desalbe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTTFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 230 MAIN ST BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIOIyb'.--; AUTHORIZED REPRESENTATIVE HYANNIS,MA 02601 r ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORPO 7'lll Ail ghts reserved. 12/05/2014 16:34 N0.501 D01 Town of Barnstable Regulatory Services Rlobard V.Seal6.lnterim Dlreetor Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, flyannis,MA 02601 www.town.b8rn0able rna.us Office: 508-862.4038 Fax: 50&790-6230 Property Owner Must Complete and Sign This Section If Using A Builder i Owner of the subject property herebyauthorim Rogers and Marney/ Builders to act on my behalf, in nil matters relative to work authorized by this building permit application for. ) �1�Q 01 _V . � I - (Address of Job) b L Signarurc of Owncr o ate CV &I 4 N 'AA Print Name If Property Owner Is applying for permit,please complete the Homeowners Licnrse£xemptlon Form ou the reverse side. I : z-'•• nag � : _ . ---- — _..... .._. . _ — _.__, _._ 99Z Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 164688 Type: Private Corporation Expiration: 10/30/2015 Trio 244188 ROGERS AND MARNEY, INC. 'GARY SOUZA P.O. BOX 310 OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. Address ❑ Renewal C Employment Lost Card.SCA 1.0 20M-W1I Offee of Consumer Affairs&Busidess Regulation License or registration valid for individul use only ;:. ...:.._ f UMPROVEMENT CONTRACTOR before the expiration date. If found return to: �gistratlon: 16g6ge Type: Office of Consumer Affairs and Business Regulation 'k -Suite 5170 ati!ron: :1Qli0V2015 za P-. .,., Private Corporatior 10 Park Plan Boston,MA 02116 S AND:MAR N i : llRY..$OUZA -4W l:ST.BARNSTABWRD: Undersecretary:7 =�<. n Not vali hou signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor, A, License: CS-102999 S+ GARY J SOUZA =• �: U:. P.O.BOX 310 n Ostervdle MA 02355 Expiration Commissioner 08/16/2016 . �/k►�6�- �-�SD� �a��� @ 23i'� SMo� ��,l�Y r Os1�-Illy� � BF`� V A fit"-'('G'rride to Wood C'onstraction in High Wind Areas: l l0 m !t Wind Zone �� $ K n Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)I 0 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph Wind Exposure Category ..G'. 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................�_stories s 2 stories RoofPitch ..........................................................................(Fig 2 .`i Z '&12:12 MeanRoof Height ..............................................................(Fig 2).............................................. �ft 5 33' BuildingWidth,W ...............................................................(Fig 3)................................................�ft s 80' BuildingLength, L ..............................................................(Fig 3)...................................... ......... ft 5 80' Building Aspect Ratio(L/W) ...............................................(Fig 4)..............................................�r s 3:1 Nominal Height of Tallest OpeningZ ...................................(Fig 4)...............................................I s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry .................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only_ Bolt Spacing—general ..........................................(Table 4)......�—,r..-.E2n<T- . .....%...... in. Bolt Spacing from end/joint of plate ............................(Fig 5)....................................�in.5 6"—12" Bolt Embedment—concrete.........................................(Fig 5)..................................................;�in.a 7" Bolt Embedment—masonry.........................................(Fig 5)............................................ -- in.a 15" PlateWasher...............................................................(Fig 5)...............................................a 3"x 3"x%" i 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6).........................L ft 5 12'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)... 1. 1N i�-D........f........�ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................=ft 5 d FloorBracing at Endwalls...................................................(Fig 9).................................................................... i Floor Sheathing Type (per 780 CMR Chapter 55)........................... . ...... ...... ................................................. ! Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55).......................3 in. Floor Sheathing Fastening..................................................(Table 2).. t d nails at�in edge 4�in field f 4.1 WALLS } Wall Height r Loadbearing walls........................................................(Fig 10 and Table 5)...........................1D ft 5 10' I Non-Loadbearing walls................................................(Fig 10 and Table 5)............:.......... 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)....................W in. 5 24"o.c. WallStory Offsets ........................................................(Figs 7&8).............................................4_ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x - ft_in. Non-Loadbearing walls................................................(Table 5)..............................2xTe -!C±ft:l in. Gable End Wall Bracing' Full Height Endwall Studs...............................c............(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11).............................................�ft tW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................-�"a 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. .............................. µOF414 Double Top Plate ay>� sgcy Splice Length ........... ... . ..... . ...........(Fig 13 and Table 6)... j.�p...�/1j.4}�.�...r..........�ft o MICHELE c S lice Conn ction (no. of 16d c mmon nails) .............(Table 6)..........................................................:j-fp o CUDILO c CO STRUCTURAL Cl) 34774 A9o��Fc/STEP SS��NAL�G 2 w �,l If't.GWde to 41'ood Comvirac•tion in High Wind.Areas: 110 n►ph Wild lone Massachusetts Checklist for Compliance (781)CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)..............(Table 7)........................................................ 2 Non-Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)...............(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Tabl 9) Header Spans ........................................................(Table 9)............................G 3 ft in. s 11' Sill Plate Spans .......... . .. . . . ..................................(Table 9)............................G. ft in. < 11' Full Height Studs no. of studs .. able 9 ........................... 0 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance tq Table 9) Header Spans.............................................................(Table 9).................................._J_ft—in. <_ 12' Sill Plate Spans...........................................................(Table 9).................................. ft...t....In.. sC"" Full Height Studs(no. of studs)....................................(Table 9)...................................... . Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° I Minimum Building Dimension,W ZAP 1 4 Nominal Height of Tallest Openingz ......................................... s 6'8" SheathingType..............................................(note 4)...41A...................................... S Edge Nail Spacing ................. Table�Kor note 4 if less ........................ in. Field Nail Spacing..........................................(Table 10)................................................. in. Shear Connection(no. of 16d common nails)(Table 10).........................................9 g.......................(Table 10)......................................... ht Sheathing N... ... Percent Full-Height v' 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts).. ......... . .,q Maximum Building Dimension, L a 3� 1 k Nominal Height of Tallest OpeningZ....................................... .4:::tS 6'8" Sheathing Type..............................................(note 4)....?�41•76.................................... Edge Nail Spacing.........................................(Tableor note 4 if less)........................ in. Field Nail Spacing..........................................(Table 11).................................................-J&,. in. Shear Connection (no.of 16d common nails)(Table 11)................................................. . �( Percent Full-Height Sheathing .... Table 11 ....... .. 5-r444 � O 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)�........1d,0 Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked? .......................(For Rafters use AWSpan Tool, see BBRS Website) Roof Overhang ................................................... (Figure 19)........... .. 2 ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls L 2 Proprietary Connectors Uplift................................................(Table 12)............................................U �10 �. Lateral.............................................(Table 12)......... .. . .......... ... ............ L Shear........... ............................(Table 12)....b *-:II... S=� Ridge Strap Connections, i collar tie not se r page 21..... (Table 1 ..............................T= -- Gable Rake Outlooker......................................... (Figure 20).......... ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)................... ......................U= `" lb. Lateral(no. of 16d common nails)...(Table 14)................. .....................L= — lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 ano 59).................. Roof Sheathing Thickness........................................... .................. ................... ..� in. z 7/16"W P Roof Sheathing Fastening ...........................................(Table 2)....840..4..P.,.c.. (_..V..... rlt Notes: 1. This checklist must be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps,and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing �tH OF Mgssq requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade. o` MICHELE CUDILO 1 ® STRUCTURAL y G i No 34774 l NAL�G ��tNT(c0.f�1r D IIrTE I I � IN��1�IkTE L'D<s>E . I � ��pipl►lN C� �AMIt3 C� � I J I ( d��►nhhR,TAP• tA6•Mbt'•Rn TYP.� . I , I • I IT } I I � 3�8 .I I � tt PM4-L )USP ATTACHMENT 40T To 5CIAL E ;-OR V�RT• AISD Awtiz. mTAGAMBMT NOTES: Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joitu'shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top umber of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment node to lowest plate at first floor Framing. v. Horizontal nail spacing at double top plates,band joists. and girders iW be a double row of Sd staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment of i v*t MtN� FIE-. - - — — _ — I. - 1 I � y 7 3 i �•i I is � I I-� i•I � � I � I vJpOD !9-- .TUR.OrI. pkNF,l. WSP ATTACHMENT r1o'T IT S CIA I.E 0 \Itbrir L vRIZoNTA-L G GENERAL NOTE'S AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf, for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,Pc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code; latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base; SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf Wind Load : Criteria used for 110 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams; use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing'Spruce-Pine-Fir No.2 with Fb=I000psi, E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi, E=1,600,000 psi,or better. c. Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi, Fv=285 psi, Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi, Fc—Per--750 psi, Fc_par-2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. I x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32" larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea. End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b. Sub-bore where;nails tend to split wood. 9. Headers less than 4'4',use 2-2x6;all others per MA State Building Code. t r T OF MASCkjS 0 5-(RUOT qA� N r 3 la1,s~'q FGISSLAP FLOM JOIST EP�Ga�� �cFFSS10NAl� I N /' I 2`D FLOOR JOIST I CUNTINuax 8117CKING I 1 I I I I I I ' I I I 1 I ' I I 'I I I I t1h It 2 x ---- NAILER J I I 2-1/2' " 8 ZTj !�,_aC. GAGE C►�T STAGGE ) i ll VV -7. CAP PL./-,�.--X�/�1-xo 1 Or i t/1/2' jit BOLT I I I I 1 q I I 1 STEEL CILUIN j A 51-11 Yt S 6 CAP PLATE DETAIL I t II To romm. OR CONTINU/OLIS VALL rOOTDC, BASE PL. X Xbr I 0 " -�N�` NOTES 1. ALL WORKMANSHIP TO CONFORM WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND MASSACHUSETTS STATE BUILDING CODE LATEST EDITION REQUIREMENTS. 2. STRUCTURAL STEEL: ASTM 572 (FY=50 KSI); Optional: SHOP PAINT WITH RUST INHIBITIVE PAINT. 3. EXPANSION BOLTS: ASTM A510 3/4" DIA.x6" EMBEDMENT IN CONCRETE; THRU—BOLTS:ASTM A307 1/2" DIA. 4. PUNCHED HOLES IN PLATES = 9/16" DIAMETER. 5. ALL WELDS E70XX ELETRODES. SHOP WELD CAP AND BASE PLATES TO COLUMNS. 6. COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS, AND FIELD VERIFY WHERE REQUIRED. STEEL BEAM CONNECTIONS TO WOOD FRAMING MICHELE CUDILO, P.E. G,-rA.41AF-- &ktA-&t* Consulting Structural Engineer 123 Cottonwood Lone, CenteNlle, Mossochusetts 02632 7i 'Sli Drawn 6y: MC Dote: / Drawing MA scale: AS NOTED Rev. 0 SK-3 File NomeaK Project No.:240 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �.9/ Parcel �0/ Application #,Qot-{6�a Health Division Date Issued a Conservation Division Application Fee 5 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis U d ���� l —Project Street Address 23� J�Vdf, 11,44 Village /'l A p Owner 0/_ Address Telephone Permit Request lw-&�Z WD 22'�4�5- 'emu;44 cJ/ &DZl,�15 f' U/-V2#- t/ �S%Z'/7ZM- 6.. ZZ.7Z) F/ 6401,574W ` &dM �` -f J JgZ� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new, Zoning District Flood Plain Groundwater Overlay Project Valuation 46k Construction Type s : 1 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King' !Highway::)❑Y s ❑ No a 4 Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new i 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 ❑ No 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 ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �'!✓" Telephone Number S 771 346--7 Address 1/0 R66ARV GJV. , #qt* 15 , tV# License # CS 7633?2= Home Improvement Contractor# �� Worker's Compensation # WA wacm- 14 I" ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN'r��, ,k SIGNATURE DATE 9691N ti Y FOR OFFICIAL USE ONLY APPLICATION# Fkv DATE ISSUED MAP/PARCEL NO. �r J ADDRESS VILLAGE OWNER r DATE OF INSPECTION: FOUNDATION, c FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r , `t FINAL BUILDING e 1 � • m t r DATE CLOSED OUT ASSOCIATION PLAN NO.` •' I j Print Form P The Commonwealth of Massachusetts ._ Department of Industrial Accidents Office of Investigations ' I Congress Street, Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Viola Associates,Inc. Address:110 Rosary Lane, Unit A City/State/Zip:Hyannis, Ma. 02601 Phone #: 508-771-3457 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 30 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition workingfor me in an capacity. employees and have workers' Y P tY� 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ 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 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no Swimming Pool employees. [No workers' 13.2 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the-sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Acadia Insurance Policy#or Self-ins. Lic.#:WCA 0218000-16 Expiration Date:4/29/15 Job Site Address: 236 Smoke Valley Road City/State/Zip: Osterville, Ma. 02655 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 up 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 verification. I do hereby certify un er the Eains and penalties ofpe!Lury that the in ormation provided above is true and correct. Signature: --- �' Phone# Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i ^ 7 ® , DATE(MMIDDNYYY) A� CERTIFICATE OF LIABILITY INSURANCE 9/B/2014 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). AMEACT NOrthborough Construct West PRODUCER CN Eastern Insurance Group LLC PHONE (508)393-7744 FAX A/C No 155B Otis Street E-MAIL INSURERS AFFORDING COVERAGE NAIC# Northborough MA 01532 INSURERAAcadia Insurance CompanV 31325 INSURED INSURER B: Viola Associates Inc INSURERC: BOX 389 INSURER D: INSURER E: Centerville MA 02632-0389 INSURER F: COVERAGES CERTIFICATE NUMBER:2014 Master 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 ADDL SUER POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MMIDDIYYYY MM/DDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMI ES( aEoccurrence) �r ce) $ 300,000 A CLAIMS-MADE a OCCUR PA0217962-17 4/2 9/2014 4/29/2015 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 }� POLICY PRO-Ipr.TLOC $ ED AUTOMOBILE LIABILITY Eaa acccidentSINGLE LIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ A ALL OWNED Ix SCHEDULED 0217963-17 /29/2014 /29/2015 BODILYINJURY(Peraccident) S AUTOS AUTOS NON-OWNED PROPERTY DAMAGE S XHIRED AUTOS AUTOS $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE S 2,000,000 DED RETENTION$ UA5047783-12 /29/2014 /29/2015 S A WORKERS COMPENSATION X WC STARY TU- 01TH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE NIA E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? CA02800018 /29/2014 /29/2015 1 - (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Wade Stanier 236 Smoke Valley Road Osterville, MA 02655 AUTHORIZED REPRESENTATIVE John Koegel/SED ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS02519ntnnso m Tho A(:r)Rr1 name=nri Innn mrn ronietorort mnrkc of arnprl a 11 M assactiusetts -Department of Public:-Safety. _5oard-ef.Building . R e.g.•ulatior.s-and _n..d.-`—St . . . dd - s` 5upe isorC2nstructian- Li C8AS2CS- 76332 .+a1 BOYAR PO BOX"716 -...... . West Barnstable lEIA.0 _.._.... _...."._._ .. .-.. - - — -P n Commissioner 09/05/2015 al �aesaccidelT . . ;face of.Consumer Affairs&Business Regulation License or registration valid.for individul use o my OME IMPROVEMENT CONTRACTOR before the expiration date. If found return.to: d '' Office of Consumer Affairs and Business Regullatiorm Registration_ g3 Type: 10 Park Plaza.-State 5170 Expirat-car_ Boston 42FiEZEF�:5;:` Supplement Card ,lye,0211'6 t=='„ VIOLA ASSOCIATES KEVIN BOYARq. —` P:O_..BOX 389 `. :r i CENTERViLLE,:MA 02632" Under secretary _ of valid with tpnature f . THE Town of Barnstable Regulatory Services BARNmBEZ• ' Thomas F.Geiler,Director ► Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b a rnstab l e.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If-Using A Builder 1414Dr J_7591VI/94' _,as Owner of the subject property hereby authorize V 10L4 TJSSOC/<jTc�f �C to act on my behalf, in an'matters relative to work authorized by this building permit. 2.3G '5MoKE y444/_E'Y /1oAl� OSTC7�lLCL (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools ...--are not to be-filled-before-fence is installed and pools'aff not to-be utilized until all final inspections are performed and accepted. WtuxerV2 V'/OL.t-OSLOwner S' e of Applic Print Name Punt Name 9 f Iy Date Q:FORMS:O WNERPERMI.SSiONPOOLS RESIDENTIAL SWIMMING POOL BARRIER REQUIREMENTS Safety Cover/Alarms-Dwelling Exits shall have one of the following: 1.Safety cover in compliance with ASTM F1346 2.Alarms which sound continuously for a minimum of 30 > . ¢ .- - - seconds.Alarm deactivation switch for single entry must not 55.. '= last more than 15 seconds and must be>=54"(4'6")above threshold of door. Minimum Fence Height 48"(4')measured on side • • opposite pool ! Gate/Latch-Gate shall open away from pool and be self - f closing and self latching.Release Mechanism of latch shall be>=54"(4'6")from bottom of gate.If R.M.<54"(4'6") must be located on pool side of gate—3"from top of gate ' and have no opening in gate>.5"within 18"of R.M. Rule 1 Horizontal Member d 4 Vertical - - •' o ♦ o ♦o ♦ o e ♦ ♦♦ ♦♦ ♦♦ � u e - s space < 5"(3'9") ' • +•• ••• ' ® •♦ ♦ • • r • '♦ ♦ ♦t ♦♦ ♦� ♦ Members shall not exceed 1.75" •r'i �•! . ♦•v ••• ♦' ill 1 ♦♦ '♦ ♦ ♦ ♦ ♦ ♦ t ;. •+•; 0. +; ••• ••• fn� • '♦ • • � ♦ ♦ ♦ ♦ ♦ � �. �• Rule 2-Horizontal Members spaced "'• •• '° ' '' Members shall not exceed 4" _ -r '� ' •♦• f"♦ ♦• •♦ i♦• ♦•♦ •♦ • ♦� i♦ ♦♦ �♦ Chain Link-Maximum mesh size shall be<= 1.75" -�- """_ _ ♦ ��'' ,� squares g -`� s Lattice Fence-Maximum opening formed by ' I sfR� � • a , m„ dimensional members<=1.75" 2"Maximum Vertical Clearance measured on opposite pool side SPECIFICATIONS __ ...... ........ _. .......... Review system details for Saver covers. Fabric Mechanism Covers *5-year limited prorated standard warranty - Standard 12"aluminum lid with *16 oz.,23 mil Herculite premium bonded vinyl either Cor 6" hinge *Low-stretch rope and webbing(2000-lb''break) - Bezellm lids, 16"and 18" *9 standard colors:dusky blue,royal blue, - Vanishing Lid TM trays, 12"-24"wide with light blue,aqua,forest green,beige,tan, stainless-steel trays and stainless-steel gray,and black adjustable brackets - 35 custom colors - Fiberglass deck-mounted mechanism ends *20 oz.,28 mil Herculite premium-plus fabric with - Bench bracket frames limited prorated 7-year warranty, available in light blue,dusky blue,and beige Safety - Exceeds ASTM F1346-91 requirements Track Styles * Full UL listing •7-year limited warranty on all - Bonding Included with all systems aluminum extrusions * Automatic water-removal cover pump included •All aluminum extrusions are 100%anodized •Undertrack,universal or recessed track * NOTE: •Safety-Lock track channel Some cover manufacturers treat cover pumps and •Top-mounted track channel for concrete bonding as options for their systems. A solid safety and fiberglass pools cover without a pump is NOT approved to ASTM • Inverted track channel for concrete or F1346-91 safety standards. The installation of an deck-on-deck applications automatic cover system without bonding is not a •2-piece channel system for vinyl pools UL-listed product. • 1-piece coping channel for vinyl pools •Reusable coping forms Other Options •45-degree vanishing-edge pools - Painting—all extrusions can be painted to match most •90-degree vanishing-edge pools deck surfaces or fabric colors - Designer Series®cover—custom graphics can be Mechanism painted onto the fabric surface -Lifetime limited warranty on mechanism - ABS recessed box -100%anodized aluminum frame and components -Stainless-steel hardware -Stainless-steel drive components -Positive-shift system -Standard units include either heavy-duty slip clutch or auto-shutoff with amp limiter - Exclusivel independent or locked rope reels -24-bearing#440 heavy-duty pulleys Power and Controls Standard items are in bold type. -3-year limited warranty on all electrical -3/4 hp waterproof electric motor - 1 %hp/2000 PSI hydraulic system •Safety lockout key control -CoverLinkTm touchpad control - Low-voltage auto-shutoff with key switch - Lowmvoltage touchpad - Low-voltage water-feature shutoff FEDERAL AGENCY AND NATIONAL COMPLIANCE LISTINGS Cover-Pools is committed to producing the safest and highest quality pool and spa covers in the world. We are your partners in providing•a reliable additional layer of safety for your pool. UNDERWRITERS LABORATORIES INC. LISTING The Cover-Pools Underwriters Laboratories listing number is 181T- File#E52841 WBAH Covers for Swimming Pools and Spas Power Safety Cover, Model Save-T®3, Classified in Accordance with ASTM F1346-91 WDDJ Swimming Pool and Spa Cover Operators Electric Pool cover operator, Model"Save T ASTM (American Society for Testing and Materials) Designation: F 1346-91 (PSC, MSC, OC) Cover-Pools products Save-T cover and Step-Saver have been manufactured and are in full compliance with ASTM F 1346-91 Standard Performance Specification for Safety Covers and Labeling Requirements for-All Covers for Swimming Pools, Spas and Hot Tubs. FCC ID: P8G-50306 Save-T Cover Wireless 50305 Note:This equipment has been tested and found to comply with the limits for a Class B digital device, pursuant to Part 15 of the FCC Rules.These limits are designed to provide reasonable protection against harmful interference in a residential installation. This equipment generates, uses and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on,the user is encouraged to try to correct the interference by one or more of the following measures: -Reorient or relocate the receiving antenna. - Increase the separation between the equipment and receiver. -Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. -Consult the dealer or an experienced radio/TV technician for help. Note:This equipment has been tested and found to comply with the limits for a Class 1, Class 2, and Class 3 Radio equipment and systems under Title: ETS EN 300 683 :97 and ETS EN 300 200-1 (RES)(EMC) (SRD)operating on frequencies between 9 kHz and 25 GHz.These limits are designed to provide reasonable protection against harmful interference in a residential installation.This equipment generates, users and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception, which can be determined by turning the equipment off and on , the user is encouraged to try to correct the interference by one or more of the following measures: Reorient or relocate the receiving antenna. Increase the separation between the equipment and receiver. Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. If you have any additional questions please contact Cover-Pools at 1-800-447-2838. 23 I+ or r • V �' f, v . ' ;• 7 l� L Poolguard Alarms-pool alarm,.door alarm,gate alarm,pool safety,child safety http://www.poolguard.com/door.asl I 1 HdMEI CONTACTUS'I BUY•POOLOUARDI PRODUCT-MANUALS I WARRANTY'REOISTRATION " I • .A6oUT ... POOLGUA_0 FAKES. .00 gluqrdt� Poolguard Alarms: DOOR ALARM-Model DAPT-2 •Inground Pool Alarm •Above Ground Pool Alarm •Gate Alarm _.. Door Alarms-NEW - -- --•Door-Alarm--DAPT-Z. " (Sounds in 7 seconds) _ •Door Alarm-DAPT-WT (Sounds immediately) Other Information: ,- •Contact Us •Buy Poolguard •Product Manuals —.,News From Poolquard. _ Warranty Registration POOLGUARD/PBM INDUSTRIES,INC. -UL Listed to UL 2017 has been manufacturing pool alarms,door •Important Safety Feature alarms,and gate alarms since 1982.All Complies With Building Codes Poolguard products are proudly Made in Simple To Operate the USA.Poolguard Door Alarms comply Automatic Reset with all building codes and are UL Listed Battery Powered under UL 2017.The majority of children Easy To Install that drown in pools go out the back door 85 dB Hom At 10 Feet first and Poolguard's Door Alarm can help •Pass Through Feature For Adults protect those doors. Low Battery Indicator POOLGUARD DOOR ALARM 1 Year Warranty e a: _. _ _ _.• The Door Alarm will sound in 7.seconds when a child opens the door, _ and the alarm will continue to sound until an adult comes to the door and resets the alarm. • PoolguardD=Alain,win sound.mZseconds-even_ifmxhfld goes through the door and closes it behind t m. • The Door Alarm is always on and will automatically reset under all conditions. —._ _. _ _ _ _•.Poolguard Door Alarm is equipped with an adult pass through feature .that.Will allow adults to,go through the door without the alarm sounding. • Optional screen door kits can be purchased for the alarm,this kit allows you to get air through your screen door without the alarm sounding. •'Poolguard Door Alarm uses one 9-volt battery,(not included)with a battery life of epproAmately 1 year. • The Door Alarm is equipped with a low battery indicator that will audibly alert you when your battery is getting low. • Poolguard is the Orly door alarm that is UL listed under UL 2017 for water hazard entrance alarm equipment. Door Alarm PDF manual I of 2 I0/6/2009 3:07 PN 9 5 N PyT.d,4d5, 6A MLL a �i E r r , 3 4, . 7 ,. :1�, = ' .0 , �h. s 4 yP.s )t y J C . *?o e s y � w Chain Link Fence - Interior Mesh Spacing 1 1/ 11 3 Life Saver Pool Fence : Self-Closing, Self-Latching Gate ing System. r Self-Closing gate uses only the most proven latch and hinge system. The has been tested to more than 400,000 cycles. MAGNA-LATCH gate latches Ily triggered safety devices that have revolutionized the safety, reliability tance of swimming pool, childcare and household gates. erating principle is brilliantly simple. As the gate swings shut, a powerful agnet draws a latch bolt from one housing into the other, latching it mount_of-shaking,-pushing-or_puI ling-can-disengage the_latch. The--concept d it boasts international awards for design excellence. been designed to meet strict international safety codes, including all codes mming pool gate safety. The dangerous problem of a gate "resting on the anism", appearing to be latched, is eliminated when using MAGNA-LATCH. reliable latching action means MAGNA-LATCH incurs no mechanical closure, and so suffers none of the sticking, jamming and sagging problems th 'mechanical' gate latches. hinges are the latest technology in PATENTED to hinges for swimming pools, households 'FEW)OR f° ,DJUSFMENn ications.hinges are Injection-molded from a special ced polymers, which means they never rust, rust-free performance of TRU-CLOSE uble-the_life expectancy of any comparable is made of high-grade stainless steel to -- losure and long life, even in the harshest nts. ed adjustor within most TRU-CLOSE hinges allows instant, incremental my a screwdriver. Quick and easy! This clever adjustment feature http://www.poolfence.com/gate.htm (1 of 2) [9/19/2008 2:20:57 PM] ti ` Life Saver Pool Fence : Self-Closing, Self-Latching Gate - - - �� ing fatigue problems associated with fixed-tension gate hinges. been independently tested to comply with a range of international safety e relating to pool fences and gates. - o outperform.-all-.comparable_gate._closing_devices.-The_y_.ar_e..the o.nly..safety-...._.. arranty against rust or-corrosion t F. http://www.poolfence.com/gate.htm(2 of 2) [9/19/2008 2:20:57 PM] r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 00C2 Parcel coPermit# gd293Z Health Division 3 (8- ds' ��� . ��,,�i���3 �� Date Issued 3)yg l o s Conservation Division c / /1�1 Application Fee D DD Tax Collector Permit Fee j y3,2�11 Treasurer �` Planning Dept. EXISTING EPTIC SYSTEM Date Definitive Plan Approved by Planning Board LIMITED TO ,' ,*OF BEDROOMS Historic-OKH Preservation/Hyannis Project Street Address 2 3 S m nr r VA L,�� pD Village =Me.,,. . r Owner r1Fz AP5 . wADr _sT-A►.t%1ft$2 Address Po.BW ?I?_ caseo►-o Nib 00-yZ Telephone q'1 R 3ra • 9 g 4 2 Permit Request FAN Lc_N F1A. EVKantT' wtT►-k GSDegom LNQV,410y2Y JaAT4 AND elcmt2.1oIZ Wo►2r, uO c4pkw41= T7� SOOT PRi wT: Square feet: 1st floor: existing_SI/F, proposed 0 2nd floor: existing Allip proposed 0 Total new .5-y6 Zoning District R F Flood Plain Groundwater Overlay A P Project Valuation 3Y, 'i Yy, "' Construction Type VJoo o F-'1 6me_ Lot Size q.9 2 A C. Grandfathered: ❑Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family Mr' Two Family ❑ Multi-Family(#units) Age of Existing Structure 2..6 Historic House: O Yes 0N<oo On Old King's Highway: ❑Yes EMo Basement Type: &Full ❑Crawl ❑Walkout ❑Other -?Ropmrp rx LSD Kra Basement Finished Area(sq.ft.) sy6 Basement Unfinished Area(sq.ft) o Number of Baths: Full: existing new I Half: existing new Number of Bedrooms: existing 3 new I Total Room Count(not including baths): existing new 2 First Floor Room Count 2 I Heat Type and Fuel: @ as ❑Oil ❑ Electric ❑Other Central Air: &1es ❑ No Fireplaces: Existing New Existing wood/coal stove: 81—es ❑No Detached garage:O existing ❑new size Pool:O existing O new size Barn:❑existing O new size Attached garage:❑existing ❑new size Shed:O existing O new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial O Yes Nr1q If yes, site plan review# Current Use S►tie_L-c IF^mI v Proposed Use SAt%-%P BUILDER INFORMATION Name uEes -st mA_r_t4o c- Telephone Number sob •y7-8 .6104 Address P,o. izox 3 c o License# 7 y OSTc lu F� 0 trior 02-6S-C- Home Improvement Contractor# _ 1 oo13Y Worker's Compensation# 7Z V3309 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN,;6 BY MACOVABE2 ' SIGNATURE DATE, 3• t 6 • oS' r ? FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED i MAP*PARCEL NO. - G ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL . GAS: ROUGH r FINAL FINAL BUILDING n' cr 0 o Ir DATE CLOSED OUT yM ASSOCIATION PLAN NO. 0 cu - 0F iSF Tp Town of Barnstable " Regulatory Services • BARYSTABLE, • v MAss. m Thomas F.Geiler,Director i i6J9• �0 'rFo►�at° Building Division Tom Perry, Buildin;Commissioner { 200 Main Street, Hyannis,ivl:A 02601 I 1 Office: 50S-S62-4038 Fax: 508-790-6230 i Property Owner Must Complete and Sign This Section If Using A Builder I, WA u - =AW 1*6 2 , as Owner of the subject property hereby authorize ROGERS & MARNEY, INC. to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) • 236 CMGL — yA1..1_�Y �� �T Signature of Omer Date 6 . i 9 N Print Name . • Q:FOP-MS:OWNERPER:%([SSI&N c RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) b ALTERATIONS/RENOVATIONS OF EXISTING SPACE Is Y6 -square feet x$64/sq.foot= x.0041= plus frombelow(if applicable) GARAGES(attached&detached) • square feet x$32/sq.R= x.0041= ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chirnney x$25.00= ' (number) Inground Stivimming Pool $60.00 - Above Ground Swimming Pool $25,00. Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 r Board of Building Regula ons and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 0.2108 Home Improvement Contractor Registration Registration: 100134 Type: Private Corporation Expiration: 6/9/2006 ROGERS & MARNEY, INC. Charles Rogers P.O. BOX 310 _ -- = Osterville, MA 02655 - - = -- Update Address and return card.Nlark reason for chang - Address 0 Renewal ❑ Employment Lost Card DPS-CAI 0 SOM-04104•GGIOO//1216pQ ,� ✓/L� TJO�rI7/IIC4tGlls¢CLII/L 4�✓[�G�QC/LCW6�if -� Board of Building Regulations and Standards License or registration valid for individul use only -, HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 100134 Board of Building Regulations and Standards One Ashburton ce Rm 1301 Explratioo:_6/92006 Boston,lVla.0 Type::Private Corporation ROGERS&MARNEY,INC.: Charles Rogers 445 WEST BARNSTABLE ROAD #erville,MA 02655 Administrator Not valid wi out signature License: CONSTRUCTION SUPERVISOR 1� 1i—:RestrIcje'd: Number: CS016174 Birthdate: 05/07/1939 Expires'65/07/2006Tr. no: 23796 00 . CHARLES D ROGERS PO BOX 310 OSTERVILLE, MA 02655 " Acting C mis oner • R Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck So$ware Version 3.6 Release la Data filename: C:\Program Files\Check\REScheck\Stanier Cottage Existing.rck PROJECT TITLE: Stanier Residence-Guest Cottage CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW /WALL RATIO: 0.05 DATE: 03/14/05 DATE OF PLANS: March 9, 2005 PROJECT DESCRIPTION: Alteration and renovation to existing cottage DESIGNER/CONTRACTOR: Sally Weston Associates 222 North St. Hingham, MA 02043 COMPLIANCE: Passes Maximum UA= 218 Your Home UA= 173 20.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R- alue R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 546 19.0 0.0 28 Wall 1: Wood Frame, 16" o.c. 750 11.0 0.0 63 Door 2: Glass 40 0.360 14 Floor 1: Slab-On-Grade:Unheated 100 10.0 68 Insulation depth: 5.0' Air Conditioner 1: Electric Central Air, 12 SEER Furnace 1: Forced Hot Air, 92 AFUE 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 Massachusetts Energy Code requirements in REScheck Version 3.6 Release la(larmerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions fDund in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in S ' ns 780CMR 1310 and J4.4. Builder/Designer `a: w Date r REScheck Inspection Checklist Massachusetts Energy Code REScheck Soffware Version 3.6 Release la DATE: 03/14/05 PROJECT TITLE: Stanier Residence-Guest Cottage Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-19.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16" o.c., R-11.0 cavity insulation Comments: Doors: [ ] I 1. Door 2: Glass, U-factor: 0.360 Comments: I Floors: [ ] I 1. Floor 1: Slab-On-Grade:Unheated, 5.0' insulation depth, R 10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 5.0 f. OR down to at least the bottom of the slab then horizontally for a total distance of5.0 $. I Heating and Cooling Equipment: [ ] I 1. Air Conditioner 1: Electric Central Air, 12 SEER or higher Make and Model Number [ ] I 2. Furnace 1: Forced Hot Air, 92 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfin (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ff2 pressure difference and shall be labeled. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I . r Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls:, [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut offthe heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Siang: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140460 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pining System Types Range 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for leed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 I NOTES TO FIELD (Building Department Use Only) I I I �2C— The Commonwealth Of Massachusetts - Department of Industrial Accidents Ofllce ofInestlgatloos —= 600 Washington Street • � � ,'� Boston,Mass. 02111 Workers' Compensation Insurance Affidavit. olicantm orrnation:_ - name: location: city hone e I am a homeowner performing all work myself. I I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. company name: ROGERS & MARNEY,. ZNC: address: P.O. BOX 310 STERVILLE MA%.02655 :.. .: City: 0 phone#: (508) 428-6 i 06 i insurance co. AMERICAN INTERNATIONAL policy # <We 7253309 I am a sole proprietor, general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers compensation polices: I company name: SEE ATTACHED SHEETS - ; city phone ir- insurance co. policy# comn•tnv name: address city: phone#: insurance co policy d .._ _ -._..�.,.• �. ��.�o �+---•—T:+r.r-_�.-�-.� _ _.ran-�:-. _ •Atcaeh addidonal�sheet.. if nec..essa�. : . -:. . .:..•.:-.-. � .,��.:-::,_:.. _.: ...: .....�...--•.. —. �-- -�-.�r----•. - 9 Failure to secure coverage as required under Section 25A of NIGL 152 can lead to the imposition of criminal penalties of a fine up to S1500.00 and/or one}ears'imprisonment as well as civil penalties in the form of a4STOP WORK ORDER and a fine orS100.00 s day against me. I understand that a cope of this statement may be for 2rded to the Office of investigations of the DIA for covers-e verification. I do hereby certify under the pal. s and enalties of perjury that the information provided above is true and correct. Sisnature ROGERS & MARNE ate �- Print name RZRT COOK Phan__ (508) 428-6106 olricial use only do not N rite in this area to be completed by eir<•or toiwn official ein or town: permit/license 4 riBuilding Department F� oLicensing Board S O check if immediate response is required �Selecemen's Office • Health Department contact person: phone p: 00ther I (rnac-1 PIA) ACORDM CERTIFICATE OF LIABILITY INSURANCE 3/04//20 21005 0 1 3/04 PRODUCER (50 9 -6061 FAX (508)990-2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 439 State Rd. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 79398 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Dartmouth, MA 02747 INSURERS AFFORDING COVERAGE NAIC# SURED David G Holcomb Plumbing & Heating Inc. INSURER A: Central Insurance Companies 20230 PO Box 170 INSURERS: Western Surety Co. Osterville, MA 026SS-1070 / INSURERC: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDIN 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE(MM/DD[YYI LIMITS GENERAL LIABILITY CLP7973954 12/18/2004 12/18/2005 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO Rr. ENTED $Jrencel 300,000 CLAIMS MADE M OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL V INJURY $ 1,000,000 GENE AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PPeDUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident). PROPERTY DAMAGE $ I — (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG S EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND WC7 395501 01/03/2005 01/03/2006 1 WC STATU- I OTH- EMPLOYERS'LIABILITY FR A ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ 100,000 if yes,desuibe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,0001 o�Monesty R 68943790 12/27/2004 12/27/2005 LI 10,000 i B Bond DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSION]ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ' any and all operations during policy period Rogers & Marney as additional insured under liability policy CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, ' Rogers & Marney BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY PO Box 310 OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Osterville, MA 02655 AUTHORIZED REPRESENTATIVE Joan Martin ACORD 25(2001/08) FAX: (508)1M-4909 ©ACORD CORPORATION 1988 I LLI c4-CUl wcU UJ-40 rn K 1 1NbUKHNUt FAX NO, E08 991 5461 P. 01 -• ' 4. CERTIFICATE OF LIABILITY INSURANCE apoouCRR (S08)994-9688 =02/43 ODIvwY) AVIOWSKI & KESTENBAIIM FAX (508)991-5461 THIS CERTIFICATE is ISSUED As A /2005 414 COuJYTY, STREET ONLY AND CONFERS NO RIGHTS UPON T.E CERTFFICATEION NEW BEDFDAp, MA 02740 ALTER T DE T is ERT COVERAGE ATFORD S BY T c POD,ICIE ND OR OW INSURED AVIX nc INSURERS AFFORDING COVERAGE 911 Main Street INSURERA: OneBeacon NAIC# Osterville, MA 0265S 1 `"�IER8 American International Gro;lp 206, ` NSURER C: INSURER 0: 0 INSURER cr THE POLICIES OF INSURANCE LISTED BELO'NJill, e ANY REpUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHJ ppCLpyENT WITH RESPECT TO' MAY PERTAIN,THE 1NSLNiA 4 NSURED NAMEb ABOVE FCR THE POLICY PERl00 INDIC;;TtD.NOT4VjTHS'TApIpIN' NCE AF,OROEb BY THE POLICIES DESCFIIlfEp HEPEIN IS SUBJECT TO ALL THE POuClE3,AGGrZEGATE LIMITS SHOWN rn.gY HAVE BEEN REGIDES RI pq)p CLAIMS lIHICH THIS CERTiFICA7( Mqy ee LSSUED CR msR D TERr+tS,EkrhJSION3 All CONDITIONS D SUCH TYPE OF IAl$(1RANJ 4ENHRAL UA91LJTH POLICY NUTAIJ POLICY Rpm CTIVI POLICY PUTAT N X COMMERCALGENEI,ALLIABILITY QBR823311 01/04/2005 01 0 2 Jldrce / / 006 S CLAIMS WIDE EACH OCCURRENCE I OCCUR DAMAGE TO REN,EO 1 1 000,00 A � Es�E s 300 MEO FXP(Any one P:✓sd 1) $ PERSONA.S ADV IILNJI"/ S S 0 GEML AGGFZeGATE Limrr APPLIES Pep: s 1,00O,0 GENERAL AG.aREGATE:POVtCY JpT LOC 2.000100 P,�OP�„� AUTOAIOEILE UABIIJTY PROOLETS•CON � ANY AUTO CBXE38077 01/04/20 01/04 2006 S 2 OO ALL OWNED AUTOS (�a e�d6enOLj INGLE III $ A X SCHEDULED AUTOS 1.000 00 X HIRED AUTOS O•D ILYSINJURY S X NON-OWNEDAUTOs ------------- Jpi accideOflt) S GARAGE LIABILITY PROPERTypAj,,J — (Perwddew) S ANY AUTO i AUTO ONLY-EAACclJ I S — EXOE58nlMBR�LA LIABfLJiY OTM6R THAN EA h:C S PENDING 01/04/200S Ol/04/2006 EACHOCCURRENc� OCCUR Ai IG = A cxaa�ls uanE e AaGREGATE 4 000,00 OEDUCIi I i 3 4,000,00 R5TEvTION $ S WORMRS COMPE1`4ATION AND S EMPLOYERS'LIABILITY \\ENDING 01/04 20 0I/ 4/2 rJ- H. s —B AN PROPR(6T0WPART9NERIF=UT•VE 006 W s?ACFFIGfRMEM%R XCLUDD SpLP $ E�6ACHACGIOEEIALPOVi $ 1 001),00 OTHER E.L.DISEASE-EA EKOLOY: S 1.000.00 E,L.DISEASE•✓'OLICv LiS 1,000 00 ESCRI JP�I OF OP RAT:ONB/LQCAT7pNS/VEHICI.� !J icate Colder named as aC1�7tE pna]Ns7nsUr@ NGOR3EAIENT/BPECULLPROvIA10Ng �. A. r e 9HOULC ANY Of THE ABOVE DESCRIBED r0 --_`LICIES BE CANCELU ID BEF�THE Rogers d, Marney Builders EXPIRATION DATE TNERECF,'HE MSUING INSURER WILL iNOEj VOR TO MAL 44S West Barnstable Road 10 DAYS WRITTEN NOTICE TO NE CFRTIpCgTE HOLDER PO Box 310 BUT FAILURE TD NAIL SUCH vOTICE BMA.L f H Al TO THE LEFT. Ostervi l l e, MA 0265 S OF MY KIND U WOSE NO 010 I USN OR LIABILITY INSURER,:T4 AGENTS OR REPR AUTHOitItEp PRE A ENT ''IVES, — �ORD 25(2001108) FAX: (508)420-3550 ®ACORD Ca)RPpRATION IIJ oFSHE1pk, 'Town of Barnstable • P� �, Regulatory Services sAxxsTAar s Thomas F.Geller,Director 9 MAW. �* �Alfo +• Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME MROVEMEN'T CONTRACTOR LAW SUPPLEMENT TO PERIUT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: R 0 VAC (AT't DIM Estimated Cost 3y,9 ti Y. • Address of Work: Z.36 S Mo K.C -VA LI-e L D . Owner's Name: M Q_ . $ IMe S• \ IA PE' STAtA Date of Application: ? • 16 • C-V I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law []Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR RI OWN PEUT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME LIIPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER NIGL c.142A. SIGHTED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: -1 Date Contractor Name Registration l�To. • OR Date Owner's Name Q:forms:homeaffidav TOWN OF BARNSTABLE Permit No. __`?17 in Building.Inspector r� rua 1 Cash _ OCCUPANCY PERMIT Bond s _ "No building nor structure. shall be erected, and no,land, building or structure shall be used-for a new, different, changed, or enlarged use _without a' Building Permit therefor -first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Richard M. Burnes Address #312 Smoke Valloy R04CA Osterville Wiring Inspector e' , r Inspection date " zz�,/`. r Plumbing Inspec`toi �(, �('� Inspection date Gas Inspector' 'ram r � `Inspection date ^� Engineering Department Inspection date 1- L THIS PERMIT WILL NOT BE -VALID,(AND THE BUI.LDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ' ! ,,. ....... 19 f T ....................................... Building`Inspeetor "r a _ _ Assessor's map and lot number ... 7. ..............:.....:.1./.i... Nei 011 Sewage Permit number 7y !� ......... U 'L-... 11VITM + House number', . ................................................ ENVIRONMENT A. 039. 0� SUBJECT 0NO , . , TOWN 'OF B A R N S T AIMEBLECoNSERv TI - COMMISSION ATI01� �. . SU3J' t1 BUILDING -, INSPECT0WRNSTr C APPLICATION FOR PERMIT TO .... s,t.�1�.`.j.�.�1w�.... .. :.hY�l.�.... ���9-�4 � -7 r TYPE OF CONSTRUCTIONa�T ................ q.....,9........ J TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: r ` Location .... ....... eC.LI.C� ........................................:................................................... ProposedUse ..... .W....� ....................................................................................... Zoning District �.... :, n......................................................Fire District ..1..:.�............................................................... ( � q f Name of Owner .i�.�1�.!r�A.... 1�. .cV.'�-.V�P, ............Address .... Y Gd1.I li..t...wa S.A........Lei—n'.u:.A Name of Builder .��Q��:C'0!•$�.:.� ..1`• .Q. 11 ..'�1t�. ,....Address ' ...5 ......a�&Y.0411.4............................ a� C Name of Architect , .�1.. ..�...Q'lac3iti:�.�` ....I.�.�......Address /J.A1)e4.-JUI.Skl.1. .....VK�.��..(h.a...5�........ Numberof Rooms .......(:[...........................................................Foundation .....C. l..1.0............................................................ Exierior ...U.,?C ......: ........Roofing ...(AJ.Ctm....................................................................... ........................................... 1 Floors ..W .....C—SD�k a..:e� .......................................Interior � .. .L".0 A\............................................................ Heating- a..—..: ::-: ��:..:........................................Plumbing .1........... .......... .] tip....................................... I Fireplace ....q..................::.......................................................Approximate Cost .....1.7 .(1 ......................... Definitive Plan Approved by Planning Board ---------------_—-----------19_______. Area D. . . .......... Diagram of Lot and Building with Dimensions Fee �.°.z SUBJECT TO APPROVAL OF BOARD OF HEALTH `3 - 7/ �0 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Namec .4s— . ( f01"' . ..:......'........... Burnes, Richard M. 97-3 ! `/ t sewage 79 601-602 ;No .2.1755..... Permit for Dwelling....Boat•.Hse. ......................................................... V '#Location ...Smoke...Valley-Rd........................... . , .............................. Owner Burnes......................... v , Type of Construction ......Wood........................... ............................................................................. - t Plot ............................ Lot ................................ Permit Granted Or—t....2/4......19 79 r' Date of Inspection ...... 19 nl Date Completed ..... ..G �.....19 PERMIT REFUSED ......................................................... ... 19 .................... ..................^4.T............`'.................... ..i..`... ......... .... 'L .. .......................... ..................... ................... o6"78d- ....... t t............................... 19 .... t ........ ` ...................' ^�................... " .. ..........................................r1 - Assessor's map and lot number ......7..:................ �pF TN E t0 Q �♦ Sewage Permit number �. .......`7 D 4..0..! ..:............................ }r �' Z BAWSTIIDLE, i House number .....'.................................................................. 9�0 0,so ♦� TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...................k... ... .... . ...•.. ,.D................... TYPE OF CONSTRUCTION ....................... ......Of7i ..:.......`...... .................................................... r ......................1/.......?>.....19........ ' TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a npermit according to the following information: Location .......................................................................,c c............:??..................................................... .......................... ProposedUse ..... . ........................... ............................................."t * • n...............:........................................................................ Zoning District ..... .........- .............................Fire District n _. Name of Owner ... ..............................\ - . .... ......... .............Address .... ... ! ............h!... ...f.....................?............`. Name of Builder r .....Address .�.. .......................I; .c +.ir Name of Architect TIC,; ( k-�,�.-,.r.. ..:4- /�'<c a....! .......Address �. ../�?:1?�,t ,KI. f�s 1 �,c ......t...................................... Numberof Rooms j' Foundation ...`...��.................................................................. ................................................................... Exierior ........................Roofing i. .,t Floors ' C •,.!'.;^.R* .......................................Interior � �............................................................ Heating ......:c ................................................................Plumbing ' 0........................°..........!....................................... Fireplace .; Approximate Cost .....!'7(7 c7cT ... .......................................................................... �. ...........J..................................... Definitive Plan Approved by Planning Board ---------------____-----------19 . Area .................................. Diagram of Lot and Building with Dimensions Fee �1�' S`'............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH ► `� �� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable-regarding the above construction. Name ......`.............`.... r ....t...:.. ........ ...................... 71 Burnes, icha� `q ,Q a-3 sewdg,�, 79 06-1-602, } No ..2.1.7.5.5.... Permit for D1rIQ11ing....Hoat...Hse i ..... ......................................................................... Location ....Smoke..Y�11ey.:.Rd........................... .................Q ...'rVN,-./.A...................... Owner ...Richard....1.....BLwj es......................... Type of Construction .......Wo:d?........................... Plot ............................ Lot .............................. Permit Granted ................pst.......2 .......19 79 Date of Inspection 19 Date Completed ..... ................................19 PERMIT REFUSED .................. ................................+ .. 19 z ?L^ J .!. ...G............... ....................................../ .. ........................... ...�.V. . , J...... .........i. .....' A ................ �.....�..,. ..� ................... Approved ....... ............................................................................... „ .................... ......................................................... TOWN OF BARNSTABLE Building Department - Foundation Permit Date / L�L7 �0� Permit # J i Name RO6E0.5 4 MARNEY Location e2'3 (e S(goict VArLLEY Zb MAk"TNS (%AXLLS � Insp. of Bldgs. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map- Parcel O 7 Permit# Health Division 0 e'" ���-� ' ► Date Issued Co � f3 Conservation Division Qf,,,k Application Fee _ < D Tax Collector 0 — Permit Fee Treasurer &— �/�-G �OS o roar Planning Dept. UM EXISTIJyQ S C Sysmy Date Definitive Plan Approved by Planning BoardQ To-LL;0 F BEDROOMS Historic-OKH Preservation/Hyannis Project Street Address 03G y4y.L/y /zoa_o Village b Owner . M 4 Lc;,4 S�A,,j i 4z Address a3 Telephone 5-08 y a 8- 3 3 �, 0 ,,C v -2-11 F;t—Fr10b7L Permit Request 17 Pd 2 re z_ /Z- V e- /Z 4�7 /3 v/L_,� ` .l- 02 P / Square feet: 1st floor: existing 5-5 0 proposed Ssa 2nd floor: existing as proposed S•SO Total new //00 Zoning District Flood Plain Groundwater Overlay Project Valuation o 000 Construction Type AL7-f1c, - -i0,AS Lot Size zo kze. :At,l Grandfathered: ❑Yes ❑No If yes, attach supporting documeritation. ==: r z— j C Dwelling Type: Single Family lTwo Family ❑ Multi-Family(#units) CD -� Age of Existing Structure 4O� Historic House: ❑Yes Wo On Old King's Highway: ❑des No 4 Basement Type: gEull ❑Crawl 04,Walkout Cl Other I Z �f r Basement Finished Area(sq.ft.) — 0— Basement Unfinished Area(sq.ft) SOry r" Number of Baths: Full: existing / new I Half:existing O new Number of Bedrooms: existing 3 ! new of Total Room Count(not including baths): existing new S_ First Floor Room Count 3 Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric &Other P/20 Central Air: Aces ❑ No Fireplaces: Existing 6 New / Existing wood/coal stove: ❑Yes ANo Detached garage:❑existing ❑new size ��' Pool:O 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 Z.No If yes,site plan review# „ Current Use ' G o sr 'Co Proposed Use c 0' BUILDER INFORMATION Name__ Telephone Number — `J'�� — /0� Address yyS C o E-5% )B42-A SVGA License# e3/6, Home Improvement Contractor# /00i 3 Worker's Compensation# C 6 > 1 0 a G , t� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO f� SIGNATURE DATE — � �� , ti � FOR OFFICIAL USE ONLY PE-MIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS' VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME 2-11t 016 INSULATION FIREPLACE (. b ELECTRICAL: ROUGH --e FINAL zi PLUMBING: ROUGH FINAL GAS: ROUGH coO FINAL } FINAL BUILDING 7 t 0 a C DATE CLOSED OUT/. co ASSOCIATION PLAN NO. O } Parcel Detail Page 1 of 5 '�OF TtIE017 .I e2�'sr7r/ r � �tA55. w r '•'--L. -�- 'D lb�,. �y •o f Logged In As: Parcel Detail Friday,March 22 2013 Parcel Lookup Parcel Info Parcel ID.097-003 - I Developer(LOT 37 Location 1236 SMOKE VALLEY ROAD I Pri Frontage'393 -- - -- - - -- - -I Sec - -- " - - - Sec Road Frontage Village MARSTONS MILLS -- I Fire District rC-O-MM r Town sewer exists at this address;NO - -- I Road Index 11499— Y— ASbuilt Septic Scan: Interactive 097003_1 Map Owner Info Owner'STANIAR, G WADE&MARY C - I Co-Owner r — ~I Streetl P O BOX 886 - _ I Street2 City'OSTERVILLE - - YI State•MA- zip 102655 Country Land Info Acres;9.92 -� use Multi Hses MDL-01 I zoning R Nghbd,0121 Topography jLevel `-- - ---------- -- --- --I Road Paved �- - - --- ------ - - _I Utilities Public Water,Gas,Septic I Location Waterfront,Excel View,Rear Location �- Construction Info Building 1 of 2 Year'-- - - Roof 7- — Ext-- Built 11979 Struct(Gable/Hip �I Wall Clapboard Living'3331 I Roof i Wood Shingle AC!Central Area Cover Type I 1 SAS Style FA Ca e COd — Int Pldstefed - I Bed,5 Bedrooms I e GAR p Wall Rooms• F� a Model Residential Int Carpet I Bath 13 Full+ 1 H 'PT Floor. Rooms _ Grade CAverage - I Heat Hot Air J I Total,9 - Type Rooms F� stories;1 Story w/FAT I Fuel Gas eatF at"o�rPoured Conc. J Gross-------4 Area i Building 2 of 2 _Year,1980 Roof iGable/Hip Ext IWood Shingle— Built! Struct Wall http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=5259 3/22/2013 i Parcel Detail Page 2 of 5 Living 1092 " i-"I Roof lWoodShingle I AC Central Area Cover Type Int Be Style Colonial I Wall Plastered _ I Rooms 3 Bedrooms Int Bath Model I Residential I Floor Hardwood I Room --- I 2 Ful—l+ 11H e WE e yTotal WOK t 1 _4Grade iAverage Plus Tpe Hot Air Rooms 5 F� Heat Found sen ti 1 7Gasstoriesr2 Stories Fuel aonTypical 4 Gross 2081 Area Permit History Issue Date Purpose Permit# Amount Insp Date Comments 12/27/2005 Detached Garag 89298 $75,000 11/9/2006 12:00:00 AM 9/26/2005 Dwelling 87099 $250,000 11/9/2006 12:00:00 AM DEMO DWLG 3/24/2005 Finish Basemnt 82932 $34,944 4/4/2006 12:00:00 AM 10/1/1979 1 IB21755 $0 11/15/1981 12:00:00 AM OS BT/HOU Visit History Date Who Purpose 6/10/2008 12:00:00 AM Nancy Finch In Office Review 6/8/2007 12:00:00 AM John Greene New Construction 11/9/2006 12:00:00 AM Martin Flynn Bldg Permit Completed 4/4/2006 12:00:00 AM Martin Flynn Bldg Permit Completed 3/29/2006 12:00:00 AM Paul Talbot Meas/Est 3/2/2006 12:00:00 AM Martin Flynn CALL BACK 4/12/2005 12:00:00 AM Gary Brennan Meas/Est 3/3/2005 12:00:00 AM Gary Brennan Cycl Insp Comp 6/8/2001 12:00:00 AM Paul Talbot Meas/Listed-Interior Access - Sales History Line Sale Date Owner Book/Page Sale Price 1 12/17/2004 STANIAR, G WADE&MARY C C175372 $3,775,000 2 12/28/2001 SCOVILLE, ROGER D TR C163831 $1 3 7/30/1997 BURNES, RUTH C C145298 $0 4 10/15/1991 BURNES, RICHARD M C124652 $100 5 1/15/1991 BURNES, RICHARD M C122483 $1 6 5/15/1979 1 BURNES, RICHARD M IC78128 1 $0 7 Assessment H_istory Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2013 $366,300 $100,400 $177,000 $2,411,200 $3,054,900 2 2012 $374,400 $94,500 $179,700 $2,760,200 $3,408,800 3 2011 $432,900 $37,100 $180,600 $2,760,200 $3,410,800 4 2010 $432,900 $36,400 $250,200 $2,760,200 $3,479,700 5 2009 $508,300 $40,500 $273,800 $2,959,300 $3,781,900 6 2008 $858,400 $37,900 $223,000 $3,082,200 $4,201,500 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=5259 3/22/2013 Parcel Detail Page 3 of 5 8 2007 $768,000 $16,800 $219,000 $3,082,200 $4,086,000 9 2006 $825,500 $10,200 $81,800 $2,760,800 $3,678,300 10 2005 $762,400 $10,300 $391,900 $2,133,100 $3,297,700 11 2004 $676,800 $10,300 $397,000 $1,440,600 $2,524,700 12 2003 $508,700 $10,300 $34,200 $1,739,000 $2,292,200 13 2002 $508,700 $10,300 $34,200 $1,739,000 $2,292,200 14 2001 $494,100 $10,100 $34,200 $1,739,000 $2,277,400 15 2000 $461,800 $9,500 $35,500 $1,125,500 $1,632,300 16 1999 $461,800 $9,500 $35,500 $1,125,600 $1,632,400 17 1998 $461,800 $10,400 $35,500 $1,114,600 $1,622,300 18 1997 $449,500 $0 $0 $1,107,600 $1,607,200 19 1996 $449,500 $0 $0 $1,107,600 $1,607,200 20 1995 $449,500 $0 $0 $1,107,600 $1,607,200 21 1994 $388,000 $0 $0 $997,300 $1,429,700 22 1993 $388,000 $0 $0 $1,022,100 $1,454,500 23 1992 $441,400 $0 $0 $1,107,600 $1,599,400 24 1991 $476,400 $0 $0 $1,843,200 $2,384,100 25 1990 $476,400 $0 $0 $1,843,200 $2,384,100 26 1989 $476,400 $0 $0 $1,843,200 $2,384,100 27 1988 $397,400 $0 $0 $773,200 $1,224,600 28 1987 $397,400 $0 $0 $1,418,100 $1,869,500 29 1 1986 $397,400 $0 $0 $1,418,1001 $1,869,500 Photos Xv El i..'.` ,.i- ...rah49 •A y�� Q , � - - ,�- Ail, _ 44 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=5259 3/22/2013 ��, ��`. � �b "'.fir .,•'�t y. 'ti � r ��s 1� ~� f ram-+ ►�. �.. r:Y i'�a! �,;� :��_ `'�� '�T "�■.., �o\ '�;• ,����1�'�.," ice. Qe Parcel Detail Page 5 of 5 4. x x, r .1i�yll'irfr• iih�`� http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=5259 3/22/2013 Olsfirville House Rental: 236b Smoke Valley Road I HomeAway Page 1 of 8 �) KICKSTART THE CASH BACK with rwie a+� IIXPRfSt , Annual Teims and Reseiclions apply. Traveler Login Owner Login(/haod) Help 1--ul—st Your Property(https://www.homeaway.com/order/benefits?icid=IL_O_Text top_nav_link) ` Back to Search. _.FavorAes L Search 223613-Smo a Valley Road vacation Rentals(/)>World(/vacation-rentals/world/r1)>USA(/vacation-rentals/usa/r1734)> Massach6setts-(/vacation-rentals/massaclwsetts/r1111)>Cape-Cod-Uvacation=rentals/massachusetts/cape-cod/r101) Osterville(Natation-rerntalstmasaaehysctt</n�t.rYuArr7ram>Rcntal1?11R97 __ _.- Corltactthe�ager p I Overview i Photos r Ma ;I, Calendar Rates Amenities Kinlin Grover Osterville ig Per week(U SD) $2,000-$3,800 First Name' `4 Bedrooms 3 F Sleeps 5 I Last Name• Bathrooms 3 Email Address _ I r � Country Code' I US&Canada �� r) ' Phone Number Arrival Date I Departure Date Photos and Description of the Osterville vacation Adults Children { house rental I i Message to manager Spectacular three bedroom Nantucket style cottage located on a hill over looking I I Spectacular three bedroom Nantucket style cottage located on a hill over looking Warrens Cove This prestine cottage has been newly renovated with meticulous (Max 500Characters. detail. The property has two decks that overlook the water and a 40 foot dock which 500 characters is great for boating remaining.) l I � e1ldEmall fishing, etc.The main level has a beautifully appointed living room with fireplace, dining area, fully equiped granite kitchen, half bath and laundry room. The upstairs By clicking'Send Email' I with two bedrooms, (one with twin beds and the other queen)with spectacular I you are agreeing to our i Terms and Conditions views and (!info/about- us/legal/terms- conditions) http://www.homeaway.com/vacation-rental/p3211621 3/22/2013 Ostrville House Rental: 236b Smoke Valley Road I HomeAway Page 2 of 8 a full bath. The lower level has a large bedroom with a king bed, full bath and a walk out to the back. This private get away offers peace and relaxation as well as Speaks English unbelievable views. The property includes deep water access to Nantucket Sound. Telephone: There is an +(888)485-7208 ext. 106-3657 elevated terrace with centered firepit surrounded by handsome stone walls and This adveRiserhas been with looks out to 180 degree beautiful views. In addition there is a hard surface private tennis court. hromeAwaycom since 2010 J Payment— j More Details Methods I Before paying contact the owner to confirm payment Overview Photos I Map Calendar Rates 1 Amenities t details. Add Note Add notes to remember what r` you thought about this ProPenY' F j Add Note i X. �1�- 70 tlll�{illl cQ�O� I � k�• �. �,�r�,„�r�„ ' a s1'i�� ��.9�•.ft � �',r ' i I .gyp ,� t�!ri�iitt ,i i http://www.homeaway.com/vacation-rental/p3211621 3/22/2013 Y air, g � 9r, y. j2 lain: ill ease less ores Arai 111 fMf� �Ili1,9� a ION, MAN 0 as®�b fi�i& il!g6 � 8f"i��� a 10 Illy wm t inio of :;- ,Ill: ly b•R ��pii � � ■ i ��.�ri full aria ���; tfsF� f ' i •Ostgrville House Rental: 236b Smoke Valley Road HomeAway Page 4 of 8 q s i ar Email MawkU Overview Photos Map;! Calendar Rates I Amenities+. t 1 r`r;� /' r (Jj 7 tvadot1 d Much .f PonU i `l- 1 _�• �,b�j(�, I.i r I'Pa{-i p° esh Pond ♦ �J r ! -�T n h ! „�►16 4 t� ' �r Mau.St Lovolb y:2B' - �- �•�_' ., b'^ Q'C •p0-r 'C4mlb Ma6hpee �� t� 1l: n.• 'r 4'. v1Y L O I' s4 .. `t 2' o J�'.•' �1;� `.'`. $ 1 �l r a,•-' Q6`� acah r�'a��� y soy yA Ost�5�iyns` 41k Lowell Park % 4 •� ' , �Ypa' i �+; f -ca m/mans?II=41:644.856.a70.:_4033»7&z=F�&t=M&bb_8la_4U&ooale Email Matiaper m http://www.homeaway.com/vacation-rental/p3211621 3/22/2013 Osterville House Rental: 236b Smoke Valley Road I HomeAway Page 5 of 8 i Overview `' Photos i Map 1 Calendar I Rates Amenities U t—I Available (— Unavailable Special Offer Updated: Mar 21, 2013 March 2013 �. s(Sunday) m(Monday) t(Tuesday) w.(Wednesday) t_(Thursday) f_(Friday) s(Saturday) � � •-•------ 1 2 i I 3 4 5 6 7 8 9 i 10 11 12 13 14 15 16 17 18 19 20 21 22 23 E 24 25 26 27 28 29 30 31 i I April 2013 I , -+ s Sunda m Monda t uesda w ednesda t hursda f Frida s_Saturda I .....{.._�..__.__Y.). _-.5....._......._Y). ...{T�.�._-..�.Y.). ..-..M�.....-__-_.-Y) ._(T.-._.,..._.__Y) �.(.�.-_._Y.) ._.{.._..._.-._Y.). i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 i 28 29 30 i ? i _....May 2013... _..... .. _. ..... � i s{Sunday) m{Monday) t(Tuesday) w(Wednesday) t(Thursday) f(Friday) s(Saturday) I i 1 2 3 4 5 6 7 8 9 10 11 i 12 13 14 15 16 17 18 I 19 20 21 22 23 24 25 26 27 28 29 30 31 i June 2013 s_.{Sunday) m_.(Monday) t(Tuesday) w(Wednesday) t_(Thursday) f(Friday) s(Saturday) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I I ' I 16 17 18 19 20 21 22 23 24 25 26 27 28 29 i 30 July 2013 t s(Sunday) m Monday) t_(Tuesday) w�1Nednesday) t(Thursday) f(Friday) s,-(Saturday) ' 1 2 3 4 5 6 7 8 9 10 11 12 13 44 48 48 44� 48 49 20 24 22 23 24 26 26 2.7 28 29 39 3-1- August 2013 i s(Sunday) m-(Monday) t(Tuesday) w(Wednesday) t•(Thursday) f(Friday) s(Saturday) l -.-_...._. 4 2 8 i t 4 8 8 . 8 0 48 44 42 43 •14 46 46 -4 I 48 49 20 24 22 28 24 i I 26 26 2- 28 29 30 31 i September 2013 ' s Sunda,, m_,Monda t.,Tuesda w.,._ednesda.. t_Thursda f.Fnda,. s_Saturda � ! 1 2 3 4 5 6 7 http://www.homeaway.com/vacation-rental/p3211621 3/22/2013 i i .Ostgrville House Rental: 236b Smoke Valley Road HomeAway Page 6 of 8 September 2013 s Sunda m_Monda t,Tuesda w ednesda, t_Thursda f Frida s Saturda � _..C.,._...-_.Y) ._..(........._...Y.) ...(......_.-...Y) .......M(._..._._...._._._Y). _.(_....�._._.Y), ..(...._.._.Y). ...-C...__._._.Y.). 8 9 10 11 12 13 14 15 16 17 18 19 20 21 j 22 23 24 25 26 27 28 29 30 October 2013 s.,(Sunday) m(Monday) t(Tuesday) w(Wednesday) t(Thursday) f(Friday) s(Saturday) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 j 27 28 29 30 31 I November 2013 s(Sunday) m..(Manday) t_(Tuesday) w(Wednesday) t(Thursday) f(Friday) s_(Saturday) 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 l I December 2013 t ; s..(Sunday) m(Monday) t.(Tuesday) w,(Wednesday) t(Thursday), f(Friday) s(Saturday) i I 1 2 3 4 5 6 7 I 1 � t j 8 9 10 11 12 13 14 j 15 16 17 18 19 20 21 , 22 23 24 25 26 27 28 29 30 31 i January 2014 j s_(Sunday) m_(Monday) t-(Tuesday) w(Wednesday) t(Thursday) f(Friday) s(Saturday) 1 2 3 4 1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 i 1 1 I I i February 2014 j I s Sunda m.,Monda,. t Tuesda,.. w ednesda t hursda _ f Frida s. Saturda, i i 1 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 i 23 24 25 26 27 28 I I � i I i 'EInaiMSnapeh' Changeover Day: flexible 1 ' Overview i Photos Map(� Calendar Rates'} Rmenitles I http://www.homeaway.com/vacation-rental/p3211621 3/22/2013 'Osterville House Rental: 236b Smoke Valley Road I HomeAway Page 7 of 8 Rental Rates for this vacation house rental in Osterville, Massachusetts Rental Basis:Per property Rental rates quoted in:US Dollar Approximate equivalent in: select currency I I Weekend Minimum I Rate Period Nightly Night Weekend Weekly Monthly Event Stay I May 4 2013-Jun 28 I ' � 2013 , I I I $2,000 I i ! 1 Week I Jun 29 2013-Aug 30 I 2013 ( I I $3,800 ( I I 1 Week Aug 31 2013-Oct 25 I I I I $2,000 I I I 1 Week i 2013 ` Notes Non-Refundable Reservation Fee: 100.00 i I t i I i I Enudl Nlanape � Overvle�i'i Photos .Map Calentlar Rates Amenities i Accommodation and Amenities for this vacation house rental in Osterville, Massachusetts j Property Type: house — y� i General: Clothes Dryer Parking j 1 Kitchen: Dishwasher Microwave Bathrooms: 3 Bathrooms Bathroom 1 - Bathroom 2- Bathroom 3- Bedrooms: 3 Bedrooms, Sleeps 5 http://www.homeaway.com/vacation-rental/p3211621 3/22/2013 'Ostarville House Rental: 236b Smoke Valley Road HomeAway Page 8 of 8 Entertainment: Television Outside: I I Outdoor Grill — Boat Dock �Eli►aftvlanaUer A Site Map (http://www.homeaway.com/info/sitemap) Media Center(http://www.homeaway.com/info/media- center) Affiliates (http://www.homeaway.com/info/affiliate-program) Help(http://www.homeaway.com/info/contact -us) Find A Rental (http://www.homeaway.com/info/travelers) About Us (http://www.homeaway.com/info/about- us) Homeowners (http://www.homeaway.com/info/homeowners) Investors(http://investors.homeaway.comn Careers(http://www.homeaway.com/info/about-us/career-opportunities) Security (http://www.homeaway.com/info/security) Use of this website constitutes acceptance of the HomeAway.com Terms and Conditions(http://www.homeaway.com/info/about-us/legal/terms- conditions)and Privacy Policy(http://www.homeaway.com/info/about-us/legal/privacy-policy). ©Copyright 2006-Present HomeAway.com,Inc.All rights reserved. http://www.horheaway.com/vacation-rental/p3211621 3/22/2013 r 6 s 2006 JAN 40' 10: 53 oa —Edge of O ____ Solt Morsh L "VtlSI{� 5� e // \ � ,,,, . AIL All o / t sty If 2 sty w/r /So/ f / Cottage Dwelling f --- _ New oncrete ___-___ - _. Foun ation ,. \ Resource Line Flagged #236 Ed�tar by ENSR APRI03 \CIO" Solt Morsh \ / Ali i \ N59'5110"E 365't tl'' iILLNIF Worren Corstensen Trs. C119621 SASS'S ,./ i,' AL ZONE: RF Area (min.) 43,560 SF (87,120 RPOD) / rl 1 ti FLOOD ZONE: Frontage (min) 150" Width (min) — Zone A11(el.11) & 8 / Setbacks: Community Panel No. t'+ P3 Fran 30' #250001 0018 D `O Side 15' July 2, 1992 '"'' / " Rear 15' 2 OVERLAY DISTRICT: 11110y l Lot 37 ti AP — Aquifer Protection District °' / 9.92t Acres (Total) W l GP — Groundwater Protection District / 3.95f Acres (Upland) As Shown on Pion Entitled "Revised Groundwater Protection / / Easement j n� OverlayDistricts" Aril, .1993 / / I ! L=56.29' AM 3 z — p / / _ R==\41.,38' \ w / 843323„ Add co ASSESSORS REF.: Map 97, Parcel 003 85 e,7,�•._. ea 0� . .. O� A168,5 4 :+oF,� 1 certify that the new foundation �0c:rol o�a� s9�y shown hereon conforms to the RtCHAIRD G„ setback requirements of the 3 R. PLOT PLAN IH34312 X � Zoning Bylaws of the town 09 ✓-`i4312 Pv of Barnstable. _ _ _ - IN --` BARNSTABLE, 2G fAit/D& rafess nd Surveyor Date (Osterville) NOTES: MASS. 1.) The structures shown were located on the ground DATE: 251JAN106 SCALE: 1"--120'0 60 120 240FEET by conventional survey methods on (or between) 281JAN103 & 24/JAN/06. C PREPARED FOR: 2.) The property information shown hereon was G. Wade Staniar compiled from available record information and P.O. Box 712 does not represent an actual on the..ground survey. Concord, Ma. 01742 3.) This plan is not for recording and is not PREPARED BY: to be used for construction layout or deed CapeSury description purposes. 7 Parker Road Osterville MA 02655 DWG #: C280-2gl FIELD BY. WHK/MDH/JPM (508) 420-3994 / 420-3995fox IKE r he To win of Barnstable MASS.LEP Department of Health Safety and Environmental Services ,a59. .� Building Division 367 Main Street,Hyannis,NIA 02601 Office: 508-8624038 Fax: 508-790-6230 PLAN REVIEW Owner: It SA ala ,G - Map/Parcel: 603 a Builder: e_� Project Address: C . The following items were noted on reviewing: !nJ c' YQ C7►(mac �— J J Reviewed by: / Date: 4 r / pact!' 19° W 6T. w000 6(AIK HA66 DATA wat I. ' �� wm0. ' D I 2tL° AD . j wow L."T =1 T. Woov i n —=tS w"PAra, i i i neck iseww j i Staniar Guest Cottage 08.18.05 F1 .2 236 Smoke Valley Road Osterville,Massachusetts Second Floor Furniture Layout Plan baV• ' � I O at � r L J I -- � — i . I I aroo �. kl GAS DllJlu j W009 I I j r�' I / oYZREO Po96N , Staniar Guest Cottage 08.18.05 F1 . 1 236 Smoke Valley Road Osterville,Massachusetts First Floor Furniture Layout Plan Nrw GNIuuK uutN 1gD pare xarr YAIIEE ' EIpQW/ 88 . 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O II i .,4af Saw /4 i b I� 16 Mig*offD DaoIC YAWSS' 11d61kD Kot!L&!2 4FEr-K PJATO..,Vhl!ZL(�L ' Laded 19 5E uLfEP-�ELEYATiodS) f O Staniar Guest Cottage 08.18-0 5 A4.7 236 Smoke Valley Road Osterville,Massachusetts Interior Elevations o'er t ILL —< -- �� � �f,7 Tl6Ir° IFRrNE SAcuse � Hard 2 I�rd Staniar Guest Cottage 08.18.0 5 e �j 236 Smoke Valley Road Osterville,Massachusetts 1 ,�.V Interior Elevations i i rj - A, 010 O I. I' I CgeaDnotaD o�sn% 18° 94�51ak8A5F IB° wxlsoep- DRYER YJI.ER"gEV14ACpED51aK ICo�LE� "po�tp�lr' (tlrltxg Ga1PiER-UbRv.:t`IATE UEPTFI) K-7oi3-8 Pel1� /IaJ�IvQY rq-�-F o�►tkY/�A jpFYY I LAVAToR( O UVATORY Staniar Guest Cottage os.ts.os A4.5 236 Smoke Valley Road Osterville,Massachusetts Interior Elevations • ' I � }�irSK�pf P,olpO ��4�N►do4adY wl PEav I i...,_� p e t I` " - p w�1 aE 9 9 i 4 15Lbr�D ISlbr14 - i5LAt P (DLL[daD i Staniar Guest Cottage 08.18.05 A4."t 236 Smoke Valley Road Osterville,Massachusetts Interior Elevations cpoW0 8 8otA 3o tlwD M"t - .1� �. I� { i Ix i `. i •c �ri �IK I Ix ��{ ,i I f L _._.i — — — — 1 1 • i X —tloo'T�7 i I 1,�-_� I •� 1 i -71 o-; 1� IS'' 30•— IIyE IB" -3a''r Z�nL1ZY5d5ea ._._.._—..� + � n ' I�t ' p-0 _3L�L.5. D' 5,0K SE ?4 D15�WA34f- 31 REf.. 3o"ro B' � ptxl,rlc� — 2 �It��l��l - 3 Kltc,?1Erl oeg,,lE15 51-6wJ F PI T1a1nL FFAMED -_DEADEP I11561: EKFO6FP J,tk E5 Staniar Guest Cottage 08.18.0 5 /� 236 Smoke Valley Road Osterville,Massachusetts AT. Interior Elevations -i... ipAftl) TAM" D;rIu1� LIVIOG cr:Wrs�T,: ............ — - .,-,BEFD HoI?.D BEa08DsRD j od 5'A10� C7 _ . pl:JDOW SEAT WfD?AJFF BELOW 2 l_;V;ak - I DifJ;*iCr Staniar Guest Cottage 081805 A4. 236 Smoke Valley Road Osterville,Massachusetts Interior Elevations yy - i I .._ ._........__L .• EL 8'!off YRnFJ.E �5'pEEP G 111L6 _ �od g�duo9 LOYIJ&$WA aJLY� ---- 6 BEAM T9 A err E�Dj seE of{r,t - F' -A ! oMI ro I PA ;lE dl LAOLUD� ' I �0R 461N40L TT ,: "� �---• r i i ��� i 1 , I� � kip.__- t=—a ' I'��iD� '- — I> ��=,�� i O j I- '4''Ilyr i -- 6J5ioa WOOD NUJ rEI ----- WI APL tf ITE41 OiLI�G Staniar Guest Cottage 08.18.05 A4. 1 236 Smoke Valley Road Osterville,Massachusetts Interior Elevations I • Ix(o ARB �v0..D. i ( ,I�toy1HQ1.0(PI 3No ( (tueNw�Wogt - I 4x4f Fvf !j ! Mi u• \\ WI I x 1941A ' hP�unn: I j AO i D . acv. - AIE Sf�Glh M�tirEl<_+-KAI�MA n tRIMMco � � v � 1.5 J471') �I.i-1IN W1G}f TRIM m i,I A i.1.4Aq FiR5U8FIMM1 "--- _ -..._ Ewc 9 itis�• ! —y -�'-•---= - .-.-� `tY7 eil 45ob e Is"o:6. t avrnm roa --4•DC16' Two m+.va�Ha - - Y+f FK7D9 PwfK I El8✓.1IIY+' I TRINMEp / i I,{ I (YIuSp xlBE� ! � 1 •; � .WIE;nevr•a I -s --��--- - f- YAew wulwva vrt mvcRse qqq� �U , i � piMWa Ua(IA/ tnN uD 9'Txe NNono bG.-✓o v.W.Swm Auv w / d8536 T•l.E%v�iU$VT 0.0wrwaf �' � �I.1♦nuc eua ^ PIDOR506HocR.EakV.O%Dr .pyBy1N_NFJD... � /EAIh114A�' .4. 'ANBSILL uu. � +•I�'+'1Yic+ti . ' � r✓i'.I'o' �' E,fNAOhfUd A' I' I.F4.vaw.7 nM 1•ntI—I Staniar Guest Cottage 058.18.0 i 236 Smoke Valley Road Osterville,Massachusett + + 091,MI4 »WGf1 K%gflcgPObeifDl Building Section-Through wing Al2 1.5 NiNUGVn�iNui 41.).� 1• I.Vq �--- � ------- - G(irt!)rtaarev�+�srvrtro�ver our rig[ i AAD Tong 4w 4"fAOrt bW L M,IRfIN tiPvdE,IAN9 DEUII- D iv,.•.rD• {31.IIWIN4 6,96TION TOFU COW WIW4 4111M,OFMOM) �si'�; ii I �\ Qlpu6FlGt AOTICYL( y 1.9.00 F%FtA% � - T-- --- . ' o ai I m I T.o•9op�,�3rt¢ v' I �.`I", � � Ijl�j� , I El.ed.1•IIY4' = L_l r-. -7 T•D•Ex&11� ; i SdBFWOZ i � � I l=flhi•�JfA I/� • i i - i ' ExKilah EXINtINL! e _Staniar Guest Cottage os.ls.os L , 2.4 2315Smoke Valley Road Osterville,Massachusetts Left Side Elevation 1 r---1 ' o cri g � 1 \ 4 As _a_a _ 1 _ a aLIn u vv } a i V i I �i i do° 40' - LL --=_-. -- -- - 1 EE —f {E_; J ._t Staniar Guest Cottage os.is.os A 2.3 236 Smoke Valley Road Osterville,Massachusetts Waterside Elevation ua_r_n^ r _ .. „r i ' I - I i l F. LI A ---- Staniar Guest Cottage 08.18.05 A2. 236 Smoke Valley Road Osterville,Massachusetts Right Side Elevation I/q•._t._p^ _ - I I I I I i L_l as o Ej.. Lcl ( , .....--f 01WO N1y N Af i i � I •4',I , ,I 1 wi• ". 1 Ge fit.. i i Staniar Guest Cottage 08.18.05 . A2. 1 236 Smoke Valley Road Osterville,Massachusetts Front Elevation 1/4'•=P-0" j 3••b' _ 'fi R•6�8� 4�TN9_ ------ 1 ,�h I OfA lino ,I°tb I rowu+r ' j a a AID ' � �•� i _ iWl — � I�IL _�la o-i Nlo �viair� koFwxu .`: 4r LU�g' i , .. Uxs'PPAIANR raw 9;I„ tl D* 6EVRDDM P -- WIrF 2�11 eh vrMx 9�6° . w 4-A rdJr— Ill '� %°I b r ..a=9' e —..1. N � r--,� ,m . ei; � ,✓ ,gib, - � � - f ! I ILIvy 14-8 I 7JlDFDOM � � WhIK IFl _------ 6,i°rz•pa.x� lyn WODp C Niup��; �(I W°av ,a, yECK "0�1" OOF Ta4AMED •TAAP FEiAi� ' fiV f— 3. 9=9'h 3 9'9& I I MIL Pww - i � 9D�8��Pu0 tBo4H Staniar Guest Cottage 08.18.05 j 236 Smoke Valley Road Osterville,Massachusetts A 1 .3 Second Floor Plan �•� _ 4'b�'B, _ 6TA18.2 '!n: I:IDS, U� NEW G wof 'd 1:0%,� pusj u2D.rA4 � � 11/p � 9 t v�ii'� 9!9 4i,'13D' �Y9 �1/ J tAnnay E.PADPAAE!/ �,/ / D A18R VEr 1AUYh O R•4DIa.p w Ir5 1%•) " �lil mot tlW Li, tim VWPAI( I I I I I It.tn. • Krm I � I 1y4. ✓ —11 I' N.j WAX I I FwMI Na A8A2rN C NA1 t ewD� — ia,"nnrMDw•xl. 1eunw° O T.A. E8 - NC HG t_-- 17Ii 1. 2�3�v A ti4° A' 4 s,vfA.NG I r 'D .rC I I ibibE N pG6BrWa hND.Wrc.Q- �ABH (n T- � N IAB W5(Dq T�inP.iW AIDrE )) WPna{W al!at1W l/ wwalat Nve PA°t+Nt .-'- !+r IIPO m � --1 86/�iTADluI[D�A, ' I . Axaruav rrAw +/� I 7�'N�N.slu. 7N7�V71W-(b- I s I I �I�ING Rho"6m-Vv I _bi'I�Icw PPVN(W eINA MAxvhANY I I oi��wN wD70 IiJlti �I\ ' I artwv.,eays Nlrvwai Imva�.n.o WAIAIe�AMO DF�BR - - -- - - - - I ' wwo Ewa my aau{ 41° ZDAB. � $D' IeEaD PDA2D 1'•. `4. ;.wa m.v, i. I f E/4�NAADI�AN'l D(t. I I YF WA%DI 'b t i4 2'G9B" 2'G'1jB ON I AURgN_NBAD.._.. I .0. 'AND SIW LI(, I aNl l I Cow" _ 15ui8r _I l 12- I lylt I masm Ir xnrml I I � Q- i ap'v Ip"r t0'D �91s• �� DDI� I I I l I( M �• j kl GAE Dluluy �00p I l WDDD(aNNAEv I _ � a iy:.s i j ��D amwrlea �D7ene ro" wD 01W avEA(7)�vPAWBrh WK�r 6D w pow a• F N a� l �LV1,.5Bb IB"D 'IDG I w r e.fXLE- /I I s5 Pf- t I.0Is7CDC raM7N D"Dtt(9� 1' I•r/a{ I � —�— —a-- - /1(//f')nvrsveu.l�+r�.ry ear _ ' t✓p p�4a` hllL �— — - lll//l Mm nner i I 0 It/12 l'�I Ivfra t�•� I �i� < @° 2, 2Vlb - I 2'638 2G>6 4l3/b Ib.. j B%Ihi•�etx '/ I MARdM tivvu.JANp vEAll. -f' "t- b O'9yi g^ 3'•94i A-''I -- —f— ' - •. E.WWO PaEh. ' I � OI . �xlhi.hEAI' 11BIC WIUDOWr AUD pDOFS AO I I walk UAD<AbR,W ,ft-wel 29 8 (10 6E 1FJMMet7 4 51fE wI� - -----'-----------..----- --- - ---------"-------j U OE raaoa{TkIIANFA W� 415[dBAO� wmt z"a+�,pwc-9ab,`/p"Muu(I71y Staniar Guest Cottage 08.18.05 A1 .2 V.,g4f6N9 AtO g o"M loiwgh IIAWAP•E: . 236 Smoke Valley Road Osterville,Massachusetts First Floor Plan �h1G. goo*Wr.ID Itto%A,,QN . _ outIPBPOM01E1`UMo 9'8_flEaDVEy,H Y — -- • •. �n FOUND/fI011AAr10; I J Olt I I i 'NEW MFGUJ it ku0 Or WA 9 rANV- i FIR IIEAfIIII+ V AIRGOUVIfIDNl11[t% �MIMIUA 0 �zietlNc, �andMeril �- '� SpoN(a HEW 4'400t O/M9 00 ! n i G NIL Mf VAPOR WAV c. a ,PoaK urw 4'emwTc6ue — lFD.9AB TGYs'mrtaw 6.0,wur. I — O jc"OB 6 Nip FOGY OW Aafft,x/I .• I . E.6fjM 7 $'iNlt6 DWN IWiUOA(�ON rang[,. I pwur(rr.•5gE DETAIL I II U/ L— tom Of j ��Be1N luhPSt�(ib°D)' I i .FUNKS gAiN �—�I woewh E I I o --- L-- htN Ulf EXV1fAJr/ I FOUM�ION FOR EO. 2'b�0 i�, I ' I NEwwetww I. q;��h—,I I I 44" WOOD flmo — — — _— — _ O— — — — — — — — weer EXI9(1 ,PAClh r AQoyf -7 . 1 204 9'0 Staniar Guest Cottage os.Is.os 236 Smoke Valley Road Osterville,.Massachusetts A 1 . 1 Basement Floor Plan L-Z� FlooF 77 UP- -� 8fI6a _.IIALL .s.J. tueu,:Ai. • �RF,ew16 tZooF (ttP)). - • 40'1'9 tt'P.M 0ww .! P-IDbo 146164110 1,11110 C111,16. - Staniar Residence-Guest Cottage 3.09.05 AB/D 1 3 236 Smoke Valley Road Osterville,Massachusetts As-Built/DemoliLion Second Floor Plan YA llr 3'•4'�i' SE£1�O Flap- O.� L,JEJ S�IEUIES l� � n 1ZEMINE,lL ✓ �I'�(b._RVOPAr1E _BA1d � ��,C✓ 1 ct4.�r.1.¢ GARf'Ef Au�lI6E TAyKS cA' nLE i ``Pr' I,.IVIrl4 ¢tIfIP 9 kIE- - % . II'r li+ aPr. I i i WD. PLO •3'� s j BttM -- I Cj mJ Wr ! los;9'° Apr• PI0. DECK e,.dr.a�z' � rkrna• esand�buS ,sE�r Staniar Residence-Guest Cottage 3.09.05 AB/D 1 .236 Smoke Valley Road Osterville,Massachusetts As-Built/Demolition First Floor Plan va"=t'-Y' 77777777, p6t1CiE5„_O.EJAO.L.Iftpl] ........ DEMOLITION NOTES: A.The Convector shall be responsible for demolition procedures: A.Cleaning adjacent moss and retuning them to Web existing condition.prim to start of work, B.Removal and legal disposal of all loose contents mtd debris resulting from demolition ' ` operations. . C..Repair.if required•exterior tandscape m rnmm existing(Coordinate with Owen). . D.Repair,if required•boose finishes to match. ' Remom without damage,any millwork windows.doors•hardware and trim, fixtmea and fittings to be reused or roved per the Owner request Rd,,to AsBuilt/Dem udm Plans for additional mfmmatico. 09Nt6 OR tl _•-�_ _.. C. to Match. suRaw and openings to remain shall be palm IAI .._.... ed,finished end trimmed �l ~Pat1E1.5 • D.AB new wall surfaces and openings shall be trimmed to march existing.see specific finite.in spedfiotions i E Protect existing house interim not within scope of wmk from dust and debris as regaved, 4 Ptpt IV e • _.l5..T.,Prof.oG.lptsf5 nor ovt Noppvo OWMILI - 1�POV4 Nrn+�fd,KcoetrspvaiL Near hMpn?_ C.O.V6 -7 6�i 86taW'6.p.hpeK JpY�h) —— — i �c►four L I EkIMG;vXlE I. Aim b4oPal i=PK HEw W1 CDW _..1..e 8_0&.V_E eNukf_ � I , I I I - Rm . 1 Staniar Residence-Guest Cottage 3.15.05 AYJ/ L 1 1 236 Smoke Valley Road Osterville,Massachusetts As-Built/Demolition Basement Plan 1/4"=t'-V' Own Azf - :fiv -..,tip,. 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LIST OF DRAWINGS 08.18.05 SPIA Site Plan SiWOKE ETECTORS RE`dIEYvE SKI.] Sketch—View from Driv .PI.1-4 Photographs s DATE ABI.I As-Built/Demolition s t P E BUILD NG DEPT. AB1.2 As-Built/Demolition First IoorPlan AB1.3 As-BuilUDemolition Seco d Floor Plan A 1.1 Basement Floor Plan FIRE DEP.4R I MENT DATE A1.2 First Floor Plan A1.3 Second Floor Plan BOTH SIGNATURES ARE REQUIRED FOR PERMfl71N10 ,r:. A2.1 Front Elevation A2.2 Right Side Elevation A2.3 Water Side Elevation s ,A2.4 Left Side Elevation A3.1 Building Section—ThroughPPORTT _ UPGRADE REQUIRED A3.2 Building Section—Through g A4.1 Interior Elevations—KitSTrAT.fng.aW6DING CODE REQUIRES THE'UPGRADING OF A4.2 Interior Elevations—L EDDETl'P.'nfORS FOR THE ENTIRE DWELLING WHEN A4.3 Interior Elevations.—Di' ty� A4.4 Interior Elevations—Ki Mb§E SLEEPING AREAS ARE ADDED OR CREATED. • A4.5 Interior Elevations—Pantry/laundry,Lavatory _ A4.6 Interior Elevations—BaNIOT . A�t,S�PARATE PERMIT IS REQUIRED FOR THE A4.7 InteriorElevations-M% ��L bN OF SMOKE DETECTORS—THE ELECTRICAL SIA Second Floor Framing PERMIT DOES NOT SATISFY THIS REQUIREMENT. S1.2 Roof Framing Plan ELI Basement Floor Electrical Layout Plan E1.2 First Floor Electrical Layout Plan E1.3 Second Floor Electrical Layout Plan Staniar Residence .. FI.1 First Floor Furniture Layout Plan F1.2 Second Floor Furniture Layout Plan Guest Cottage 236 Smoke Valley Road Osterville,Massachusetts Ill SALLY WESTON A S S O C I A T E S ""","L..fanning•Interior Design ao 00 222 North Street.Hingham.MA 02043 (781)749-8058.Fax(781)749.6486 t. t1 4 AUG. 29. 21)05,tMGN) '1.0:55 JOHN R ALGER 50842091 62 PAGE-2/3 Cb N BSsxa24 12-17-2004 11 s3l BAR"TABLE LAND COUMtT REG I 1, ROGER D. SCOVILLE, TRUSTEE OF BURNES OSTBRVU LE REALTY TRUST Udit declaration of trust dated Decembw 6, 2001 registered as Document No. 855757,ofBoston,Massachusetts,for consideration paid and in consideration of THREE 1VIILLION SEVEN HUNDRED SEVENTY-FIVE THOUSAND AND 00/100 ($3,775,000.00)DOLLARS,gttumt to G.WADE STANIAR and MARY C.STANIAR,not individually,but as Trustees of Staniar Family Realty Trust wader a writton Declatt;tion of Trust dated October 4. 1990 and recorded with the Bamstshlu Registry District of the Land Court as Document No. 518,832, of. Concord, Massachusetts (Mailing address: 695 Moutntuntt Street, Concord, MA 01742) .with QUXA"Cd.AIM CUVRNANTS, the land together with the buildings amd improvanents thereon situated at 236 Smoke Valley Road, Barnstable(Osterville),Bmmstabk County,Massachusens shown as Lot 37 on Laud Court Plan 5725-16(Sheet 4). Consisting.of 9.92 acres,mom or leas, Then is excepted from aid land the FEB in Smoke Valley Road 4aeent thm1o. Said land is subject to all matters appearing on Certificate of Title NOR. 1858,3810, 3996,4859,6323,25270,25271,26393,26442 and 27394. For title see Certificate of Title No. 163831. THE UNDERSIGNED TRUSTEE HEREBY WARRANTS AND REPRESENTS THAT T*M BURNES OSTBRVILLE,REALTY TRUST SET FORTH ABOVE IS STILL IN FULL FORCE AND EFFECT, HAS NOT BEEN AMENDED IN ANY WAY,THAT THE BERMCLaM ARE OF FULL AGE AND ARE NOT UNDEK 1 DISABILITY, AND THAT THE TRUSTEE HAS BMW AUTHOR3ZED BY THE BENEFICIARIES OF SAID TRUST TO ACUTE AND DELIVER THIS DEED. i ` I o AJC. 29. 21)05 (MON) 1 0:55 JOHN R ALGER 5084209162 PACE. 3/3 WITNESS m hand and seal this �,.� 4 y �._day of�CAIM �003. ty Trust By: gar D. Scoville.Trustee STATE OF (lY�stcakr.w He COUNTY OF S c,J w.. DATE: l}/d lOY Thm PMQNWY ePPexcd the above named Roger D.Scoville,Tmatoe as afotudd, and made oath that the lbregoing statements am hue and he signed the same ae his$ee ant and dead. before me 1v OTAR PUBLIC My Commission Expires: ss tuift IW0 astfttlj 0 tom-a-=t tsgad i u a 491938 INMO QWVI 310180" XVl ISIDK3 1.tWM 31"400V9 OD'000" Vts Ism 09,0164ttt toed IM "�fl R fpps� Big 1:91 1#1�43 1 9I939 IwW Wpr1 Am" 1 380M 3018 81138MMIN wworiveo�ar IQFQA PL ALW ft 0& ■�MIRr��10 �e reK•ar a1�MUt:MI1 ate o«r WMAr RNMO„ p 4` ' • f J U 6 f n G a , ' , U a Western Surety Companya a a c J 0 4 J W. LICENSE AND PERMIT BOND For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract,. ; f Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. J KNOW ALL PERSONS BY THESE PRESENTS: BOND No.L&P- 43244482 That we u of the 1 p wN of 6/ir n6-I-a P e , State of Mois<_&chvSeTfs , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of as Surety, are held and firmly bound unto the To ro of i r n s G- e , State of M0 ssu.,Gh use f : , as Obligee,in the �^ (valid only when a County,City,Town or Village is named as Obligee) amount of __i 111 e h 0 i),S&.nd DOLLARS($ 1 00- .(NOT VALID FOR MORE THAN$25,000) lawful money of the United States,to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF HIS OBLIGATION IS SUCH, That hereas, the Principal has.been licensed fi eP rf o -M.i f 236 .S1o&e allec, ka4 (', ( A-_, 11111e MR by the Obligee. NO,W�%O ERrEFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordi- nan ec�s�inclgffiRg ,_mendments),pertaining to the license or permit,then this obliga 'on to be void,otherwise to rem n`in ull�o,r'e na, effect for a perio comme.cing on the day of anel�e>dtng on'tl �';R day of � d1 1,unless renewed by continuation certificate. r y 4us bond may be-terminated at any time by the Surety upon sending notice in writing by First Class U.S.Mail fthe Obligee and t0f Principal at the address last known to the Surety,and at the expiration of thirty-five(35) day911komffi Aailing�9f notice or as soon thereafter as permitted by applicable law, whichever is later, this bond sh'all�tye, mmate.^a�r�d�te Surety shall be relieved from any liability for any subsequent acts or omissions of the Priricip IFAgardless of the number of years this bond shall continue in force,the number of claims made against this QKd;41nd '%Aumber of premiums which shall be payable or paid,the Surety's total limit of liability shall not tiv be cumulae from year to year or period to period, and in no event shall the Surety's total liability for all claims exceed the amount set forth above. Any revision Qf the bond amount shall not be cumulative. Dated this o7 day of U U f Principal Principal Count gned (where re uired WESTER U R , T Y M P ANY F By By Resident Agent Senior V ce President o ACKNOWLEDGMENT OF SURETY e STATE OF SOUTH DAKOTA (Corporate Officer) COUNTY OF MINNEHAHA }ss G r a On this day of ,before me,the undersigned officer,personally W a )peared Paul T. Bruflat ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY e MUMPANY, a corporation, and that he as such officer,being authorized so to do,executed the foregoing instru- ment for the purpose therein contained,by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF, I have hereunto set my hand and official seal. ' J W, o + s r D. KRELL 8 G VE NOTARY PUBLIC SEAL 4 'C a �SOUTH DAKOTA Notary ublic, South Dakota G My Commiss+ n E p es Nov mbe 30,2oos Western Surety Company• 101.S. Phillips Ave. ' c Form 849A-9.2002 Sioux Falls, SD 57104. 1-605-336-0850 ' d e il B ° ACKNOWLEDGMENT OF PRINCIPAL ° (Individual or Partners) F ° STATE OF ° ° ss ° F COUNTY OF . v e GOn this day of ,before me personally appeared a B ° 1 ° 1 e 1 ° 1 t e 1 ° known to me to be the individual_ described in and who executed the foregoing instrument and B ° acknowledged to me that—he_executed the same. B , n My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF ss COUNTY OF On this day.of ,before me, personally appeared ,who acknowledged himself/herself to be the of , a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein'contained by signing the name of the corporation by himself/herself as such officer. My commission expires , Notary Public ,f 1 fe L1� B• � B , B e Cd , F ® v. B B Z ZZ ; ce EVE T°�� Town of Barnstable r Regulatory Services j BARNS[ABLS. ' Thomas F.Geller,Director riAss. i fp39;.,6, Building Division I Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, -improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. ,,y Type of Work: /QLrr,fL A i-1ya5 Estimated Cost 7 7:() D • Address of Work: Z 3 G Owner's Name: /✓(2 t.c,�4 �' S T�N i g 2 Date of Application: Z h I hereby certify that: Registration is not required for the following reasou(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME EVIPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby a y r ermit as the agent of the owner: Date Contractor Name Registration No. • OR Date Owner's Name QIorms:homeaffidav Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 Data filename:CAProgram Files\Check\REScheck\#5060.rck PROJECT TITLE:Staniar Guest Cottage CITY:Yarmouth Port STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) WINDOW/WALL RATIO: 0.25 DATE:08/23/05 DATE OF PLANS:08-18-2005 PROJECT DESCRIPTION: 236 Smoke Valley Road Osterville,Ma. 02655 DESIGNER/CONTRACTOR: Rogers&Marney Builders P.O.Box 310 Osterville,Ma. 02655 Sally Weston Architecture PROJECT NOTES: REScheck by Cape Cod Insulation,Inc. #5060 COMPLIANCE:Passes Maximum UA=313 Your Home UA=303 3.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter -Value -Value U-Factor -UA Ceiling 1:Flat Ceiling or Scissor Truss 342 '38,.0 0.0 10 Ceiling 2:Cathedral Ceiling(no attic) 246 30,0 0.0 8 Wall 1: Wood Frame, 16"o.c. 1782. 110 0.0 106 Window 1: Wood Frame:Double Pane with Low-E 386 0.340 131 Door 1:Glass 60 0.330 20 Door 2: Solid 20 0.220 4 Door 3: Solid 20 0.300 6 Flooi 1:All-Wood Joist/Truss:Over Unconditioned Space 542 30.0 0.0 18 Furnace 1:Forced Hot Air,92.1 AFUE 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 Massachusetts Energy Code requirements in RES checkVersion 3.6 Release 1 (formerly MECchec4 and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 DATE:08/23/05 PROJECT TITLE: Staniar Guest Cottage Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] I 2. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ J I 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1:Glass,U-factor:0.330 Comments: [ ] I 2. Door 2: Solid,U-factor:0.220 Comments: [ ) I 3. Door 3: Solid,U-factor:0.300 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,92.1 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. i 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 Us).air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ) I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. r Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Run_outs Temperature(F) Up to I" j1p to 1.25„ 1.5"to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pige Sizes Pin' System T e Range_j Fl 2"Runouts 1"and Less 1.25"to 2" 2.5,to 4„ Piping Yam- R� Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) & O Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Reqistration: 100134 Type: Private Corporation Expiration: 6/9/2006 ROGERS & MARNEY, INC. Charles Rogers P.O. BOX 310 Osterville, MA 02655 Update Address and return card.Dlark reason for Chang Address Q Renewal ❑ Employment ❑ Lost Card DPS-CAI 0 50M-04/04-G101216 lie �omincarccueall�i a�./Cla:>vac�iu�etiii . Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 100134 Board of Building Regulations and Standards One Ashburton ce Rm 1301 Expiration: ;619/2006 Boston,bla.0 9 =Type:_Private Corporation ROGERS&MARNEY,INC. Charles Rogers 445 WEST BARNSTABLE ROAD Isteni lle,MA 02655 Administrator Not valid wi out signature � 43fv-Rapt��E1� License: CONSTRUCTION SUPERVISOR Number: CS 016174 Expires: 05/07/2006 Tr. no: 23796 Restrtcteci: 00 . CHARCES D ROGERS PO BOX 310 OSTERVILLE, MA 02655 � Acting Cdinmis4ciner • ri Op IMFlp� Town of Barnstable Regulatory Services • • BARvSTABLE. v MASS._ m Thomas F.Geiler,Director s639• 0ru�° Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, Nt-k 02601 Office: 508-862-403S Fax: 5OS-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ✓"�2_ LU40/- Si4,-j 1,4 , as Owner of the subject property- herebyauthonze ROGERS & MARNEY, INC. to act on my behalf, in all matters relative to work authorized by-this building permit application for (address of job) • �� S/'�p/t� C/-�L L Signature of Omer Date /Al,2 S r,4.•��.gi PrLnt \ame I • i Q:FO R-\(S:O`,'.'NE�nPER.\IISj[ON QFFICE USE ONLY ROPERTY ADDRESS: I,CULATION FOR PERMIT COST TYPE OF ROOM ETC NO 2� , �7X 2 p j 6 9 3 A 0 ADDITION ALTERATIONS 5 4- = 3 5 ,1} t) BATH 22 BED ROOM 2 a l CERTIFICATE OF OCCUPANCY 0 0 COMPUTER ROOM �, _ 2 S 9 3. - 3 9. 4 DECK OPEN WITH ROOF DEMOLITION DEN DINING ROOM FAMILY ROOM FIREPLACE FOUNDATION ONLY GARAGE NO. OF BAYS GREAT ROOM KITCHEN LAUNDRY ROOM LAUNDRY ROOM LIVING ROOM MUD ROOM. _ OFFICE PORCH CLOSED PORCH OPEN REROOFING. . SHED . : .. STORAGE AREA ' SUN ROOM HEATED SUN ROOM UNHEATED SWIMMING POOL ABOVE G.ROU D SWIMMING POOLING . UND— WINDOW REPLACEMENT FNDERSON ENGINEERING Fax:781-834-6253 Sep 21 2005 17:34 F.02 ANDERSON STRUCTURAL ENGINEERING, INC. 764 PLAIN STREET MARSHFIELD, MASSACHUSE7S 02050 781-837-6949 FAX 781-834-6253 September 21, 2005 Mark 2eoli Roger!; & Marney Inc. 445 W Barnstable Rd Csterville, MA 02655 Re:OS-i 49 Staniar Guest House 236 Smoke Valley Road Osterville, MA 02655 Dear Mark, we hove reviewed Sally Weston Associates structural drawings for the above referenced project and we will be providing structural design and consultation for the construction. Any modifi..;ations to the drawings will be forwarded to you as soon as possible. If you need anything further regarding this, please let us know. Sincer+ply, Rob r-Adams Of Copiei to: Sally Weston-Sally Weston Associates File #NDER30N S TaueTUPAL. No.21813 P`pF ME Tp�� The Town of Barnstable 'I BA MAS,%.LE.D` Department of Health Safety and Environmental Services I MASS. 0 039.'�0 pfFo MAC° Building Division 200'Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection E Location CC, Smu(<E-L)P E...l� Permit Number a ` Owner Builder �D �'o'S f —,C� T I One notice to remain on job site,one notice on file in Building Department. The following items need correcting: `TF &r tp roc /s 70 . �E A L-c `i Ao Please-cali----50&86-2--4948-€er-�®-i s Inspected by, Date 1 '1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ) Permit# Health Division ( , " / l g'� /36&' !� S' �' '�'`�' Date Issued Conservation Division /�I' �L � Application Fee aim 110 SEPTIC SYSTEM MUST BE Tax Collector INSTALLED IN COMPLIANCE Permit Fee �75-,J 7 'Treasurer (� 1� WITH TITLE 5 ENVIRONMENTAL CODE AND ,r Planning Dept. , TOWN REGULATIONS �•, CD ZF Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis �f W CID Project Street Address .23 Sao k_-r v_-9 L-z. v Village N l\ � r Owner //L12 S Address Telephone SOS- Permit Request 7Y96 G Square feet: 1st floor: existing 3 0ov proposed_eo.'7> 2nd floor: existing proposed -1�5 —Total new — Zoning District Flood Plain Groundwater Overlay Project Valuatior?1 '7S oec__,0D Construction Type /Ur w Lot Size 9. 7,,2 Grandfathered: O Yes <NNo If yes, attach supporting documentation. Dwelling Type: Single Family A& Two Family ❑ Multi-Family(#units) Age of Existing Structure Z6 ve-S Historic House: O Yes No On Old King's Highway: ❑Yes No Basement Type: Q�EWI Cl Crawl ❑Walkout O Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 3ooy Number of Baths: Full: existing 3 new Half:existing 7 new -- Number of Bedrooms: existing S_ new 9E�— Total Room Count(not including baths): existing new b First Floor Room Count 8 w' Heat Type and Fuel: 'EW_�as O Oil ❑ Electric ❑Other 1. Central Air: GYYes ❑No Fireplaces: Existing �_ New .. Existing wood/coal stove: O Yes tko f, _,�� Detached garage:El existing W new size 2 y,,2 Pool:O existing ❑new size / Barn:O existing ❑new size � Attached garage existing ❑new size 2YXc2.5'_Shed:❑existing ❑new size /�Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial O Yes A�,No If yes,site plan review# Current Use- Proposed Use RX s BUILDER INFORMATION Name C/f�si2�GS L�_ IZoG A.L. Telephone Number 5�8-- �a 6? �- Doti Address �yS LoE=5 i /341zev5��« � License# O/(l2 y Home Improvement Contractor# /00 Worker's Compensation# 60 e- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 12,1« a�- FOR OFFICIAL USE ONLY PE.�MIT NO. y. s DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE T OWNER DATE OF INSPECTION: FOUNDATION FRAME v INSULATI(� s , l FIREPLACE ELECTRICAL: r ROUGH FINAL = PLUMBING: ROUGH FINAL • GAS: ROUGH FINAL FINAL,BUILDIN 6q Q DATE CLOSED OUT, y ASSOCIATION PLAN NO. r � , ,s �cNJ° �oa yk `�.D � 5 _ G �1 1 L4J Lli � Q � J Q 7Z E M Q LIJ O /( � m �L z J ! a �e e•S J •.a F + � M S �Y w ' I I �� 1 I � •I Ili I I(I III!I I i►ii f l Illi� ;! ;i � I,i I I I'I O I �� ICI; �; �j� ►� II �kil I't O I'ilr I I ili 'ij;Ili�IlIIiI it I!;. i I , I ''. Q it'll j ;II III 'il'lII til `.j i I W I °III ji I 'il!! I I W i I I Lul II Ill j;l ; i, ; II I Lu ;� j ii I �,! !�1►, illl . I; I i ►.!j. II _ �I I i I'II jij� CC i I O QD oc III I Illtl(I II i Q i I I � a,I C a R L `m c fr 9 EN � SQ W Q L ?AI 1-4 f w Q o i 1co � si r I JI N OSy 9 Q N t I I z: p To< • 1 � a�; I I C= I I I O T 2 °` f 6 I �' S • 0 'J 6 c•� Az g 3'=I dc r. a Q•o- - F y o Jai M G v L SF o a ,ar op 5L z Ll °R s v J Z ' 3 � I o � V tl �•S at s° 1 z 1 a o � >' t d °• ) 8- d � a� S Q V.• r 6 � \ ] gg ] e CL p� M p c q O T T d d j-- •- - " - •m d a c.tc T z o� �.i ' o= "T 'm o Board of Building Regula ons and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Reqistration: 100134 Type: Private Corporation Expiration: 6/9/2006 ROGERS & MARNEY, INC. Charles Rogers P.O. BOX 310 - Osterville, MA 02655 Update Address and return card.Nfark reason for chang Address F1 Renewal n Employment Lost Card DPS-CAI 0 50M-04104-GGIO1216Q ✓iLe TOO IIL1YNYlLIUCILGG/L 4�✓IGRkS�C/Ll[�aS -\ Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: R=..6/ Board of Building Regulations and Standards One Ashburton ce Rm 1301 06 Boston,N1a.0 f Corporation ROGERS.&MAR Charles Rogers 445 WEST BARNSTABLE ROAD p� � "' Z9 1sterville,MA 02655 Administrator Not valid wi out signature '— - ✓ x RddJtci {IGAE&AE'1'64S'" License: CONSTRUCTION SUPERVISOR I: Number: CS 16174 Expires'05/07/2006 T no: 23796 RestrlcEed: 00 . CHARDS D ROGERS PO BOX 3 OSTERVILLE, MA 02655 PA Acting.0 mis oner . •r OF�HE Town of Barnstable fps o , Regulatory Services % BaFi��BLZ ' Thomas F.Geiler,Director 1b39' Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME LYIPROVEM N_T CONTRACTOR LAW SUPPLEMENT TO PERIUT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type of Work: j�f u i �bNsr2�t�io-J �.¢,?,g CA Estimated Cos 7f OOa e'� Address of Work: 2 �/✓16�� (��LLB`� PZCiA� Owner's Name: S T�/ems 2 Date of Application: I hereby certify that: Registration is not required,for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner puling own permit Notice is hereby given that: Otitiiv�FLS PULLING THEIR OW`i PER,IIT OR DEALL,'G WITH -:-REGISTERED COYTRACTORS FOR APPLICABLE HOME LIIPROVEMEh I WORK DO NOT H�,�� ACCESS TO THE ARBITRATION PROGR -M.OR GUARANTY FL1`D UNDER 1MGL c. 142A. SIGHTED L-.,\TDER PENA= Or'PERJURY I herby apply for z pe:-zit as ' e aae.at of the owner:. Coat-actor Narn, Regis trationNc. OR Date Owner's Name Q:f0r7m:hc-:eaf5dav Town of Barnstable Regulatory Services 9 a�x039. .�� Thomas F.Geiler,Director MASS. a i639• 0 p'ea µay' Building Division Tom Perm, Buildin; Commissioner 200 Main Street, Hyannis, NLk 02601 Office: 50S-S62-403S Fax: 50S-790-6230 Property Q-,�vnerMust Complete and Sign This Section If Using A Builder I, /y/%L 5'4 iAZ-- , as Omer of the subject property herebyauthorize ROGERS & MARNEY, INC. to act on my behalf, in all matters relative to cork authorized by this building permit application for (address of job). — / Signature o er D to �2 �CJ�o� �r�v�•� PrLrit \arse Q F0:,-\:s 0'.V N KP-:: IiSS10` Massachusetts Department of Environmental Protection W047587 Bureau of Resource Protection -Waterways Regulation Program Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Roger D. Scoville, Trustee Burnes Osterville RT c/o Seaward Management Name of Applicant 236 Smoke Valley Road Marstons Mills River Osterville Project street address Waterway Citylrown Description of use or change in use: Proposed dredging to improve boating access to navigable waters from an existing pier used for non- commercial docking. To be completed by municipal clerk or appropriate municipal official: °I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." C- Print6d a of Municipal O al Date . 'IgAkUre of Municipal Official Title City/Town t i CH91App.doc•Rev.10102 Page 6of 17 LAW OFFICES OF JOHN R. ALGER, P.C. ATTORNEY AT LAW S PARKER ROAD P. O. BOX 449 OSTERVILLE, MA 026SS-044S TELEPHONE(508) 428-8594 FAX(508)420-SIG2 January 22, 2004 Mr. Thomas Perry Building Commissioner 'down of Barnstable 367 Main Street Hyannis, MA 02601 Re: Roger D. Scoville, Trustee Burnes Osterville Realty Trust 236 Smoke Valley Road, Marstons Mills River, Osterville Dear Mr. Perry: I enclose herewith a Municipal Zoning Certificate along with the Department of Environmental Protection Waterways License application and plan. Would you please review these and sign the Municipal Zoning Certificate and return it to me in the enclosed envelope. I If you have any questions, please do not hesitate to get in touch with me. Very truly yours, JRA/bt Enclosures Massachusetts Department of Environmental Protection W047587 Bureau of Resource Protection -Waterways Regulation Program Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment Important: A. Application Information (Check one When filling out �� ` forms on the computer,use Name(Complete Application Sections) Check One Fee Application# only the tab key to move your SIMPLIFIED- cursor-do not use the return Water-dependent and key. Nonwater-dependent(A=E) ❑ Residential with <4 units $55.00 BRP'WW06a ❑ Other $55.00 BRP WW06b WATER-DEPENDENT- General (A-H) < BRP WW01 a ® Residential with 4 units_ $�2 $175TO For assistance ❑ Other $250.06 BRP WW01 b in completing this application,please see the ❑ Extended Term $2500.00 BRP WW01 c "Instructions". ............................................._................................................................................................................ Amendment(A-H) ❑ Residential with <4 units $60.00 BRP WW03a ❑ Other $100.00 BRP WW03b NONWATER-DEPENDENT- Full (A-H) ❑ Residential with <4 units $500.00 BRP VVW15a ❑ Other $1500.00 BRP WW15b ❑ Extended Term $2500.00 BRP WWI Partial(A-H) ❑ Residential with <4 units $500.00 BRP WW14a. ❑ Other $1500.00 BRP WW14b ❑ Extended Term $2500.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with <4 units $500.00 BRP WW16a ❑ Other $1500.00 BRP.WW16b ❑ Extended Term $2500.00 BRP WW16c Joint MEPA/EIR(A-H) ❑ Residential with<4 units $500.00 BRP WW17a ❑ Other $1500.00 BRP WW17b ❑ Extended Term $2500.00 BRP WW17c Amendment(A-H) ❑ Residential with<4 units .$310.00 BRP WW03c ❑ Other $750.00 : BRP WW03d ❑ Extended Term $1000.00 BRP WW03e CH91App.doc-Rev.10A)2 Pagel of 17 Massachusetts Department of Environmental Protection W047587 Bureau of Resource Protection -Waterways Regulation Program Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: T E-mail Address Mailing Address Note:Please refer - 0 N " ti to the"Instructions" City/rown State Zip Code Telephone Number Fax Number 2. Authorized.Agent (if any): Name E-mail Address Mailing Address Cityrrown State Zap Code 1-508-428-8594 Telephone Number Fax Number C. Proposed. Project/Use Information 1. Property Information (all information must be provided): Owner Name(if different from applicant) 41°38'41" 70°24'19" Tax Assessor's Map and Parcel Numbers Latitude Street Address and City/Town State Zip Code 2. Registered Land ®Yes ❑ No 3. Name of the water body where the project site is located: 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation x ❑Nontidal river/stream ® Natural ❑ Area of Critical Environmental Concem ® Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑Filled.tidelands. ❑ Uncertain ❑ Ocean Sanctuary ❑ Great.Pond ❑ Uncertain ❑Uncertain Page 2 of 17 CH91 App.doc•Rev.1 Q102 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program w047587 Transmittal No. Chapter 91 Waterways License Application -.310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information.(cunt:) Select use(s)from Project Type Table 5. Proposed Use/Activity description "I pg.2 of the Proposed maintenance dredging to improve boating access to navigable waters from an;existing pier "Instructions" P 9� 9 P 9 9 9 used for non-commercial docking. 6. Is the project a pre-1984 existing structure AND less than 600 square feet? ❑ Yes ® No 7. Is the project a post-1984 existing or new structure, less than 300 square feet AND water dependent? ❑Yes No 8. What is the estimated total cost of proposed worts(including materials& labor)? $70,000 9. List the name&complete mailing address of each abutter(attach additional sheets, if necessary).An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50'across a waterbody from the project. Americo&Virginia H. 170 Smoke Valley Road, Osterville, MA. 02655 Gerinani Address Warren &Evelyn G. c/o CCB&T- R. Bussiere, P.O. Box 1180, S. Yarmouth, MA. 02644 . Carstensen Address Name Address D. Project Plans 1. 1 have attached plans for.my project in accordance with the instructions contained in (check one): ❑ Appendix A (License plan) ❑ Appendix B (Simplified License plan)® Appendix C(Permit plan) 2. Other State and Local Approvals/Certifications ® 401 Water Quality'Certificate Pending Date of Issuance . ® Wetlands SE3-4159 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number CW App.doc.Rev.1002 Page 3 of 17 Massachusetts Department of Environmental Protection `��47�87 Bureau of Resource Protection -Waterways Regulation Program Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page.All future application . correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable"times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." Applicants signature Date Property Owner's signature(if different than applicant) Date Agents signature(if applicable) Date APPLICANTS FILING A SIMPLIFIED APPLICATION STOP HERE Page4of 17 CH91App.doc-Rev.10/02 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program T 047597 No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. Provide a description of the dredging project ® Maintenance Dredging (include last dredge date&permit no.) ❑ Improvement Dredging Proposed maintenance dredging to improve boating access to navigable waters from an existing pier used for non-commercial docking Channel was previously dredged around 1980(DEQE Lc No.668) 2. What is the volume (cubic yards) of material to.be dredged? 1,550 3. What method will be used to dredge? ❑ Hydraulic Mechanical.. ❑ Other 4. Describe disposal method and provide disposal location (include separate disposal site location map) The dredging will be performed using a clamshell. The spoil will be barged to the Town landing located at the end of West Bay Road, where it will be placed directly into a truck and hauled to the Boure Landfill: The material will be dewatered in a fill pit adjacent to the lined landfill, and then beneficially used as cover or grading material as needed. 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes,the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private.property, pursuant to 310 CMR 9.40(4)(a)1; public access easements below the existing high water mark shall be.secured by . applicant and submitted to the Department. t 4 _ p Paqe 5 of 17 CW App.doc•Rev.10/02 S II 1 1 1 :1 .� ,fir: _ ,,. .�,�`.�•,�,.��,,r �9 i���rl f - •�;.��'`h'�•a`� �.�y� WE UZI MI ffl� in fill NN Wv Pr 17 MIF IK towardtions: From Hyannis—Follow 28 • to ostmvffle West Barnstable and follow to the end;Take a • - • • •. •i • South County ' ••• and • �u� •n • Smoke Valley Road; • • the right,#236. n 9 The datum used is based on Mean Low' Water. t-im ! I loll 111 x-1, x Y-L1 N 899=tIrfit Ir`�`1`I Y-. 841 3BR I x-7� Top of Sit (T)Pkd) Proposed Bosin �` r \I �\ �0 u Dredged to 6 f_s .,0 24 �� /9• x-,A !l I Arm I 1 I I\`\ \ \�— AL . (-1A 77'f `/ AL N 236765E \ \�x AL E 8990.34E x 7 r-44)+•m See Note 4(Typ. -. ( ,) —40 I 0 AL Sq x-14 p� 910A� g Y-2e A �. hiT®ii Y 7 33D'f O 72' Y-ir (-11) x s c x /SAL % 5 ar x-ne %\\ AL • v N \ �\\ r-u) C-22) x-13 (-ie x_ (_ x-io `-24 PLAN VIEW Yinzn x-e. n 220't -14) S x- /�. A L (�.) .I ram) x x-aG /,1 SCALE: 111=50� x-e2 (-14) (-22) 7( and 0 50 IOOft: Tap of r9 End 63' A4 a-�)t 1� x x-a.e I AL x-..e -pis) -an) ( x-��� SHEET 2 of 3 I yj BURN23 RUST SMOKE VALLEY ROAD x-" Y�i44 x- 11 647) E 899005t _ 61-1 OSTERVILLE ,.MASS. � 2 FOR MAINTENANCE DREDGING IN Y` I //;/ THE MARSTONS MILLS RIVER / OCTOBER 6,2003 \ � // / SULLIVAN ENGINEERING INC. - err-% �< x- / OSTERVILLE,MASS. Q o Q) 00 � E W N Qj • I ,U O o a I • U 0 C. �, a, Q I O �� O 0) 4%) c o, c O L m. o cn v-- II tJ N O O .20 t (.0 aL M w O U Icf) CL O o p V) - i I w O o Z 0 Qo9) � VC) O 'o Q I U Q Q 'p O �. p o'.- ' � ►� a N = N N Q,m3 � uc, O_ cl o J E II X N �a U o w ocE,`�o U xl w w � J 0 Z c cf) I ap j Q I m Ln (n °. U) o m IO oQ _j u WI U w � J (n Zi' Vm Aft � "Alk�� O SHEET 3 of 3 BURNES OSTERVILLE REALTY TRUST 236 SMOKE VALLEY ROAD OSTERVILLE , MASS. FOR MAINTENANCE DREDGING IN 3 , THE MARSTONS MILLS RIVER J, OCTOBER 6,2003 SULLIVAN ENGINEERING INC.. OSTERVILLE,MASS. j))do LIST OF DRAWINGS 12:22.05 SP1.1 Site Plan rx,ixt r.. :. AL1 Foundation Plan __.__._..... ._.._... A 1.2 Garage Floor Plan A2.1 Front Elevation s A2.2 Right Side Elevation -- A2.3 Rear Elevation Left Side Elevation A3.1 Building Section A3.2 Exterior Details A3.3 Exterior Details 4. sta•nl•a•r Residence — Garage El.l Garage Electrical Layout Plan Sl.l Roof and Cupola Framing Plan .236 Smoke Valley Road Osterville,Massachusetts t== SALLY WESTON Zil A S S O C I A T E S ❑O Architecture•Planning•Interior Design 222 North Street•Hingham,MA 02043 (781)749-8058•Fax(781)749-6486 t• A31 A32 A 25 A33 —Zone/ / r6xa 50/Buffer/ / / // A, •" � �V- FoomodGs I I A21 FF=19.05' 1 l' \\\ ' Fountoin\> 1� I�� �toFt� \Black IWolk \ \ S' .� � Ki4J � / I 5x5 �\ \ \ \" togitc.\ 0 2 Story FountoAv \ .\\ Wood Fr Dwells g \ \\I I t I I A19 —' —� . � \ \ \ ' \ �, �. 1S \'".:: r;rr�v 1 \ (/ '• 1 � . \'. �e�A 18 A62 5 \\ 16 — — — 1 \ Staniar Residence(Main House) 19.24. 3 A61 \ \ \\ \ \�\ \ 236 Smoke Valley Road Osterville,Massachusetts SPl . l A63�\ \ \ \ \ \ \ �"\ Site Plan Garage. r•=zo• \ \ 50' Bu ffer i - I i j I I o I I � � I FoJxlo►rrnl weu. I toartlJoJS cal�ps� II F�wtrltt I ; i Staniar Residence-Garage 12.22.6 A 1 . 1 236 Smoke Valley Road Osterville,Massachusetts Foundation Plan 1/4"=F-0" .�•I �R.O. -...Y 7. .O.Y EQ. y ..�._____..ti.___.._—._......_- _...— _ __.._... I 4 Ludl i I 4 _ ' j W000 edELEo i �� I wldwn eoAEs u���j5 °� —�: bj wxVoLE WoDDWoF4FF.5 �; I W. -Tip.5 5L pE i I LJ i ; A. 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F11NN�:coxGR61(s�itAO av1,p-a" er `wnea� 11,p•faucr�(e�lt t 'Faou( Staniar Residence-Garage 12.22.05 A3. 1 236 Smoke Valley Road Osterville,Massachusetts Building Section 1/4^=1'-0" \ Ge �R[=A t�DAR ltoo��ipfNGbPN ON tL00�1fV0 YpLt ON�D" 1-1/,0 i' bXtioRptYwo0D7�NfNb I i— j ; WOOD'IY� i =' Y1o6noR�y�gg ON PI?Mliv vw,*wb M P)OUL IWv 011 :I :' Iri64kiil>tNt�Nry i 7 4 I y�Y rwsN�l. i (EA'IE momp Vora) tfPi[Afi tf2oeiN�Do 10 i Ir- • A �kV� l�E1hIL(�lkRbGE b0oR�1•�R0�1 fo) \ tzAK��Miii�•1 nG(kll,-(qo°� •• r._ Staniar Residence-Garage 12.22.05 236 Smoke Valley Road Osterville,Massachusetts A 3.2 Exterior Details I S / oN 549 iv 00�g°Ezr pt v \Q P /�OL•AtHtrU, '1 i / 6ot3Gt7owN � %^IS.N%P YOK VC RIN ' �ANfs Ylrs(ML�ilMlt}� � f0 �e-gem 10 NlMt 6 • i RAkEJ MEN n�iau E t aP� 30' rtv� V*IL PAK G � ►Y2"<I-n, Staniar Residence-Garage 12.22.0 5 A3.3 236 Smoke Valley Road Osterville,Massachusetts Exterior Details �•lxlo 3.3'x(o 9-Jae I ! . - � ' j � I I• I 1 � i I I I ' j14lol 95 6 I11°0 , I I I I ! 17sB ct4. ;ES IV" G. i I I i i I I I loj j ! 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ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS BOTH SIGNATUA ES ARE REWIRED FOR PERMITTING S __ LINEOFDEC ABOVE STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 fT - 1I 5.) 110 MPH EXPOSURE C WIND ZONE I I 11 I I I I I I I I I I UP 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, li B I I B I I B I I ( I I I I I I I I OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING I 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD r OUTO. 8•) SEE CERTIFIED PLOT PLAN DEVELOPED BY SULLIVAN ENGINEERING FOR ALL s BATH SHOWER § PROPOSED&EXISTING DETAILS e > 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ® VENT F t # ALL SIMPSON COMPONENTS OUTSIDE y ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS b 2'8•xa8 4-a 10.) TO BE 3000 PSI — b A 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE R GARAGE DURING FRAMING CONSTRUCTION 6 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE (5-CONIC.SLAB PITCH 2'TO O.H.DOOR 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED 1, W/6z6NNJF EMBEDDED {I _ 14•)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"C" { I—1—1 -1 1�_____ &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF {pp UNDER EACH ND OF I I I 1 1 i 4-a MASSACHUSETTS WIND SPEED MAPS 19. UNDER EACH END OF § v PPP STEEL BEAM I I I I I 3'4 § 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING Is W12x53STEEL BEAM ABOVE L LI_IJ __ fi VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS —�— Q W/OWNERS PRIOR TO START OF CONSTRUCTION L = 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY HALL c INSTALLER/CONTRACTOR. EFFICIENCY OR REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION JIF 17.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED 4'-a fi 18.)SEE ALL STRUCTURAL DETAILS PROVIDED BY MICHELLE CUDILO,P.E. A FOR ALL STEEL BEAM&FRAMING INFORMATION 4 UP A r FOYER FIRE RAT[ ® b WINDOW SCHEDULE TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS A PELLA ARCHITECT SERIES 3759 3'-1 3/4"x 4'-11 3/4" DOUBLEHUNG R 5'0•x0'0-SLIOIIiG 5'0-x8'0'SLIDING 'BARN DOOR B PELLA ARCHITECT SERIES 2323 1'-11 3/4"x 1'-11 3/4" AWNING 6 BARN DOOR 13'-0' 3•-a• C PELLA ARCHITECT SERIES 3517 2'-11 3/4"x 1'-5 3/4" TRANSOM 1a-0- s•-B• D PELLA ARCHITECT SERIES 2947 2'-5 3/4"x 3'-11 3/4" DOUBLEHUNG L E PELLA ARCHITECT SERIES 3757 T-1 3/4"x 4'-9 3/4" DOUBLEHUNG ."o Cv 3a� F PELLA ARCHITECT SERIES 2953 2'-5 3/4"x 4'-5 3/4" DOUBLEHUNG FIRST FLOOR PLAN ©SMOKE DETECTOR `f IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION S ©CARBON MONOXIDE DETECTOR j TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIRE ENTS) ` ®HEAT DETECTOR J -FENESTRATION S fGHT CEILING WOOD FRAMED WALL FLOOR EMENT WALL BASEMENT SLAB C-WLSP EWALL U-F TOR -FACTOR R-VALUE R-VALUE R-VAL E �V E R-VALUE ALUE } 0.35 0.60 49 20 30 10113' 10(2 FT.DEEP) 10/13 O S: -VALUES AR MINIMUMS 8 U-FACTORS ARE MAXIMUMS. v 2.10/13 MEANS =15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR v OF THE HO E OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER C 2012 CHAPTER 4 FOR ALL INSULATION 8 ENERGY REQUIREMENTS �I, O THE ERRORS BHAONSARE BE ED FOUND UND o.F SCALE : DRAWING NO.: Q COTUIT BAY DESIGN, LLC NEW GARAGE FOR .I ERRORSORONISSIONUIMNGOONTR THESE DRAWINGS PRIOR TO START OF t 43 BREWSTER ROAD CONSTRUCTION.IBLEF R CONTMCTOR WILL BE RESPONSIBLE FOR THE CONTEM 1/4" — 1 -0" MASHPEE MA. 02649 STANIAR RESIDENCE IN THESE ORAWINGSffLRStrOCT ON 00-OESWOHOUTNOTFYWDTHE PH. (508 274-1166 `' THESE DRRAY NG9 AERINS E °R EWE OF THE OWNER NOTED.ANY OTHER USE OF DATE : Al THEFAX(508)539-9402 CONSENT THED NGS EIGNEES HEWRREN 12/15/2014 236 SMOKE VALLEY ROAD OSTERVILLE MA CONSEIE QF THE DESIGNER UNOERTHE ACT OFELBBNO RAL LOPYREGNT PROTECTEON .R - i I 33'-0' (SHED DORMER) 101-W 12'-0' 10'-6' W 51' 55' 6-W 80 55- SV S 9 PELLA 6'0'z 6'8' DECK N. FRENCH INSWING F DOOR F I 1. t7 { VENT FAN ® O - OUTSIDE s BATH GABLE END I 4 WALL TO BE BALLOON � � '_��+ \3S�XWS �` �• FRAMED LIN. 2 r 4 24'l' 2*4' 9'Y iiiLLL DN. E Q 4 4 BEDROOM TEMPERED / �✓ (VAULTED CEILING) ® - —7 HALF WALL 4,-0, GABLE END / I WALL/ BE I3 I BALLOON FRAMED I n V L J 1 I I q �) ACCESS I I ACCESS b PANEL PANEL 'I 4 NAILING SCHEDULE If 110 MPH EXPOSURE C WIND ZONE a D D JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING i ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-1 Od EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-1Sd EACH END WALLFRAMING: _ _ 2'4' TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-1 8d AT JOINTS STUD TO STUD(FACE NAILED) 2-18 d 2.1 Bd 24'ox HEADER TO HEADER(FACE NAILED) 18d 16d 16-O.C.ALONG EDGES ) - 8'-8' 4'-8- 13'4' 4'-8' 6'-8' FLOOR FRAMING: 1 (SHED DORMER) (SHED DORMER) JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST ... BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END 36,-0, BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-1Sd EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-1 Sd EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1Dd PER JOIST. BAND JOIST TO JOIST(END NAILED) 3-16d 4-10d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT - ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) SECOND FLOOR PLAN RAFTERS OR TRUSSES SPACED UP TO 16'o.c. Bd 10d B'EDGE/8'FIELD 1 RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8d tOd 4'EDGE/4'FIELD' 1 GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 8'EDGE/8'FIELD GABLE ENO WALL RAKE OR RAKE TRUSS 8d 10d 8'EDGE/8'FIELD T• W/STRUCTURAL OUTLOOKERS ' Ir GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4'EDGE/4'FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — 7'EDGE/1D'FIELD - - .L WALLSHEATHING i WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24'o.c. 8d 10d 6'EDGE/12'FIELD i 12'&25/32-FIBERBOARD PANELS 8d — 3'EDGE/8'FIELD 112 GYPSUM WALLBOARD 5d COOLERS — 7-EDGE/10'FIELD FLOOR SHEATHING: ( WOOD STRUCTURAL PANELS(PLYWOOD) 1 V OR LESS THICKNESS 8d 10d WED GE/12'FIELD - GREATER THAN I'THICKNESS 10d t6d 6'EDGEB'FIELD t COTUIT BAY DESIGN. LLC NEW GARAGE FOR: THE DESIGNER N.THE BE-DING ONTRAY D IF ERRORSOROMISSIONSMEFOONDO" SCALE : DRAWING NO.: THESE OMWINGS PRIOR TO START OF 43 BREWSTER ROAD cos TRDCTION.THE BURR NO CONTRACTOR I II WILL BE RESPONSIBLE FOR THE Cco"TENT 1/4' 1-0 MASHPEE MA. 02649 STANIAR RESIDENCE IN THESE wNSTRIICTHE wMMEDRAW WDNARE SOLELY THE p cC DESIGNER OF ANY ERRORS OR OWSSIONS. DATE PH. (5007))274-1166 TNESE DAAWIROSMESO OTHER THE USE FAX(508)539-9402 THESE IUWING°TEOUIRES NERUBEOF 236 SMOKE VALLEY ROAD OSTERVILLE, MA �of�I"9REOU1�'"E'EC'TN 12/15/2014 CONSENT OF THE DESIGNER UNDER THE ACT OF ICIURAL wPYRIO"T PROTECTION M, VERIFY ALL CUPOLA DETAILS W/MFR.&OWNERS BRICK FIREPLACE VERIFY ALL DETAILS § 'ryp,RIDGEVENT W/MASON BOWNERS LLTTA T ryr 1 • TOP OF PLATE _r I - .T ASPHALT ROOF SHINGLES TO MATCH EXISTING HOUSE - AZEK OR KOMA 1x4 TRIM W/Z' SILL I - AZEK OR KOMA SOFFFT FASCIA,FRIEZE, BOARDS TO MATCH EXISTING HOUSE SECOND FLOOR UBFL R TOP OF PLATE - 4 :L _ EB TOP OF FOUN NEW AZEK OR KOMA RAKE SLIDING CVG CEDAR BARN DOOR BOARDS TO MATCH EXIST. HOUSE W/S.S.HARDWARE I 12 2_ - SOUTH ELEVATION 4.6 TOP OF PLATE { c ,z 12 SECOND FLOOR - SUBFLOOR_ - TOP OF PLATE W.C.SHINGLE SIDING W/WOVEN CORNERS t 1 LLEHI TOP OF FOUND. EAST ELEVATION NEW TSg ' CEDAR SHOWER ENCLOSURE THE DESIGNEFt OROM IONS NOTIFIES)IF ANY SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW GARAGE FOR: ERRORS ORON.THE SAREFWNNTF ACTOFI THESE DRAWINGS PRIOR TO STARTOF 43 BREWSTER ROAD CWOIL SEFESMINSIISLE ORTHE N,EN 1/4"= 1'-0" MASHPEE MA. 02649 STANIAR RESIDENCE DESIGNER INTHESEOF NGMOFSROMISSI CHESED WWOS NOTIFYIHO THE PH. (508 274-1166 DESIGNER OF ANY ERAOPS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE FAX(50d)539-9402 THESOFTHE FAWINOOTEQUIRES THERUSEOF 12/15/2014 236 SMOKE VALLEY ROAD OSTERVILLE, MA gcTODM�N N0 OOpO1O,T THEWRRIEN A3 CONSEM OF THE DESIGNER UNDER THE ARCHRECCFTHE OPYRIGNT PROTECTION P - BRICK FIREPLACE _ VERIFY ALL DETAILS W/MASON&OWNERS NEW AZEK OR KOMA RAKE BOARDS TO MATCH EXIST. HOUSE S .'Fl__ _— - 5 TOP OF PLATE _L . LJ' 7_-"I= DECKING&RAILING 12 ! MATERIALS TBO BY �N OWNER$BUILDER 12 r -i--- - T- - F P. SECOND FLOG SU_BFLOOR TOP OF PLATE W.C.SHINGLE SIDING W/WOVEN CORNERS - STEEL SUPPORT "C - -- BRACKET b VERIFY ALL CUPOLA DETAILS S TOP OF FOUND W/MFR.&OWNERS TYP.RIDGEVENT F WEST ELEVATION ASPHALT ROOF SHINGLES TO MATCH EXISTING HOUSE AZEK OR KOMA FASCIA,FRIEZE, &SOFFIT BOARDS TO MATCH EXISTING HOUSE TOP OF PLATE — f AZEK OR Wl Z' ® 1 x 4 TRIM W/2 TI SILL SECOND FLOOIJ SUBFLOO_R TOP OF PLATE 1 NEW CVG 1x6 T8g- _CEDAR SHOWER m ® q ENCLOSURE P.T.6 x 6 POST -- —AT MID-SPAN TOP OF FOUN NORTH E L E VAT I O N STEEL SUPPORT BRACKETS COTUITBAYDESIGN, LLC NEW GARAGE FOR: THE IDES DRAWINGPRIORNORTARTOFANY SCALE : DRAWING NO.: ER(tORS OR OMISSIONS ARE FOUND ON THEBE OlUWING9 PRIOR T08TART OF 43 BREWSTER ROAD WI °RE�SP�ONSgEBualmNG TGR 1/4"= 1'-011 MASHPEE ,MA. 02649 IN THESE ORAWIN0.R IF OONSTRUCTON com DRAWINGS NOTIFYING THE �� STANIAR RESIDENCE DE SIGNERGF"NOTED, OTHER IJSE( DATE PH. 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NIaR L-Ia-i"fp lb'-0^ a)snln yip fllw Irlw - z 2-P.T.2xg SIlLWI SEALER o � tom' ".xwrua'Tvmromumsa` w-..orRm - g � soa v�aon�n."xo..°wJO"w..a'se••n".a'�'•`ms�e""marm;m.o—m�mns _ ❑ ' mmOim�mrvva ru o�n..us„r a.m.,nmuwrammmn a�"".n�rm,:.ew�rauv1°n w`°W,n'meaim�a v�a""ix:"°si'�.wu1Orar..m. ANCHOR BOLT DETAIL FRANING WINDOW AND DOOR OPENINGS THEOESIGNEMIBBIO SE NOFMISI IF ANY DOR SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW GARAGE FOIE. ERLL BE RE OMISSON9AR 714E OO TE THESED WINGS PRIOR TO START OF FOR W�tINSTRUCTI ON eE BUIW Tire o" 1/4 I' = 1'-OII 43 BREWSTER ROAD IN THESE OF NGR ORRUCION �� MASH PEE MA. 02649 STANIAR RESIDENCE - COMMENCES WITH OUTSOTIFY FOR TH DESIGNER OF ANY ERRORS OR OM640N5. DATE : • p p THESE DRAWINGS NOTE, SOLELY THE USE f H• (5OC7))274-1 1ss lEl OWNER NOTEOU OTNERUSEOF FAX(508)539-9402 236 SMOKE VALLEY ROAD OSTERVILLE, MA ACTorl TURN REOUIRETT TECIION 12/15/2014 CONSENT a THE DESIGNER UNDER THE ARCHITEcfuRAL wwwGNT PRorEmloN AGT OF IS9O. Tr I II!'iI u 11'S• 12'-0• 17-9' 6'-0' STEEL ANGLE BRACKETS 8 WOOD DECK FRAME /. FULLY WELD FOR FRAME STRENGTH - • HSS 6-x4-xh-BACKER A _ POSTS FOR STAIR 8 DECK A6 S SUPPORT HISS 0x3x1/4' ___ _ _ 1—1-1 ---- F— ,FTI b.r.lzxka 16 D.E. I 4 k „ IIIIIIII NUTIIIIIII ! I —— 2 x 10's 16•D.a.W/ MIDSPAN BLOCKIN TYP.WALL CONST. TYP- ROOF CONST. .2 x 10 ROOF RAFTERS®16•o.c. 1.2 a 6 STUDS Q 16•D.C. -5/8•CDX PLYWOOD ROOF SHEATHING 2-1*4'{9 11/4'LVL 2.12•PLYWOOD SHEATHING -ASPHALT ROOF SHINGLES ! I I I I 4 x 4 x 1/4•STEEL POST 4,3.8�=21)GYPSUM BOARD TT INSULATION -SPRAY FOAM INSULATION FELT PAPER STEEL BEAM UNDER EACH END OF 5.W.C.SHINGLE SIDING SLOPED CEILINGS(R=49) q 8.TYPAR EXTERIOR VAPOR BARRIER -(4)1 3/4•x 24'LVL RIDGEBEAM W72 x 53 STEEL BEAM(FLUSH FRAMED) 6 MIL POLY INTERIOR VAPOR BA! ——— 7. RRIER -SIMPSON H 2.5 HURRICANE CLIPS > SIMPSON SKEWED AT ALL RAFTER ENDS _ — - JOIST HANGERS -ICE/WATER SHIELD AT BOTTOM _ LRU210 OF ROOF 2 z 6's Q 16• WIND ND WASH BARRIERS -WI -ALUMINUM DRIP EDGE 12 'm rh 5� 12 s+ INSTALL FULL HEIGHT / / TYP.12•GYP.BOARB, \ TWO STORY 1 12•x / / ON 1 x 3 STRAPPING \ \ L 5 1/2'LVL STUDS OR Q 16'G.c. \ - VERTICAL STRAP W/ / / \ 70P OF PLATE SIMPSON CS76 x TO' \ \ 3-2 z8 HDR. / / \ \ 3-2z8HDR. LONG FROM F.F.STUDS ACROSS BEAM TO S.F. / / \ \ j r / STUDS (GABLE END WALLS TO \ \ BE BALLOON FRAMED) \ \ H BEDROOM P.T.2 z6'e®18'O.c. � � 3-2 z 12 HEADER �--^ 3-2 z 8 HOR 12 / \ \ 4K,1J 4K1J _ 12 D / DOUBLE JOIST UNDER 3/4'T 8 G PLYWOOD OR-GLUED 8 \ DORMER WALL 314 NAILED JSECOND A _ SUBFLOOR� A6 2x10's@1W D.C. 8886IM16880 2x 10's®16'D.a 1 TOP OF PLATE 3-2 a 12 HEADER W 12 x 53 STEEL BEAM 5/8•FIRECODE GYP.BD. 9•BATT INSUL.(R30) (FLUSH FRAMED) ON 1 x 3 STRAPPING®16' I 36'-0• O.M IN GARAGE - SECOND FLOOR FRAMING PLAN V.STEEL DECK q FRAME 8 ANGLED a SUPPORTS W/STEEL GARAGE POSTS IN WALL.SEE STEEL BEAM DETAIL FOR BASEPLATE t (4•CONC.SLAB PITCH 2'TO O.H.DOOR W W/6 x 6 W F EMBEDDED) TOP OF FOUND. 2-P.T.2x 6 SILL - 8'CONCRETE FOUNDATION W/SEALER t? WALLS W/B. x 18'CONCRETE FOOTINGS TO BELOW GRADE SECTION @ GARAGE USE(1) HORIZONTAL BAR AT TOP 8 MIDDLE OF WALL A A6 ER DES R$ONERBSIONS NOTIFIED IFNfI SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW GARAGE FOR: ERNSTR CTION.THE NiEGCONON THESE DRAWINGS PRIOR T081`i OF 1 / I .ILL BE UCTION.THE aUOR TH CONTRACTOR 1 43 BREWSTER ROAD WIILBERESPo'INWIFONSTRUCIIONf 1/4"= 1 -0" ORA E9ffCSONMISSI MASHPEE MA. 02649 STANIAR RESIDENCE THESE OUT NOTIFUNOR TH 6 DESIGNER OF ANI'ERROR90R OMISSIONa. DATE • PH. (508)274-1166 THESEO—ERNARE 50 OTHER THE USE FAX(508)539-9402 OF T THEOTEO.ANYORIERUSE OF 236 SMOKE VALLEY ROAD OSTERVILLE, NIA �To;;UN OEOUIGHTFRTETION 12/15/2014 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COR'RIGHT PROTELTION � I N GENERAL STRUCTURAL GENERAL STRUCTURAL (COND) 33'-W NOTES; NOTES: (SHED DORMER) W E 1.ALLCONSTRUCI'ION IS TO BE IN ACCORDANCE WITH'IHE WALL FRAMING UPLIFT CONNECTIONS: A MASSACHUSFI'TS STATE.BUILDING CODE FOR ONE.AND 1 WO-FAMILY DWIiI.1.ING5,SEVIEN'1'H EDITION(760 GMT),AND AI.1.AMIENDMIEKIS, 1.All'ACH EXTERIOR WALI.STUDS TO THE DOUBLE TOP PLATES AT1HF SOLID 2 x B BLOCKING IN THE OUTSIDE A6 \VFIICH IS BASED ON THE 20091NTERNATIONAL RESIDENTIAL CODE ROOF WITH(1)'ISP CONNECTOR AT 32"O.C.PROVIDES(9)-10d x 1 Yo NAILS . TWO RAFTER 8 CEILING JOIST BAYS .1.0 THE STUD AND(6)-10d NAILS TO THE DOUBLE TOP PLAIT. (�46'o.a.,ALLOW SPACE FOR AIR - --�"- - - - - 2.111H WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE3 CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING.NOTE;:NOT FLOW ON THE UNDERSIDE OF ROOF WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),"WOOD REOUIRGU WHEN USING H2A CONNECTOR PER NOTE T."ROOF FRAMING SHEATHING -I y FRAME CONSTRUCTION MANUAL FOR ONE.AND TWO.FAMILY CONNECTIONS". }; DWFLLINGS(WFCM),AND THE'MfNUMUM DESIGN LOADS FOR BUILDINGS AND O'111IER STRUCI'URES(AS CL'7-02).THE BASIC WIND SPEED FOR THE 2.13XIT IOR WALL STUDS ON SECOND FLOOR TO BE ATTACHRD'1'O DESIGN OF THIS STRUCTURES IS 110 MILES PER HOUR W1TH EXPOSURE STUDS ON FIRST FLOOR ACROSS SECOND FLOOR RIM BOARD W(1)CS 16 CATTGORY'C. Coll-STRAP W/(14)IOd NAILS(7 NAILS AT EACH END OF STRAP)WITH A 3K,2J 3-2 x B HDR. 3K,2J I STRAP CUT LENGTH OF 18"+7HR CLEAR SPAN ACROSS RIM BOARD. _________ - - _ ____ 3.THC'f.ONTRACI'OR IS RIiSPONSIIJLIi FOR CONTACTING THE.LACAL STRAPS TO Nli SYACLU Al'32°O.C.(EVERY 07HEK S"IUD).STRAP IS N07 ' BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPEC-11ON(S).IF REQUIRED AT SHEARWALL HOLDDOWN COCA"TIONS.C516 COI,.STRAPS 7'HR BUILDING OFFICIAL.REQUIRES THAT THE INSPIECIION(S)BF. ID BE APPLIED OVER PLYWOOD SHEATHING. -) (� CO.MI'LFITU BY'I'lIE ENGINEER OF RF-CORD,THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN 3.ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP Al- THE INSPECTION(S)IS'1'O BE PEKFORMEU.'IHE CONTRACTOR SHALL 32"O.C.AND PROVIDE(6)IOd NAILS TO STUD AND(6)IOd NAILS'f0 RIM 3 INSURR THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE HOARD.ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH(1)DSP -r VISIBLE FOR INSPECTION.IP DURING THC•INSPECTION,ANY PORTION OF CONNECTOR PER 32"O.C. THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR ALTERNATE STRAP I INSPECTION,NNALAPPROVALOF THE ENTIRE STRUCTURE WILL NOT BE 5)2 x Bk FROM I GIVEN UNTIL THIS CONDITION IS CORRIECIVO AT THE CONIRACI OR'S A)AT FIRST FLOOR STUD TO RIM BOARD WI'I'M(T CS Ifi STRAP AT ( _ EXPENSE. 32"O.C.AND PROVIDE(6)I Od NAILS TO S7VD ANU(6)I Od NAILS TO RIM RIDGE DOWN TO I _ I BOARD.WRAP$TRAP UNDER FOUNDATION SILL PLAIT:AND OVER TOP 3-1 3/4'x 9 12' r 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPIECIF'IED ON TIMSE OF SILL PLATE•.FILL ALL HOLES IN STRAP ON TOP OF SILL PLATE LVL HEADER W/ \ CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN (5K,2J)UNDER I ) ACCORDANCE WITH CATALOG C-2009.IT IS THE RF_SPONSIBILITY OF THE 3.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT'SHALL L I (5)2 x 8's FROM EACH IN DOWN %'�� CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO 171E TO FOUND. , RIDGE DOWN TO j MANUFACTURER'S SPECIFICATIONS. FOUNDATION. _ 3-1 374'x 9 12' __ -`— _ LVL HEADER W/ 5.ALL ENGINEERED LUMBER PRODUCTS I'D BE IRIS JOIST OR EQUAL. ��I T EACH END 4.CONNECTIONS f00.WALL OPENING ELEMENTS-(RL•FBR TO DETAIL 2-WF) EACH END DOWN INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. TO FOUND. HEADIER SIZE HEADER TO JACK STUD JACK STUD TO SOLF:PLATE 4-1 3/4'x24'LVL RIDGE BOARD 4 ROOF FRAMING CONNECTIONS, L=P"0'I'O4'-B" (1)LSTA9 (I)SP4* — L=4'-I"TO6'-0' (2)TSTA9 (2)SP4* ,.ATTACH OPPOSING RAFTERS Krim: OVERTHF,TOP OF THE L=6'-I"T08'-0" (2)LSfA 12 (2)SP4* RIDGE NTH(I)ISTA I8 TrNSION STRAP AI'16°O.C.SIRAP TO BE Lm B'-I"TO 10'-0' (2)LSTA 15 (2)SPH6* INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/I Od COMMON 1 _ NAILS'I'ORAFITRS.(REFERTODETAIL1-KF1 L=10'-I"TO 16-0° (2)Sn 122 (2)SPH6* J 2.A'I I'ACH THE:RW OF EACH RAF7TR'I'O"I'Hf:DOUBLE;TOP PLATE OF *ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUDIO SOLE — - THEII,XT'IERIOR WALL WITH(1)H2.5A CONNECTOR. CONNECTOR TO BE PLATE CANSTUDT BE HEADER. ATTACHE- NNAM ECORWIT HALF OF _ APPI,IIED IJIRIECI'LY l'0 2X'TOP PLATES ON OUTSIDE FACE OF WALI.. THL JACK STUD TO HEADER ATTACH CONNECTOR WITH HALF OF Ili1E AL77ERNA"I'E:USIS(1]II2A FROM EVERY RAFTER TO WALL STUD BEIDW. REQUIRED NAILS TO THE JACK STUD AND HALF OF TIfL•REQUIIRED NAILS ALIT TSP C,ONNIECI'OK PISR NOTE O"WALL FRAMING UPLIFT CONNECTIONS', I'D']HE SECOND 1LOORRUIBOARD OR FOUNDATION RIMBOARD. ` l r — IS NOT REQUIRED WHEN USING(1)H2A AT(EVERY RAFTER CONNECiOR' BE ATTACHED TL TO 2X FRAMING AND RIMBOARU.ALTERNATE CAN NOO BE USED T BE USED WHEN SOLE PLATE 1S 1 3.BI.OGKING TO dE PROVIDED ABOVIi IHE WUdLG'EYJP PLATE OF THE ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. I I I EXTERIOR WALL ATTHE ROOF WITH ROOFSHEATHMG NAILEDTOIHE NOIT: —— ——_ ———- --—, BLOCKING AT 6"O.C.PROVIION AS R'Q NOTCH IN BLOCKING T 1'O PROVIDE. ADEQUATE VENTILATION AS REQUIRED.BLOCKING TO BE ATTACH FJ) A.HEADERS FOR DOORS AND WINDOWS TO HAVE(I)HB CONNEGTURAT DIRF.CI'LYI'D DOUBLE TOP PLATE OF THE FJCTL'RIOR WALL W/(1)R13C THE.TOP AND BOTTOM OF ALL CRIPPLE.STUDS. AV- -———- —- -- - —-� CONNECTOR. 1 B.HEADEILS 4'-]"AND LARGER REQUIRE(2)JACK S7U1)S AT EACH F.ND 4.PROVIDE 2X 111DCKING AT THE RIDGE BETWEEN ALL RAFTERS AT THE OF THIS HEADER. _ EDGE OF Tiff!ROOF SHEATHING.ATTACH SHEATHING TO BLOCKING W/ 8d NAILS AT 6"O.C.RIDGE BLOCKING IS NOT REQUIRED WHEN C.PROVIDE(I)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF 2j SHEATHING IS ATTACHED DIRECTLY"1`0 A RIDGE BOARD OR HEADER TO'IHF,KING STUD ADJACENT TO THE OPENING. STRUCTURAL.RIDGE BEAM. D.PROVIDE(1)SSP FROM EACH KING S'TJD'1'0 DOUBLE TOP PLATE OF - THF,WALL,WITH(3)IN NAILS TO DOUBLE TOP PLATE AND(4)-10d NABS TO KING STUD.FOR CS 16 STRAP SIZE REFER TO NOTE'2"ABOVE.FOR A FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM EACH KING STUD I U THE FIRST FLOOR RIM BOARD.FOR CS 16 STRAP SIZE REFER TO NOIT"4" A6 ABOVE I 4'A' 13'd' 4'-8' 8'-8' E.KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTED'ABOVE (SHED DORMER) (SHED DORMER) IS NOT REQUIRED WHERE A SHEARWALL.HOEDOWN IS ADJACENT'TO ','HIE OPENING. F.SILLS FOR OPENINGS LESS THAN 4'.0"WIDE REQUIRE(1)A23 CLIP AT THE H..BOTTOM OF THE SILT.PLAIT:"I'O THE;KING STUD AT EACHEND OF 38'-0' THE SILL PLATE FOR OPENINGS 4'-0"ANDfARGER,PROVIDE(2)A23 FRAMING ^ /� A {� '�1 w CLIPS AT EACH IND OF THE SILL PLAIT ON THE TOP AND BOTTOM OF CERTAINTEED WOODSCAPE ROOF I�p••F�Lam'\/'B I`1 V L�'\tl THIS SILL PRATE ASPHALT ROOF SHINGLES 1 � A YYY M PLAN HIGH WIND NAILING •I 5/8'CDX PLYWOOD SHEATHING 2 x 12 RAFTERS 15W FELT PAPER NOTES: \ SIMPSON H 2.5 HURRICANE CLIPS 1.) ALL ROOF RAFTERS TO BE 2 x 12's WIND WASH �� < 310"WIDE ICEIWATER SHIELD UNLESS OTHERWISE NOTED ` BARRIER ALUMINUM DRIP EDGE 2.) USE SIMPSON H2.5 HURRICANE CLIPS I x 8 FASCIA BOARD AT ALL RAFTERS ENDS - 1 x 3STRAPPING W/ 3.)VERIFY GUTTER TYPE/LAYOUT 12'GYPSUM BOARD 1 x 4 SOFFIT BOARD W/OWNERS 1 x CONT.VINYL SOFFIT VENT 1 x 3 SOFFIT BOARD TYP.2 x 6 WALLS 1 3/4"CROWN 1 x 6 FRIEZE BOARD DETAIL AT CORNICE COTUIT BAY DESIGN, LLC NEW GARAGE FOR: TNEOESIGNERSNALL SE NOTGCONTRAC TNEEE OOR 0NG PFAORTO FOUNOON SCALE DRAWING NO.: . THESEOOROM1SPRIORTOFOUN OF CONWILLBERESPONSBECTION.TINE gFORT1EL�ONIEM R 1/4"- 11-011 43 BREWSTER ROAD INTNESEDRA'MNGS IF CONSTRUCTION MASHPEE MA. 02649 COMMENCES WRNGUT NOTIFTNUR TH IA7 STANIAR RESIDENCE OF THEROFANYTED. ORIERUSEO DATE PH. (508 274-1166 TNESEORAWMGSARESOETHE THE USE FAX(508)539-9402 236 SMOKE VALLEY ROAD OSTERVI LLE, MA OF J O�NANC D.ANYOTIERUSEOF TIESEOROFTN,REOUSIESIHEWRITTEN 12/15/2014 CONSEM OF TIE DEGIGNER UNDER TIE A TolICTURAL COPYRIGM PROTLTION • 1 NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 36'-0" &DIMENSIONS IN THE FIELD rk W E I 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 3'1- 12'-0" 5'-9" 15'-3" DETAILS,&FINISHES IN THE FIELD WITH OWNER I A 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT A6 i FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR 12-0 12-0 12'-0" 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS - S LINE OF DEC ABOVE ___ STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 I I I I I I I I I I I I I I I I 5.) 110 MPH EXPOSURE C WIND ZONE I I I I I I I I I I I I I I UP 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, I I I I I I I I I I I I I I OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING B B B I 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY SULLIVAN ENGINEERING FOR ALL BATH 6 SHOWERR q PROPOSED&EXISTING DETAILS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF CD VENTF ® ALL SIMPSON COMPONENTS ou OUTSIDE a;Y 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS Q` `4'-0 a Ye•xs'e• TO BE 3000 PSI 7C7 A 11•)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE 0 GARAGE DURING FRAMING CONSTRUCTION YS• 6-0 (5'CONC.SLAB 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE [�7 p r.� PITCH 2•TO O.H.DOOR 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED W/6 x 6 WWF EMBEDDED CC) _ ___ 14•)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"C" F �I I� &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF 4 x 4 x 1/4•STEEL POST I I I I I 4-0 MASSACHUSETTS WIND SPEED MAPS UNDER EACH END OF 4 STEEL BEAM I I I I I T-4" § 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING N W12x53 STEEL BEAM ABOVE L LI_IJ __ VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS ------------------- --- W/OWNERS PRIOR TO START OF CONSTRUCTION 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY HALL EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION b INSTALLER/CONTRACTOR. 17.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED a-0• • 18.)SEE ALL STRUCTURAL DETAILS PROVIDED BY MICHELLE CUDILO,P.E. A FOR ALL STEEL BEAM&FRAMING INFORMATION v ® . a UP A FOYER m m B'x68• O .., eo FIRE RATD © -� WINDOW SCHEDULE TYP MANUFACTURER'S UNIT ROUGH OPENING REMARKS ©' A PELLA ARCHITECT SERIES 3759 3'-1 3/4"x 4'-11 3/4" DOUBLEHUNG 0•5' x B'0'SLIDING A 5'0•x B'0'SLIDING �, BARN DOOR A6 BARN DOOR ` B PELLA ARCHITECT SERIES 2323 1'-11 3/4"x 1'-11 3/4" AWNING C PELLA ARCHITECT SERIES 3517 2'-11 3/4"x 1'-5 3/4" TRANSOM 13'-0• 10-0 9'$ 3-l" D PELLA ARCHITECT SERIES 2947 2'-5 3/4"x 3'-11 3/4" DOUBLEHUNG _ E PELLA ARCHITECT SERIES 3757 3'-1 3/4"x 4'-9 3/4" DOUBLEHUNG F PELLA ARCHITECT SERIES 2953 2'-5 3/4"x 4'-5 3/4" DOUBLEHUNG FIRST FLOOR PLAN SMOKE DETECTOR IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS L CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ©CARBON MONOXIDE DETECTOR TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) ®HEAT DETECTOR 4P`T~OF� s FENESTRATION SKYUGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL MICHELE ym U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE RVALUE 1 CUDILO 0.35 0.60 49 20 30 10/13 10(2 FT.DEEP) 10/13 Gi NO.3477 s CT A NOTES: ` 4'eGlstc'c 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. _ r^Ia:nL"' 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS THE DESIGNER SNALL BE HOMED IF ANY 'aF - ��/J - THESESOR MISSIONS AREFOUNDON SCALE : DRAWING NO.: . I ( COTUIT BAY DESIGN, LLC NEW GARAGE FOR ERRORSORON.THE 5 TO MEFOUNDR II��»�\\� ft L BE RES ON SIBLE F R TH CONT EN TOO 1/4" _ 11-011 WILL ES RESPON GS I FOR THE CONTENT 43 BREWSTER ROAD INMM NCRANANOSIFCON6TRUCTHE — COMMENCE6 NATHOUT NOTIFYINO THE MASHPEE MA. 02649 STANIAR RESIDENCE TH DESIGNER OF,MA. DRANAgNN06VERRORSARESOLELYOROMFORTHE S60NUS6.E DATE . ES I OF THE OWNER NOTED.ANY OTHER USE OF PH. (508)) 274-1166 THESE DRAWNGS REQUIRES THE MITTEN 12/15/2014 FAX (50$) 539-9402 236 SMOKE VALLEY ROAD OSTERVILLE, MA ARCHITECTURAL THE DESIGNER UNDER THE Al MCSENTO THE DESIGNER PROTECTION ACT OF 1990. I �^— -5}`�•�•`yea�-e�.r.vT' '4a.l�itt4.r.�r- �Y'� rsy N I 36'-0" I • I • 1/�/ E I INSTALL FLASHING UNDER (Tip V V I HOUSEWRAP 8 DECKING I I DECKING A 8"CONCRETE FOUNDATION A6 WALLS W/8"x 18"CONCRETE FOOTINGS TO 4-D"BELOW GRADE FLOOR JOISTS P.T.2 x 8's @ 16"o.c. USE(1)#4 HORIZONTAL BAR AT S TOP 8 MIDDLE OF WALL P.T.2 x 6's @ 16"o.c. INSTALL PEEL 8 STICK .�^T • —————————— RUBBER I NE wt— BETWEEN LEDGER 8 "4 "r SHEATHINGP.T.2 It 8 LEDGER LAG ©.. - I SOLID BL CK NG W/°ARD(2)LEDGER OK-BDOpTS I I 16"O.c.STAGGERED W/JOISTS HANGERS b I I I I SEE IRC2009 SECT.50222. - DECK DETAIL 3 Lill 36"x 36"x 15"DEEPCONCRETE FOOTING - 4'-1' I 6'-0" UNDER STEEL POST I I w C� USE(3)05 BARS EACH FOOTINGCORNER I I rn I 30"z NG UNDER CORNER C. GARAGE WAY — I C (4'CONC.SLAB 4'-0" PITCH 2"TO O.H.DOOR I W12 x 53 STEEL BEAM I I W/6 x 6 WWF EMBEDDED I I WELDED TO STEEL COLUMN/PLATE CONTROL JOINT —I I I 8"x 8"x 12"STEEL PLATE I I WELDED TO 4"x 4"x 1/4• I I I VERIFY ALL DIMENSIONS FOR STEEL COLUMN I I I L-- I THE FIREPLACE W/THE MASON —I—J I I w ——— I 8 OWNER POS UNDER NSTEELDERBA END OF I I y 8"x 8"x 3/4"STEEL PLATE O O STEEL COLUMN.DRILL 8 GROUT FOR 5/8"DIA,x 7"I.G. 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C _o . c I 1 yt L j �T tA.S L ,Tr�t�yFt'11�' 4. Yt 7� -.,`Asp , � ` ♦ � 09" OIL i Pnr1&5v i • I .. - ----• t71G DU1 E'1,0D�.��a N5U31�i �'( --�� j - YD rMA wvvGi�A� TD p-Gu�t�w>opAj� ,. ti�x+�ibin�l'- (T.a,hu}8 -1�6'li'�Etow 8.0. FI,po2 JDv�i) ' • �c«;noon I Staniar Residence - Guest Cottage 3.15.05 236 Smoke Valley Road Osterville, Massachusetts AB/D1 1 . As-Built/Demolition Basement Plan 1/4"=1'-0" .� �,111�{1GIt- ►�1611� IN9UbPtil��1 _ 0 00TIP'PA M 5V- ON L . NruVd A''i1�•GoU6:.�U1�0 i z ` 4 4,01-1 r fhiLi E 1w,kooYc ,.. IN — —, I'rJ�(y giDOVG (� RhiL W�ly N T.y ter. ( P1�1?RuG�A V ' j 2�44 �(yiGllit , Or 1 t 1 i � m ! i /oW, A-Nl6ki, 07 t i c.t. -KoNLbM y'`xl1zM — ;,+NPIVu2- 41 (A►JPIi11.� I x � I ..� � a 1:�iP.Gi,•GOOR I TOOL N�iGi�yl°�0 P- } n;0 ovtaG%VIt&'4'S1�-1 P rAo bUg_l�I�yZ'E61AW Fi•0,�lodR Jc1<, No ` �� �`Flti1(e. Gt1t�Gy .(�A1�Itzbl K,O I}f• A'�`(!ik:tQ� >yGt��~1 . J:OVtdt�kl'16rJ KFD�f r11�1i� t N0. 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RooY 1 :I j - -...-.-. -------------� AC&E 55 FLoo�to j bd. �� ��b�•OUM �....�. - s�Ei,r I , � RA.rli. 3'-5'' S,I�• 3�•?fat �ly,_�ti..'i'-o' 'Z't,cr.�.i. l�o�� � •� I DgD0 2 _ J. �Jtl,r.is 1 fIT WA L4, fir, , Staniar Residence - Guest Cottage . 3.15.05 236 Smoke Valley Road Osterville, Massachusetts Al • 3 Existing Second Floor Plan 1/4"= 1'-0" 771 T. • E, , I - rw �«vA'noq" Existing Front Elevation Existing Right Side Elevation I ® ® ® - - - - - - - -_ j I 'fLEj 41 WE`31 EL6`�ATIOH `_ -,vro EiiSvZjoy.- Existing Rear(Water Side) Elevation Existing Left Side Elevation Staniar Residence - Guest Cottage 3.15.05 A2. 1 236 Smoke Valley Road Osterville,Massachusetts Existing Elevations 1/8"= F-0" N 36'-0" ol ol 11'-3" 12'-0" 1 12'-9" ol W E 6'-0" 6'-0" STEEL ANGLE BRACKETS &WOOD DECK FRAME FULLY WELD FOR FRAME STRENGTH HSS 6"x4"xy"BACKER A POSTS FOR STAIR&DECK A6 S SUPPORT HSS8x3x1/4" x x I �3.12xb's61&"o.6. 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VERTICAL STRAP W/ / / ` \ TOP OF PLATE SIMPSON C316 x 3'0" LONG FROM F.F.STUDS 3-2 x 8 HDR. / / \ \ 3-2 x 8 HDR. ACROSS BEAM TO S.F. STUDS / / (GABLE END WALLS TO \ \ BE BALLOON FRAMED) \ v N � 00 - BEDROOM P.T.2 x 6's @ 16"o.c. co 3-2 x 12 HEADER 3-2 x 8 HDR. 12 co 4K,1J 4K,1J 12 D� / 3/4 T&/ DOUBLE JOIST UNDER " G PLYWOOD \ \ A i DORMER WALL 3/4 & OR-GLUED&NAILED � SECOND FLOO A6 SUBFLOOR NMM 2 x 10's @ 16"o.c. NMI2 x 10's @ 16"o.c. U Ll L 3-2 x 12 HEADER TOP OF PLATE W19 x 53 STEEL BEAM 5/8"FIRECODE GYP. BD. 36'-0" u� 9"BATT!NSUL.(R30) (FLUSH FRAMED) ON 1 x 3 STRAPPING @ 16" If o.c. IN GARAGE SECOND FLOOR FRAMING PLAN �x - � GALV.STEEL DECK FRAME&ANGLED n q SUPPORTS W/STEEL GARAGE POSTS IN WALL,SEE STEEL BEAM DETAIL 7 FOR BASEPLATE (4"CONC.SLAB PITCH 2"TO O.H. DOOR W/6 x 6 WWF EMBEDDED) EL. 13.0' TOP OF FOUND. EL. `� 2-P.T.2 x 6 SILL 8"CONCRETE FOUNDATION W/SEALER o WALLS W/8"x 18"CONCRETE v FOOTINGS T04'0"BELOW GRADE USE (1)#4 HORIZONTAL BAR AT A S E CT I O N @ GARAGE TOP&MIDDLE OF WALL A6 THE DESIGNER SHALL BE NOTIFIED IF ANY COTUIT BAY DESIGN, LLC NEWGARAGE FOR . REVISED: 1/22/2015 TERRORSHESE AWINGOMISSIONSPRIOR START ON SCALE : DRAWING NO. THESE DRAWINGS PRIOR TO START OF WILL BE RESPONSIBLE FORT E CONTENTCONSTRUCTION.THE BUILDING CONTTOR 1/4" = 1 -0" 43 B REWSTE R ROAD IN THESE DRAWINGS IF CONSTRUCTION S TA N I A R RESIDENCE COMMENCES WITHOUT NOTIFYING THE MAS H P E E ,MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS, DATE THESE DRAWINGS ARE SOLELY FOR THE USE P H. (508 2 74-1166 OF THE OWNER NOTED.ANY OTHER USE OF 2 3 6 SMOKE VALLEY ROAD O S T E RV I L L E M A THESE DRAWINGS REQUIRES THE WRITTEN FAX (50 ) 539-9402 CONSENT OF THE DESIGNER UNDER THE 12/15/2014 A6 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. N 364„ 1,-6' 33'-0„ (SHED DORMER) 10'-6" 12'4- 10'-6" ol 10 W E 0. 5'-1" 5'-5" 6'-0" 6'-0" 5'-5" 5'-1" '00, a' PELLA 67 x 6'8" DECK DN. FRENCH INSWING F DOOR F v " DD VENT FAN ® O OUTSIDE a SINK IT BATH ry6+ O GABLE END `b WALL TO BE 1� BALLOON TX 5' FRAMED _ N LIN. 24'-6" 2'4" 9-6- Go O DN. E zo N toBEDROOM 0 `� HALF W LL TEMPERED N (VAULTED CEILING) U.C. 4'-0„ GABLE END REF. WALL TO BE .41 z I BALLOON 100 I --- FRAMED - - - - - -� F - - - - - - - - - - - - - - �- r-- -—� o DW ACCESS ACCESS PANEL PANEL Sv I I ER L___ RAATS o NAILING SCHEDULE 110 MPH EXPOSURE C WIND ZONE p p JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS lo 2'-4" 2'-4" 2'-4" 2'-4" STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"o.c. HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES 6'-8" 4'4" 1324" 4'-8" 6'4' FLOOR FRAMING: (SHED DORMER) (SHED DORMER) JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK 36'-0" LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-1W PER FOOT SECOND FLOOR PLAN ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD 1/2"&25/32"FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS > .._10 _ 16d 6"EDGE/6"FIELD NEW GARAGE FOR: REVISED. 12�3�2015 THE RAWINGSPRIORTER SHALL BE OSTAR IF ANYSCALE . DRAWING NO.C�` ���� ��� ������ ���'1 RS OR OMISSIONS ARE FOUND ON Vt,/(�+� THESE DRAWINGS PRIOR TO START OF 7 ,, CONSTRUCTION.THE BUILDING CONTRACTOR �4/�it 1-011 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION (�/�Q STANIAR RESIDENCE COMMENCES WITHOUT NOTIFYING THE MAS H P E E �MA. 02649�J DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE DATE . P H. (508 274,_1 1 66 OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN FAx t50 539-9402 236 SMOKE VALLEY ROAD OSTE RVI L L E, MA ACTOR TME°ES'GNERUN°ERTHE zip 5izo1 4 A2 HITECTURAL COPYRIGHT PROTECTION � ��'e, N NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 36'-0" & DIMENSIONS IN THE FIELD W E „ 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, 3-0 12 0 5'-9" 15-3' DETAILS, & FINISHES IN THE FIELD WITH OWNER A 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT A6 FIRST FLOOR TO BE 6'-8" ABOVE SUBFLOOR 12'-0" 12'-0" 12'-0" 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETfS �7 LINE OF DEC ABOVE STATE BUILDING CODE, 8TH EDITION AMENDEMENT & IRC2009 rT - - 1 - - 7I 1-I 17 -1 -T7 _ -- I 5.) 110 MPH EXPOSURE C WIND ZONE I I I I I I ( 1 I I I I UP 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD OUTDOOR 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY SULLIVAN ENGINEERING FOR ALL PROPOSED & EXISTING DETAILS BATH SHOWER 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF `° ALL SIMPSON COMPONENTS VENT FA ® `° OUTSIDE �° 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS 2 s x 6 s INK 4'-0' TO BE 3000 PSI A 11.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE r DURING FRAMING CONSTRUCTION GARAGE s'-6" 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE 2 5" (PI CHN2"TOOC. BH. DOOR 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED W/6 x 6 WWF EMBEDDED 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA, EXPOSURE "C" 7-7-77 & WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF 4 x4 x 1/4"STEEL POST I I I I 4-0 MASSACHUSETTS WIND SPEED MAPS UNDER EACH END OF STEEL BEAM I I I I 3'-4" 0 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING N W12 x 53 STEEL BEAM ABOVE L —�� co VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS -rg — W/ OWNERS PRIOR TO START OF CONSTRUCTION — r 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY HALL CLOS. EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION N INSTALLER/CONTRACTOR. "' co co 17.)ALL HEADERS TO BE 3- 2 x 8's UNLESS OTHERWISE NOTED 4'-0" 18.)SEE ALL STRUCTURAL DETAILS PROVIDED BY MICHELLE CUDILO, P.E. A FOR ALL STEEL BEAM & FRAMING INFORMATION c UP A NLRE FOYER ,�, o0 co D WINDOW H E SC DULE TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS 5'0"x s'o� "SLIDING Y A 5'0"x V0"SLID A PELLA ARCHITECT SERIES 3759 3-1 3/4 x 4-11 3/4 DOUBLEHUNG BARN DOOR A6 BARN DOOR B PELLA ARCHITECT SERIES 2323 1'-11 3/4" x 1'-11 3/4" AWNING C PELLA ARCHITECT SERIES 3517 2'-11 3/4" x 1'-5 3/4" TRANSOM 13'-0° 10'-0° 9'-s" 3'-�" D PELLA ARCHITECT SERIES 2947 2'-5 3/4" x 3'-11 3/4" DOUBLEHUNG E PELLA ARCHITECT SERIES 3757 3'-1 3/4" x 4'-9 3/4" DOUBLEHUNG 36-0" 10 F PELLA ARCHITECT SERIES 2953 2'-5 3/4" x 4'-5 3/4" DOUBLEHUNG FIRST FLOOR PLAN- g IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS SMOKE DETECTOR CLIMATE ZONE 5A (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION QC CARBON MONOXIDE DETECTOR TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) HEAT DETECTOR FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 0.35 0.60 49 20 30 10/13 10(2 FT. DEEP) 10/13 NOTES: 1. R-VALUES ARE MINIMUMS & U-FACTORS ARE MAXIMUMS. 2. 10/13 MEANS R=15 CONTI INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOLE--O- -m CAVITY IR8bqATION AT THE INTERIOR OF THE BASEMENT WALL 3. REFER 70 IECC12012 CHAPTER 4 FOR' LL INSULATION & ENERGY REQUIREMENTS REVISED: 12/3/2015 E DESIGNER OR OMISSIONSALL BE EFOUNDOOTIFIED IF ANY SCALE : DRAWING NO. : C OT U I T BAY DESIGN, L L C NEW GARAGE FOR : CONSTRUCTION.THE BUILDING CONTRACTOR 11 .� 1 11 THESE DRAWINGS PRIOR TO START OF ""'" — WILL BE RESPONSIBLE FOR THE CONTENT 1/4 = 1 -0 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION S TA N I A R RESIDENCE COMMENCES WITHOUT NOTIFYING THE MAS H PE E ,MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE P H. (508 2 74-1166 OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN FAX (50 ) 539-9402 236 SMOKE VALLEY ROAD OSTERVILLE , MA CONSENT OF THE DESIGNER UNDER THE 12/15/2014 Al ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. A28 .. A27 s ZONE: A3f A30-----A2- ■ r s`' RF �0`ti� .�itt. A32 �/..- - �- --~; 'r---� � A25 � I � Area (min.) 43 560 SF 5 ' e as3 / _ STING SEPTiC a °� (87,120 RP00) �a� AL , -- -r- ` d9 'µ e--- --- -- - j _ ^ 1 `� \\ \ A2a No Engineered Plans ' E Ya. Frontage - ., s. a (min) .150 �/ // -9- \ \ 5 Bedroom Capacity Width (min} ////// �o /.- ;�.,,�. � �•�1 \\ \\ Permit 97-351 1 ;a j /'' .- -- \ \ information from 7y Setbacks. ` As Built Card Fron t 30 A34����//�j �' / _. n,•'p, Qd�o:-:pis ---• \�\\`\\ \r A23 B // /j,/ -f :�. �k�'° Fro r�\ \\ \ \ \ '� �. Side 15' A41 ` ��;•. \ r, Rear 15' ^42 - _..^_• A40 T. "i"•: �, .. " • .,,, `.•. ,` A39 A35 - - A43 rr �''_¢ ` �. .\. ,� A37 / //// ji �\ 4�p `\ \ AL FLOOD ,BONE. /, ',A44 �/ - _'� - �- - =.- = � -� r >r ! ! � � `� � I Q j�.. I ,�i �� � Zone AE elev.12 & Zone X 1!I /// . R-- = t...--. _`.,'- `= `` `, le ``�. t I F ( I l ( I { \ FF�rs.:$� ,, �•: l ` Pnra mttes Communit Panel No. ! I!f/ a "-ems•.`*. � ` \'� r��uf�er -6x�" ck' k �' . { t l �° �ntA-% i I 4 \ g �j tit' x. #250001 0544 J (( (11(j/ //i _- \\ \�\ \ \ I I �\ \\\ \ �• t . V 1\ \, Ago July 16, 2014 !.d ( {! i f / "'-�o -`' ' `` \ \ \ \ i •.. \ 2 r �� �► I Ab1 !( \ 6x8 Fountain ` \'•. \ Wood•Frpmed .� ' S ' --ei - -•� \ \ ` ,• y�,� q "� \ �'` \`� \� L owening `� ` �oo t { 1 { 1 Solt Marsh LOCATION MAP: A45/ I (!/ �(' t \ \ Yd , r \ \ Qi { {' A19 Scale: 1" - 2000'f �\�` \\''•.\ #a � o• �'\\1 ,t t I \ . _ Ill l 11 / ( i 122,c9 2?x7 / // // X / / r.^. •�,` .` j\' _. ib- d/o I' \� \ \ A18; ASSESSORS REF.. !� t \ \i Ma 9'7 Parcel 003 : ` /p� A6f \� \ `- p 1 I ! �' / // / f Asa \ • y� y� --aa-- e , \ \\ A OVERLAY DISTRICT: 1(( \� r, r, / \\ . \� - , \ \ \ , 17 f 1 \ ✓ / / o fir/ / \ \�\ �:..... -- -�3 `-\� \ \\ \ AP - Aquifer Protection District 11111 \ ... . , ,- ,0', l �,�-/ // / r \� \ \� -,, ar-r •• .fig ~, r �� { ' \` GP - Groundwater Protection District A47, l31i)1 N \\ \ - ''�� / X,jr/f/ .o�� // / / .'A60 "-A64 . �� ��'�.r'� i e: \ "� \ \�l'\ \\� I Z As Shown on Plan Entitled I i t t ` �, o \`` ,�' // g�` �c. // / / ? h'a a 1 \ ` \ ftltc , ..Revised Groundwater Protection {� W p \ - ' /. � `� ��;,�c/ev �`\ I � �e \ \ 1\ \OverlayDistricts' - April, 9 �,,,, / .ASs �t{k Ass `� �:•' `P \ .. cr t i p ii, 19 3 �� 1� ��/ / / `..� .s \�*�, I Proposed 2 N, _ /Z .� \\ \ \\ \,,`�\ l PROPOSED \ ` \\\ \ Thrust Pressure \ A48 I > _" "� ti9/ �j Asa A66 �`` \ \�` \\� \ � WALK WAY \\1 \\\, \ A15 N�.� { 1 \ \ 1 \ ` , , Where Needed o y' /i's'/ A67 `(�x4 stON�s • •� ao r / ,,,, .•-,,, ,,, �/' /. Resource Line Flagged \� \\ 4t, � •� } \�� \� ,� a� � LEGEND: �° A4� ' \ A5i by ENSR APRI03 \ \ \ \\ \''� I \ �\ ,, / / Ass' \ { 1 1 �1� { ��' - w- Water Line (as flagged) \� / l l ': \ Q { � { C) -0 \\ 1 \ A56 \\\ , \ ` 136 I 1 { - G - Gas Line (as flagged) a501 1 t \\.mod ` 1 \ �& S \ - r - Telephone Line (as flagged) ,_ - /.- Ass _ rt Hydrant 1 \ ,-/ Ass Light Post A53 A54 1 I ! I 1 f ( 1 1 ` �n O D Wetland Flag ,flit, A5i A52 a7o 'I I 1 ( ( L . / � ` , ' 1 i \\. Proposed 1- A. ` 1 co Z O Vent Pipe • slit. Ejector Pump .rt w• d Deciduous Tree -. /. ' I (� ! �, • ' \ \ \\ \ `Al2 Alf � / I � \\ \\\ 1 1li� ! / �ROPOSEO Salt Marsh -'`/ \ \` - - �/ POOL 'A72 i ! ` TERRACE B,q t. t- ! 1 { ` \` Ali I Locate Outsid of a Box \ I I r B�OJ"1►OM l 1 ` ,, Pump Power do Floot contra its ""'- -^� / Cables Installed In Accordance A73 With Federal. State & Local � Sidg. &Efea Codes Al / / / 1 / / / { Alarm Ta Be On Separate �``1. •:'' ❑ f►'OPO // / I tiA10 Service From Pumps �Q ` 1/2"e Galv. Pipe 11 f For Root Support hO w `�' A74. 0,� Lot 37 °NN 36y� `.. ` 76 l /\ \ :. ,,,,,ti i \ \\ \ Total Area j'"`"r' \ / / ,,,_. �l 1 l ! ' \ • / \ l I .,�Il�. - 9.92#• Acres (Record) 4'0 Sch. 40 PVC 24"fi opening Above a� , o r `. f From Septic Tank For Manhole 18 ` !: J -''. �' \ m OP g o+ �` p ,1- F` `' i ! 1 / •• tt11 I 1 ' Upland Areo Compartment Frame & Cover BenChmar : .. / ! loop ••' , 1.1.i { { ` 3.95E Acres (Calculated) ``Q 3 ti1i' fi�Lj ! ,f [' ( / ta c \ 1 I ns fF yet 00, Top of CB/dh end-, (-•-s'-2'-►� i oil 1 a El.-10.86 NA1/D'8$ r a �962 4�Or ✓ / / r A 7 ' \ PUMP COMPARTMENT PLAN VIEW DETAIL z°� v� ` • °� / I I ' j !i� a E \\ '� • NOT TO SCALE .y�'�o / •', /� '. \\ 10o Buff �y9 Phrogmites •` / ) Q • .•• \ \\ ` ' \ AL Conduit ]hru Chamber For 24 0 Manhole ` / I! • ' •'' •'' \\\\`\ \ Power & Root Cobles /` 1 • • • :. Fini Frame & Cover 9" in. • . \ Grade Cover ,`` . ` /l.•'% ' . \\\ .J1 MEW SEPTIC NOTES N• N . . \ tAL .............. 4*0 Sch. 40 PVC ��. N , / / \ \ f { { ` A5 ~ \ From Septic rank 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours / \ \ t Compartment For Drain X j' •• y :��� Prior to Any Excavation For This Protect the Contractor Shall Make �• o l �r ./ / i 1 .l \ ,�i..-' "-��• i�,� � ,�`, 1i To D-Box Emergency storage o the Required Notification to Dig Safe(1-888-3447233). �+ //"' \ \ \\\ A Volume 209 Gal. ur Min. r Gayer 2.The Contractor is Required to Secure Appropriate Permits From Town . ., I / , 1 ` Alarm On f1. 7.50 • •� � o \ � � �id. Solt Marsh ,�� Agencies For Construction Defined by This Plan. ave/ \ \ i l. 1 Pum :m \ \ Pumpon El. 7.33 1 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall o o. `� '` e \\ ` \\\��\ stone wall ` ``a Be Constructed of Class 150 Pressure Pipe and be Water Tested to a-'� _ }t -- w y I � � \\\\ \ A3 Back Flow From Pipe El. 6.50 Y a� 2"0 Sch. 40 PVC. P u, o / __ / p � \ 1 \ Pumps off El. 6.00 Check d o Volvo Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance Post and Rail -, "- r �� ,� \\ \ A2 �` With 248 CMR 1.00-7.00&310 CMR 15.00. Fence Typ. /''. \ \ 7 Bottom of Chamber El. 5.00 Bottom of Tank El. 4.50 O ( ` Secure Pipe at rap 4.A Minimum of 9"of Cover is Required for All Components. ° rn / --� I Bottom of Chamber \ 1 Stable Cam acted 5.All Structures Buried Three Feet or More or Subject / / /2 H.P. M rs PumpBase ' \ Al _ / Aror Approved Equal to Vehicular Traffic to be H-20 Loading.It is the Engineer's ` ( 1 r 1 ` ` \ \i �\ �\� _ _ . .- -- -,,. r- .- ,- .-._. 6 men Prior to Ordering Pumps the Contractor ,.._.. -- -•"•" .---" -.�. ..- ..r , • .••- o • Must Confirm the Compatibility of the RecommendatloII that H 20 Always be Used. !00 BUffer ,` \, \ �� \ ` - i 98 o V •''� ExistingElectrical Service 22 Wide W y m ' ` � - *� \ ..• 6.Install Watertight Risers and Covers to Within 6"of Finished Grade o { �` - f -.• / Over Ejector Inlet,U,and to Grade over Pump. { o '� r e t { / ��� .-- PUMP COMPARTMENT SECTION DETAIL 7. Septic System Components to be Installed in Accordance 1 0 4 t __17 - �' .-,a _ - : s o.o • f With 310 CMR 15.00&248 CMR 1.00-7.00 Latest Revision ' ' - " '� _ �' --� - R ad N6T TO SCALE and the Town of Barnstable Board of Health Regulations. , 1 t ` a i • . ,- t ley Ro 1 t, � � 1, :-�- .--;4� �- e Val ►� 8.All Piping to be Sch.40 PVC. rl \ \ \\ �• oz ' SQ1Ok (40 W 9.Ejector Shall be a 2 Compartment 1000 Gallon Tank with an \ Proposed Barn Approved Effluent Tee Filter on the Outlet. f Not to be used NAM 88 as a Bench Mark F.G. EL. 11.5-13.0' 1 / ...... tone Curb o ! Femen t 11 NGVD '29 t ` PROPOSED DATUM EL. 10.25 See installer To EL 9.2 Note 10 APPROX. Existing 1500 Con firm Prior EL. 14.2' Galion Not to Stile To Any Work 500 Galion 500 Gallon Septic Tank Settling Pump Chamber Chamber Notes/Revislon: PREPARED FOR: PREPARED BY Title: EL. 4.5 ' 1.) The property line information shown was G. Wade Staniar Sullivan Engineering, Inc. CapeSury PC Improvements 1000 Galion compiled from available record information. g1 Proposed r'- 2 Compartment, P. �. BOX 712 PO Box 659 23 West Bay Road n Ejector Pump 2.) The topographic information was obtained Concord, Mo. 01 742 Osterville, MA 02655 Osterville MA 02655 236 Smoke Valley Road o H-20 from an on the ground survey performed on (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fox BamsjL (Osterville) MaSS.DEVELOPED PROFILE OF SEPTIC .SYSTEM ar between 28i�AN/o3 and 26,�SEPT/14. PS�,IPE�°i.�°m �aPesur��ape�ad.net N T T ALE 3.) The datum used is NAVD '88, a fixed mean 40 0 20 40 80 16o Draft: CTR Field: MDH/WHK � O O SC sea level datum. Datum was shifted using the s conversion above. Comp.: MDH/CTR Comp.: MDH Date: Scale: November 4, 2014 1 = 40 Review: PS Drawing C280_2G1 ,A27 A28 , A29 �, i \ A26 A31 A30 — �„ `••- '`� .� \ plc. .... �c \ \\ A23 A22 %-MO y.�P q�.o� �4 C� 4 p � o QFo -- i a A21 VIP � I I I \ 1 \ IA20 � 2 story I I I 1 Pipe/� 1 I �- L � -Wood Framed 0< I I 1 I I I I �.� 19 Dwelli�Q�Ga � G N A19 � Solt Morsh \ 50' Buffer AL JIL �o. IN, I Ass '`�• \\\\ - \\\ :\� \\ s C F\ \ \ \ \\\\� A15CL N \ \ \ \ \\\ 11\ A14 n �I� 0 A68 \\ \ 1 \ \ I at :. � oil \ \\11II IQ� 14.5 p� A 9�\ C. I rt \ \ \ I y I 1 I \ I I I I I A13 tse�\�G C7 -• - \LT%\,I ( I o �:. \ 1 14X7 I I I I1 I I ( � . �0Qo4joc��' a \ 1 I \ I I I: I I I I I cr\ I p.N°° gF�`' Ito A7ot�� s0l I I of \\ \ .3°po�� �, - rn�E-r Ex 1 s-r DRIvE I 20` \ \ \\�� Al2 Q bo J�F A71 i10 �1�4 50 Bu �r �L,c� N110%C- cLO r 4xs) \ �,I I \_. \\ �� H��pVA NP�� c' G 1I. II \ \\\\ A11 PR�P� Cp��5- I n��^Z P ��ACH PVT t=oR Poo" 2 // / ` � � G ��E,. � III \ \ \ bRAWpOWN ¢ \ V�N- v Nt o A 73 QS // / / \ � ! %PN I�' •� , :7 � �' / �`•� I � I I I I y�`L�,d I j .� A10 A74 , Lot 37 N A76IA9 I ' ' fnd �- / l y GNP 1 /'`mark: � f ce/dh fnd .73' (NGVD'29) / �A7 ............... Jw s, / \\ \ \\\ kA ti.9 \o\\ \ \\ As '1ll` 0\5I 1 \ AL GCB h L � c0�.��� itA5 fnd\ S � i r \ I A4 .111h Solt Morsh T— ell AL /f / yea.PH ONE 22' Wide Way V two / \\'••'\\\ \ �� \ � ,� r �- — _. % �•y � — oad 72.78' R I \ B galley N.84:33'23'E Sm0ke II 40� Wide) r012 L3aNDSCAPIN& ANO 1.IG1-4"r1NG SEH 1�LAN iHV RIGlG LAnn3 \ � / �V✓A•/ /�Pi70N1v ro�OgPP'�GC� ✓l / Easement \ — Directions From Hyannis Follow Route 28 toward Osterville; Take a left onto Osterville West Barnstable Road and follow to the end; Take a right onto South County Road and then a left onto Smoke Valley Rood; House is on the right, #236. PREPARED BY. Title: Staniar Sullivan Engineering, Inca - CcapeSury PROPOSED IMPROVEMENTS cv X 712 PO Box 659 7 Parker Road �, Mo. 01742 Osterville, MA 02655 Osterville MA 02655 236 SMOKE VALLEY ROAD OSTERVILLE MASS. ° (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax � PSOPEOcol.com copesurvOcopecod.ne t (V 80 160 Draft: M J D field: MDH/WHK Comp.: Com MDH Dote:p.: 'August 6, 2004 Scale: As Shown Review: PS Drawing # C280_2G1 ZONE: Ak RF Area(min.)43,560 SF ` ���'/ \.Amx �-i ----'` �w•w a;cac�1\\\ `\_ t`iA4 _ 7i. (87,120 RPOD) Q2 dv Flood Zme From FIRM Mop ar'-`k / %, j -� �\ \\\\ A. a 9 re•"Q 150" •� C—Ity-P°nbl Na 250001 0018D Y" `/ it = Cr °:' �,\._ Qg�D� AL Setbacks, Mop RewW Ad Z 1992 • Setbockx n/ 5`" _•,P.. ''4�� \ \\"� a s . _ - Front 30 ^� i// Side 15 G! A.t nn 4#. Rear 15 �` D /�i - •\_`^` "w �/so A.m j •e,'/ 1k, Qoo A.s �.`"„` s=, Aa> l / / 7S/�/�/, }\ `J JLc //�--_\ � ..� - `.- Axe• „ f !•"Si P 4? ` ., 45 I\ II 'J'J°la° FLOOD ZONE: Au ;/%�i�- = � Alk Zone All(ed11)&B ` 4114�fff� —_:u ��__ \\w eDnar \\,a f ��• I X' ...�. �\1 ,r Ii11,i\1 • ! fD / , __ •~ \\ \ - �� \ it \ Community Panel No. l 1fill' •_'.. ✓y ;., � 50001 0018 D , I2 ,�r,lllu / 2D= }IS Da'r°t 1 r Jul 2. 1992 lrf" I �%`-_- �` l .e\ •\, \ \ { PPav-` r I- i I C a \ A a aa.n R°w l 1 {1 1 n s. /ill fi>�t I (-/_---- \\ \\l\ \ ) i_ `•\♦ �\v.,- asw + LOCATION MAP: "a y4i�g1�4//s/ / —2a__,�" \\�\\ \\ark\ ` \ �\ \\ `\ \\ ;` . .� # Ill 1 II{� 1 t.r9 2000•t \) \�\\\?\, sat Monh I A.s o.f,//) ASSESSORS REF.: tl'l/IAllt'11I l s Mop 97.Parcel 00.3 OVERLAY DISTRICT: AIL I 11 \ l \\ 0/ -„//ji ,jam /�// / owrvs \�\'\ \ �"-�` �� 7`•. \\\1\\-�,[��� AP-Aquifer Protection District IIII,U /R , BvNer'" GP- Groundwater Protection District /l/! —' a:: i// /// "01\ems `� -\ �.,\ \ \ g / •`'�'1'\\\�\\ As Shown an Plan Entitled li�j\ 'i \'�;e i// j / �, / i +d4 Revised Groundwater Protection Ip�tLi, / 'gc \, ,� ;: \ \\Y \\ Overlay Districts"-April, 1993 11\I\\r - 15,;•�, / j/, /� `\,� As \ _. ////iii/P .w`\`•-�\\\r• \ `:\\\ \ i't 0\ r %�� It— t ENSR APR Flogged �> \�\ \\\\\ \ \i °o / \}b\\\I\\\}t 1�1\A,. 2. LEGEND: ;"�4 a\ //iii%o A. y M1 weR�\\ i '\ 1 1 <At f sXl\1`1 11 i ti2 111I11�1 y% -c-Water Line(as flagged) Am °� -Goa Line(os flagged) A }F, �, :�'✓ \ 1 -i°1 �v. I I{11 l i ,.D 3la r-Telephone Una(as flagged) O Hydrant AL C Light Post \l+ri •,u` rat - a Wetland Flog / - Am O Vent Pipe AIL illt\. °A. tAL •� . � - Aa /�) /i Kp1�:' � .1.11�-''1{ w H's•a r�k ' CaM/+bOWN♦. I . I 1.1 1 \\ �NY N�`+S Sat Marsh ,1� Z emu• � A>s 43� Proposed Owipalion of&dperZone Nies3.6B.w Aw /1 //��/y.•: p p r �'j!/ ''f a / / ! -" > Lot$7 °o &`' Tenallts I Terrace 774 of A>e A. // I I r \ 1\\\ ""' �. °6�c• - '$'S Pool 220 at L�-.�i5 1 f / I Md / �a to 57ft sf 1 7 e 4 \\ I l 1 I I Total 2,506 at Benchmak: -/ :;� ! I P+ i �a° Ilk Top of CB/dn-D,d / . Re Planting of Buller 13,DD0 at El.=r1.73' Ncvb'29 j� 11 Not Gain 10AtM at ................. \ A> ilk �.5i\of � i 2`Ptro PLAN VIEW AL � ` cs , °61 bttab mle t"=ao' / !i .� / \ \\\\11\,\ I and i / / /T 9vs <<'�at �% t^1`I111\ AL lot A. AL sat Mash LANDSCAPING NOTES` }s �M^ww :P .13,ODo sf of new naturalized plantings replacing lawn: oil \mar\\x + er° sure\r4/Fbo \ �0• beach plum,bayberry,cedar.juniper,little blustemand II / :jr \._ \\\\\\ l r`x+P'�° AIL _ other grasses - �weRc�Dw.,,.�.,.N / i / ,�,. / / \ \, \`\\\; \\\\�"�� .�o�'c`A�a �..- FlCRAVA,eRKAI.I "'OA.mctq.cb PNOnC 1 ) 1 }"y :5 Ci Terrace and walls-Remove existing brick , ,,HD QA0"• I If )'/ terrace and three pine trees. Rebuild the stone , I I / \ \\\ _✓�� " .54'4' wails 10 feet to the north and the west. : t+( I P \ \\\\a\is•..c_•-• = c i % t it Place a 2 car,one story garage in the area of the °s DRIVEWAY SECTION {,r 1 \ J�cr \ \� \\ _ ____ �j D existing harking.The garage will be lxrilt on slab.The ( Not to Sco1a - w 22'Wide Way. 1 j• \ \ \- �'��' existing garden and lawn will be replaced by native f rA plants.A small stone terrace would he boated east of f'Y,r e •- - \\ i \ -1 1 \ I_ 1 \\\- _ _ LA,85 s7the •• E Main House front lawn to be reduced by /bnce �g�2,0733 1\ 1\ '' 0 \ approximately 15 feet.A 9 foot stone wall would Cs.x '� \ \ - 72.78' vRQad ill be built to allow the lawn to the leveled. Low - �l n - .n,o�e:•. tp{\ \ \ \ \ ;., ...Etr•OP (40'Ig native planting would replace the reduced lawn. �C'S� / O \ - ,�D`v 6It6 RAN W V RICK t,PMq \/ V MPP�N F New Pool,22k4S ft.with a possible negative �^\ '"i~ nsso'^T6" 1 bl\\\// i / T"`Pq�•' edge,would be adjacent to the existing tennis ,yam "� court and the proposed barn and trellts. G Now.Ddveway-would require a low istone wall_ _ Easement I and the removal of a minimal number trees.The 1- -i Directions: From Hyannis - Follow Route 28 toward OsterWlle; driveway would be a=Shed stone drive. - 1 lake o left onto Osterville West Barnstable Rood and follow to the end: Take a right onto South Count Approximat8fy 30 new trees would be planted t °°.ReoRrrKo wRs s•.wnbH Rood and then o left onto Smoke Valley Road; House together with 50 stabs _ .mtm>cws®mru.srva z/r os, c...,....wNrs a z/jos awA. u,rb>. . y at.N35o -Aaoeo+-.c+?auP F.wDc naa+rwTww is on the right, Ip•736. H TheexdsW%..gardenwiUbarehabilitated. w.�nS,eN a.Ds c ..r-.,sago c°=.n,.Aaw•Pa Additional natural plantings of holy varieties will Axuu„awRa WADE 6 rAra 'Notes/Revision: � PREPARED FOR: PREPARED BY., live: be added to replace exishng areas of lawn 13b aMON¢V4�lDV D OoiertDutmw Oe'r�2N LLEy Mass ` 1.) The properly line Information shown was G. Wade Stonior Sullivan Engineering,Inc. CApESUN PROPOSED IMPROVEMENTS a. compiled from available record information. P.O, BOX 712 PO Box 659 7 Parker Rood Osterville, MA 02655 Oster dlle MA 02655 236 SMOKE VALLEY ROAD �. oa o,no. g.) The topographic information was obtained Concord, Ma. 01742 - OSTERVILLE,MASS, from on on.the ground survey performed on (508)428-33W(5a9N29-ills m. (sae)420-JM_(Sag)42o-J995 Im cwracmam.mryayoot ffQ or between 28/JAN/03 and 4/APR/03. PsuueEaomrnm enyesawc�ecm.nett\l' fM,aueear..,Y•.ra >r J..) The datum used is NGVD '29, a Fixed mean 40 0 20 40 Bo - 160 Draft: MJD Field.' A(DH/MHK y sea level datum. - Comp...- GOTP•: MDH. Date: Scale: - y . .. Review: Fs Drbwin -C280_201- 'August$,2064_, As Shown 23ooq GENERAL SPECIFICATIONS barn SIZE: DEPTH: REFERENCE NUMBER: TILE: COPING: DECK:TYPE: EXISTING PATIO: 10"wal Is FINISH:TYPE: ( , 8„ floor PUMP:TYPE: SIZE: boom Oil � FILTER:TYPE: SIZE: 5" toe ledge HEATER:TYPE: SIZE: e SPA 51DE .- CT REMOTE SKIMMERS: - LIGHT:TYPE: READ: toe ledge 18 g T T POOL CONTROL: -....___ --+ CLEANING SYSTEM: ----- ----- '-------------------- --•----------- ----------- _-----•----- ----- ------------ : SANITIZATIONSYSTEM: auto cover main drains OTHER per code ' bench : 34Q I s►o �e -__..m _�- SPA SPECIFICATIONS 3'6° SIZE: ELEVATION: 8' ul THERAPY JETS: THERAPY PUMP: �0 CONTROLS: LIGHT: " ------------ ------ , SPILLWAY: . ------------------,--------------------- �_____ OTHER: swim lane 416" 5" toe ledge , 1 tennis c,t # 4 a 12" O.C. E.A. # 4 ® 12" SPACING SHALLOW END FLOOR THROUGH OUT ENTIRE TO DEEP END FLOOR INSIDE V-EDGE POOL WALL TO WITHIN 31(6" OF POOL BEAM lace #5 4 #4 bars # 3 12 O.G. E.W. 451 p tile face( glass 1"x2") #4 VOL. a 12" 0.0. TYP. POOL V4ALL5 their respective faces STRUCTURAL NOTES (3) #41'... .................. __..... ................. :. ...._........................._... . . _.. .. .... ... ..._...._.. i " 1. All construction is to conform to the Massachusetts state building code and all applicable product and design standards. Absence of specific Items from these = drawings does not infer that the contractor is relieved from the statutory code requirements. 2. All materials and methods of construction shall ADDITIONAL #4 5'-O" E.W. conform to the approved rules and standards for IO�� ; materials, tests, and requirements of accepted o FLOOR TRANSITION PT. PLACE I" FROM TOP OF SLAB engineering practice as listed in Appendix A of the Massachusetts State Building Code. Pool Notes. I. Assume maximum safe soil bearing pressure- 2,000 &�- 2. All pools are to be placed on natural undisturbed `` material or compacted granular fill. Subsoil bearing �v NtARK A. # 4 12" O.G. E.W. HYDROSTATIC RELIEF VALVE 8 FLOOR g g o INSTALL PER MANUFACTURER'S p fr�ry5�:`'s strata shall be free from all vegetation, loam and �Q THROUGH OUT ENTIRE SPECIFICATIONS organic material. g 'Vi trill POOL FLOOR S. Do not place backfill against pool walls until all walls _ have obtained "i day cure strength. �,,. .gl�114 4. All pool floors shall be laced on a I'-&" layer of =� crushed stone compacted to 415% standard proctor t gs #4 VAL. ® 12" O.G. TYP. density at the optimum moisture content. Shotcrete (3) #4 CONT. TYP. 1. Shotcrete mixture, form-work, delivery, placement and # 3 0I2" O.C. E.W. reinforcement shall conform to all requirements of AGI 506.2-95 ( latest edition), unless otherwise noted. THROUGH OUT ENTI 2. Concrete materials shall be : ASTM C Type I Portland NAME: STANIAR RES. SPA WALLS cement. Stand and gravel aggregates shall be normal welght and conform to ASTM 033 Standards. Aggreate ADDRESS: 236 SMOKE VALLEY RDD /f not meeting A5TM 033 standards may be used provided HYDROSTATIC RELIEF vALv*E pre construction tests demonstrates the shotcrete can CITY: OSTERVILLE MA ZIP: INSTALL PER MANUFACTURER'S 4 o 12" O.G. E.W. meet specified requirements. All concrete shall be SPECIFICATIONS THROUGH OUT ENTIRE air-entrained. Concrete compressive strength, We,) In 25 RES.PHONE: BUS.PHONE: POOL FLOOR days, All concrete work- 5,000 psl CUSTOMER SIGNATURE: DATE VIOLA ASSOCIATES 110 ROSARY LANE, UNIT A, HYANNIS,MA 02601 (508)771-3457 VIOLAASSOCIATES.COM DRN.BY: DATE: REV.NO.: DATE: 8118114 SCALE 3116-=1' A287 -10 A30 A29_ ,_.>—z- �. A26 ..ZONE: ,_.._. -- A31 PNP A25 0 4 o 0 RF �tllL0p 5g�� i Area (min.) 43,560 SF p. aU a33 / .* �xs o s�� • •l (87,120 RPOD) ��pt'� �� /% — -- '`10o` cx"r+e, \ \ A24 ap• ,�ee' w,o; .. „ °,,� �Jlk Flood Zone From FIRM Map Q vp� /j /r _/�,� C� �j,r P.� \ �� \\\ \ o�� 1 r- r o_ e ( 150 Community-Panel No. 250001 00180 Q J � �1 — , — i L� \\ \ c�'{ p� Q Widtha min) - °p July 2 /done Ile / — — -- i '' �,�- .�: \.1 \ �\A ��,"�,P- T° M Revised J 1992 \\ etbacks: A3A Zone/B Q yA?; \ .- •4 .... \ \ \\ z3 o 4cf G q. .. Fron t 30 f A41 �// r •;o .�' 1 1 \ \ \\ \ \tP � A a��_- I a :$r Side 15' A42 // ✓j /�Qs ,� ( . \\\ \ \ op -zr eo °` -- � A40 / /// / ,r Rear 15' 50' Buffer •« A 0 d • /j ` \ `� A39 ! . . A38 1. s M y'C A43 �//E"_ '-�^"- ` �'+vim."F.,*... A37 / / / / / / . y�� `\,\ \ A22 �4,e / — `` _ - v/ AL / / / f + r spa �r I 1 I 1 1 I \ ' FLOOD ZONE. /, , _- _ , "�' o" © / //� �O\9�i� ~\50' Buffer \ ( I t / • y`ir �`$ •�, 1'� I: I I I \, \\ \\ �.„ �y .� t Zone All(el.11) & B I/! Il �f, o Community Panel No. �' // /ilt/// //— _ — `��� _ '+ 1 C' $ '1� \ I \ \ \ \\ \\ 1 g �o o 6. .® #250001 0018 D % +l.Il'119 I I I // :i _-20 '� 1 \ \ \ I I I AZool,Ov N ' 1' 3: •s July 2, 1992 �1 1 I 1 _ �' .� \ \ \ \ ` Founla�+ L Wood Fr Y"i I I I \tip�'/ L+ A4s ! 11 14}►'rIl11! f / ~ 23-�. ���\� � .�..\ •` \ I ss \ \ \` DweuinoQ: ao I I I I II I I I I ., � LOCATION MAP. I(�/ j/i /l/ l /;/ \ \\ \ :�\ \ , l �� , \� , ' I + I \ I \ ' Salt Marsh Scale- 1 -- 2000 f / / //�// ' I _ / ��III /�/ ,// ' I I 23x6 / / / // I \ / // ./ `�\ ' \ . �\ �\ e \ 1 s t•_ I I \ \ \\ \ \ A18 ` ASSESSORS REF.: \4 \ \\ \ A46 / . •\`\,'.. �A ' . M;.r-�.-' / .�., I \ \ \ o Map 9 7 Parcel 003 I ! 111 I 1 �.. \ / / / / --'� \ — ' 1':. \\\ \\\ \ \A17 • . 0 Buffer �x�sr.�txrvr~� OVERLAY DISTRICT. > . -' III AP — Aquifer Protection District ll��sll — /2 9 / / / / / / aso b• \ \ \\ So' Buffer A47 /( '. �4r �/ / , / / I A64�` \� . \ ` \ \\ \ \\ \\ yN N GP — Groundwater Protection District I / $:., \ / / / I s _" \ ,� \ \ \ As Shown on Plan Entitled p'4 -- \ O`' `� i� / / / j j// \ \ \ \ \ \ \\\ \ A16 "Revised Groundwater Protection \ \ ��'` \\ \ \`\ \\\ �• Overlay Districts" April, 1993 •I\ ` \ �'?=�5- //j /. ass A6 \�`� \`\\ ``.� \\ \ *�o Q� A48 = _ t`F : `� /i/ % / /� 14. ass A67�©�� \ \�\ .\ \\ ': r\\\\ \ \\\\ A15 n� o Resource Line Flogged �� \ \ $ / a \ \ \ \ I, 1\ a �a • �° A4 /' , r \� t" i�i i i '�•�57 by ENSR APRI03 6,* \ \ 1 I AW ( \ v I \ A14 D h LEGEND. ,�1 --_ . A68 . \ \ ,��, o \ p — — t( �\�� ' " .�% A5s \ I 'I a4 \ 11111''I 3 m' w Water Line (as flagged) , r`, ;- - c — Gas Line (as flogged) \ 14x5' a ( gg ) Aso • 3 ,. % �.. .,,%+55 \,� \ \\ 1 I �$ , :�� + I I 1 I 1 �I -�o o j I"~ — T — Telephone Line (as `flogged) .4,� — � As9 If \ � I ':I I I \ 1 1 1 1 1 1 1 I �0:a oc 5� 01- Hydrant \ I I A13 r..'.�,=,,, • .---_.. \cs\1 ( 14i7 I I.1 I I ► 1 I �,��� o��' �,� *e'�'• $ Light Post A51, A52 A53 ` I I I I•' I \ -,/ I I I I �.,t3�\ r« \� A 70 �' I \ ! / I •, I \ \ � °°vim`' ► `'^�" -� ! 91dc h Wetland Flag - ! 1 J• I \'� \\\\ \\ � ,N-cGo '� po ' O Vent Pie r��w-r VEXI6"ri r. p Al2 ,I� I A71 AL ' LEpt+A All Pt-s Foss Poo`7? •.•/ /l / ' ` c.. Soft Marsh �11tc ?3 fPA.R%<\t4&CRFethLi.4C:' •. / .f �pj .o N7 �5 I' j / / ;� 1 / eJ r III i I � 50��oQ Proposed Occupation of Buffer Zone Ala / // / / Q �Z� ; / /'w j / -h�f °�,�• / ! o Bam 936 sf / / �. ' v / jA9 1 Lot 37 N Terraliis/Terrace 774 sf A76 /// ! A, I\ Pool 220 sf t� a7s�- / \ \ \ AL Garage 576,af fnd \ \ \ I I ` II o+�o�0 3�0• / : As o Benchmark: / � 5 Total 2,506 sf / / ( \ 1 P Top of CB/dh fndI�`�- El.-11.73' (NGVD 29) Re Planting of Buffer 13,000 sf / I ' a•F. Net Gain 10,494 sf / � AL PLAN VIEW CB Vto�<e� G11 Scale I = 40 / 1�/ ,,� s ` I� A. fnd /// to h' ��'"\ t I J ,p th CIO \ ( ; I ; I(It1A5 A4 AL Solt Marsh $-t WA•ti'ER .11• 12' GRu$ti�.C7 STOMM'GRIv�•W,A/' 45 ............ ` 7 LANDSCAPING NOTES* �,� Z LOpa t M /Foo-r / \ 50 Bu ffe \ cs g .13,000 sf of new naturalized plantings replacing lawn, AL ` � beach plum,bayberry, cedar, juniper, little blustem and • • other grasses ! \ \ VIP g TRIENCH artA%N WITH 1=�cc-�-s��c�P�►a�� �? / f \''. \ \\ \ \\ \ °' 'v �i Terrace and walls — Remove existing brick Ptkr �°'e'`�"a`'`' cacasa / terrace and three pine trees. Rebuild the stone t t the north and the west. DRIVEWAY SECTION Al _ ,.._,. :._•- -� �-� �� � ! ��: N6a'S ` -•—t5-- walls 10 fee o Place a 2 car, one story garage in the area of the Not to Scale ' I I •I � \\ \\\ \ \ ~ .._- - '�� ' d9° D n The garage will be built on slab. The 22 Wide Way \ existing arks \ garden and lawn will be replaced by native 1� T\ 1 I l 1sao i/ \ •\\\� �\ _=- _ i--�g 61, 1 existing g \ _ lants. A small stone terrace would be located east of I I t \ \\ — — _ p _ \ o ' � � I 1 -' •-- -�// //• \� — —` -�-�—� ' ' Rego-00 � the residence o 1 I I ` ! Qaa E Main House front lawn to -be reduced by ` \ \ 1 \ t = r '' 72.�s ��E+y `' approximately 15 feet. A 3 foot stone wal l would \ \ ( \ \ \ \ \ f — N84 33 23 E _' ke I Va Wide) > _ mo a•o' ., be built to allow the lawn to the leveled. Low rAoYa; t\ �o S j { b �\ � t=OtZ t_A1Vp$GRP1NCs A.KO %_1&f-IT1NG. ' 1"�I \ \ / AP1 N J native planting would replace the reduced lawn. ' k=t~ t�LAt�t f��t 1�tGK t AtAS ` �,/ �P\�/E"�`rA� F New Pool, 22x45..ft. with a possible negative , � / vrs7 7 ��� /. CML edge, would be adjacent to the existing tennis I�"�� — court and the proposed barn and trellis. .... `i • ' — Easement G New_11x veway-would require a tow 'stone wall r ' -- Directions: From Hyannis — Follow Route 28 toward Osterville; and the removal of a minimal number trees. The Take o left onto Osterville West Barnstable Road and driveway would be a gushed stone drive. Approximately 30 new trees would be planted follow to the end; Take a right onto South County together with 50 shrubs. teevsssarr.Alrscls aALsttssr I NICOAPOKA�-u:o coNsuRVAIr aw cornmtsstoa+ , a Road and Then a left onto Smoke Valley Road; House 2jy 08 GO.N1t�►.GWTS' OF 2lQ/OS F{iSP•RING, is on the right, #236. g�{. i.•�3 50 :..fi.00�Q 1.•AN�?SiGA�P1Ntr.A.1�1Q'CONSir.RYA•!'i4h1. GCa.t��.t6t�+.i+cfki.:ca1L✓►ne►.�l4-ws. H. The...existing..rose.garden will be.rehabilitated. Additional natural plantings of holly varieties will AMLr-4rrrsNAME: WADE Sr'AN t Am Notes/Revision: PREPARED FOR: PREPARED BY f lawn �3� 'snno�« vau_�v Qn Title: _ be added to replace existing areas o �n0X: ©S rZR✓1L-LE nn ASS Inc. 0 1.) The property line information shown was G. wade Staniar Sullivan Engineering, I �pw1adbw�w6eeni=xdanOrdaofCoaMons compiled from available record information. P. O. BOX 712 PO Box 659 7 Parker Road PROPOSED IMPROVEMENTS N � cu.rxo�o 2.) The topographic information was obtained GOt?COrd, Ma. 01742 Osterville, MA 02655 Osterville MA 02655 236 SMOKE VALLEY ROAD o from on on the ground survey performed On (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax OSTERVILLE * MASS. ocdrroPCoaditionsntyst,;_.°+� or between 281JANIOJ and 41APR103. PSuIIPE0aoLcom copesurve�copeaod.net N Xbi>fpdwwntbeaa 3.) The datum used is NGVD '29, a fixed mean Draft: MJD Field MDH W a�. sea level datum. 40 0 20 40 80 160 HK - ai Comp.: Comp.: MDH Date: Scale Review: P ldqus ,6, OO4 `. As Shown S Dra;win C2,80_2G1 Z 3 00 9 i 0 ° ZONE: o, 0 - o RF o Area (min.) 43,560 SF o ' (87,120 RPOD) — '�' • J� Flood Zone From FIRM Map `— ° Fronta e (min) 150" Community—Panel No. 250001 0018D Width min) — 4� Map Revised July 2, 1992 Setbacks: rw • Fron t 30' o Side 15' ��I A41 • A42 p� Rear 15' �� -�A40 a � �l A39 \� ,r�� \ \_� \ A38 ° FLOOD ZONE: o A »• 44 / •� ° Zone All(el.11) & B l/�/ � — `1$=�\9f' 50' Buffer\ �.• Community Panel No. 0 6 #250001 0018 D 1 / I I�I/� :�— — _ 1 r IN, 6,5 July 2, 1992 A45 / _2 \ \ \ ) LOCATION MAP: /I//'/ / 3 \ Scale: 1" = 2000'f //�/ �l// l l / l I l� J/ \ A46 \ASSESSORS REF . 61 Map 97, Parcel 003 50 Buffer OVERLAY DISTRICT / X1 I AP - Aquifer Protection District � IIj11 \IN /2 GP - Groundwater Protection District A47II// /( o \ ,/i / / l / / Aso As Shown on Plan Entitled Revised Groundwater Protection Overlay Districts" - April, 1993 1�\� - _-��15 J /��/ � '// A9 A48 A49 r oT \ j�0 �i / /� Rt LEGEND: / ( � / i � A57 b) — w — Water Line (as flagged) -�_ / /5 i Ass — c — Gas Line (as flagged) ASo — T — Telephone Line (as flagged) _ = - _ / Ass Hydrant _��._- 4 � A54 a Light Post \[j'.7 A52 A53 Wetland Flag A51" O Vent Pipe Salt Marsh �111c yr �01 �o\` 09 Proposed Occupation of E 0k Barn aA6 0 Terrallis/Terrace �0 Pool Garage PQ �' i otal Re Planting of Buffer Net Gain 9 5� �`0 StS (\Se(\ CB �o<< e� CG1;921 fn d LANDSCAPING NOTES �'�"AT�k ,'; 'Z' C_RUS"�` I B 13,000 sf of new naturalized plantings replacing lawn; I y .�— S l_O F E beach plum,bayberry, cedar, juniper, little blustem and other grasses VI -I)al_Nf_H VI<nIN Terrace and walls - Remove existing brick r 1\_rr Trk t=nt3R+c n u N terrace and three pine trees. Rebuild the storie {� p walls 10 feet to the north and the west. DRIVEWAY SEC D Place a 2 car, one story garage in the area of the existing parking. The garage will be built on slab. The Not to Scale existing garden and lawn will be replaced by native plants. A small stone terrace would be located east of the residence E Main House front lawn to be reduced by approximately 15 feet. A 3 foot stone wall would be built to allow the lawn to the leveled. Low native planting would replace the reduced lawn. F New Pool, 22x451_ ft. with a possible negative edge, would be adjacent to the existing tennis court and the proposed barn and trellis. G New-D-riveway would require a low stone wall__ and the removal of a minimal number trees. The driveway wduld be a cashed stone drive. Approximately 30 new trees would be planted together with 50 shrubs. RLVUZD PLA4 SURW"AL SHXXT IN CUR 6-4&-s C,7 f1 ATL+D _ON�EIZ VA'T\ON _ �_/y 05 L/�Mlvl 7-KIT-5 OF 'Z/e/OS HF_�tZING. sm. 4•_3 SO ADDED \-hND5CAP11lG Arvp CONSER V"1'T+ph+ The existing rose garden will be rehabilitated. 2 Ev+g10N 1 2_ B 051 COMt i5,--ioN COr�MENTS Additional natural plantings of holly varieties will APPUCANrsNAME wADG SiA►.i NiZ Notes/Revision: PREP, be added to replace existing areas of lawn z �, s,.,°'<� ►�° rROMCT LOCATION: :T�2✓ �.. NA A•>S 1.) The property line information shown was This p„o/w;—.1m. vheeni. rdanotdaofeonditioLs ❑ compiled from available record information. OR Ct,=kO°• 2.) The topographic information was obtained from on on the ground survey performed on Order of Condition not vet;,.,,,yt or between 281JAN/03 and 4/A PR/03. This pLa°wWbeco "dacd0° 3.) The datum used is NGVD '29, a fixed mean Dow sea level datum. 40 J G;' a j ASSESSORS REF.: Flood Zone From FIRM Map Ili A34 �� '�� Community—Panel No. 250001 0018D a e Map 97, Parcel 003 ,/ Map Revised July 2, 1992 ° �� • FLOOD ZONE: /�"401 A42 — . �41 / o ZONE: Zone All(el.11) & B of So — A4o •`LI 0 — A. dm RF Community Panel No. e #250001 001 B D �dA J�l, f/ / — =\ Area (min.) 87,120 SF (RPOD) July 2, 1992 / '/ �� \ \� A39 ,�, A35 �© +1 p • • (8 7,120 RPOD) \ q ` o , • •' Frontage (min) 150" / A43 �1--� �� A38 Width (min) — / / \ g A37 Setbacks: 4111 A36 Fron t 30' Side 15' � • �.JI »• o Rear 15' A44 70;; --- - -7 ---_ I--, NJ OVERLAY DISTRICT. l _ _ _ — � � \ I o LOCATION MAP: AP Aquifer Protection District / �� — \ 6x5 1" _ '± GP — Groundwater Protection District Scale. 2000 As Shown on Plan Entitled —20 \ \ Brick Walk "RQvised Groundwater Protection I / ' I I / Overlay Districts" — April, 1993 \ \ \ \ \ \ \ 6x5 \ FountoT ll II / � - iiYLtm PLAN lQ111QiTAL AZT � A 45 I ' / _ —' 23 �� � \ \ � \ M tA R a� AtR1GM'ST1AA� G.WAVE STA Z•&6 SMOKS VALLBI RCe fIOn=LOCATION: OSTERViLLe, rYI43Jto ! 1�I This project hasataad,t -�'_ ;�d as Order of Conditionsx I / // / I I I 23x6 / _ / A62 A46 OR E%—kOne I / / I / / / / / / A61 A63 0rdw of Conditions nn ==W 7 Mds plan wM be oamidaad anDW / uffe j,11 / /,. / / I \ 20 / / lA60 1 A4 �. ` 7 �A�o pen o� ,_-�a KC�X's r^ Lot CH I�n�i NevD �' �Eisr� / A59 Il. 'C Qua 155E _ I 1 _ / ass \Resource Line Flagged // / / / by ENSR APRI03 / ove IL�(ye �0 / / / Ili I A49G� I Lf LEGEND: w — Water Line as flogged) I � �I � 's, �'�� Ns'�o\.i•"' � � / PLAN VIEW ( �, c�r,• cS� / / / 5 A56 — c — Gas Line (as flagged) f Scale:1 = 20' T — Telephone Line (as flogged) Aso /Ass 'i' � •� Hydrant 0 Light Post Solt Marsh Wetland Flag O Vent Pi e DirPrtinns. From Hyannis — Follow Route 28 toward Osterville; CW `A*54 All, AL p Take a left onto Osterville West Barnstuble Road and �o 51- �• —2 = A53 Deciduous Tree follow to the end; Take a right onto South County A52 Road and then a left onto Smoke Valley Road; House L 13 _ is can the right, #236. R&MS1om1 '7 ;,. O5 Rr=C0WV=1&LLRE E.X157. rRAVML DRIVE Title: PREPARED BY. P?SPARED FOR: Notes Revision: ,EXISTING CONDITIONS/ PROPOSED MODIFICATIONS Sullivan Engineering Inc. CapeSury 1.) The property line information shown was U) GUEST COTTAGE compiled from available record information. PO Box 659 7 Parker Road G. Wade Staniar 236 SMOKE VALLEYROAD Osterville, MA 02655 Osterville MA 02655 P. O. Box 712 2.) The topographic information was obtained OSTERVILLE , MASS. (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fox from an on the ground survey performed on Concord, MO. 01742 or between 281JANIOJ and 2/MAY/03. 3.) The datum usrd is NGVD '29, a fixed mean Draft: MJD Field: MDH/WHK 20 0 10 20 40 80 sea level datum. Date: April 19� 2005 Scale: As Shown Review: PS Comp/Draft: MDH Prol• # 23009 Drawing # C280_2G1