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0219 GREEN DUNES DRIVE
1 J aoc l� a r ° n r r .. h s" n b e v I 0 c2)q (men. Tt4n-o Cwt 4 I •. ; } Town of Barnstable ti Building Department Services Brian Florence, CBO X"PRESS PERMIT t BARNSTABLE, MASS. g Building Commissioner z639. 10 ` 1°rECMn'+` 200 Main Street, Hyannis, MA'02601 FEB 2 8 2020 www.town.ba rnsta ble.m a.u s TOWN OF BARNSTABLE Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Family Apartment artment Affidavit I, being on oath, depose and state as follows: My name ism �'©�1 I am the owner/resident of the property located at: o�l� 61';_aei7J�Z�J' The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name & relationship to owner: Name & relationship to owner: The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately note the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship'of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to notes the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program(Appeal No. ) Other Sworn to under the pains and penalties of a this 2� ' day ofe��r/a% P P P rJm"Y Y 2020. . P 7 Signature Phone Number Print Name -.s Coo f q:forms/famaffid.doc rev 11/08/13 B i i ep rtn�:c t S�crvtces Buitdior �iivner + : � Mean.reet; ,yam.� 00 ell- Cz a" r f < 0, h ,rwi .� to o is e gene U044 oe.�rusl' i �wrzs I13e tlsin ,>anrs, a l b tix scut -of-th `4n �� t re ,erttione.d ddr sM: x �8c�e:�tir�sshtp to rtitnship to oer� e a w The For" ����ar��ae�a�v��lt b���Z���i t y ro4r rm " oe� vi�ee.dfsr���-t�l?�t�����- zrrarly rrtear: r�s Irr 1 a eu nt ghat tre st lat�ves:ua . Wd IM, direr. _ `note the,Buttding C'om missi itiidi t�zr�d;ma rya,.s letttn. or subdec�z� f said' - . . ._ - 1�r"st rr�d at 1'r n;rea a t d a ftl a A do t .aji n arali} Wl the Bi 'Idtr� vxn�ritssit�rterestag the rar arrd ilatlttra7i cacarar in Y'Ap t€rdst' t�ridetar� fidr7"".ui3etgaret; aaiP rr .altstas rar�sebth B . earl Permit ard1ar,"r is n�sf r sta 2ar�u: 4 ft r cep. �ttfon,2,49471+ 'oily rtit�ca r. ,c� to fio tfy the'Bi ltrlir� a itai lv a irr a aria el a d e v gat a Jae sale f t r` er . 'If there ls. ca lon er ; % Ap t ent: th s G} tiL 3k,';" ?-•ie s expi . e.apartnerit:'has en, w an led: `I'ha ar#rr� nths n trisfed;t theest pain ( ppi 3 , vRi arYi t Wider he,p ins nr pe itzes 6 rJ t �( day 31 , ialur .NtEl Zg#t. TTLL r . to �. STABLE" t. AHD �CE3l1RT REGISTRY I(We),th `vnd rsl ts�d,t si �tl a a1vr►cr{s ofp� iit�rm ar,40411r�,Chit undr'l dui rsupsde %with the.Bau ble Ct ty Retry of 'Dodvor B au"tty i Wt A :Rtgi of the,i, W Caur# in,Book p r C3cu�s t;Iota, ; bsu� shmm Assessc ^s'-lvl p %:i'arcel: hereby n cew certify,wit A i ep M_to#be'roV r.w of 4n I t�t (the O ssm-y M; .aP �which i ems iitii :ggts;is Flttaradtr"tts� Emily� rttrte „ Sr yearwraund ocxrey, Tics ualt salt be"o for "i~ y A':"M W'{ deB»et3 ii ZoMn ,Qidirr vhici�°would requ"ir IlerYce:wt : may Ats rs a#� and: gulatid y ti bait raiUa bS v —Two :by tire:Pro , " 'tsr -aic� t� -af Che. 'bwrs `s city 5s izn: �oet� eistIt -init � tCs}`a�tylain Ttr:siz�orsce � R to ipc hip=to.0 '� Tsu�t ' tdSrlt( oi� t1Ey1Ste#it� ::1 '1 t. f s � c , RSIa#iaa�br AOioh iltts unit shall not a sentetl as arz a arttn it:©r os aAln a r. o ,ar iti auy fashlatts ?irch yet 1 v�oultt be o L- vlation;afft o "at. 3ornstabtts r �tsi and ztrrll c�ilbutae�s °ro. xpc ' tbls uuit afdavhs rein a»funs of" po dire ta"be.reie :`-arli.the'btdii deem# This arts sl ira. `U u s ed'Aft iti"awg6':d'=urs-ar �+ceten€isr•y ` TIYis # en#.Awl,be deity v "vr it d; # 1W County,€ a�"�c l era t' .. . " ±se ;fit fe�#�,al<t gas" i trrt"t uaerry ±r pie attipYo�t-ty �` . . The c li ec tirsn fur rhis si ls,{ir ']s r vt ii-butt ti, , it and W0640101'.O of u a y -- '} t Vi i'I"NESS'our tads wvd "this:, ,t7`- Ufa}et, 43 Or Building Cru�sf� -mot 5i IN C��caV t t�l�e ��t5" r OMMORW ::Tw:cam 1s1 � t Then finall tttp ai a taatn flies tt�-11tr#It04rretsYu$mid ire o LYNN R KENDRICK Notary Public { ftitpi'A r toMMOMWEALTROf MASSACliU$EiiS . p: my.edromission expi es wu,.. dclnuary 10, 2020: Town of Barnstable EARNSTws►.E. Building Department-200 Main Street 9$A ' �•�q Hyannis, MA 02601 IFV MA�a Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-19-1869 CO Issue Date: 10/28/2019 Parcel ID: 245-024 Zoning Classification: Location: 219 GREEN DUNES DRIVE, CENTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: E J JAXTIMER BUILDER INC. Permit Type: Residential-Single Family Type of Construction: Design Occupant Load: 0 Comments: TWO BEDROOM DETACHED FAMILY APARTMENT. 22 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition J PROJECT NAME: ADDRESS: PERMIT#_ PERMIT DATE: { 2 - �Q M/P: LARGE ROLLED PLANS ARE IN: Box I a SLOT Data entered in MAPS program on: .� BY: q/wpfiles/forms/archive r � , s _ �► � PROJECT � � � ` st-� c NAME: ADDRESS: vv PERMIT# PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX SLOTr CZ Data entered in MAPS program on: a BY: q/wpfiles/forms/archive Qa,Q c��� so 8 - � 7 s- 888D (o � � - 3S�- 1140 151 G'�.�n �lumi2 AK We.� �� ; x . . � �{® � 4t (jam/ ® a � r> � %3! https://www.to'wn'ofbamstable.us/departments/Pub. Ll e� _I �Ytll�'1 `t �m h ` 4-o i.,,-�� t �p - .v -Cu-_-e -C-0-V-1 �PY-Yl P-d �I �� i Y p LLAP t LaW 1 AIPJ C C2 JD-� ?7 ramL L 1/-L—. D�� i �_ , - k � : u i � � �_ , G / f 1 � i .j � � � R � � - I `" � ' ' i r _ 7 I. I �. � � � r r , - t 1 -- _- l� T+ / `� t r .. G 1 � 1 � r - • 1 i 10 17 o BA:RNSTAPLE LAND CO.U.RT REGISTRY Town: of Barnstable 04 :,,� Zoning:Board of Appea 's .w1- De. sloe and Notice Specicd Permit No. 2019 024'--Cotter Trust Section 240.47,1 (B) (4) - Family Apartment To establish.a family apartment'located in a detached structure Summary: Granted with Conditions Applicant: Elizabeth K. Cotter Trustee:of h'e Seaside Sanctuary Nominee Trust Property Address: 219 Green Dunes Drive; Centerville, MA Assessor's Map/Parcel: 245/024 Zoning Re.sid'ence�D-1 (RD-1) Heating Date: April 24, 2019 Recording Information; Certificate No.C2165.46 Background .Elizabeth K. Cotter Trustee applied for a Speclal Permit in accordance with Section:240-47.1 - Family Apartments. The Applicant.proposed to"add-kitchen=facilities-In:order to use :the pool house as a detached family apartment. The property is located at 21',9 Green Dunes Drive, Centerville, MA as shown on Assessors Map 245 as Parcel 024. I;t is located in.the Residence-0-1 (RD-1') Zoning. District. The subject property consists of 2.28 acres with frontage on Green Dunes Drive, overlooking. Nantucket Sound in Centerville Village, The area is single family residential in nature with a variety of lot sizes and large homes. According:to the Assessors records, the:lot is currently developed with a single.family dwelling consisting of 7,603 square 11eet of'livlhg. area (17, gross square feet), 5 bedrooms, and constructed in 201.6, The Applicant h,a5 obtained a building permit for the pool house and now seeks to add the kitchen facilities, Procedural & Hearing: Summary Special Permit Application No. 2049=024 to create,a family apartment in a detached structure was filed at the Town Clerk's office and office of the Zoning Board of Appeals on April 2, 2019. A public hearingr before the Zoning Board of Appeals was duly advertised and notice s nt to all abutters and interested parties in accordance with MGL Chapter 40A, The hearing was:opened on April 24, 201.9 at which time the Board found-to grant the special permit subject; to conditions. Board Members deciding this appeal were: David Hirsch, Herbert Bodens,lek,"Paul Pinard, Mark Hansen, and?Jacob Dewey: + Attorney Michael Ford presented the application before the Board. Attorney Ford reviewed the application and stated the owners have a permit to construct the pool house but was required to seek a Special.Permit to install kitchen facilities.. He also, stated:the; parents of the homeowner will be living in the detached structure and the size of the detached structure is less than 50% of the main dwelling. He also stated the occupants. and; owners are aware of the regulations, and 'annuai affidavits required and will comply with the requirements. The Board Chair requested public comment. No testimony was given. Findings of Fact At .the ,hearing .on April 24, 2019, the .Board made the following findings of fact in Special Permit Application"No. 2.019-*024, a request to create a family apartment in a detached structure: Town of Barnstable:Zoning.Board of Appeals-Decision and Notice Special Permit No. 019=024-Cotter Trust 1. The application falls within a category specifically excepted in the ordinance for a grant of-a: special permit. Section 240-47.1. K allows a Special Permit for a Family Apartment in a detached structure. 2. Site Plan Review is not required:for single- amily residential dwellings. 3. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would trot represent a substantial detriment toJhe:public good or the neighborhood affected, 4. The proposed family apartment above the.detached garage'would not.be substantially more., detrimental to the neighborhood than the existing dwelling. 5. The single-family nature of the ,property and of the accessory nature of the detached structure are preserved. The vote to accept the:findingswas: AYE. David,Hirsch, Herbert Bode lslek, PauI Pinard, Mark Hansen, and Jacob Dewey NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2019-024 subject to the following conditions: 1. Special Permit No. 2019-024 is granted to Elizabeth K. Cotter Trust, to create a Family Apartment in a detached structure at.21:9 Green Dunes Drive, Centerville:, MA. 2. The site development shall be constructed in substantial conformance with the plan entitled."Site Plan of #219 Green Dunes Drive.,West Hya:nnisport,..,MA" by Down Cape Engineering, Inc., dated March 13, 2019 and design_plans by Nicholaeff Architecture dated September 27, 2018. 3, The proposed development shall represent full build out of the e: lot: further expansion of the dwelling or construction,of additional accessory structures]si prohibited without prior approval from the Board 4. The Applicant must comply with the restrictions in Section 240=47.1 gamily Apartments C. Conditions and.Procedural Requ'iraments 1-.4:of the Ordinance. 5. All mechanical-equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be screened from neighboring homes and'the public right-of-wa:y.: 6. The decision shall be recorded at the Barnstable County Registry of'Deeds and copies of the recorded decision shall be submitted to the Zoning ,Board of Appeals Office and the Building, . Division prior to the issuance.of al building permit. The rights authorized by this special permit must be exercised within two years, unless extended: The vote was: AYE, David Hirsch, Herbert Bodensiek,:Paul Pinard, Mark Hansen, and Jacob Dewey NAY: None Ordered Special Permit No. 2019-024 to create a family apartment in a detached. structure at!219 Green Dunes Drive, Centerville, MA has been granted with conditions. This decision must be recorded at, the Barnstable Registry of Deeds fdr it to be in effect and notice of that redording submitted to the Zoning Board of Appeals .Office. The refief-authorized by this decision must.be exercised within two years unless extended. Appeals of this decision, if any, shall;be made pursuant to MGL Chapter 40A, Section 17, within twenty (2.0) days after the date of the filing of this decision, a copy of which must be filed in the Office-of the Barnstable Town':Clerk. 2 Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permli No. 201 M24-Cotter Trust David Hirsch, Chair Date Signed I,Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the:office.of the Town Clerk. Signed and sealed:this 4day of o20/ under;the pains and penalties of Perjury. kdsZL ;fit --- Ann Quirk, Town Clerk 3 Town of Barnstable, • .t ,uRNg:�n�,I_ AssessingDyts.son i, ,� 367 Main:Street,Hyaunk MA:0260.1 w�Ywitownofbalnstabte:us Office: 508-862.4022 Edward F O'Neil,MAA FAX: 508.962.4722 Director of Asscssin8 ABUTTERS:.LIST CERTIFICATION; DATE: April 5, 2019 RE: Abutters List For Parcel(s) : 245-024 As requested, I hereby certify the names:and addresses as submitted on the attached sheet(s) as required,under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they:appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable 413/2019 AWu:tp013eporf coning Board of Appeals (ZBA) Abutter .List for Map & Parcels): '245024' Parties of interest.are those directly opposite subject lot.D.n any pu.bfic or private'street or way and abutters to abutters, Notification 0:41t:properties within 3.001eet ring of the;subject,lot, Total Count: 9 :I Close Mal liii9 'Map&Pal-Cal OWnerl .Qwnor2 Atldressl Addreso 2 CtC Country Deed � y51•atoZiry t is MCDONALD,JOHN-R 180:GREEN DUNES: 7 BUFFALO RUN. SOUTHBOROUGH, C192389 ; 245021 TR DRIVE R T MA OS772 GREEN DUNES BEACH WEST 295022: ASSOC INC BOX 314 HYANNISPORT,MA C17937 02672, 245023 E&L BENTAS LLC 3 SATTERY.WHARF, f3attok MA C199384 N 3411- 02109 245029 COTTER,ELCZABETH K SEASIDE.SANC7UARY 14 DRAPERROAD DOVER,MA02030 C216SA TR NOMINEE TRUST 24 5 024 001 COTTER,ELIZABETH K SEASIDE SANCEUARY 14 DRAPER ROAD DOVER,MA 02030 C 46546 TR NOMINEE.TRUST DELLO:RUSSA, 204 GREEN DUNES: .24 3ACKSON POND DEDI AM,MA - 245025 3oSEPFI!W:& 02026 C169587'' KATHLfEN.M TRS DRIVE REALTY TRUST ROAD 245031 CHUTTANI,RAM& 40 DRAPER ROAD DOVER,MA 02030 C200874f ANJAU a ODELL,3ENNIFER K& NANCY A ODELL IRREV WESTBOROVGH, 245092. HERMSEN, 1'9'BALOWIN MA 01!58':COURT C1917471', TRUST .1 JACQUELIN E s 245033' GARGANO,,PAUL A tx SHEI LAX REALTY:TRUST'C/O ROCKLAND TRUST 22 WIANNO AVE OSTERVILLE,MA C185454 SHEILA K TRS. _ _ COMPANY 0265S This.listby itself does NOT conslltute a oertinetlalst of ebuttere end Isprovided;only.esan aid to.lha:determinellomof abutters.If is certified list of abuNers is requlred,'contao0he Assoseing'Dlvlsion to have thls list ceitllled.The bmarand:address.date on(his:list is from,the Tovin of:Barnstable Assessors database as of 41312010, maps,townofbarostable,uslarcimslappgeoapp/AbutterReport.aspx?type=ZBA ilt Town of:Bamstable Geographic infemnation System April 3,2019 _; ..... -71 2450i600Z 2 2450 2 s €»1 #0 45052 ^ #13U $iaa 4 ?rS5CY1��?2 + 275 >x 2450Q8 s h r yf145- 245003 245072 S i25 24 �fY fir`b f $ D �M i7 . 245005 .24614000 "�� d' s ✓y / r r t� to 245078 >f. 7 *142 24 r140002 !r S r`r J,„r< rJ� r% ! .` -15140 'Yr'. ,f .,�^t..r.�' .li-'"J r Y.•,rfG,v :r ' 'r'"U r , : 245004 , 'ir rJ '''✓�.% r °,/',sr`,3` rr fir f "'.'�OJ+ 136 2450t3SI0.:i. ! r ,,r, _ #tfi5 � rl r'zz 7Ftgq 245141 :. ��`r'+��`�.�`��°��" %§'` `''' a �f rjr'✓. / �,.y:, , 0 245142 ors t r/J r ! i t Es, 'x °J, J/j/oM 245047 245OM #193 2450t4 tr�'`'`r. �.�✓rr' fp' �' �%>u`�✓°'� � �"r,�lr�f' y .y . e4r7 4a' 245645 " 9217 ,,.�, .+!'J. •af�.+��. -:J'., s - +"'r r✓ .rr'�Jl�. r '�i��s1'�'ti r,, f5_'�f � 245044 f F!t,.r '; i".r' >"'7^rt '`�i� r`k'�%.`" t r/` ✓, �•'�`/_',✓y l ',`.y/1 -231 r y ��.%-II�"F, "e,rr� it e'✓,r Y J j vY ✓ r r/ jt � � i' 7'J:r if r✓''�"wF!' �"ta'✓' �".. /, MWYNOW — , J /rsJrYfY. .'d'ft .% .f/�,/✓� /✓ �ri,� Y.�� ,a.�r?'r ,,t r. � t's�,,.�r /?.G,,.#J� /MIX! f .r'f��J Js>,t®f 3 .�'v `".JiF /� r rl�r Y _ - �fs�+'f�.er�r/'r` '•.,?ilr �Pr rj'ss�,,+ ,,'r``#✓;%�,*1�r+,`,(/r �%r r:= ' •' . '_.j fi fi!,^�% j �j F� l' f/..+f .li`✓ j J*J" ytp��r^ /r FJ r'es ✓ ✓�, t'' y" � - � ! r 0 99 Feet - o DISCWMM7—T1,i:map 5 foCP"q aurposasDoty_It Is riotadequafo:{«kgy M1ap:245 Parted:024. Zoning Board of Appeals(7BA) ' Ewnday.determunation or regtimety mterpmtadon_ EJdargements beyond a scale Selected:Parcel a . =1W may nat tract;estaWished map am of slandares;1Te parcel-nnes un ttdsrrap Abutter List Type-Patties-of interest are those directly opposite subject lot on ara-oily gtaphtc re:rcaenta to of ns ssor9 tazpatcr ;T,ey aye ncCtive.property, any public or private S;reef or way and.abtrtiers to abutters. Notification of all Abutters boundaries aid do notmpresen;accurate n�vnsnttis lo:er�sra rr, saTe as-Owldi,v toraGo.>r_ hu^a on t e;n,p piopetiies within 30i1 feet ring of' subject lot Buffer '.. .. r jo t Proof of Publication Publication Date i Town of Barrsslable Town of stable i Zonlnp'Board o6Appeais Zaninp Beard of Appeals 4 Hotin ofPublie Haarttiga smd@r ihe:Zanmp Ordlnatwe r Notme of puCllc Haaiinps under the 2onlnp Oidinarae April E4 2019' ,Apnl 24 20t 9 io.all parsops�Iniarested 1n,Or eHauad bytha eallona of the 2oNno ... ?a ell pp@rsenb{ntsrestad In otatraetetl:by tAe'actbns of lho Zoning, `. Board of Appeals;.You are-hereby noiiBed:pursuanj•IoSeaion 11 ot,, Board'o}Appeals yew zro;herabv ngti0ea;parauanl to5gchon i t:o1: CFtdpter 40A=ol:the Caeneral:.Cawa ot'the'Commonweillh o1 Massa•'- Chapter 40A or sheenaral'Le sot Ilte:pommOnwealih 01 Maass•a- chusatte,end all.amandments tharato;that's plib{tc hearing oa the t chusetis and-.a8 amendments thereto,that a gubec'hca,u p on Iha toilowln appeafswUi bbriefd'�on.Wednesus 1011ow1 appeals will be held on tNednasae 4 y 7 Ppea y,Aprii 24,2019,at:int tLmelmdtcatedi timeln rated. i 7:00 PM Appeal No 2019.020 Head(Lpnclanl 7 00 PM Appeal Na.2018 020 Headllanslani Kevin C Head and Frank Lanclanl have applied fora 8pealal Potmtt KeWn C Head and Frank.Lanclani have pppiled for a Spacial Permit lei secorelance wish Secdon 240 92 8 Noncanlorminq BvilQgg or {[ in:2ccordance,,:with Section 92 8 i Nonaontoiminp 8uth rq of?I: Slructuras used as Singtp or'TWo fam?✓y Residpnces...The'411, 0 Structures used aS Smgle.or Two Family;Basidencos. The'appli•i t tents ere roDosinpp to ezpana and canvep the axistMg accessory cants are.ptpppsinp to,expand and convan IN ertstlap accessory structure Nm1r 04e)by sddlnp•:a second floor for a recreation room to be-used as a structure{garage)by T6e �ddlOq d second Boor fora recreation room and;bs const(uctlnq a 8 X24'addHI to the first}tour ' $rid by cortstrycilnp a 6 X24t„gddII1*to Me first floor to be used es a I Ituridr�)oam add ettka :eubloct property is located a'132 8a- laandryioorrt.and ottG a jfu SubJett prdperq U Wcated at 1"a2 8s-�_ scon'Roatl Hyannis AAA ea shown on Assessor a)Aap 309;a parcel con Road Hyani ls,MA as shown on Assessor s Map B09 es p3rcal I 038,it is totaled 1n t¢e Realdepce 8(A8)Zonlnp Dlsttfct EEE 038 It is located in the Reald"enoa 9(A9j Zonb,p Oiaulct" I 7 01 PMi Apoapl No 2019 OZ1 KoOer Cdrdpsny inc 7.01 PM Appeal h(p 2015-021 Ksnerfompany Inc. ! Kellar Company,iris,has petlllaned for a,Use Varlanoe to accord tfe0er Company inc has pe0tloned fora Use Va,la its in accord a a�ca with Set ion 240 32 A:-Principal Permitted'Uses.lit the IND i• once wth Seclton 240.32.A:-Pnnd 1 Permlried Uses In the INO i I.Imllad Industrial Zoning District in order so allow tat s:div famlly,�' limited Indushfei Zanlnp Distdct>n oidarito allow tot a:muld-lamlly�! .residenttal(spanmant)build!ng. The Petitioner Is pfoposlnp tone.!.: - lieatdentiai(epartmsniJ.bulldfop The Petitioner Is plapo oli lamily,� mollsh the exlslln0,structur6 and construct an appro innate 39,000 ti rnotlafrihe,sxtsdnp structure end construct an apprazimela 39,000 _III square tool,Wag(3)story:building wilh-twenlynire(29),tvio(2). square toot,three(3)Blory buBdmg withhvenry nine:(29),two(2): i bedroom residential apartment.units with assa1.dated. Improve• oedroom reafdsntiai apanmelt untie with assocsted:sit improve menu{ncrudktp:pafking,drainage and stormwaies management(e, :::. mend EnGudlnQ'parklr,p diainape adtl'stamwater managemert la;( cflldes undergrotind utilities; alto'Ilghpng,aM landacapfnq .The } cilihas, untlerpro0nd trWlie's, ails}ighiirioC end landsaaplrlq The is property is located at 2D6 Breed's Hill Roed 8artslabie MA as propany is located at 206 Breed s`Hill'Road 8aicstaMe Ala as. (shown on Assessor's Map.314'as Parcel 02S 000 .II is toasted in the shown en Assessor's map 31'4 es Pared 025 O00 i1 ie:to.ateo in the industrial-Limited(IND Lid)Zitninp District inauslrial-Limited(IN D Ltd)Zonittp District 7:02 PM Appaa!No 2619.022 Kellar Company Inc 7 02 PM Appeal Na 2019-022 KeIRr COmpa Sy inc Ketle(Company,Inc,hea pe11ti0nad.aOreVeriance In:datOtdaOtle KBINt,Com arty 1604 has'pefiboned4or a Variance in:acaordance' Wf1i'SacGon 4o-32 E Balk Reoulettons:in Tha IND Limited Induatri with Soctlon 24032.E•8ulk'RegO(ations:)n:the IND Ltiriiled indusin 1 at Zbnksp Distrld;•Maximum;Building 4ielpf t fit o der ta:aBaw maxi ` Via .Maxlmum.IjuRdlnss Helphl in order to:eliav maxi mum height ol.tlues(3)stories arlo 38 M.In halppht ana a WHOM: nium h Qht nfahrab`(3 $togas and 35 test In height and a Varance pursuant is Seaddn 240.32.E Special Scresnlnp Stendaids(n order 2,pprsttant to sbetion 2w;.32,F+Spec1a15ereening Stuwxfds m order I tq permij a lortyrltvb(45)JdOt:builer ai Breed a islinuoad Irani to>pstmil a;fo'ny iive(45)aoot butkrabbg Breed's.H14 tiaad Irons ape:,Tha Petitio er Is proposing to dameT, the'exisllnp struaura age. Tha PatlRondr Ia progdetnp Io demolish the existing structure and oonstrue4aeapproXlrhatb°39,OOD sge29),two:(2)b(3.story 36 and construct'an approxrmat@ 99,000 square loot,three{3)slaty 3B ': . tee(In height,6u0din�with.twenr/•nine(29) two(2)bedroom rasl - .feel in helQht,bttlidingwkh tgenry•nlne:((29J,nvo(2)bedroom real dentist epartment;uplts wiWassocisted sitoImprove rlantr including dentlN epaitmen(Unita wlth'esspdated:elte dmgrovemems lndudmp(,l parkinpr drainage and atormittriv managemapt'tac Plitt ta tndar parklnp drainage and sldrmyret@r.msnagernert 4adlities under 'i �roundd uliBties;slte`Ilghtin�add tandsraofda The property is local s- prqund uIRIUits 8phbne:an0 tails Inp Tho'praparly Is local ad at 206 Breed B Nill ROE,:Barnstabto, as shown oA h5sassor a( ed'at 208 Biaed s H(8 Road 9arna�ble :os Shown On ABaeaeOra j` .Al'ep.314 as Parent 02 000;•'it is looatedin the Industrial Umitad Map 314 as Parcel 026 OOd::;It is lowladan the Industrial Limited I (tdD Ltd)Zoninp:Dlatrlcl. fi' (IND Lttl)Zorilnp District 7:03 PM Appeal No 20IM23 Zaino ( 703 PM Appea No.20t9.023 Zamo Scott J.and Nadine A Zaino have palgionad fora Variance in as Scott J.and:;Rsdlno A.Zaino have petit gnEd ter a VarladZa,n tic• cord8rce with Section 240 14 E Bulk Regulations in 1heAF Zonlnq cprdance vllh SeMion 240 1g E Bulk Repyfagons hi the RF 2ontnp 01,to Mtntmarri Side ya:121601 po The:Papptd r'Is�praposlnq � 01;Uki Mhdmum site yard:setbacks The Petiioner'is proDgairl to QtInBFRICt a 10 fool D(12'foDt pool Shed appfOximalely i foot , to'tOnSiroct a 10 faol by 1$:}oot poo shed apDrozkiatel f loot I':' from the northerly tat Imo Tha property,tp fowled at:BB Indian l froio the ndrtherty 161 tins :The praDerry;,s lowfed:el B8 1:10C Spring Aoad V ast 8amatzbie MA as shown'on Assessors Ma 133 Jli Spring Road,West SamslaDle,A{A es siwwn an Aaeeseofa Ma 133 as Peroa1038.It is located to the Aasidanca F:(R F)ZonNp DhtrPd 1 hs Parcel 036.It is lawtad in the Ras{dence.F(A F)ZoOinp.Dsinit 7:04PM Appeal Ho 2019.024s Cotter 704PM,Appeal No 20t9.029 1, Cotter Elizabeth K. ottar Trust has applkd tar a Spacial Permlktn atcard E9tabeth(<.Colter Trust has'appllad tar s1.Spadai Permit in accord once with Set tian>240 47 i•Eemiy Apanmenq Tha agpllcsnt IS ance with Setllgn 240 471 .::Family Apartments 7he_Applicant is j pidpodng to addkitchon facUltlss En order lo-use the goathause ea a pro pool np to addWtahen leal{iGes;ln.ordar(o use the pool hawse is a,,'; immlad famltyntoNtlenM.Tha h6wn, rt located et p'Green ;. _ detachatl'.hmOy.apartmsnT Jha proporryas Jonted of 219.Green ; Ouras Delve,Is MA tie shown 4(ADA)2 Mep 245 as l Dunes Orlva,CentoMla MA as shown 0X:Ass4ssors<Msp 245 as Ppresl024 Is Is}owtad In the Rosidenco 0-1:(RD i)Zonlnp OiatrleL Parcal024 It l located in the.Resldonca D 1(If 1)Zonirp 01aiti it ' r, 'Th8d8 pobilC troamBe will Dp.held at Ute BafRateala T"'n Ha11 367 f' , These pub�ic.lieartnps will by held at tAe:Bamssabte Town HsN,367 Main.`S((eel,Hyarin's.MA,Hearinp Roam located on Ih tznd Floor, Main SireeL Hyannis MA Hasdng Roo6ijk6tod on the god Floor. !Vodlnasday,April 24,2019: Plans and epplleations maybe revlawed YJeanasday,AgrU,24,20}9..Wanc and aalrtica)lona ma be reviewed D Ras 2ahLp Boatel of Appeals In SIre.Plenntn l end Development it.the Zoningp Board of Appeals 0mcs,.Planning and DevaopmeN I` DepeitmenLTowq'OBicas,ZOOMaImSUeat Hyands„MA DapaftehL:T own Offices,200 Mali 6 fit at,Hyannla,MA {! Barnstable Patriot Alex Rodolskls,Chair. Barnstable Petdat Alex Rodolatis,Chair. (, AprU 6,2019 d April 12,2019 Zonlag Board of Appeals AprO 5 2019 b April 1 T,2079 Zoning Board cfAppeels 3 f ' i r fJr VAtnot Proof of Publication Publication Date Tawn 0)tWrnatabk ° 7tawn Of Bafnsiable - 'Zontnq Board of Appeals Igninq Beard Ot Apppeals NoUcs:ot Publk Hearings underlhe Zoning otoinaace Noiica of Pubge Heannpa undgr iheZoning Ordlnan,x f AprN 24,2p19 AD11124,2019 To all rsona Intarealed in ar attedad by the act on2 of the Zonlne: To 811 persons interested in Or a9oeled:by the action, 11 Uce Zotttrip; Board It Appeals you are nest y hoU9e4,putsuanl to Se Iwn 1 t of Beard cl Appeals,you era beieby noGli¢d:Dunuant it SecUort tt.ol• _ Qhapter 40A:ot the General Laws Of.the-Commonwealth of piassa- Chapter 40A'ol the Generai Lava of the'Commonwealth of Nassa chusetla and amandmoAla Iher&td,.,thal a-pu66c hearing on the:: cnusetts,amf.aA.:e rrondnteriti:thereto,that':0 pvbtic at i e_ follow(nQ eppeala w1.ig be held on Nlednes4.y.Ap(9,24,2010,at the. toUbwinn9g appeals,wtl ba geld pn Vyedresday Apra?4;Vl at#4 ::Uma tntlteated: 11gia Ind Wall: ? 7.00 PM Appeal N0.201g-020 Headitancram :70 PIA Appeal No 2mg-.020 Haadrtanciant Kevin C,Head end Frank Lanelard have appiled for aspecial Permit Kevin C.Head and Franc Lindanl have appiled lot a Special Pamrit Ifi acc0dar1 with Section 240.82.8•'Nonconforming Building.or- in'- .accordince with Seaton 240-92.8•'Nonconformtrg:-Budding,or :"Structures,t d a9 Btnple'w,Two•Famity,Restdencas. Tha aDDli• .Structures used.as Single lo(Two•Famlly Residences: Tate apple cants are proposer to:expand and conven Ihe:existing accessory cants era proposing to expand'adl conned:the existing accessory structure(garage)�y adding a"setond floor for tecraalion teem structure(garage)by:adding:a.second Pouliot a reereatbn room and by construcling a S'%24°eddiibn to ha Ilral Iloerto Ill a9 a and by cOnstivang a l)124'additldnaottle Wei IIOor to be used as.a *.laundry rooin:and'olik The Subject property is located at 132 Be. laundry room and office. The subject piCO-Iny Is located at 132 Ba• `'con-Road;HysAnS,MA as snown:on Assessor's We 309 as parcel con Road.Hyannis MA es shown on Assessor's Map 309 as parcel '.D3B it fs IocaleOldiha Resldenca8.(RB)Zoning Olstdel: 038,n is iocited:ln the Resldence B(RS)-..Zoning District - .. 7 Oi PM Appeal No 2019 021 Keller Company,Inc. 7'.01 PM. Appeal NO.201"21 KeilarComparty,tnc;: Kellar Company Inc.,has petiUonetl Iw.a Use Variance In aabi4• KellerComDany,Ine,•has petitionod:for'a.Us6 Varfartee lit acca* ends wlth:Sectlon 240.32A:•Principal,:Permlb¢d'Uses in the IND anee wilb•:Section 240-32.A•Principal Rot mined Uses in the IND LImflad.indbstrWl Zoning:District In older le allow.ltu a mMi•lar gy Limited lndustlial Zoning:District n ordei to allow for a muh•rah* residemiat`(aWrtment)buUtlinp Tha'PetAroner 7s:pioposfnp to de- residential.(apartment)building. The?ptitionar is ptoposin9 W,ta molten the axlstftro structure add construet in appwdrhjle:39;000 mgltsh the'exlsifnq structure end wnstrucl,an approxiinatn MOOD severe toot iMee(3)SIory,Wilding wftp:tweoty nlne:.(29) two(2i b Square(opt,•three(3)story building with Iwenry nino;(29) two(2)r# bedjbom ieskenttal sovinspnt units with associated slice improvp- oedroom re5idenUall:spanmenLunfts withassodatad sHa mprwrl::. merits Indodlrip parittnp,4ratriage and tormwala@;marugement.ia• manic Induding'pantVig,-drainage and itdimwalei management w driltes undergrbuAd utilities;slit Iigh"It and landscaping. the dlitltb,.UndarQround u09Besi.Site fighting. landsiaplry Thor; property to located al 20.6'Breed's;Kill:Road,Barn;sabre, MA as props iy is,located at 206;Bread's HIV Road, Bamatahls m as:: shown on Aaiatsors Map•314 as Pgrca1:0.25 060. It touted in the shotvn an Assessor s Map.314;a4 Parcel ores-0OD. Nis IacateO.in.Uu TriaustrWi Llmtled(IND Ltd)Toning District: ' industrial•Llm9ed;phfD-Ltd)Zoning pislrtct::.7-02 PM, Appeal No 201 KelierCoplany,rc_ li 02 PMCom-pAapnpye aIl nNc o,(2taCy1 4.-OcV,a'd.lOr;a V Keiler�Compary;Inc, ea 9n acceidance Killer Company.Inc..has:petitioned;for a Variance In atxorda ace kh Section 240 32.E Bulk Regulatiuhs In the IND UmIled Industri; wilhSectlon 240.32 E-Bulk:Regulations](I the INQ Limited Indtn{ri .91Ptonlnpp•District Maximum Solldtrrttgg HeigbtIIn order,to llow.maxi� at Zoning Distract•Maximum:BulM Inlnq Hefp>t orda(to:allow nwd mum beiphl of three(31¢tortes an4.36.1eet In hetpbl and a Variance Y arum height of three(3)stories and36*fail 1n helght and s Variartcq.l puteuanl to Section 24032 F Special Sereanlnp Standards ih antler pursuant to Section 24C 32.F rSpOal5dreening.Standards utorder 16 petmN,a lo7ry•1Ne(45),loot buttes alor p Breed's;Hid'Road,lronl:. to.parmtt.aaorty hva(45}fogt;butter along;8reeda:;fOil;Road tFau•:; alit: fie Pe114oner Is praD'o'slppp lo.demoiish It[e exstjn0SWciure,. age.The Petklpner la prOpcsing to demolish the atdatlnq 3unwre; Snit wristruet Snap roximale 39 000squara loot Iht60)stay,34" and construpl an'appptoxintata 394w squats loot,three"(3J story 38's feet in height,buU01no yti , my nine.!((29) tvw(2)bedroom rest.? feet 9n hel9ht?by114tng yrhh.iwenty nine(29) two(21'bedroom rest-: dential apartment units with:aasoelated 6118 Improvemepls rndu4lno; deMfet aparimant;UnRe with'e'ssodate4site;(mDrovemanfs IrxJudfnp;',. parking drainage end atortmvafar menagsm¢nl kduUes, under paitdnp dittage and-sidrmvator"rnanagamant facilities, undeJ.: ground ullillIO 0110Ilghlinp'and.landscaping. The property.is-local- ground ulllides,sale 92hthng and lands aping Tho DroperM Is tocat• tit et 208 Breed's Hltt Road;Barnstabie,'MMA as shown on ASseSSor's• e4;et 266 Breed's:Hitl.ROad BernsteWa,, A s$' 9wn bra Assessors'. Map 314 as Parcel 0269tI00, It Is loeatsd'an the indairlartirditad - :Map 31d es Patcef 026-000: Jt la.lacatadan the Indudinal 1LImUg4; (iNt)•Ltd)Zoging:District,: (IND Utl)Zonviq O sinter 7:01PM Appeal Na 2019-D23. Zaino ) 7:03 PM Appeal No 2019023 ' Zaino Scott J.and:Nadine A.Zaino have petitioned for a Variance in se. Scot)J.and Nadine A.Zaino have t>edtfgned for a Variance in ac• cordsnge with;lh;W 24a 4 E•Bulk Rep Nations.in thol RF ZOniop coidanre wfth:Sacuon 240-14 E Bulk Regulatlons inlha RF Zorliq,. D1str(ct Minimum side yarii Eabacks: Tina Petitioner is prOpostnp Qisilcl iAinmum'slda yazdseloecks: The Petluo,es_la proposnp: to construct a'10 foot by-12:toot.pool,shedapproximalety hoot to const tldl:'a 10 loot by 12 toot pool:Shed apprOximalety i foot. from the nontierty lot line::The property:is.lacaled at 6 .lndian from the.nonmorly lot line..'Tne properly I%1601 d':al 68•Indian Spring Road,West Barnstetita,MA ae.shown pa Assessors Map 133' Spring Road;West Bainstable;'MA as shown on Assessors Map 131 as.palce.03B.it is located Witte Realdence:F(R•F);Zontnyj Dislriel es Parcae 036i 1(Is located In the Resldehce F(R•F)Zomnq DWrIct. : .... 7:04 PM Appeal NO 2019-IllCotter 7�4 PFA, Appeal No 2019-024 Cotter FBzabeth K::ConarTrusl has Sppplid fora Special EetrMl in accord. EOzabsth K.:Cutter Trtst has epplied for a Spedat Perm9 In accord•. anee with Section La0.411-.Family Aparlmenls The Applieanf.is.t anee with SeC806 240 471: a ur try Aga tments The Applicant a k proposfnp Io add Wuhan tac9 tios in ordeiao u;e the propustag to add`kitchan lacttw6 In order to use the pool houu as a: delathetl fam9:apanmenl :The pro a pv�l house as a' YY p rty;is bated.aC 219 Green detached temUy:apanrrtan4-:Tbe property-IS Iocatetl ar2i8 Green' Dunes Odva;.Genterville,MA.as'shown on Assessors Mop 245 as Dunes Drive,CenteMls..MA:as:thownIon Assessors,Map 245 a5.,. Parce1024 itielaeatedlnlhd�-ReaIdaric6DA(SD-1)Zoning:Dictdcl. Paree1024.Ii(S located tnlhe Residents 01(RD-1)Zoning District r These publi.0 l lnq.will be bald at ih IsamstableYarva Hall,307 . these Public hit will-be held at the`Bamstable Town Hat 367'r Main SireeLiH015nis.MA,hearing Room loealed on the 2nC Floor,. Main SV real. Hyanait,Kk Hearing Room located on the 2nd Floor;- Wtdnaaday,April 94,2atQ. Plans and app9cattats may be reviewed:; W..adnesday,.AprU 24,2019.,Plan s and apDticatbns met be reeiatved althe 6111N.8pard of Appeals Office,Planning and Development: et(ta 2onlnpp Board of appears OtttcO,Planning and:Development vapanmenl,town 08ices,200 hPIA Sheet;Hyartnls,MA. Department,10 vn OUirxs,200:hialn SueaL.Hyanni5,MA i Bernstabre Datrial Alex Rodobkts,Chau Barnstable Patriot Alex Roddoletils,:Chau - Aprils,2019.6,Aprfli2,20fAZonlrrtyBoardotAppeals apru 6 2019:SAvni t2 2019 :Zonfn9 8oerd ofAPpsats r f:, A[31,1 19 AIN 1:1 P 4 13 Town of Ba;rnsta;ble Zoning;Bdii-rd of Appeals Error in Script—Amended&Revised As related to the decision rendered for: Special PermitNo 201:9-0Z4: Elizabeth K. Coi#er Trust An error in script was identified in the Decision and Notice of Special Permit 20 M24, issued to Elizabeth K, Cotter,for property addressed'219 Greeti Dunes Drive;Centerville;`MA and filed with.the Town Clerk on April 2,'20:19. The error was found in rite summary:on the first page of the Decision. Th.e Decision erroneously identified "Elizabeth K.:Colter Trust" as the applicant. The Applicarits correctly identified as Elizabeth K. Cotter, as Trustee of the Seaside Sanctuary Nominee Trust. The Decision and Notice for Special Permit No.2019-024 is corrected to read as follows: Summary: Grantedmith Conditions Applicant: Elizabeth K. Cotter,Trustee:ofthel Seaside Sanctuary Nominee Trust Property Address: 219 Green-Dunes Drive,Centerville, MA Assessor's Map/Parcel: 245/,024 Zoning: Residence D-1 (RD-1) Hearing Date: April 24,2019 Recording information: 'Certificate No.C216546 Respectfully Submitted, r Anna Brigham)Princi 'Planner June 10,2019 CD Town of Barnstable Building - "' This�Cat That rtas.Uistble'From Lhe Street A roued;Plans Must:be Reta�ned.on Job an l,this Card Must be.Kept , •-MRNlTCABS.�, PostfPP °& r n;+ •k ,: ,, �'�i" s • M Posted Until Final Inspection Has Been Made ,; x � � � .o F , Q ermit ccu anc <is Re .aired`such Buildm'shallNot°be Occuedu»t�IzaFinal Ins ect�oha"s.been made,, , Wher."e a Certificate,of,0 Permit No. B-19-1869 Applicant Name: ERNESTJ JAXTIMER Approvals Date Issued: 07/18/2019 Current Use: Structure Permit Type: Building-Family Apartment with Construction Expiration Date: 01/18/2020 Foundation: Location: 219 GREEN DUNES DRIVE,CENTERVILLE Map/Lot: 245 024 Zoning District:, RD-1 Sheathing: Owner on Record: COTTER,ELIZABETH K TR Cont actor Name E J 1AXTIMER BUILDER INC. Framing: 1 Y Address: 14 DRAPER ROAD ;, Contractortcense` 110609 2 DOVER,MA 02030 Est Protect Cost: $0.00 Chimney: Description: CONSTRUCT A TWO BEDROOM 3 BATH FAMIQY'APARTMENT ADD Perm t Fee: . $110.00 KITCHEN I �`� Insulation: Fee Paid $110.00 Final: Project Review Req: MUST PROVIDE NAMES OF OCCUPANTS FOR FAMILY 7/18/2019 APARTMENT AND RELATIONSHIP TO PROPERTY OWNERS AS , Y C t WELL AS PROPERTY OWNER NAMES SPECIAL PERMIT MUST ` try-- Plumbing/Gas i , BE RECORDED AT REGISTRY OF DEEDSF �, F " Rough Plumbing: 4. Building Off icial Final Plumbing: 3 This permit shall be deemed abandoned and invalid unless the work a thonzedby,this permit is commenced within six months afte issuance. All work authorized by this permit shall conform to the approved application and the approved construction documentsfor�whichthis 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 ylaws and codes. x M: Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public Inspection for the entire duration of the work until the completion of the same. r,Z . Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Budding and Fire Officials are provided on this'permit. 3� �� Service: Minimum of Five Call Inspections Required for All Construction Work ' 1.Foundation or Footing 41 , Rough: 2.Sheathing Inspection 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 184 Riverview Ave,Waltham,MA 02453 established in 1989 P TEL(781)-899-3618 FAX(781)547-5659 Spray Foam&Other InsubAons www.GreenStampinsulation.com Insulation Affidavit/Insulation Certificate Date: May 2, 2016 Location: 219Green Dunes Drive, Centerville, MA GreenStamp Insulation has installed the following at the above location: • Roof Assembly: R-40 open cell spray foam, 10.5", BASF • Exterior Walls: R-20 open cell spray foam in exterior wall cavities, 5", BASF • Low expansion closed cell foam to be installed around windows and door ROs to meet R-value of Glazing • Basement Walls: R-15, closed cell spray foam applied to foundation walls, 2.5", GACO 183-M Respectfully, Benjamin Marshall President conf ideintia I Installation Requirembnts Exhaust system requirements, continued �,... WARN.if11C - .� � � �4 MAXIMUM LENGTH ' of 4"(102mm)Rigid Metal Duct FIRE HAZARD, ' VENT HOOD TYPE , .g 3 A clothes dryer must be exhausted outdoors 4 (Preferred) Do not exhaust dryer into a chimney-,`a wall, a o ceiling,an attic, a crawl space or any concealed' o space of a buildihd. A clothes dryer produces combustible lint ;If he dryer is not exhausted N . —►] outdoors, some fine lint will be,expelled'into the 4" 2.5" laundry area:An accumulation of lint In any area., (10.2cm) louvered (6.35cm) of the_home'can icreate&health`and fire hazard, -0 : 125 ft.(38.10m) 110 ft.(33.53m) 1 115 ft.(35.05m) 100 ft.'(30.48m)' The dryer must be connected to an exhaust " rY a outdoors. Regularly inspect the outdoor exhaust 2 . •' 105 ft.(32.00m) 90 ft.(27.43mj opening and remove any accumulation of lint 3 95 ft.(28.96m) 80 ft.(24.38m) around the outdoor exhaust opening and in the . 4 85 ft.(25.91 m) 70 ft.(21.34m) surrounding area. _ WARNING° _ zt_ 1 ANIN� _ FIRE HAZARD ` •.Do not install flexibleplastic or flexible foil a — aa�7—�•—�- 5 FIRE HAZARD° r 4 ;: `venting material , y ' • Do not allow combustitjle"materials(for. g x example:'clothing,draperies/curtains, paper) •'If installing semi rigid venting,do not exceed`8, ft 2.4 m duct len tl to come in contact with'exhaus#system The �. ) 9, _ dryer MUST NOT be exhausted into a chimney,',; EXHAUST DIRECTION . _ ., a wall, a.ceiling,or any concealed space of a; s' building which can accumulate lint; resulting'in° Directional exhausting can be accomplished by a fire hazard. " `_ . ' _ installing a quick-turn 90°dryer vent elbow directly . t _ .F .. Do not screen the exhaust ends of the vent to exhaust outlet of dryer. Dryer vent elbows are, system; or use any screws, rivets or other available through your local parts distributor or hardware store.. fasteners that extend into the duct to assemble' , the exhaust system. Lint can become caught ���®� in the screen, on the screws o privets;clogging the duct work and creating a fire hazard as;well . H as increasingxd.tying times: Use an approved 4 vent hood to terminate the duct'outdoors,and " .. seal all joints with metal#oil tape,AII male duct pipe fittings MUST be jnstalled downstream - A with the flow of�air. z _ U� .�WA if RU NGI See also CLEARANCE FIRE HAZARD REQUIREMENTS on the` nextpage Exceeding the length of"duct,pipe or number ;; e of elbows allowed'in the"MAXIMUM LENGTH".-� _ z K. �Y, ° :' charts can cause an-accumulation of lint in the " 5 { QZE exhaust system Plugging the system could Use of 90°quick— , create a fire hazard;as well as,i ipreaseArying, turn elbow required; ° times `' to meet minimum: installation depth 'NE'EL ASSOCIATES STRUCTURAL ENGINEERS April 20, 2016 Mr. Jeffrey Lauzon Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 RE: STRUCTURAL INSPECTION AFFIDAVIT Leslie Residence 219 Green Dunes Drive Centerville, MA Dear Mr. Lauzon, Siegel Associates has been retained by Nicholaeff Architecture and Design to perform as the structural engineer of record for the above referenced project. In this capacity, we reviewed architectural plans, performed structural calculations, and drafted framing plans that were previously submitted. On September 23, 2015 we made an inspection of the work completed to confirm compliance with our design. At this time all framing was complete with the exception of the four double sides shear walls within the garage. The interior sheathing will be installed on these walls once the electric and insulation are completed. We can provide an additional affidavit for these items once they are completed. On the basis of this involvement, I certify that to the best of my knowledge, information and belief, the specified structural work performed at 219 Green Dunes Drive complies with our written and verbal direction, with the structural provisions of the Eighth Edition, Massachusetts State Building Code for One-and Two-Family Dwellings (780-CMR), and with accepted structural practice. Sincerely, SIEGEL ASSOCIATES, INC. Steven P. Siegel, P.E., Principal `� �ti STE1IffJ PAtN SIEGE ca f4,3b496 r" f y¢ STRUCTURAL tel 617.244.1612 www.siegelassociates.com 860 Walnut Street Newton Centre, MA 02469 n 4' ' of J�'lassadhusL;t.s 'sheet Metal Permit Date: 11 J - J 318b1SN8b8 J0 NM�zrniit DI V�06 SIOZ 1 Estimated job Cost: S �0,O�C7 ��, ^ON Permit Fee:S g5, UQ Plans Submitted: YES 1\�O ✓�wv�� 2•ts owed: YES NO ✓ Business License , 1(0 -ApplicalrtLicense Business Information: Property Owner/Job Location Information: Narne: /�CYI G''� �.1���1 i��E�, I� , Name: Street: C i° !1 QQ�, Lary))144, , Street: a�9 Puln J CiL /Town: ' eJqQ:t Ciry/Tmvn: Telephone: D9� /q 5.� � I Qn Telephone: Photo I.D.required/ Copy of Photo I.D. a'iached: YES -NO 5t3SI Initial J-1 /M-1-unrestrioted licenses J-21-N-I-2-restricted to dsvellLnss '_I-sLo_r_i-_s or less and co.-=iercialialp to 10,000 sq. ./?-stories or iess Re idential: 1-2 family ✓ VuIL I Y Condo/Tory>,-.oasts Oth,e_ Commercial: 0111ce Retail Industrial Educational Institutional. Other t Square r ootase: sunder 10,000 sq.R. '� over 10,000 sq. ii.. ;umber o �SIt ries: Sheet metal:pork to be completed: Nev_ Work Renovation: ✓ 4 T 3_2 ri�TAC ✓ Metal V-iaters ed Rooiirzo Kitchen E�aust SysLeIP Metal Chdr it?ev/Vents Ir Bal an.ci.!a Provide detailed description ofwork to be done: -FW0 aA- h0j,' &Ie&_ 42V� 1 t a_ C I INSURANCE COVE?1kGE• ; I have a current liability insurance policy or its equivalent�mich meet:'the requirements of M.G.L.Ch.11'- Y es )` �o I by checking thz appropriate-box below. If you have.checked Yes, indicate the typetol coy rzae` policy ' Otl er,type oi''indernniti' I 1 Bond U ' A liability insurance f p�biv S It\SU:.ANCcLVAIVEft: I am aware thattnz iicena e does Ve the Insurance coverage require d by Chapter 112 of the l y ss,g. "=", c waives this requirement. Ffizssachusetts General Laws, and that m4 sIgriaWe,onfils�permltaPpilcation I i Check One Only - Owner ❑ Agent I_I I /''� Slgnaiur8 o7 ObYil r Oi l! f{�IGrJ?gel Ii this boxy:!hereby carLiry that all oI the data!ls and intomsbon 1 have sub Zl�'a�(or ent3redi ragarding this rthis application are true and By checking _r o,O, lad under the pernit issued for this applic=_t on will b= 2CCUi Zte t0 t'na best OT my ftnowledg�'and that all sheet metal work and Ins:allat10n5 !r,compliance with all pa+�inent provision o the Tvlassachuset"s Building Code and Chactar 112 0 tha General Laws. Duct inspection required prior to instlation installation: YES NO Prc�ress Inspectiol2s Cpr-, its Date Final InspeciiOE 4_ + - - - - - - - - - - - -Co�r�=n _ l i I I Type oil i_i.... c_ _n c. By El mast-ar _a f It!= ❑ Tlaster-t'.�a.rlCcu �+ Ir --�},person SignaWre o;Lic rlsee i� City/I owr IJJu:i 1 f ; eli::it= ❑Joum' person-Resideed License NulTiber: �� �r i Fee 55 ❑ Chec,,<ai vVnt:.rnass.gov1dPl l 1 1 I I � l Inspe- 9 ' for Si nature of reknit Approval r Town of Barnstable ja Regulatory Services un iM 'V n Richard .Seali,Director i639. `Qs� ._ 'P�Fa,�rsA :Building Division Toai.FeM Building Conumssiouer 200 Main Street,Hyarnis,lvlfi.0260:1 www.town.barnstable:raa.us Office: 508-862.-4038 Fax: 50.8-790-6230 Property Owner Must Complete and Sign This Section If Us Ing.A Builder - f ��. as Owner of the subject ro erc �.r P P ?' hereby authorize-- C to act on my behalf, in all-matters relative to woxk authorized by this bt&ding pernut application for. I_7 f_-�1 Apt (_Address of job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or uti]ized}before fence is installed and all final inspections are performed and.accepted. -Signature of Owner Signature of Applica:ut Print Name Paint Name Date Q:F0%V:S:0 WNERDF-%MISSICNP00.LS Fold,Then Detach Along All Perforations �f M OIVmm WEAETFI F SA HIM. .S`�, ,x a BOAE[F}OfMr s SHEETMETALWf1RKERS F. - ' T�.""'t 4xt kl SSUES TEFOL'�gOW�NG LIGENE w am w a' ASi� BUS`�NES',nS0 y �' t., i ME W VER�ION WH1T€ELEY PaLBG ANDTG�C ,� ��, g cr28VI LLAGE` LAND1$C� h Sf_ `�� ,W W EHATH.AM" � i'�•t ��1 fit' , :t v� �T`.,��mk�X^12/�Z��t-�- �3 �` �77 ���,.9r- . �a ;-C MMO.N.WEALTH,OF:MASSACHUSE.TTS BOARD t3F f f SHEET1flAL WORKERS l'SSUES ���HE .FQLLo4lINil �"KCENSE � H AS1 M4STEP, UNRESTR7 CTEQ` � ER`IC T4wHfTELE3Y rPm NOW � iVo L W`E�1 CNATHaf1 MA„02669 02�-8 2967 o2/_z8/16 t8o5�� { _.__. WVERNON-01 THORNE 'nn�o�zo CERTIFICATE OF LIABILITY INSURANCE DATE(MM/°°"Y"' 9/25/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT NAME: Rogers&Gray Insurance Agency,Inc. PHONE FAX 434 Rte 134 A/c No Ext: AIc No):(877)816-2156 South Dennis,MA 02660 E-MAIL il@ ma //f�ro ers ra ADDRESS: g. g y•com INSURER(S)AFFORDING COVERAGE I NAIC# INSURERA:Arbella Protection INSURED INSURER B:National Liability&Fire Insurance Company W.Vernon Whiteley Plumbing&Heating Co,Inc. INSURERC: Chatham Sheet Metal,Inc. INSURER D: P.O.Box 1266 West Chatham,MA 02669-1266 . INSURERE: _INSURER-F_ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD BR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IN SD WV POLICY NUMBER MM/DD/YYYY MM/DDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE a OCCUR 8500052832 10/01/2015 10/01/2016 pREMISEs Eaoca ence s 100,000 MED EXP(Any one person) S 10,000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY ]JECT �LOC PRODUCTS-COMPIOPAGG S 2,000,000 OTHER: I S AUTOMOBILE LIABILITY EOMaBII EDtSINGLE LIMIT S 1,000,000 A ANY AUTO 1020006346 10/01/2015 10/01/2016 BODILY INJURY(Per person) S ALL OWNED X SCHEDULED AUTO S AUTOS BODILY INJURY(Per accident) S X HIRED AUTOS X NON DIED PROPERTY DAMAGE S AUTOS Per acddenl S X UMBRELLA LIAR I OCCUR EACH OCCURRENCE S 4,000,000 A EXCESS LIAR CLAIMS-MADE 4600052833 10/01/2015 10/01/2016 AGGREGATE S 4,000,000 DED I X I RETENTIONS 10,000 S WORKERS COMPENSATION — PER OTH- AND EMPLOYERS'LIABILITY STATUTE I ER B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN V9WC665702 10/01/2015 10/01/2016 E.L.EACH ACCIDENT S _ 500,000 OFFICER/MEMBER EXCLUDED? a N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEd$ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Plumbing,Heating&Air Conditioning Contractor --General Liability Endorsement 30AP2037 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Transfer of Rights of Recovery and Per Project Aggregate as Required by Written Contract --General Liability Endorsement 30AP2039 Provides:Additional Insured-Contractors-Completed Operations Coverage As Required by Written Contract --Commercial Auto Endorsement 26AP1034 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Waiver of Subrogation --Workers Compensation Includes Blanket Waiver of Subrogation as Required by Contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601-0000 AUTHORIZED REPRESENTATIVE 17 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD THE 1p� Town of Barnstable Regulatory Services �anxwaiEg` Richard V.Scali,Director �p iG39• �� lEn 39. ^ Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Properly Owner Must Complete and Sign This Section If Usina A Builder as Owner of the subject property hereby authorize �, C. to act on my behalf, in all matters relative to work authorized by this building pem-i t application for. (Address of Job) "-."-Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Lr1c f hif Iry Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS APR/1.1/2014/FRI 01 : 25 PM COMM Water Dept FAX No, 5084283508 P, 002 1 Centerville-Osterville-le'Marstons Mills Water(Department P O.DOX 369 1138 MAIN STREET -_ OSTERVILLE,MASSACRUSETTS 02655 ,E 04 www.conimwater.com OFFIC) OF w �q/ aFi BOARD OF WATER CONINIISSIONERS DE PT. WATER SUPERINTENDENT TEL.No.508-429-6691 FAX No.508-428-3508 April 11,2014 Barnstable,Town o Building Department ' 200 Main Street Hyannis, MA 02601 A^ Re: Account#1584 Edward Leslie 219 Green Dunes Drive N Centerville, MA To Whom It May Concern: On Thursday, April 10, 2014 the water service was disconnected at approximately (20)twenty feet from the existing house foz the property mentioned above. It is our understanding that the owxter plans to do extensive renovations to the house and Will hookup the water service at a later date. if you have any questions, please call our office.at 508-428-6691. Glenn Snell Assistant Superintendent GS/jlv . r� 4: Nn-,1 Nutter .1'G ' ;� J „ SABLE 2RC�s 07 20 FM 3: 43 Patrick M. Butler u Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com October 19, 2006 #102238-1 Via Certified Mail, Return Receipt Requested and By Hand Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Nancy Clark, Chairman Barnstable Historic Commission 200 Main Street Hyannis, MA 02601 Re:. . . 219 Green Dunes.Drive, West Hyamiisport Dear.Mr. Perry apd M5 Clark':' -", Reference is made to the attached correspondence d'ated.:Ociober 5, 2006"ai nd.. September 14, 2006 relating to the property at 219 Green Dunes Drive,.in West'Hyannisport. The Property is shown on Assessor's Map 245 as Parcel 024. On November 14 2002; this office submitted correspondence and application materials on behalf of the property owner of his intention to demolish a dwelling'on that property over 75 years old in accordance with the applicable provisions of the General Ordinances of the Town of Barnstable. Several meetings were held between November, 2002 and April ,2003 with representatives of the Planning Department and correspondence dated March 26, 2003 was submitted from T.A. Nelson Construction Company, Inc. regarding structural changes to the- property which had transpired during the period 1970 through 1992, as well as an analysis of the fenestration and the basement foundation of the structure. As a result of these conferences and submission of written materials, the Barnstable Historic Commission reviewed the request in accordance with"General Ordinance Article XLIX and determined that the property does not qualify under Section E as a `significant building". The Commission further determined that preservation of the structure was not warranted: A copy of that correspondence, dated April 11, 2003 is enclosed, as well as my transmittal correspondence dated-April 23, 2003 to my clients forwarding a copy of same. NUTTER MCCLENNEN & FISH LLP •ATTORNEYS AT LAW 1513 Iyannough Road • P.O. Box 1630 • Hyannis, Massachusetts 02601-1630 • 508-790-5400 • Fax: 508-771-8079 www.nutter.com Thomas Perry, Building Commission Nancy Clark, Chairman October 19, 2006 Page 2 Please note that the letter dated April 11, 2003 was docketed with the Town Clerk on April 15, 2003 and that my correspondence was forwarded to the client subsequent to that docketing. I note further that the letter dated April 11, 2003 states "This will serve to notify you that the Barnstable Historical Commission has no further concern for the demolition and you may proceed to seek a demolition permit from the Building Commissioner." No appeal of any kind was taken from that final action of the Commission. As a municipal board performing adjudicatory functions, the Barnstable Historic Commission is subject to the principals of res judicata. See Almeida v. The Travelers Insurance Company, 418 NE2nd 60 (1981). The Barnstable Historical Commission's decisions are only able to be reversed by a court if there is a lack of substantial evidence. There does not appear to be an appeals mechanism set forth in the applicable section of the Barnstable General Ordinances, Section 112 of the Protection of Historic Properties Ordinance. Thus any appeal associated with a determination by the Commission is required to be brought pursuant to a writ of certiorari, Massachusetts General Law, Chapter,249, Section 4. We are aware of no change in the Ordinance nor the purpose of the Ordinance, nor any applicable law relating to either determinations by the Historic Commission nor appeal of any final determinations since the 2003 decision. Based upon the foregoing, we believe that the Barnstable Historical Commission has acted definitively in 2003 and, in accordance with the principal res judicata the decision of October 5, 2006 was rendered improperly and without appropriate reference to the prior decision. Demand is hereby made that the decision dated October 5, 2006 be voided and that a notation be made on the record of the Commission that the decision of April 11, 2003 is binding and remains in full force and effect. Very truly yours,Patrick M. Butler PMB:cam Enclosures cc: Mr. and Mrs. Edward Leslie Robert Smith, Barnstable Town Attorney Renie Harriman, Permitting Specialist Jackie Etsten, Planner Tom Broadrick, Director of Planning 1569989.1 f IME � Town of Barnstable Barnstable Historical Commission snxxsrnsi.E, + 200 Main Street, Hyannis, Massachusetts 02601 (508) 862-4786 Fax (508) 862-4725 0g9. wwmtown.bamstable.ma.us QED MA'S A September 14,2006 Linda Hutchenrider,Town Clerk O� N o Allen St.Peter ' 9 Lilly Pond Lane,Cohasset,MA 02025 Edward Leslie 226 Main St. � Centerville,MA 02632 Re: 219 Green Dune Drive,Centerville,West Hyannisport Assessors Map and lot 245-024 Chapter 112 Historic Properties,Article 1 Protection of Historic Properties. Proposed demolition of house, The Notice of Intent to Demolish were submitted to the Town Clerk on September 6,.2006 At the regularly scheduled and duly noticed meeting of the Barnstable Historical Commission held September 12,2006,the Commission reviewed the above referenced application. No one was present to represent the applicant,no photographs or information were submitted,providing an explanation for the proposed demolition. The Commission found that the building listed above is a very substantial house,built in 188o and assessed by the assessors for$689,400.. It is located in an area of summer houses built as vacation homes along the waterfront in the late 19u'Century. The building is more than 75 years of age. Based on the information provided with the application,the Commission voted to find the building a significant building pursuant to the definition of Section 112-2(B)General Ordinance 112 Historic Properties and to hold a public hearing upon the application to demolish the historic building located at 219 Green Dunes Drive. The applicant is requested to allow access to the Commission for a site visitand to provide.an engineers structural report. Present and voting to find that the building referenced above located at 219 Green Dunes Avenue were: Nancy Clark,Chairman,George Jessup,Barbara Flinn,Marilyn Fifield Melissa Niedzwiecki,and Jessica Rapp Grassetti. .Absent: Nancy Shoemaker Sincerely yours Nancy Clark,lC airman - cc:Tom Perry Building Commissioner r £r The CI9 aMAMMb*of ac eu 60 Wig n Sheet Kostcur,.MA 02M wwwanasngavIdia Warke& CampensafmnInsurance.4iffidavyL BtleldersfC�anIrac urs/ElectncianslP umbers AppHc t IrcE rmatim Please-Fri od�yfSta&z : 65lea WIAe- ay, Ph= Are ycm=employer?Check the apprap'riate boF= T of a'ect ns 1 I am a 1 vrith 4 ❑ I am a�xl conbrac{ur and I emP ogez * hav�hirt the�. 6_ ❑New employees(full artdforpar�time)_ attached sheet'Listed on 2_❑ I am a sole progrie#�r or partner- fit; 7- ❑Remodeling slug and have no employees Tim sal�oozlireciafs have g- ❑7 emaldiao_ vu �me in employees and have workers' � �capacity- � 4, 'El Bnil3-mg addifron [LVa tvo�' comp_iusctranre Comp-St1zv� mlil 5. ❑ Cie are a corporatiomaad its I0-0 Electrical repairs m addifions 3.❑ I aim w ham.eowaer doing all wx ohs have exercised their I I-❑Plumbing repairs ar addifioas ��no worlass' _ ght•of emmgdon per hfQ I2-0 FDof mpairs ce reqnkedF c-15Z JI(4),alldWefraveno P. � I Qcess• comp_ins=ce r5quirtIj *liay aupfi�ari thatcbedcsber-o=stalso ffiauttb`secfroab9owshoceing i�rawo�ea'rnum�nsafiauperri�sn ., �go-ID�waeasvcksr,sr�r��us s�d-�n��;�y a:e dais.IIr.-:_{—+�tb�h�*e o�tsi�contzactursroast snhaatauezr�dsc�tma�rati�sack CIS tbst rli k this b=mast atEcbEd m xd&d=xl shed 511D'Amg tbP T]�E of�1P 4C�9'-L .L and state uhetheS bcXlat$�tlse ha'vi? ampWyees. Ifthe sob-tones hxm mployee%the}•-TCI pun UE then wmke a tamp.p alicT—MI— .:Licari art amFIvper ihatisgrFnddiffg Irorkers'COMP rrsrrhan i=trrutee far my en 47LOYErgs. Betorr is fjIL,RVE Cy MId,jab sits �orrrtv£it?tt. a • L3surance Gompa>xyI£ame_ hic Codo n lob act 64WH 4,W&a Dom,+60- CdylSt,�2�p: a� , AttZCh 2b Copy Gf the WGrkers'ckmpeusation poUlic dsclzr3tloa page(showing fhe•:poUcy number U d e;Ti 1Ution Este}: Failure to sectrrc coverage as requuednuder Secf m25A oEMOL c. 152 can lead to f e impasifiion of criminal pmalEies of a fine up to SI_5010D andfor one yearimpziscmz t,as wen as civil peualfies in the farm of a STOP WORK OIDIlZ and a fiae o$up to$250-00 a day against the violator. Be advised that a copy of this stxt�maybe for-uardad to the Office of I4rvegECg tiom of the DIA for insarance;my-crage vac�Etatit - .£eDSien Faccre���fp rc tica utcdF :sr r��sZr�ur�'f3�atfhe ur{vrnca#ian jlrasrzdeii rr7rC r`s cud carrecf atuce- I�W_rDate 1,t0-- OF E �citrt use anly, Do-ttctt writs"in ffus area,it bg cavrpieted by ct�p ar fawn tsffrciaL City-or Town: P�f Meuse# Fc�1'��QLIt�{Q1T�C 4Itf4�; • L Bo3-d of Health 2.Rwldmg Department I CitpTawa O=k 4-Electrical gaspmtar IT.PhrmMag Inspector 6.Qther Cn�et Pecan: FIF�•nt=#� - . m Ilassachliseits mineral Lays chapter 152 requires a1I employers to provide workers'compensation for their employes Pursuaotto this statote, Em errp£rryee is defined.as _every person isr the service of another under any contract oi~h;:"'+�,+ 1 express cFr implied, oral orwdten." . An empkyea•is&fi ed as`ran individual,part mmbip,association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and iadadmg the legal representatives of a deceased employer,-or the receiver or trustee of an individnal,partoesbip,association legal entity,other l entity,employing employee;. Idowever the owner of a dve ag h=t-,having not more than.three apartments and who resides therein,or the occupant of the . dvreIliag horse of another who employs persons to do maia'FP:nance,construction,or repair work on such dweIiiag house or on the;grounds or building appurtena�±thereto shag not because of such employment be deemed to be as employer." MGL chapter 152, §25C(6)also sfatEs tilt"every state or local Pucensmg agency sha1I withhold the issuance or renewal of a license or permit to operate a business or to contract buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the inset-ante.coverage required. Additionally, MGL chapter 152, §25C(7)stairs"Neither the commonwealth nor any of its political subdivisions shall entry into any contract for the perfu=ance of public work until acceptable evidence of compliance with the;,,SUT' nee requrements of this chapter have been presented to the contracting authority.- Applicants Please fill out the worioers'compensation affidavit complet--ly,by checking the boxes that apply to your sit ntzon and,if necessary,supply sub-contractors)name(s), addresses)and phone numbers)along with their ceri�icate-(s) of insurance. Limited Liability Companies(LLC)or LimitedLiahaty Partnerships(LL.P)vithno employees other ihan the members or partners,are notrequimd to carry workers' compensation insurance_ If an LLC or LLP does have employees;a policy is requirecL Be.advised that this affidavit may be submitted to the Department of Industrial Accidents fur confirmation ofinernance Cov(-,rage. Also be sure to sign and data the affidavit. The afada)it should be returned to thee 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 a_re required to obtain a vrorkem' compensation policy,please call the Department at the number hgted.below. Self-insured companies should enter their self-iinsura:a=license number on the appropriate line. City or Town Officials -. .. Please be s�se thai`Lff,affidavit is complett.and printed legibly. The Department has provided a space at the boil l a. o-L the affidavit for you to fill out in the event the Office oflnvestigatims has to contact you regarding!e applican't Please be sure.to fill is the pennitllicense mnnber which will be used as a reference number. In addition- an applicant that must submit multiple pemi.itl mnse applitations 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 tine city or town maybe provided to the applicant as proof that a valid affidavit is oa file for future permits or licenses. Anew affidavit must be titled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial Venture (i_e, a dog license or permit to burn leaves etc.)said person is NOT required to complete this aifidav it The Office of Investigations would ae to thank you in advance for your caoperafim and should you have any questions, please do not hesitate to give its a caII. The Department's address,telephone and tLxnumber: ` aF Carrrm.n-a�alth OfMassar-huszz� D--pa�cat Gf Inclustial AQcid eat • ��a�hin�tan S � . Tel. 617-727-490-0 at44)6 W 1-977 hLkS, ,�. . Fax 4 617-727- 45 Revised 4-24--07 �Q�rdla SEADA-1 OP ID:JL CERTIFICATE OF LIABILITY INSURANCE . DAT 04/16/2016120Y5 `-� 15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Roblin Roblin Insurance Agency,Inc Roblin Insurance Agency,Inc. PHONE 781-455-0700 FAX I"Gould Street,Suite 100 Q o ,: A/C No):781-449$976 Needham,MA 024942321 E-MAILE- Roblin Insurance Agency,Inc INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Acadia Insurance Company 31325 INSURED Sea-Dar Enterprises INSURER B:Starr Indemnity&Liability dba Sea-Dar Construction Joe SCarfo INSURERC: 46 Waltham Street FI 2A INSURER D: Boston,MA 02118 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE POLICY NUMBER ADDLSUBR MM/DDY EFF MPM/uDD EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000. CLAIMS-MADE F OCCUR CPA0173267-20 01101/2015 0110112016 PREMISES R NTEDre nce $ 250,00 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,0 POLICY a JE� LOC PRODUCTS-COMPIOPAGG $ 2,000,00 OTHER: Emp Ben. $ 1,000,00 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,00 Ea accident _ A ANY AUTO MAA0173268-18 03/30/2015 03/3012016 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Peraccdenq $ X HIRED.AUTOS X NON-OWNED PROPERTY DAMAGE $ UTOS Per acc dent Comp �o1°S10n Deductible $ 500/eac X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 5,000,00 B EXCESS LIAB CLAIMS-MADE 1000015115 - 03/30/2015 03/30/2016 AGGREGATE $ 5,000,00 HOED RETENTION$ $ WORKERS COMPENSATION X I PEA EMPLOYERS'LIABILITY STATUTE ER A ANY PROPRIETOR/PARTNERIEXECUTIVE YIN N WCA0177657-18 03/3012015 03/30/2016 E.L.EACH ACCIDENT $ 500,00 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 A Property CPA0173267-20 01/01/2015 01101/2016 Property 200,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The Town of Barnstable is additional insured on the General Liability, Automobile&Excess/Umbrella policies with regard to work performed by the named insured. CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE .DELIVERED„IN- TOwn of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Barnstable,MA 02601 AUTHORIZED REPRESENTATIVE e0041�0 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Tay .Town of Barnstable OT Regulatory Services t s - �, Richard V.Scab,Director N a ham$ Building Division Tom Perry,Building Commissioner 200 Maia Street,Hyannis,MA 02601 www.tovn barnstable ma.us Office: '508-862-4038 Fax: 508-790-6230 Property Owner Must _ w . Complete and.Sign This Section If Using ABuilder as Owner of the subject property' hereby authorize 5i�-� 25 � to act on my behalf, in.all matters relative to work authorized bythis bail• inc permit application for. eew f V (Address of Job) Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Lys )� ;�� f� , , .,• � signatut6 of der of Appli Print Name - Print Name -..F Da y _ Q:FORMS owAtERPF.R21sSrorrn00LS i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION w Map Parcel -`� Application r o/6n b Ew Health Division Date Issued S Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street rA�ddress ,,:> cj eel Village t4140Lvi /e. Owner ke-SLJe- Address Telephone Permit Request F� Square feet: 1 st floor: existing 1c) proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type " Lot Size Grandfathered: OFYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family 0 Multi-Family(# units) Age of Existing Structure Historcc,'House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No 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 Total Room Count (not in �c "luding baths): existing new First Floor Room Count Heat Type and Fuel: O Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes/ ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached gar ge: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached arage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zonin Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use . APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 4 Name S+F09 -�1919� �� d�a Telephone Number N" Address a�5 7 �a f t� License # DY3 0 3 D s4ftl,;Ile 14 M4 D'a 65"g- Home Improvement Contractor# 1/7 8 /05 Email C0A-1 Worker's Compensation # LVCA 0/77787d ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO S -IcFIF SIGNATURE DATE J� l FOR OFFICIAL USE ONLY '•APPLICATION# DATE ISSUED s MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. '` P,-'.'^y t '""1 .', -,•.. :r .t+ ,�4r•+r>st`R�'�.:.!` ^,' "^'` .n y- .. ..a..•.t.-y,..,.-,,..."�.ir..>yX.', ., vr.. .Tr,r'�e`t.f•'....,'3`. , •..r1.,.:At-, ..s. ay ~ v ✓ 3e°k.R. "!+p i F .*4t''t:4j.K�1'; Blip, i 4 ,s N OF>BARN$TABLE BUILDING PERMIT APPLICATION ( 1 f a 7 k •:,Ma \l Parcel 5 - Application 44tolswb, Health Division ` Date Issued p Conservation Division , Application Fee .0 _�u Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board,. Historic - OKH _ Preservation/ Hyannis Project Street Address Village 1Y/P .t,;/Je J. *=Owner Address 9 a C* XIA>H S,�'• Telephone Permit Request 1,nt4e v 1,4 c e 'lieAF ><4/6 Square feet; 1st floor:.existing :', proposed 2nd floor: existing proposed Total.new Zoning District Flood Plain ' Groundwater Overlay Project Valuation Construction Type �,.. .Lot Size Grandfathered% ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . ❑ Two Family 0 F Multi-Family (# units) Age of'Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: 0 Yes ❑ No 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 s Number of �edrooms: existing —new of • ; 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 0 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 ❑ r , Commercial ❑Yes 0 No if yes, site plan review# Current Use Proposed Use i , —�AXPLICANY, Fb-'RIVIAT ION _ r BUILDER.OR HOMEOWNER Name Srl -ot � ,�-�;,�" .��,�.� Telephone Number Address ' ralh*. ,.II led License # 011 ®3 „r Home Improvement Contractor# 17 ' Email T5b(:,ln0 P SEA, Q k CC Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO S -`l— F,b rr1 ���. SIGNATURE > � �"' �. - ,aJ., ,� DATE FOR OFFICIAL USE ONLY 1APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT. ASSOCIATION PLAN NO. Massachusetts Department of Public Safety Board o�Building Regulations and Standards C'orctruction Supervisor 's License: CS-043031 JOHN L SMARD 456 Taunton Street IMF y Wrentham MA 02093 - Expiration Commissioner 02/18/2017 Unrestricted-Buildings of any use group,which contain less than 35,000 cubic feet(991m)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit: www.Mass.Gov/DPS THETown of Barnstable Building °'i' sM`?� � , y r :< sY- a" .. ""� .,,: ,r, .::: ��",.,,e � .,., ••.; �y �g ,r�t , ^ ;w s Post This Card So That it is\lisible from the Street Approved Plans Must be,Retamed on lob andithis CardAMusf be Kept Hnasysrw�ue a � s 6' ® Posted Until''Final Inspection Has Been Made PermitWhere a Certificate''of Occupancy'is Required,such Buil"dmg shall Notybe Occupied until a<Final Insp coon has been made _ � c�- Permit No. B-18-3345 Applicant Name: E J JAXTIMER BUILDER INC. Approvals Date Issued: 10/31/2018 Current Use: Structure Permit Type: Building-Detached Accessory Structure- Expiration Date: 04/30/2019 Foundation: Residential Map/Lot: 245-024 Zoning District: RD-1 Sheathing: p ZJS Location: 219 GREEN DUNES DRIVE,CENTERVILLE Contractor.Name: E J JAXTIMER BUILDER INC. Framing: 1 s Owner on Record: LESLIE, BONITA TR&LESLIE, EDWARD TR Contractor License: 110609 2 Address: 14 DRAPER ROAD Est Project Cost: $650,000.00 Chimney: DOVER, MA 02030 Permit Fee: $3,440.00 Description: Construct a two bedroom (3) bath guest house w/full basement Insulation: LJ Fee Paid: $3,440.00 NOT APPROVED AS A DWELLING UNIT. NO PERMANENT COOKING Date: 10/31/2018 Final: yhcl FACILITIES-WET BAR ONLY. p Plumbing/Gas 44 Project Review Re NO PERMANENT COOKING FACILITIES-WET BAR ONLY NOT 1 q= Rough Plumbing: DWELLING UNIT. Building Official Final Plumbing: Rough Gas: Final Gas: y Electrical This permit shall be deemed abandoned and invalid unless the work authorized by this per", is commenced'within six months`after issuance. All work authorized by this permit shall conform to the approved application and the appro�edconstruction documents for which this permit has been granted. Service: All construction,alterations and changes of use of any building and structures,shall be,iii compliance with the local zoning by=laws and codes. This permit shall be displayed in a location clearly visible from access street nd_or road a shall be:maintainecl open for public inspection for the entire duration of the Rough: work until the completion of the same. Final: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Low Voltage Rough: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Low Voltage Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Health 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation Fire Department 7.Final Inspection before Occupancy p Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. April 2, 2019 � 1H of M,gss� 4:. O`er ERIC J. ` CEDERHOLM m Mr. Jonathan Jaxtimer o STRUCTURAL E.J. Jaxtimer Builders " No. 38962 853 Main St. Osterville, MA 02655 NAR ' RE: 219 Green Dunes Dr. -Centerville, MA—Guest House Framing Inspection Dear Mr. Jaxtimer, On March 29, 2019, 1 met you at the referenced property location to perform a final framing inspection on the guest house currently under construction. I found the framing to be in conformance with the approved design drawings for this project. Should you have any questions regarding these findings, please do not hesitate to contact me. Sincerely, Eric J. Cederholm, PE Transition Engineering, Inc. PO Box 576 Cotuit, MA (508) 404-0358 ejcpe@verizon.net Page 1 of 1 > June 9, 2019 �P��H OF tiLgs O� ERIC CEDERHOLM m� Mr. Jonathan Jaxtimer STRUCTURAL E.J. Jaxtimer Builders No. 38962 y 853 Main St. � ,�Y � Osterville, MA 02655 RE: 219 Green Dunes Dr. —Centerville, MA—Screened Porch Framing Inspection Dear Mr. Jaxtimer, On April 10, 2019, 1 met you at the referenced property location to perform a final framing inspection on the screened porch currently under construction. found the framing to be in general conformance with the approved design drawings for this project. Should you have any questions regarding these findings, please do not hesitate to contact me. Sincerely, Eric J. Cederholm, PE Transition Engineering, Inc. PO Box 576 Cotuit, MA (508)404-0358 ejcpe@verizon.net Page 1 of 1 [ � 00 �� ' � ���cc�u� �� ��� ��A/��s/ ��6s��� ��l/�u���oe �lC�2����� �����l���� (?5����Q����.2.!.|)' ' Z Chock ' Compliance 11 SCOPE ' Wnd~p~~~ r ~~-gust).---------...----_.---_.. .---~--_~__. _ 11D mph B V0ndExposure Catego�-----~---.---------_-- --.----_--___-______.. 1.2 APPLICABILITY ' Number ofStor�a ------------.'�--'----' ^) °""` '� , _�� 12 Roof Pitch ---------------------_-- "/ � BuildingWidth,«x ...............................................................(Fig,/________________ L ------------vw`v'-------------' --- � Building- ~-Length, -----'----_�lg4)--.------_____ Building- - Aspect Nominal Height of Ratio 'est Opening2 -----------�iQ^A---'.r----- ...............'����'�u* , ---' 1.3 FRAMING CONNECTIONS GwnemdcpmpUunoewithframingcmnnactions------'(Table 2)............................... ................................ � 2.i FOUNDATION � ' Foundation Walls meeting requirements of78OCMR54O41 � Concrete............................................................................................ - ...................... ...... ConcreteMasonry.................................................................... ---------------,------ � � �2 . 5/W Anchor Salts imbedded ur5m'Proprietary Mechanical Anchors a"=`alternative..concrete only . Bolt ___________(Table 4) __._____. Bolt plate ________.. B�\Embedment-noncna�-------------' -'______._____.. . Bolt Embedment-memon�-----------.--��"/_-____________. ,__ _ - ��� ��x�o%r Plate Washer-----------_-.-----.-- ~---___---.---- �'1 F����� ^ 7WV��RChmpua --------- Floor framing memberspans checked Full Height Wall Studs at Floor Openings less than u from Exterior Wall(Fig"v........................................ KAmdmumF|oorJ��Sa�e�a --� �d ----Supporting Lomdb �ngVVa|�orShmanwoU---_-.(Fiy7)-_------_^_.-_-___` ' Maximum Cantilevered Floor Joists Supporting LoodbuohnQ Walls orShaonwaU................ F 0_----�----.--^.---..�—�h 5d Floor Bracing utEndwoUn-..--.--------.----rvy;9--------- ........................................ - _-- FloorShaathng Type ---'-`-----.,-----.(por7BUC�\RChopb�5�-^-.--.� ' 78U ---� ---' F�or8hea��nQ|n�wnwom----------,_-`--,.` ., _ Floor Sheathing FostmnnQ-. .............................................(Table 2).._LdnoUomd_ in edge/L&in field ' _--- � 4.1 WALLS . VVaU � ' ' _--/.-----------~V�Q 10 and Tmb�5>------. -------'~ __---------_-_--. 1U and Tob�5)------. -- -'--�� - ��Q1�andTmb��� � .l��m��wrp�. Wall Stud .. -----_---_----' _____ _ ' ~,--' � �� 7&8) -----` ft sd VVaU Story Offsets -'----------------'( �� ---------� 4.2 EXTERIOR Wu\LLS, . Wood Studs LumdbeahngwaUu------------------'(Table ----------uw�2_�pn�u_�_m� (Table 2x �� '���ft_�_m ~~~~^~- ------n~G�du (Fig 10 Full Height Endwall Attic y'xg n/ _ ,�,~� . "~° --�-------����� 11) �~��� -ftaO�VV Gypsum ",S, not -''---.(Fig --� _--_� _�� _ ___ � 4 Lm�r�Brone��G|to�� 'U�g11)-_-----_-_ __.____,__.. ' ------���� �3s���s�a��-'^�o�-�yw��4�,-� _�-- �.---. .���a��----------_-'�----_' �') ' 140 Isl / r � . � . ~ � ( c����hU6 f) � 1��& /�" ,- - �t;�T- `^ /r�w~�'� L�~�» /v w` .4�f�� ����� �� Loadbearing Wall Connections Non-Loadbearing Wall Connections Load Bearing Wall Openings(record largest opening but check all openings'for*compli'a'n'ce'to*T'a'b'le 9) ' ,vo PercentNon-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Tabl p9), Exterior Wall Sheathing to Resist Uplift and*S*h*ea*r*'S'imultaneously, ......... -Full-Height ......... --''-`(Table 'r--------- ............. ---^�Ln` c ��/ 5%Additional Sheathing for Wall with Opening >G'8" (Design Concepts)...............�. Maximum BvUd�gOVmano�n. L -r /� ' `' ---' Nominal Height __-- Sheathing - ................................. Edge Nail Field Nail Spacing ---'------------- Shear f 16d _'__-..,- _ __~~..-..~.~ ............................................ --� pon�n ----. -------------,_ �� ���A��,' 5Y6Adg�ono 8hoot,�g�vVVoUwhnOpening� �8�^yDao�nConoep�>----�~-`-� -�- �� vvao --- Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS _ Roof checked?.......................(For Rafters use/K»NC Span Tool, see 88RSmebuite Roof Overhang .................................... (Figure 18).......... ��oma�nof�cxU3 ^ Truss or Rafter OonnonUonuotLoadbeor�gVVaUn --- ^� | Pmphw� Connectors -~, -' ''~ ��14 � . Uplift................................................(Table 1 ............................................ Late,o ....................... .....................(Table%)............................................. Shear . - -.�ab� �)---____________ --- �� �� 13)' --- moo�Rake uu000ner-'�����---..----' (Figure 2O)-- ft�omaUerof�orU2 ' ` Truss cv Rafter ConnaobunuatNpnLnodboahnQVVaUu ' ---- Proprietary . Uplift..........................:.....................(Table 14)------�'__-_-__. Lateral � of ��b� 1 � - --~-- --- , ^«v«^ «�w/- ---."-------L= lb. RoofSheathing ...................................................(per 7BOCMR Chapters 58 .................. ---- Rpo /n�un�so ' -- ---'-� --------------' -----. / ��� � ' � Roof Sheathing Fastening ...........................................(Table 2)_��.��.��..... 4._ Noteu ' ' --' ---- 1. This checklist mustbomet in its entirety,excluding the specific exception noted in 2,to comply with the requirements of780 CIVIR 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 d. All Straps per Figure-17 e. Comer Stud Hold Downs per Figure 18a 2. heights ofupho8 ft.shall be permitted when 5Y6io added ho the percent fuU'hedQhtmhoathing . requirements shown in Tables 1O and 11. | 3. The bottom sill plate in exterior walls shall beo minimum 2 in.nominal thickness. pressure treated ~ . el . ` sl , | � ` 1 . W61 AGE--- } 1 us EtgC-4 ( � J � � O��it(Ih1:iR r'�'(t. IflT�Ib�•Rr 7YP. { II l . 1 S P ATTAC H M E N T RoT TC 5CALE 0 �0R VERT• Ab _AORI .. hTTACAMENT NOTES: Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels sball be installed with att>:ttgth axis parallel to studs. ii. All horizontal joints'shall o=ur over and be nailed to fMMiog. iii. On single story construction,panels shall be attached to bottom plates and top atemberpf the double top plate. iv. On two story construction.upper panels shall be auached to the top member of the upper double top plate and to bmW joist at bottom of panel.Upper attachment of lower pail shall be made to band joist and lower anachment made to lowest plate it fuse floor framing. v. Horizontal nail spaeing at double top plates,band joists,and giuders ihall be a double row of 8d staggered at 3 inches on center per!gnus below:Vertical and Horizontal Nailing for Pawl Attachment I 1 11 I•, I• n i a ! t�on S''C' oc Toit.ArL FA MEL W-SP g EO►T tNG� IBIS P ATTACHMENT 0 No't ?0 SGAI.E� . J G �L,,�.�.��R IZUNT�►.L #11A CH H BNT GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 FOUNDATIONS I.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,fc=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 walkout. etc.), b.) All walls to have min.2#4 top horizontal,2"claar,to prevent shrinkage cracks c.) All walls longer than 25'shall have vertical'controF FRAMING joint with waterstopping between wall joint. 1.All workmanship to conform to the requirements of the Massachuse 2.Structural Design Loads its State Building Code, latest edition. 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 �.All new timber framing:Spruce-Pine-Fir No.2 with Fb=I000psi,E=1,300,000 psi,or better. b. Pressure treated timber 750 psj. (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= Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9F.ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc er750 psi, Fe_par—par psi. Note that Microllam and Parallam may be used interchangeably. I. 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 plater 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 1132"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.mailing Schedule- Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-I0d 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 the WFCNl Table 3.1 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'-0",use 2-2x6;all others per MA State Building Code. OPTION #1 • HEADER SIZ ® ® CQ • ® ® (E) ® e L=1'-0"TO4'-0" (1)ISTA9 (1)SP4 PER Sp (1)A23 (1)A23 (1)MRTOP/BOTTOM OF EACH CRIPPLE STUD L=4'-I"TO 6'-0" (2)LSTA 9 (2)SP4 (1)S KING NDTT snn HEADERS LOCAILO • PER K1NG 1)CS I6-(6)HD NAILS (1)A23 (2)A23 Dlp��Y n>?�JDW IX117 7'mP ( PLATES.''RAPrH(IIc_4TO FACii ra4DOF STRAP TOP PL;-TES wI7H f11 C316 L-6'-1"TO$'-0 (2)ISTA12 (2)SP4 PERKING PER EACH KIN CSTUD (1)n23 (2)A23 p011a'WTR1l416DHA115 (SEA?NOTE•4j - L-8'-1"TO10'-0" (2)ISTA15 (2)SPH6 (1) S (1)A23 (2)A23 uJ _ PERKING AI.TYRNATP.:ATTACIIPACTI pAV T0711'J1niiR WITH • HEADER(PER PLAN)" - L=10'-]"TO 16-0" (2)ST2122 (2)SPI16 (I)SSP (1}A23 (2)A23 "'If=PER K)NG OPTION #2 HEADER SIZ WINDOWR)OOR OPPNR7(S - - (1)•CS tb (1)SSP (i)H870PBOTTOM L=)'-0"TO 4'-0" w/(5)8D (1)A23 (1)A23 . rACH cw PER KING OF EACHCRIPPLE STUD (2)•CSt6 (1)SSP NO�FO L=4'-1"T06'-0" wi(a)6D PERKING (DA23 (z)Az3 n�ntrn-ypl�in I m>t 11iTOP EACH END (1)CS 16-(6)RD NAILS P(ATfc-STRAP NL'ADP$TO (2).IS 16 SET:Nf3TET (1)SSP EACH IND OF STRAP TOPPLATRS WtTN 111 CS 16 L=6'-1"TO 8'-0" PA(6)9DD PER KING .PER EACH KING STUD (1)A23 (2)A23 WDISR (SEE NOTE'41(2)-CS16 (1)SSP L=8'-1"TO 10'0" WJB)RD PERKING (1)A23 (2)A23 EACH INDWml (1)A23 (2)A23 PETt KING NOTFSZ . 1.HEADERS 4'-1'ANO LARGER REQUIRE(!)JACK STUDS AT EACH FNDOFTIIE)WADER. t.CONNECTORS SPECIFIED ABOVE SHALL DE ATTACHED DIRECTLY TO 2X FRAMING MEMOFRS - 3.NAIL FULL HFIGiTT JACK STUDS TO KING STUDS WRIT M16D NAILS PER 6'0.C-UACK STUDTO SOLE PLATE STRAP NOT REQUIRED) F"L4.SrRAPNOTRBQUIRED WIIEFMSIWARWAUIIOWW"M kD)AM"fDOPMMO. S.DETAIL FOR WINDOW AND DOOR FRAMING ONLY.OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. FRAMING @ WINDOW AND DOOR OPENINGS ' d.VVC- �/.&� ./7 j� MASSq�+�,G co Romig►a,,o�� r ' Town of Barnstable Building s ern "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 &AW �1� MASS Posted Until Final Inspection Has-Been,Made. 05 Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until.a-Final Inspection has been made. Permit No. B-19-1869 Applicant Name: ERNEST J JAXTIMER Approvals Date Issued: 07/18/2019 Current Use: Structure Permit Type: Building-Family Apartment with Construction Expiration Date: 01/18/2020 Foundation: Location: 219 GREEN DUNES DRIVE,CENTERVILLE f Map/Loth 245-024 Zoning District: RD-1 Sheathing: Owner on Record: COTTER, ELIZABETH K TR Contractor Name: E J JAXTIMER BUILDER INC. Framing: 1 Address: 14 DRAPER ROAD Contractor License: 110.609 2 DOVER, MA 02030 I, ��`^^ Est Project Cost: $0.00 Chimney: Permit Fe Description: CONSTRUCT A TWO BEDROOM 3 BATH FAMILY APARTMENT ADD e: $ 110.00 Insulation: KITCHEN i L Fee Paid: $ 110.00 Project Review Req: MUST PROVIDE NAMES OF OCCUPANTS FOR FAMILY Date: 7/18/2019 Final: 2.; 4 APARTMENT AND RELATIONSHIP TO PROPERTY.OWNERS AS w WELL AS PROPERTY OWNER NAMES. SPECIAL PERMIT MUSTY Plumbing/Gas BE RECORDED AT REGISTRY OF DEEDS. 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 inspectio 11 n for the entire duration of the Final Gas: work until the completion of the same. a ' ` e" 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 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 CLccupancy 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 w ��I/l q tel.(508)362-4541 939 main street rt 6a tax(508)362.9880 yarmouth port ' mass 02675 down cope engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.L.S. September 26, 2006 Daniel A.Ojala,P.L.S. Timothy H.Covell,P.L.S. land court surveys Barnstable Board of Health 200 Main Street site planning Hyannis, MA 02601 Re: 219 Green Dunes Drive West Hyannisport sewage system designs Dear Board Members: On behalf of our client,we hereby request permission to install the septic systems at in the above-referenced address to accommodate 6 bedrooms. The lot lies within an Aquifer Protection District, is approximately 3.12 acres and is served by town water. permits The base of the system is greater than 10' above the groundwater elevation. No variances are requested. The design and building floor plans are attached for your review. Thank you for your consideration. Very truly yours, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: E. Leslie t• FnI Nutter Patrick M. Butler Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com October 19, 2006 #102238-1 Via Certified Mail, Return Receipt Requested and By Hand Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Nancy Clark, Chairman Barnstable Historic Commission 200 Main Street Hyannis, MA 02601 (0 - Re: 219 Green Dunes Drive, West Hyannisport Dear Mr. Perry and Ms. Clark: Reference is made to the attached correspondence dated October 5, 2006 and September 14, 2006 relating to the property at 219 Green Dunes Drive, in West Hyannisport. The Property is shown on Assessor's Map 245 as Parcel 024. On November 11, 2002, this office submitted correspondence and application materials on behalf of the property owner of his intention to demolish a dwelling on that property over 75 years old in accordance with the applicable provisions of the General Ordinances of the Town of Barnstable. Several meetings were held between November, 2002 and April ,2003 with representatives of the Planning Department and correspondence dated March 26, 2003 was submitted from T.A. Nelson Construction Company, Inc. regarding structural changes to the property which had transpired during the period 1970 through 1992, as well as an analysis of the fenestration and the basement foundation of the structure. As a result of these conferences and submission of written materials, the Barnstable Historic Commission reviewed the request in accordance with General Ordinance Article XLIX and determined that the property does not qualify under Section E as,a "significant building". The Commission further determined that preservation of the structure was not warranted. A copy of that correspondence, dated April 11, 2003 is enclosed, as well as my transmittal correspondence dated April 23, 2003 to my clients forwarding a copy of same. NUTTER McCLENNEN & FISH LLP •ATTORNEYS AT LAW 1513 Iyannough Road • P.O. Box 1630 • Hyannis, Massachusetts 02601-1630 • 508-790-5400 • Fax: 508-771-8079 www.nutter.com Thomas Perry, Building Commission Nancy Clark, Chairman October 19, 2006 Page 2 Please note that the letter dated April 11, 2003 was docketed with the Town Clerk on April 15, 2003 and that my correspondence was forwarded to the client subsequent to that docketing. I note further that the letter dated April 11, 2003 states "This will serve to notify you that the Barnstable Historical Commission has no further concern for the demolition and you may proceed to seek a demolition permit from the Building Commissioner." No appeal of any kind was taken from that final action of the Commission. As a municipal board performing adjudicatory functions, the Barnstable Historic Commission is subject to the principals of res judicata. See Almeida v. The Travelers Insurance Company, 418 NE2nd 60 (1981). The Barnstable Historical Commission's decisions are only able to be reversed by a court if there is a lack of substantial evidence. There does not appear to be an appeals mechanism set forth in the applicable section of the Barnstable General Ordinances, Section 112 of the Protection of Historic Properties Ordinance. Thus any appeal associated with a determination by the Commission is required to be brought pursuant to a writ of certiorari, Massachusetts General Law, Chapter 249, Section 4. We are aware of no change in the Ordinance nor the purpose.of the Ordinance, nor any applicable law relating to either determinations by the Historic Commission nor appeal of any final determinations since the 2003 decision. Based upon the foregoing, we believe that the Barnstable Historical Commission has acted definitively in 2003 and, in accordance with the principal res judicata the decision of October 5, 2006 was rendered improperly and without appropriate reference to the prior decision. Demand is hereby made that the decision dated October 5, 2006 be voided and that a notation be made on the record of the Commission that the decision of April 11, 2003 is binding and remains in full force and effect. (Very truly yours, / Patrick M. Butler PMB:cam Enclosures cc: Mr. and Mrs. Edward Leslie Robert Smith, Barnstable Town Attorney Renie Hamman, Permitting Specialist Jackie Etsten, Planner Tom Broadrick, Director of Planning 1569989.1 TKE r Town of Barnstable Barnstable Historical Commission sARNSPABLE, 200 Main Street, Hyannis, Massachusetts 02601` MAW. � (508) 862-4786 Fax (508) 862-4725 i6,19' www.town.bamstable.ma.us QED MA'i a September 14,2006 a _ Linda Hutchenrider,Town Clerk �y: r . �70 Allen St.Peter 9 Lilly Pond Lane,Cohasset,MA o2625 Edward Leslie - 226 Main St. S> � ` Centerville,MA 02682 =+ Re: 219 Green Dune Drive,Centerville,West Hyannisport Assessors Map and lot 245-024 Chapter 112 Historic Properties,Article 1 Protection of Historic Properties. Proposed demolition of house, The Notice of Intent to Demolish were submitted to the Town Clerk on September 6,2006 At the regularly scheduled and duly noticed meeting of the Barnstable Historical Commission held September 12,2006,the Commission reviewed the above referenced application. No one was present to represent the applicant,no photographs or information were submitted,providing an explanation for the proposed demolition. The Commission found that the building listed above is a very substantial house,built in 188o and assessed by the assessors for$689,400. It is located in an area of summer houses built as vacation homes along the waterfront in the late 19lh Century. The building is more than 75 years of age. Based on the information provided with the application,the Commission voted to find the building a significant building pursuant to the definition of Section 112-2(B)General Ordinance 112 Historic Properties and to hold a public hearing upon the application to demolish the historic building located at 219 Green Dunes Drive. The applicant is requested to allow access to the Commission for a site visit and to provide.an engineers structural report. Present and voting to find that the building referenced above located at 219 Green Dunes Avenue were: Nancy Clark,Chairman,George Jessup,Barbara Flinn,Marilyn Fifield Melissa Niedzwiecki,and Jessica Rapp Grassetti. Absent: Nancy Shoemaker : Sincerely yours IV ..� Nancy Clark,Chairman cc:Tom Perry Building Commissioner I . oFtHE rqy,� Town of Barnstable �► Barnstable Historical Commission w BARNSPABIX 200 Main Street, Hyannis,Massachusetts 02601 y MAC. (508) 862-4786 Fax(508) 862-4725 1639• 1 www.town.barnstable.ma.us CFO MA'S A a October 5, 2006 y Linda Hutchenrider,.Town Clerk 367 Main Street Thomas Perry, Building Commissioner 200 Main Street o 3> Hyannis,MA 02601 ,y - Applicants Allen St. Peter 9,Lilly Pond Drive, Cohassett,MA 02025 t rrt Owner: Edward Leslie QD 226 Main St. Centerville,MA 02632 Re: DECISION of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable ss 112-1 through ss 112-7 DENYING the application for DEMOLITION of property as follows: Location: 219 Green Dunes Drive, Centerville Assessors map and parcel: 245-024 Date application submitted: September 6, 2006 The Barnstable Historical Commission reviewed the above referenced application at their regular meeting of September'12, 2006. At that meeting,they found that the house at the above address was a significant building and voted to hold a public hearing on the application for demolition. This preliminary decision.requested a structural report. Commission members visited the site and some members toured the house, with the owner's permission. The exterior of the building and the interior of basement, first and second floor were viewed. At the duly noticed public hearing held October 3, 2006, the owner was represented by Allen St. Peter and Tom Shea. They stated that prior approvals for demolition and re-building had been obtained from the town and brought with them approvals from the Conservation Commission and Board of Health.They stated that the building was not structurally sound,that it was not constructed to modern codes. No documentation, such as a structural report,was provided supporting this statement. z , I ` The town Assessor's records indicate that the house was constructed in 1880. It contains 5,812 sq. ft. and is assessed for$689,400(building assessment only),and the grade of the house is - described as "luxury'. This house was one of the first houses built in the area as a summerhouse, set-on a bluff Y overlooking the harbor. The style and prominence of the house set the style for this area;it is one of the grandest houses that were built at the beginning of the development of the town as a summer resort. a The house is highly visible from Craigville Beach,and from the water. The building has architectural integrity and historic architectural significance. The original mass of the structure is fully intact as viewed from both the front and rear of the building. The left wing blends beautifully with the main house. Based upon their visit,the Commission found that the house has been well maintained and is both solid and salvageable, and the applicant did not produce any evidence of structural failure. Based upon a review of the house,the evidence submitted and visits to the site,the Commission found that the house is a significant building in terms of the period and style of the building, and that it is in a highly visible location, and set the character and style for the area. Demolition of the house would be detrimental to the historical and architectural heritage of the town and it is considered preferably preserved. Demolition of this house is also contrary to the policies established in town's Local Comprehensive Plan, adopted pursuant to the Cape Cod Commission Act. Y No demolition shall occur until six months has passed since the date of this decision. The owner is urged to retain the house. The Commission approved the demolition of the garage,which was found not to be a significant building. Sincerely Nancy Clark,Chairman t ' 6 Oct, 04 06 12: 41p Allen St. "' Peter . 7813830389 p. 3 10/04/2006 09:43 5084202240 DOREVE NICHOLAEFF ----�---- - -- PAGE 03 ..w, o.awy rua�.i�w mats —'Y.uc --•— Town of B8M8Wb1e-HIMdio Preservation Division { g Samstable Historical Commission F 200 Main Street,Hpnnis.Ma"Sc husetts 02601 '�► (WO)882-4786 Fax(508)882-4725 APM 11,2003 -,. 1 Patrick M.Bolter � c10 Nutter McClennen 8 Fieh.1.4P v► 1513"mmgh Road P.O.Box 1830 HYertnis,MA 02001 {' %A - fte7irsMw 219 Wash Dunes Drive,Wet Hyanntaport Mwr Mr.WOOF:. Wye are In MOWOf your NOV61rd er 11,2002,letter ` CommWm of your bftM to dem011sh a dweN- n9 the Town of Barnstable HrcWftl sevw *Yeary old. 1The Barnstable Kafteca C mmils�bvne has prgpe►ty tit k over a000rdanoe with the General Ordinance,Amide XUX—P your request In rotec:tion of Historic Properties. +eh the dwellhg meets the threshold as being older than 7S e as a•��cant BWlding'.wW#Mre'l mr$it does not qualify under prresenration of the atrut�was not warranted. the CommCcrr+misslon deterrnhW that ; In accotder"with the Ordinance,this will Commissi0rt has no furttrer poem the derr oto °w you You that the Bamstabis I.WC19 demolition per m8 WM the Suldirtg COMmissioner, may Proceed to Beek a Thomas Cireobor���wiCP • _ . zarft and lift Prose u"41 pNiAddr w.Tom ck* or 10/04/200E 09:25 5084202240 DOREVE NICHOLAEFF PAGE 01 IJ Nutter Pstrkk M.Butler r— Direct sine: 508-790-5407 Pax. 509-771.9079 E-mail: pbutler@nutter.com April 23, 2003 #102238-1 Mr. and Mrs. Edward Leslie 226 Main Street Centerville,MA 02632 ` Re; 219 Green Dunes. we yannisport Dear Ed and Bonita: Enclosed please find a copy of the decision issued by the Barnstable Historical Commission finding that the property at 219 Green Dunes Drive is not a"significant building" and therefore allowing immediate demolition. I also enclose a copy of»ay correspondence to T.A.Nelson Construction Company together with payment on your behalf, I am forwarding a copy of this correspondence and the referenced enclosures to Doreve Nicholaeff.Architectural firm for their records. Thank you for allowing Nutter,MCClennen& Fish to be of service in this matter. Sincerely yours, Patrick M.Butler PMB:cam 1213396.1 N ` utter McClen Lt.R • Attameya at L.Aw 1613 lyannough Road,P.O.Box 1630 ■ 'Hyannis, MA - 021301 1630 ■ 508-79 0-5400 ■ Fax:508-771-8078 ■ www.nuttercom of Nutt er NUTTER McCLENNEN & FISH LLP •ATTORNEYS AT LAW 1513 Iyannough Road • P.O. Box 1630 • Hyannis, Massachusetts 02601-1630 Thomas Perry, Buiiding Commission Town of Barnstable 200 Main. Street Hyannis, IN1A 02601 OF rgtyr Town of Barnstable �► Barnstable Historical Commission I BnxxsTas><.E, ; 200 Main Street,Hyannis,Massachusetts 02601 9 MASS. (508) 862-4786'Fax(508) 862-4725 r �A 1639. www.town.barnstable.w.us w tFD MA'S A R October 5, 2006 Linda Hutchenrider,Town Clerk 367 Main Street Thomas Perry, Building Commissioner 200 Main Street ;' C) Hyannis,MA 02601 ; Applicant: Allen St. Peter A r` 9,Lilly Pond Drive,Cohassett,MA 02025 0 , Owner: Edward Leslie 226 Main St. Centerville,MA 02632 Re: DECISION of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable ss 112-1 through ss 112-7 DENYING the application for DEMOLITION of property as follows: Location: 219 Green Dunes Drive, Centerville Assessors map and parcel: 245-024 Date application submitted: 'September 6, 2006 The Barnstable Historical Commission reviewed the above referenced application at their regular meeting of September 12, 2006.. At that meeting,they found that the house at the above address was a significant building,and voted.to hold a public hearing on the application for demolition. This preliminary decision-requested a structural report. Commission members visited the site and some members toured the house,with the owner's a. permission. The exterior of the building and the interior of basement, first and second floor were viewed. At the duly noticed public hearing held October 3,2006, the owner was represented by Allen St. Peter and Tom Shea. They stated that prior approvals for demolition and re-building had been . obtained from the town and brought with them approvals from the Conservation Commission and Board of Health.They stated that the building was not structurally sound,that it was not constructed to,modern codes. No documentation, such as a structural report,was provided supporting this statement. The town Assessor's records indicate that the house was constructed in 1880. It contains 6,812 sq.ft. and is assessed for$689,400(building assessment only), and the grade of the house is described as"luxury'. This house was one of the first houses built in the area as a summerhouse, set'ona.bluff Y overlooking the harbor. The style and prominence of the house set the style for this area; it is one of the grandest houses that were built at.the beginning of the'development of the town as a " summer resort. The house is highly visible from Craigville Beach, and from the water. The building has architectural integrity and historic architectural significance. The original mass of the structure . is fully intact as viewed from both the front and rear of the building. The left wing blends beautifully with the main house. Based upon their visit,the.Commission found that the house has been well maintained and is both solid and salvageable, and the applicant did not produce any evidence of structural failure. Based upon a review of the house,the evidence submitted and visits to the site,the Commission found that the house is a significant building in terms of the period and style of the building, and that it is in a highly visible location,and set the character and style for the area. Demolition of the house would be detrimental to the historical and architectural heritage of the town and it is considered preferably preserved. Demolition of this house is also contrary to the policies established in town's Local Comprehensive Plan, adopted pursuant to the Cape Cod Commission Act. No demolition shall occur until six months has passed since the date of this decision. The owner is urged to retain the house. . The Commission approved the demolition of the garage,which was found not to be a significant building. Sincerely , Nancy Clark, Chairman + e Oct 04 06 12: 41p n1len St. Peter 7813830389 p. 3 10/04/2006 09:43 5084202240 DOREVE NICHOLAEFF —._ -- PAGE 03 ,wv.� o..ru�• ruavlw I'1V.A(9 —'1'.vG—""-'-- .— v TCwn of Barn$Wble-Historio Preservation DIvbion Bamstable Historical Commission 200 Mein Sheet,HyanMa,Ma"Aftuft 02601 �st (NO)882.4788 Pax(508)882-4725 AW 11,2003 Patriot M.Butter - c/a Nutter MaGenneh B Fah,l.lP � 1513 IYannough Road P.O.Box 1630 Hyamb,MA 02001 �'•` ttetrnenoe:219 Breen Dunes 136ve ti NYannbport t AA . Deer Mr.9u8er: I� �Your Navember 11,2002,letter Y tt to denx fish a h e above the Town of BOmstaWe Hwlotfcaf severer YMM old. The Bamet3ble Heat eca Conunis:b has p��ow Is over a000rd4noe with the general Ordinance,Atflt:le Xt.IX—P your request in �OuBh the dweltirg rt the threshokf as befnQ o 0f1 of Hlatotic Proper�s. �nMkk"M eW'klm kler than 76 Yews it does not qualify under Sec!!on a ae a s 9•,and#xgofm the Cornmisslon dotwnined that Preservation of the structure was not warranted. In wwtdanoe with the Ordinance,ttva wul 6erve to no Comtnbsfon has ne further oonoem for the demotitl m aYout that the BMW"Historical m � deoMlon p81�the flupdk*Commissloner, You maY Pad to Beek a Res •. Thm"a 8roadridc,AlCP Diret;Mbr of P!a .. ' , . and Hlstorio Presetvatlon °G �per, Tom „m Ci ft outer 10/04/2006 09:25 5084202240 DOREVE NICHOLAEFF PAGE Nutter - Patrkk K Butler Direct line: 508-790-5407 Pax: 509-771.9070 `- E-mail: pbutler@hutter.com April 23,2003 #102238-1 Mr. and Mrs. Edward Leslie 226 Main Street Centerville,MA 02632 Re: 219 Gre Dunes. West Hyannisporf Dear Ed and Bonita: Enclosed please find a copy of the decision issued by the Barnstable Historical . Commission finding that the property at 219 Green.Dunes Drive is not a"significant allowingbuildiurg" and therefore immediate demolition. . I also enclose a copy of m 'correspondence to T.A.Nelson Construction Company together with payment on your behalf. I am forwarding a copy of this correspondence and the referenced enclosures to Doreve Nicholaeff Architectural firm for their records. Thank you fbr allowing Nutter,McCletwen& Fish to be of service in this matte r, Sincerely.yours, Patrick M.Butler PMB:cam 1213�96.1 - Nutter MOClennen g Fish tL . Attomeys at Law 1513 lyannough Road,PO.Box 1630 ■ Hyannis, MA 02801-1eaO ■ 508-790-5400 ■ Fax:508-771-8078 . www.nuttercam 10/04/2006 09:25 5084202240 DOREVE NICHOLAEFF . PAGE 02 T. A. Nelson Construction Co., Inc. 1112 Main Street, Unit 12 Ostervft MA 02655 ON)428-7801 Fax(508)429-4971 3/26ro3 Edward Leslie 226 Main Street Centerville,MA 02632 Dear Mr. Leslie, 1 have inspected the property located at 219 Green Dunes Drive in West Hyannisport. Also listed as Map 245 Parcel 024 The structure was originally constructed as a 43' by 50' two story beach house with a two story wing on the right side that is 35' by 16' and a 16' x 12' second story only on the ocean side of the wing. The lower portion of the ocean side wing was originally a screen porch and was renovated in 1987 as an extension to the first floor kitchen area. The framing of that 12' by 16' area is consistent with construction methods in 1987 and the Anderson bow window facing the ocean has a manufacturers date inscribed in the glass indicating the 1987 date. There is also it wood window facing the garage that also has insulated glass with the 1997 manufacturers date inscribed between the glass ..� panes. My review of records at the Barnstable assessor$office indicates that the ownership from 1970 through 1992 was held by Harriet K. Pinney. The Barnstable building department does not have is record of the property available. Other findings;ndicatethat the structure was originally built with out a full basement and at some point excavation under the structure was done an concrete block was installed to winterize the structure and provide some fill basement area. Please let me know if I can further assist you. Sincerely, amas A.Nelson President Town of Barnstable , 200 Main Street -•ewxuauera= Hyannis, MA 02601 �lotice'���I�ten.�oD�em`oa%sk%o��Mo��e;an�}i�storllcBui .�:: .;su��R; ��, Is Building/Structure located in a Local or Regional Historic District: YES ❑ 2M4VPZ6 PH 3 131 If YES, Protection of Historic Properties Bylaw does:not apply and it is not necessary to fill out the remainder of this form. PRINT IN INK Date of A plilicatiorr 0� Building/Structure Address: Z�9 �2F.�7�/�GuvESl� ✓E Number Street Town. State Zip Assessor's Map#: Z.�5� Assessor's Lot#: OZ-Q Is Building/Structure listed on the National Register of Historic Places or on a pending list with the National Register of Historic Places: YES ❑ NO . How old is the Building/Structure: /20 Y&5. How is the Building/Structure Occupied: _ 5 OW/ Number of.Stories: Architectural style of Building/Structure, describe if not known g5 y4 Carr,�,C`c Material of Building/Structure: Gd�D Is this Building/ tructure associated with one or more historic events:or persons, Please list event, description or names Type of Building/Structure and proposed work-.' ork DGLTS�. 4,,vD /fZE-3UrL� a Explanation of the proposed use to be made of the site: S�n/6G�=s A�"ltLy• ,, -�, . =-' Cq Zoning District: Fire District: 1 Applicant's Name: kLEN ST• /�� �° �,r�ysl��fGrsc.✓�,¢,�,,¢g,E�. Address: + Number Street Town State Owner's Name: ,Gt� LE"SGtE Zip Address: Z Z 6 $T r—&W -972V�LL� 114 Q2 432 . Number Street Town State Zip Contractor. T: $, i� Address: Number Street Town. . State zip t. Program of Lo and Building/Structure with dimensions: bG,�S EXy� L �Gy Name: GF(HE Town. of Barnstable AB1E ' 0 Main Street Building Department-20 I ;.. °TFOMAY°�0 Hyannis, MA 02601 Tel. (508) 862-4038 Certificate :Of Occupancy Permit Number; B-20.14-07596-1 :.CO.Issue Date: 4/13/2017 - Parcel ID: 245-024 Zoning Classification; RD-1 Proposed.Use: 1010 Location: 219 GREEN DUNES DRIVE; . - CENTERVILLE Gen Contractor: JOSEPH P REGAN Permit Type: Residential t Comments: Building Official Date: _ _ .. �. �� ,. -- ;�r. - .:�. .. -�- .._ _. >-- � , .�, �� .. w '� ;�- - ;, �,,"y. '.1 ��- '! qq t� T '^%�N7�ve�n�i't ��' M1�nk�d��Y ` i � �yy' _ !� i ' }i S.Y a IIyy��,� i r i, rnh r ,,, a f �. .:,: �v12.__..:..:_ ... - .� � - W;-mil_.:.. _ �.Y n�+. . i ���t - ...sti.. � , 7 n; �� + t 4Y/ i,Fiy -: �� �• �ir4wi ',u its... , it it 6- 1 BUILDING DE;-- 4PR 13 2017 TOWN DE PARKISTABLE z q � } -1 `t- �'�_ i re\.. �AS P •11 r` 1.�g� y y, 6 �i�W 'l'c .•Y _._ I � i MZk •.. ,� � n�,. ,gip ��,� A 9 l �J w t BUILDING DEPI APR 13 2017 TOWN OF BARN' +i e ENERGY EFFICIENCY CERTIFICATE Permit Number: Address: RESIDENTIAL COMPLIANCE PATH (Only One Shall Apply) Prescriptive R Prescriptive U ❑ Prescriptive UA Performance ❑ COMPONENT VALUES Ceiling R or U—value: L �� Wood Frame Wall R or U—value: _ Mass Wall R or U—Value: Floor R or U—value: a o Basement Wall R-value: Slab R-value: Depth:_ z Crawl Space R-value: Fenestration U-Factor. SHGC:_ ? Skylight U-Factor: y Ducts Outside of Thermal Envelope R-value: Supply R-8❑ Other R-6❑ o ii Building Envelope Air Leakage: Air Changes/hr Duct System Air Leakage: cfm/100 sf 3 Rough In Testing:❑ Post Construction Testing:o NI Heating System Efficiency: i Cooling System Efficiency: Water Heating Efficiency: € Gas Fired Unvented i Room Heater: ❑ Electric Furnace: - Baseboard Electric Heat: ❑ Adaptor Code Edition:2012 IECC _ 1T.s Cenincate shall be posted on or In the electriul datnbutton panel. 1 5 BUILDING DEP i APR 13 2017 TOWN OF BAFINSTABLE Town of Barnstable �IHE Regulatory Services gyp' Richard V.Scali,Director saxtvsTasLe, • Building Division BSTLE mas& a uns:...rFmFxm J ircn .cmwr. m ma 1639• Paul Ron .�m A�� , 1Gas-=utia RFD 1A°'� Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax• 508-790-6230 4 April 2017 RE: 219 Green Dunes Avenue, Centerville Permit# B-2014-07596-4 Hello Mr. Sogard Please see Punch list below in regards to the final inspection and closing the building permit listed above. 1) Temporary entries;permanent entries should be in Place before Thermal Envelope testing ( Blower Door) 2) Permit B-2015-08089 Air Handlers and Duct work: Will need blower Door test to Close per 2012 IECC R402.4.1 3) Permit E-2015-00913 New electric service and Bond Foundation: Electrician will need to arrange inspection to close 4) Insulation Failed.Will need to meet 20091RC R302.10.1 5) Energy Label on panels Missing per 2012 IECC R.401.3 6) Drain in Basement floor by water.meter incomplete 7) Need Fire Dept. sign off 8) Grading issues on Exterior Pitch to house and pitch to neighbors no landscaping done Should you have any questions do not hesitate to contact me. Respectfully Edwin E Bowers Barnstable Building Dept. (508) 862-4025 Edwin.bowers@town.barnstable.ma.us Y �A Id Iication Number. -...•. .... . .. wBARNib'rASLLr. '� 1 ?'17 A 0�` �*i°"P'— PeM3it FJ v.. ...�..... . .........Other Fee........................ ►ss. B i9 ED M� ti 1a 165 2010Total Fee Paid :..........................)..... ...... F �.)...g...... TO OF BATI1}�'k W�ASLE P=h Approval by... . 1'�l� BUILDING PERMIT `� Map..................S.................ParceL.................. APPLICATION �,►� s � Section 1-- Owner's Information and Project Location Project t�ddress Village p v�-�-�✓'yt i t e 1 _ Owners Name �Q t"c7yi�� Owners Legal Address 4 fir/ ��n�� ti State zip(.s ® _ Owners Cell# �-- � • E-mail --�— • '�. 'Section 2—Use of Structure ❑ Commercial Structure over 35,000 cubic feet Use Group-��e p ❑ ,Commercial Structure under,35,000 cubic feet Single/Two Family Dwelling Section 3—Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ElFamily/Amnesty El Fire Alarm Rebuild ElDeck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool Insulation Other—Specify Section 4-Work Description J 1� i T act undkad:2/9/201 S Application Number.................................................... Section 5-Detail Cost of Proposed Construction (�050 t)�n Square Footage of Project O���U ��' Ni b P7�S�h�Qtn�' Age of Structure Dig Safe Number #Of Bedrooms Existing Total# Of Bedrooms (proposed) 110 MPH wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design Section 6—Project Specifics Firing ❑ Oil Tank Storage [,,Smoke Detectors U/Plumbing _ J3/,Gas ❑ Fire Suppression VHeatingSystem ❑ Masonry Chimney ElAdd/relocate bedroom Water Supply Public Private Sewage Disposal ❑ Municipal 'VOn Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility:fNi C?P I am using a crane El Yes o Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section S—Zoning Information Zoning District (b �-1 Proposed Use Lot Area Sq.Ft. i31 S�' CZ-Z0V Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) a. Setbacks Front Yard Required �® Proposed Rear Yard Required t Proposed Side Yard Required ® Proposed \0�.1 Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last undated:2/9/2018 l - Town of Barnstable uildln g • Post This Card So,that it is Visible From the Street Approved Plans Must be Retained on Job and this Card Must be Kept rnRMA � Posted Until Final In spect%on Has Been Made Permit ;Wkere a Certificate of Occupancy is Required,such Building shall Notbe Occupied until a Final Inspection has been made , i Permit No. B-19-252 Applicant Name: Eric Whiteley Approvals Date Issued: 01/24/2019 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 07/24/2019 Foundation: Location- 219 GREEN DUNES DRIVE,CENTERVILLE Map/Lot: 245-024 Zoning District: RD-1 Sheathing: Owner on Record: COTTER, ELIZABETH K TR Contractor Name:`"a,ERIC T WHITELEY Framing: 1 Address: 14 DRAPER ROAD ; Contractor License:" 15920 2 DOVER,'MA 02030 t ; Est. Project Cost: . $ 5,000.00 Chimney: Fee: 85.00 Permit Description: Duct work $ Insulation: 3 Fee Paid:`£ $85.00 Project Review Req: Final: Date 1/24/2019 � Plumbing/Gas L 'V 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. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this-permit has been granted. All construction,alterations and changes of use of any building and structures'shall be in compliance with the local zoning ing by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street reet or road and shall be maintained open for public inspection for he entire duration of the work until the completion of the same. P 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 l - Rough: 2.Sheathing Inspection - 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. Low Voltage Final: 7.Final Inspection before Occupancy 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 0 lJ LX—►J 2 — 1✓zw�. L S Ra T r � ST CAPE'Y. H.K.R. i. ��� `�v x,. `f *.F «x r _' HERS Raters , s :`Rt•wz 8 +y'. £..�'a.'..'S ''` t° spr 9^'.y F4 T'' �. . , PO Box ioio . South Yafrfiouth,MA 02664 (508�) 737:-°8011SY Code Verification: The following home plans, as proposed, for 219 Green Dunes Dr. in Centerville, MA meets the necessary HERS Index Score rating needed to comply with the 2015 IECC energy code requirements PROPERTY/BUILDER INFORMATION ` Y Date: Sept. 24, 2018 Building Name: 219GreenDuneDrCenterville Rating Org.: Cape Cod HERS Raters Owner's Name: Phone No.: 508-737-8011 Property 219 Green Dunes Dr Rater's Name: Chris Picariello Address: Centerville, MA 02632 Rater's No.: 6397177 Builder's Name: EJ Jaxtimer Builder, Inc. Builder Address: 48 Rosary Ln. Rating Type: Projected Rating Hyannis, MA 02601 Rating.Date: 9/24/18 Weather Site: Barnstable, MA File Name: 219GreenDunesDrCentervi Lie.REM.big 41 GENERAL.BUICUING INFORMATION,. ,:,'m. `> .`.. w y 13 Conditioned Floor Area (sq ft): 1784 Housing Type: Single family, detached Conditioned Volume (cubic ft): 19900 Foundation Type: Unconditioned Basement Insulated Shell Area (sq ft): 4580 HERS Index: 55 Number of Bedrooms: 2 3 -_.�.—...-•---•- r `' }'-rya 4 v �+', BUILDING SHELL �r Ceiling w/Attic: N/A Window Type: Pella Architect Series Vaulted Ceiling: R49 CC Foam, U=0.025 Window U-Value: 0.29, 0.28 Above Grade Walls: R21 CC Foam, 6-16,U=0.064 Window SHGC: 0.28, 0.26 Foundation Walls (Cond): N/A Infiltration: HTG: 3.00 Clg: 3.00 ACH50 Foundation Wall (Uncond): Uninsulated Duct Leakage: Default Code Frame Floors: R38, FG, 10-16, U=0.026 Total Duct Leakage: Default Code Slab Floors: None -MECHANICAL SYSTEMS. . �; z4 Heating: Fuel-Fired Air Distribution System, Nat. Gas, 96%AFUE Cooling: Air Conditioner (Electric), 14.0 SEER, 4 Ton Water Heating: Instant Water Heater, Nat. Gas, 0.82 EF, 0.0 Gal Mechanical Ventilation: Exhaust Only Fan w/ Variable Speed/Timer Switch (50-80-120CFM; <1.0 sone) Programmable Thermostat: Heat: Y Cool: Y Note: Where feature level varies in home design, the dominant value is shown All components must be field verified Et tested prior to certifying a final rating for occupancy. Please contact us with any questions or to schedule your inspection. I . Prepared By: Chris Picariello Certified HERS Rater Cape Cod HERS Raters b I Lauzon, Jeffrey From: Lauzon, Jeffrey Sent: Monday, October 29, 2018 11:55 AM To: 'tina@jaxtimer.com' Cc: Lauzon,Jeffrey Subject: ViewPermit, Permit No:TB-18-3345 Applicant, Please be advised that the above application has been reviewed and the following is noted: 1) Application proposes a second dwelling unit on a property in the RD-1 district which only allows one single family dwelling unit on the property as of right.The application as submitted requires zoning relief. The application is denied pending relief obtained by the Zoning Board of Appeals.And, if aggrieved by this notice,to show cause as to why you should not be required to do so, by filing a notice of appeal within thirty days in accordance with Massachusetts General Law 40A Section 15.As always, please do not hesitate to contact me with any questions. Thank you. , Respectfully, Jeffrey Lauzon Chief Local Inspector (508) 862-4034 �)e Jeffrey.lauzon na.town.barnstable.ma.us F I - ' ® DATE(MM/DDNYYY) CERTIFICATE OF LIABILITY INSURANCE 01/03/2018 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Erica H.O'Connor HART INSURANCE AGENCY, INC. NAME: 243 MAIN STREET fAJCPHO o E t. 508 759 7326 x205 aC No:508-759-7366 PO BOX 700 E-MAIL-ADDRESS: eoconnor@hartinsuranceagency.com BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIL# INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder,Inc INSURER B: ARBELLA INDEMNITY INSURANCE COMPANY 10017 48 Rosary Lane Hyannis,MA 02601 INSURER C INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DDIYYYY POLICY LIMITS LTR A COMMERCIAL GENERALLIABILITY 8500042039 01/01/2018 01/01/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TORE TE CLAIMS-MADE V OCCUR PREMISES(Ea cNccurrence) 300,000 . MED EXP Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑PRO ❑LOG PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER: $ A AUTOMOBILE LIABILITY 1020011547 01/01/2018 01/01/2019 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) .$ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (per., $ A UMBRELLA LIAB OCCUR 4600042040 01/01/2018 01/01/2019 EACH OCCURRENCE $ 5,000,000 EXCESS LIAR CLAIMS-MADE - AGGREGATE $ 5,000,000 DIED RETENTION$10,000 $ - B WORKERS COMPENSATION 4220048905 01/01/2018 01/01/2019 STATUTE EORH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y� NIA E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) _ E.L.DISEASE-EA EMPLOYEE $ 500,000 It yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Fax#:(508)775-3344 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable r ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents R . Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): kkhay_"r, &I Inc, Address: 4 2 �s City/State/Zip: Phone #: Cb_dY)772 -V q Are you an employer? Che k the appropri to box: L Type of project(required): 1.�]�Yam a employer with�1 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 working for me in any capacity. employees and have workers' 9.<Building addition [No workers' comp. insurance comp. insurance.1 required.] 5. [] 'We area corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑ 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 employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#I 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. lContractors 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:----J�/�?� Policy#or Self-ins. Lic.#: Expiration Date: OI 6 o Job Site Address: �06 f MWA City/State/Zip: jcyl 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 certif er the pains andpenalties ofperjury that the information provided above is true and correct. Si nature: Date: 103 kJ Itb Phone#: i V 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#: Commonwealth of Massachusetts ® Division of Professional Licensure Board of Building Regulations and Standards Co nst tSpervisor CS-003251 = , E pires:0111412020 ERNESTJJAXTIMER 48 ROSARY LANE HYANNIS MA 02601 Commissioner &Xulel Wommanwe'alm, 61' 0- 4&1jmW1w6eM XN—�? Office of Consumer Affairs and Business Regulation- ' 10 Park Plaza-Suite 5170 Boston, Massachusetts 02116 Home improvement Contractor Registration Type: Corporation Registration: 110609 E J Jaxtimer, Builder, Inc. Expiration: 11/02/2018 48 Rosary Ln Hyannis, MA 02601 Update Address and return card. Mark reason for change. SCA1 0 201+-05/11 - .. [1 Adrlr?ec rl Ror,ewa! 0 Employment ❑Lost Card Ofrm of Consumer Affairs&oussi=s Regulation :2 HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only Type: Corporation before the expiration date. If found return to: } _ Office of Consumer Affairs and Business Regulation ' Re11060tion Exoiration 10ParkPlaza-Sulte5170 110609 11/02J20i 8 " Boston,MA 0 16 E J Jaxtimer,Builder,Inc. 11 Emest Ja>fimer 48 Rosary Ln Z --- Hyannis,MA 02601 Undersecretary Not valid without signature Bowers, Edwin From: MacNeely, Martin <mmacneely@commfiredistrict.com> Sent: Thursday,April 13, 2017 9:47 AM To: Bowers, Edwin Sub ject: 219 Green Dunes`Dpive u Ed, The fire alarm system for 219 Green Dunes-Drive;Centerville'passed inspection.on 4/5/17 Martin .� -� �gaSq a w-1 a- ►? green U stamp ' established in 1989 •+' Green Stamp--Blower Door Report Date: 4/10/2017 Builder: Sea-dar Address: 2957 Falmouth Rd, Osterville, MA 02655 Site Address: 219 Green Dunes Dr, Hyannis, MA APB 12 2g17 Blower Door #: 3282 cfm T®WAIO"BA /VSI ReLE ACH50 calculation: Volume of House: 110,000 cu ft 3282 CFM50*60 min/hr/110,000 cu ft = 1.79 ACH$0 2012 IECC Acceptable? Yes - 1.79 ACH50is less than 3 ACH50 Technician Name: Le Truong, HERS Rater Green Stamp - 184 Riverview Ave, Waltham, MA 02453 - 781.899.3618 www.greenstampco.com Application Number........................................... Section 9—,Construction Supervisor y Name , a J J m2 ✓ Telephone Number Address ,�'_0sa!�t{ ),�p City 4 a✓1 n 1 S State Zip 02�y g License Number License Type Expiration Date Contractors Email rlcA t Q X rly\E ' (OY'''\ Cell _��( 09 2 3 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the.Massachusetts S uilding Code. I understand the construction inspection procedures,specific inspections and documentation re ' e CMR and the Town of Barnstable.Attach a copy of your license. Signature --� Date . Section 10 =Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts StatAuilding Code. I understand the construction inspection procedures,specific inspections and documentation required 8 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature X Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I,understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date _,,/�PPLICANT SIGNATURE Signatures Date Print Name -_Ya X )i w\-Q` Telephone Number 4�A w w E-mail permit to: tym x }t iM�►� C o�n-� T nin mill 0 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval: Section 13—Owner's Authorization as Owner of the-subject property hereby authorize L� J = x ,eV ��t�°�o✓ �✓`C to act on my behalf, in all- matters relative to work authorized by this building permit application for: 2 2 a►o\ Dyvs CnhMOD A\0U(A �e✓��Ll� vy (Address of job) Si a e' f Owner ^ t Print Name Last wdated:2/9/2018 HEAT Company CAPE COD INSULATION Phony Number ATION 1-800-696-6611 p Y Name Valantine J. Installation pate 04/63/2019 219 Green Dunes; Centerville GE018379 lobsite Address A-Side Lot Ws 'P3570431218 Permit Number B-Side Lot Ws Roof line 7.4 R-49 1,350 square feet Outside walls 3.2 _ R.21 _1800 square feet 5 jb Blazelok TB „Attic Roof line 17.mils wet/23 mils dry www.Demilec.com T H I ,. Town of Barnstable Building ' dln s Post This Card So_That�t is Visible`From the Street ApprovedrPlans Must be Retained on`Job and this Card Must'be Kept 7AARW ` Posted Until'Final I51 nspection Has Been`Nlade Where a Ce#�ficate,of`Occwpancy is Required,such Building shall Not be Occupied until a final Inspectwn has been made Permit Permit No. B-18-3835 Applicant Name: ERNEST]JAXTIMER Approvals_ Date Issued: 12/10/2018 Current Use: Structure Perm4 Type: Building-Addition/Alteration-Residential Expiration Date: 06/10/2019 Foundation: Location: 219 GREEN DUNES DRIVE,CENTERVILLE Map/Lot. 245-024 _ _ Zoning District: . RD-1 Sheathing: Owner on Record: LESLIE, BONITA TR&LESLIE,EDWARD TR Contractor,Name;" .E 1 JAXTIMER BUILDER INC. Framing: S 411-71il Address: 14 DRAPER ROAD Contractor'License 110609 2 i DOVER MA 02030 6 Est. Project Cost: 50 000.00 $ . I" J Chimney: r Description: ADD SCREEN PORCH AT REAR OF MAIN HOUSE SIZE APPORX..21X48 ;' Permrt Fee: $305.00 CURVED. t > Insulation: 3 *,Fee Paid.` 5 305.00 Project Review Req: ROLL SCREENS ' Date- �r 12/10/2018 Final: 23 Q � 112y, Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: 4 Rough Gas: This permitshall 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. Final 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 work until the completion of the same. Electrical t Service: The Certificate of Occupancy will_not be issued until all applicable signatures bythe Building and"Fire Officials are.�provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: : _ rT Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed - 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7,,Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in IVIGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ............... IKE [ApplhcafionNumb A .............. BUILDING D)Ep— P= ........................................Other Fee........................ PemaitFer WIS& 16 Total Fee Paid .............. .............. ...... XV 20 2018 r Permit Approv TOWN OF BAO"NSTABL al by...J- ....OIL BUILDING PERNUT ............... .. ..................P�r=L......0. ... .................. APPLICATION S atpr d Project Location Section I owner,s information an village� Project Address' rro-i pLAkie-S Diq �C-A— owners Name owners Legal Address CIty zip 02 0-3 0 State Owners Cell E-mail Section 2-Use of Structare Use Group_JZ� EJ -Commercial Structure over 35,000 cubic feet Structure-under 35,000 cubic feet Commercial,. . . Single/Two Family Dwelling Section 3-Type of Permit New Construction F� Move/Relocate n Accessory Structure 1 D Change of use El Demo/(entire structure) Finish Basement R Family/ArrmestY El . Fire Alarm Rebuild El Deck Apartment Sprinuer System D4,'Addition EJ Retaining wall El Solar El Ren6yatipn F, Pool Insulation be C-"1< �aec..> ve� i:1Y - Other-Spec" Section 4-Work Description 0 F- Ali U 'S Tq.qt-nndnfnd--2/9t2018 Application Number..................................................... a , Section 5-Detail Cost of Proposed Constmctio -15-0 CXjy Square Footage of Project 2- 6 7 Age of Structure 2. YE 4 RS - Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms (proposed) N - 110 MPH wind Zone Compliance Method [] MA Checklist ❑ WFCM Checklist Design �3 E x T'iE R /csk' Section 6—Project Specifics Wiring ❑ Oil Tank Storage` ❑ Smoke Detectors ❑ Plumbing [] Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ' ® Public ❑ Private Sewage Disposal ❑ Municipal ® On Site Historic District [] Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: r 7—'fGU M 6E OfS. I am using a crane ❑ Yes X No Section 7—Flood Zone Flood Zone Designation U Within or adjacent to a wetland, coastal bank? Yes ❑ No E K"7"L Section S—Zoning Information PURC �S S Sf Zoning.District < �, � _ -Proposed Use Lot Area q.Ft. ki Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last undated:2/9/201 S The Commonwealth of Massachusetts Department of Industrial Accidents r Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): E.J. Jaxtimer, Builder, Inc. Address: 48 Rosary Lane City/State/Zip: Hyannis, MA 02601 Phone #: 508-778-4911 Are you an employer? Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 40 4. I am a general contractor and [ 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 8. Demolition working for me in any capacity. employees and have workers' comp. insurance. 9. Building addition [No workers' comp. insurance p• 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. o workers' com right of exemption per MGL Y � P• l 2. Roof repairs insurance required.] t c. 152, §1(4),and we have no 13. Other employees. [No workers' 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: Arbella Protection Insurance Policy#or Self-ins.Lic.#: 4220048905 Expiration Date: 01/01/19 Job Site Address: 219 Green Dunes City/State/Zip: Centerville, MA 02632 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 under the pains a penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: 508-778-4911 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#: Officc of Consumer Affalrs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE.Coraaratian before the expiration date. If found return to: Reaistratl4noiration Office of Consumer Affairs and Business Regulation 0.6_09 11/0212020 100D Washington t-Suite 710 C 7, Boston,MA 021 E J JAXTJMEFt'.-,-IL_, `T ERNESTJ JAXTIM11ria�— + 48 ROSARY IN C � of valid wl ignature HYANNIS,MA p7$01- Undersecretary Corrunonerealth of Massaehusetts E�Y Division of Professional Licensure Board of Building Regulations and Standards Consyuttlt h%b;ervisor CS-003251 �dss ires:01114120213 ERNEST J JAXTiMI:tt ', 48 ROSARY LANE �; 111fANNIS MA 62801 Commissioner CIL r I - ACC)I o® CERTIFICATE OF LIABILITY INSURANCE DA01/03/2018Y' 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME:CONTACT Erica H.O'Connor HART INSURANCE AGENCY, INC. PHONE -759-7326 x205 Ax 243 MAIN STREET E t C No:508 759 7366 PO BOX 700 E-MAIL SS: eoconnor@hartinsuranceagency.com ADDRE BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC# INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder, Inc INSURER B: ARBELLA INDEMNITY INSURANCE COMPANY 10017 48 Rosary Lane INSURER c Hyannis,MA 02601 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE VND POLICY NUMBER MM/DDNYYY MM/DD/YYYY LIMITS A COMMERCIAL GENERALLIABILITY 8500042039 01/01/2018 01/01/2019 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR DAMAGE TO RENTED 300,000 PREMISES Ea occurrence $ .MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $ 2,000,000 POLICY❑JE LOG PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 1020011547 - 01/01/2018 01/01/2019 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHETODULED AUTOS ONLY A U S BODILY INJURY(Per accident) $ li HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident A UMBRELLA LIAB OCCUR 4600042040 01/01/2018 01/01/2019 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB KCLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$ 10,000 $ B WORKERS COMPENSATION 4220048905 01/01/2018 01/01/2019 PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? FN (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Fax#:(508)775-3344 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ,,, Application Number....................`:..... ........... Section 9—.Construction Supervisor ame E .y• Ste}X Tt rV1 E R _ Telephone Number (,to FS -17 iS e4-C1 1 dress t+9 R Usq-K y L t-j City l44sv1V 1S State rV16 Zip O 2"6 0/ License Number 3 License Type LAkExpiration Date Contractors Email 6 -v J--9 X`T s M E R GuwlC,'!'SVCell# S"O is 17 O 2 I understand my responsibilities mAtr the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts B g Code. I understand the construction inspection procedures,specific inspections and documentation re by a own of Barnstable.Attach a copy of your licenseE= Signature �� c `Date -,I. !./= e7 •;1 Ft� Section10 —Home Improvement Contractor . Name lr 0"9:}X T'i A415 R /ry G . Telephone Number -7 'T I l Address*�5 R vS 4 rQV s--/ City l ,off-,vni! State m jQ Zip O V6 O/ Registration Number �¢ Expiration Date /Z'//,)Zy I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts S g Code. I understand the construction inspection procedures,'specific inspections and documentation re ,,,' 78 and the Town of Barnstable.Attach a copy of your H.LC... � __- Signatare Date 4 ,E Section 11 —Home Owners License Exemption ` Home Owners Name: Telephone Number or W ber I understand my responsibilities under the ral eguilations for Lice onstraction Supervisor in accordance with 780 CMR the Massachusetts State B ' ode. I understand the construction inspe\ c cedures,specific inspections and documentation re 80 CMR and the Town of Barnstable. e Date Yk PLICANT SIGNATURE Signature Date / / 9 /V . Print Name 0P�Y T'i M E R Telephone Number(S'o 15) 1715 4-1 // . E-mail permit to: 1E Mc9 x n 616 R c� CcJM G'q-S . r jE®. T.ea.h v....i..a�.i.n1n^A10 1� Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ �. Conservation For commercial work,please take your plans directly to the fare department for approval Section 13— Owner's Authorization e-E Tr_S Cv�\J / as Owner of the-subject property hereby d authorize E . D-, u;ci x 7 1 M E �^� to act on my behalf, in all matters relative to work authorized by this building permit application for: 01471- 2t 'DuN. ES QRI VIE (Address of job) r �. 10 Signature of Owner Print Name t . I 5 r ' ' 3 Last uDdated:2/9/201 S s ,i Town of Barnstable Building m_ .. � � { t Post This Gard So That it Wvisible��Frorn the Street Approved Plans Must be'Retai, on Job and this Car`tl Must'be Kept elm MAS& Posted Until:Finalanspection Has?Been Made Permit .erti.icat.Of c p s"kep re ,iUch g up 7.nti)a Final Inspection has been made: Where a Certificate of Occu ancy is Re ulred,such Buildin shall Not be Occu ied u .,, ®as b .e' Permit No. B-18-3848 Applicant Name: CUSTOM QUALITY POOLS INC. Approvals Date Issued; 12/14/2018 Current Use: Structure Foundation:Permit Type: Building—Pool-Inground Expiration Date: 06/14/2019 31TX G Lf iJ Location: 219 GREEN DUNES DRIVE,CENTERVILLE Map/Lot: 245-024 Zoning District: RD-1 Sheathing: d Owner on Record: LESLIE, BONITATR&LESLIE.'EDWARDTR f Contractor Name:',,CUSTOM QUALITY POOLS INC. Framing: 1 Address: 14 DRAPER ROAD Contractor License:- 105084 2 ROVER, MA 02030 Est.,Project Cost: $75,000.00 Chimney: Description: installation of anew inground pool and spa with automatic safety . Permit Fee: .$ 175.00 Insulation: cover. pool &spal to be enclosed with a code'compliant fence J Fee Paid., $ 175.00 Project Review Req: ': Date. 12/14/2018• Final: 6 L3 ' r"~' ..�-� � � Plumbing/Gas Rough Plumbing: Building Official Final.Plumbing: i a Rough Gas: 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. Final 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 orroad and shall be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building andFire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage:Rough: 5.Prior to Covering Structural.Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. r Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors donot have access to th'eguaranty.fund (as set forth in MGL c.142A). Fire Department _. Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' r Map Parcel Application # k UILDING! ``KEPT. Health Division Date Issued 2J)Y Conservation Division .NOV 2 9 2018 Application Fee PlanningDept. F Permit Fee 7 - p TOWN Or BA( It'S h:BLE . Date Definitive Plan Approved by Planning Board &"A=L- S EW Historic - OKH _ Preservation/ Hyannis Project Street Address _ 219 brttri lunc brl'inc Village W,—AWAq1dW— Li---IU'E,eV I L L.C, r0 4 Owner SeQs I de NOm . Tk U51 Address Telephone Permit Request 0C a nali /a / U � lsb Q. to Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ��j bO() Construction Type /Ue(N Lot Size o4 Grandfathered: ❑Yes /X No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes XNo On Old King's Highway: ❑Yes /�No 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 Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Vas ❑ 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 616R,60A Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Gi. NIM kJ 1 OwIJ Telephone Number ' S Address Li�ense# cS-Oqo) q Z Home Improvement Contractor# Ll Email (41 V� e � ('yS�m Q UcdI L?XIS. C0M Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUAE DATE 12,9 /,g l t t FOR OFFICIAL USE ONLY `r {, APPLICATION # ,DATE ISSUED 'j MAP/ PARCEL NO. ADDRESS VILLAGE OWNER t DATE OF INSPECTION: c FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING:' ROUGH FINAL GAS: ROUGH FINAL r., FINAL BUILDING i DATE CLOSED OUT ; ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations ' d 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): Custom Quality Pools Address:6 Innis Drive City/State/Zip:Billerica,MA 01821 Phone#:978-663-8290 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 20, 4. ❑ I am a general contractor and I * have hired the sub-contractors 6. ❑New construction employees(full and/or part-time). ' 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.insurance.# 9. ❑Building addition 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 ' right of exemption per MGL 3' �o workers comp. 12.❑Roof repairs insurance required.] 1 C. 152,§1(4),and we have no in ground pool employees. [No workers' 13:0 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. tContractors 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. t I am an employer that is providing workers'compensation insurance for.my employees. Below is the policy and job site information. Insurance Company Name:Granite State Ins.Co-Charlis Policy#or Self-ins. Lic.#:WC005871898 Expiration Date:02/01/2019 Job site Address: 219 Green Dunes drive City/State/Zip:Falmouth,MA 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 under the pains and penalties of perjury that the information provided above is true and correct. Signature: / iL Date•11/19/2018 Phone#: 9786638290 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#: Massachusetts Department of Public Safety Board of`Building Regulations and Standards i License: CS-040192 - Construction Supervisor " �4r ROBERT A BENT ' PO BOX 1031 '' I BILLERICA MA 01821 I /•jc?« ir; -<— Expiration: Commissioner 01/10/2019 i r Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Ma sa�husetts 02108 Home ImprovernrtrC�ptractor Registration Type: Corporation t:{ Registration: 105084 CUSTOM QUALITY POOLS INC. .= Expiration: 07/15/2020 P.O.BOX 1031 BILLERICA,MA 01821 41 '-- Update Address and Return Card. SCA 1 ds 20M-05/17 �/LC IQO�tOOt[ue2LUL o���J2cYLU0¢� .. office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only WgeNComorallon before the expiration date. If found return to: Reaistra"tloh ExRIratIon Office of Consumer Affairs and Business Regulation 07/15/2020 One Ashburton Place-Suite 1301 CUSTOM QUA"^_. _ 4 L Boston,MA 02108 'M ROBERT A.BEN 61NNIS DR. BILLERICA,MA 01821 — Undersecretary Not valid without signature W'p Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improvernentl,Contractor Registration Type: Supplement Card Registration: 105084' CUSTOM QUALITY POOLS INC. Expiration: 07/15/2020 P.O.BOX 1031 BILLERICA,MA 01821 a .a a s SCA 1 S/17 Update Address and Return Card. e'3 20.,,M//-O/ �j - ' Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE; upplement Card .,, before the expiration date. If found return to: Reaist/r�afion Expiration Office of Consumer Affairs and Business Regulation 01/15/2020 One Ashburton Place-Suite 1301 CUSTOM QU4,,l COLS INC Boston,MA 02108 STEVE REALE 6 INNIS DR. BILLERICA,MA 01821 — Undersecretary N al without signature CUSTO-1 OP ID:AE AC�?Rl7W DATE[MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 01i31/2618 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 WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Eastern States Insurance NAME: Agency,Inc. acN;E,:781.642-9000 a No:781-647-3670 50 Prospect Street E-MAIL Waltham,MA 02453 ADDRESS:certificaterequest@esia.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Acadia Insurance Company 31325 INSURED Custom Quality Pools,Inc. INSURER B;Union Insurance Company P.O. ica,MA 01821 Box 1 Billerica, INSURER C:Granite State Ins.Co-Chartis Bille INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF.INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE.POLICY.PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY,CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE IN SD POLICY NUMBER MM/uDDY EFF MM/DDY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS MADE a OCCUR CPA 0328206 02l01/2018 02101/2019 PREMISES ence $ 500,00_ MED EXP(Any one person) S 10,00 PERSONAL$ADV INJURY $ 1,000,00 GEN1_AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY JECT ❑ LOC PRODUCTS-COMP/OP AGG $ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Es accident $ 1,000,00 B ANY AUTO MAA 0328208 02/0112018 02/01/2019 BODILY INJURY(Per person) $ z ALL OWNED • X SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) X HIRED AUTOS X AUTOS NED PROPERTY DAMAGE X Phys Dam AUTOS Per accident $ Comp/Coll ACV $ Ded:$1,00 �( UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,00 A EXCESS LIAB CLAIMS-MADE CUA 0328210 02/01/2018 02/01/2019 AGGREGATE $ 2,000,00 DED X RETENTION$ 0 $ WORKERS COMPENSATION _ AND EMPLOYERS'LIABILITY X STATUTE ER C ANY PROPRIETORIPARTNER/EXECUTIVE YIN WC005871898 02/01/2018 02/01/2019 E.L.EACH ACCIDENT $ 500,00 OFFICERIMEMBER EXCLUDED? N❑N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Ford Motor Credit Corp is included as loss payee for(1)2017 Ford F-350 F3H Flatbed VIN 1 FDRF3HT5HEF22333 CERTIFICATE HOLDER CANCELLATION EVIDENC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD f QFI a►o, Town of Barnstable Building Department Services I DARNSTAUL£, Brian Florence CBO MAS& y �bp i639.a,0 Building Commissioner 200 Maiii Street,Hyamus,MA 0260E 1Y1YIY.t01471,Da1'„stabEe,ntaus Office: 508-862-4038 Fax: 508-790.6230 Property Owner MU'St Complete and Sign This Section If Using A Builder / A I, Ci l`(% ' i f S� l}/'�r ,as Owner of the s►dbjcct piopertyf hereby authorize�l�_� ��Yl y_ i��t��l V666 to act on my behalf, hi all matters relath c to work authorized by this building permit application for: ' 11� L'um I�,ty-6 D(vP 1?b1WKWO— (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools i are not to be filled or utilised before fence is installed and all final inspections are performed and accepted. Signature of Owner S' -'t re of Applicant tl r'D o t Print Name Print Name Date ` Q:PORM&OWNERPHRMISS 1ONPOOLS Rev:08/16/17 ............._ . liea�ioa Number........... �. .l. .CQ..�� PermitFee.......................................Other Fee......... _ ...... KAM 1639. ���' 6U1►-©ING CEP �' o - � l� � Total Fee Paid........................:� .. .............. ......................... JUN-0 6`2019 Oil` TOWN OF BAT§TNI"TABLE Permit Approval by.... BUILDING PERMIT - _ Map.......... ........................Parcel......... ....................... APPLICATION �,,�► �,a,-r- Section 1—Owner's Information and Project Location Project Address Gvo1^ -O U1'� J� Village ' CekAP-t/1,�� Owners Name i Owners Legal Address , Y u ✓ CCO l k City State zip 01,03 0 Owners Cell# Section 2—Use of Stractare i� Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ r Commercial Structure under 35,000 cubic feet rV\-Single/Two Family Dwelling Section 3—Type of Permit New Construction ❑ Move/Relocate El Accessory Structure . -❑ Change of use Demo/(entire structure) ❑ Finish Basement rw Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 -work Description a fti :s, T Act nnAah�d:?J9/2018 too\ Application Number.................................................... Section 5—Detail Cost of Proposed Construction �„_ Square Footage of Project )-0>100 s� U%1Z;� -1 r Age of Structure 4 Dig Safe Number # Of Bedrooms Existing Total# Of Bedrooms(proposed)" . 110 MPH Wmd Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist esign -4 a 't Section 6—Project Specifics 'n'ng ❑ Oil Tank Storage �moke Detectors lumbing Gas "❑ Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Munici al �On Site � �P P Historic District Hyannis Historic District Old I-E wa ❑ Y � � Y Debris Disposal Facility:f rVLo 1 y SrnKb4 I am using a crane ❑ Yes No Se ction 7—Flood Zone Flood Zone Designation --r Within or adjacent to a wetland, coastal bank? Yes U No Section 8—Zoning Information Zoning District Proposed Use &S�Vv�C4 Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required l� Proposed- Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? Yes ❑ No Lasttmdated_7J92018 s ovn aable. o Building Depa?tTnent Y Brian e,Ci3Q v Miss ,t Budding Commissioner sa g• 200-lg n St a t,Hyamtts,t kA-;02G0} A . o014- $08 8bz. o $- Doc 4:L,,37����� �t7=.P"- blif; :1-�I:10 BARNSTABLE LAND COURT REGISTRY ACREEMEN 1FORIATMIL-Y;A#'t tTMEiti`T i(Ws);,the undersigned,tiding iheqftet(s)ofpropilixy situated at,holding t t16 uniler.tldee .Worded Aili the Barnstable ;Cohn 4te ty ` grstry 'of Deeds;or Battisi 'Ig Cou tty Dtstrtuc :iteTStry, oC the Und .court ttt'I3oo>t Page ,ar as Document Na C� being:shown on Assessors'Map as Pareel hereby agree,Cettily, tttri"e4,and-represe tY la ilte'I oiun of garkiabl&IIIi6the 4caiSoty trttaclied apartrttcnt;i�ficl1, ,contains Irving yiVers,�s;ntended foa use as a fatnily.aparirnent,Cor year rotpd occuattcy, - fits unit i1W1-U used far'a"pattiily Apartittteut"{ defnei3 in poi rng Ordinances r�tt►clt vouid rticluirc= . t 4ntpiianci zi�Tth�lteantily:Apartment Mutes and Regulattoiis The fami3y apitranent unit ttiust ire o�cyptect Ginty by ,the_prope ty owner or a inember(s).of tlie,pioperty-.4i ner.'s fiuiiil a ,accessory to tin o�tiner=off upicd°sutgte=fiiiliiry �ras'tderip :. ' t ccuptttu./'syy of Main Resllettec: � ( t(� p Tr.uS� {�eir2�,ci4tr(eso#4�k: e�t�it;�@ �tNCf!tgf �lgiyi111Q�.jRts•} Aela i nshi to Ownor:,, Resideat(sj pr T O it)r Ap ttrtenii r11 ttelapouslitptoE weer fit^.---4 / ��-art-�-� �N - �►t,�sS of T _ Sene�+2fa�tS: us This trtiit shali'notbe rented as room.or.in aay'fashion,which-reirtat s+ould be.:a: �- violation-of'the Tbwn of Beriistubie s�IV1 s,,:ragtilations, uri&kontng ordihances. Piior to beeupani y of tiiis unii; aitfdavits-reciting- the ma nes of�occupants.are to bc.record:.d<with tltc,bvilding departp etrt.,3This ugrt etgent shall.� 7uptttitcd sib ldhe,�er a change 9ecuYs of every c0eridar'yor. n This Agreement shall be dtfly recordeot or,TItcd &t the B1r Sfif le County Rc istry of-DecdsPt,aod . Cour#for fhe parperse of a1a rhng Euture owners of tea prtpteriy of f#ts bind#ng�igrcemen3 conccrittng tite'use . trft he propertx as tiareln stx�teil: Ti:e consideration for this Agrament is the'issuance of a building pernnt TitUor.certificate ot'bccuparicy by. itteTo�vn;ufBatrtStabtciluildmgf?dpartttte t. C *ItNIEr our bands and sealsytliis:_ day tiP" w �p . A TUlvt�i O;p'BAR' T VBLE:.! ~ 1.�'Z1; lc Cyr4P Brian Florence,Cr3O iWC�HC,V NOMiWe@ ��US� BetildingGomrnissibnr. Q"� w THE—C70MM0NWi ALT1.I,Or-'MASSAtHt3SET7'BARNS` .AB.LE•'Ct)UNT\ Y.SS-1 Date-- • 2 . � 1 Then pdrsonnlly dppeared; the, nd tnadt:oath:as,to_tlie�fruttr.of tlat-foe.�going`instnutteni,.before me.- /� .�Yn��-w ' t LYNN P KENDRICK My..ConmTss .na~�pires> Notary Public i „� :gsarnptt � COMMONWEAUNOfMASSACHUSETTS •;� ' , o L `y My Commission Expires Jonuoty 18. 2020 it ju Wit, t N „ i Coyle, Brenda From: Tina Fortier<tinaQaxtimer.com> Sent: Friday, June 28, 2019 1:06 PM To: Coyle, Brenda Cc: jeff@fordandfordattorneys.com; mike@fordandfordattorneys.com; office@fordandfordattorneys.com; Jonathan Jaxtimer Subject: 219 Green Dunes Drive Hi Brenda, I just want to confirm that we have been informed that you are waiting for the following information: List of who is living in the main house and who is living in the family apartment, their first and last names and relationship to the owner(s). I understand that we are approaching the 30 expiration date in which that case the application may be rejected. And have to be resubmitted. Thank you, Tina CAUTION:This email originated from outside of.the Town of Barnstable. Do not click links, open attachments or reply, unless you recognize the sender's email address:and know the content is safe.' E c 1 I The Commonwealth:of Massachusetts. Department of Industrial Accidents Office of Investikations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): L.J k,A � t Address: 1�s City/State/Zip: 2./ S m Phone#: 7 Y 49 +� Are you an employer? Che k the appropri to box: Type of project(required): 1.( Yam a employer with_� 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 These sub-contractors have ship and have no employees 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions q ] - 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 t c. 152 1 4 insurance required.] , O§ , and we have no employees. [No workers' 13.❑ 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. Iam an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: `T7UV&4 Expiration Date: 0116111670 Job Site Address: 2c l IbA City/State/Zip: eyk_�/✓l�y UZ&(,3 2. 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerd er the pains and penalties of perjury that the information provided above is true and correct. Si nature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department I City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Section 12—Department Sign-Offs rtm Health Department ❑ Zoning Board(if required) Historic District ❑ Site plan Review(if required) ❑ Fire Department Conservation dMI work, lease take your plans directly to the fire department for approval For commercial w ,P t Section 13—Owner's Authorization as Owner of the-subject property hereby o act on my behalf, in all �C t auth°rye ._ ,i, b this bwlding pest aPPlication for: matters relative to work authorized y Q 2 6,3 Coo (Address of job) , - Si a e' f Owner QYMI - - Faint Name__ Last undated:2/9/201 8 i ewrnzofuulew+t ^ rkrr �ac �� i Office of ConsumerAffair$&Business RegulsUon I Registration valid for individual use only HOME IMPROVEMENT CONTRACTOR 0 ,��b�, before the expiration date. If found return to: .�� Reai YPat:c iratlo Office of Consumer Affairs and Business Regulation osos— 1110212020 100D Washington s t-Suite 710 Soston,MA 021 E.J JAXTIMER-UIL Cr + r ff - ERNEST J.JAXT=IME l 48 ROSARY LN G; HYANNIS,MA _ of valid wi ignatura 02d41 } Undersecletery . co3nymoflweatth 4 Massachusetts i Division of Professional Licensure Board of Building Regulations and Standards Constr ct bn`StSpervisor CS-003259 4, Tres:0111412020 a - ERNEST J JAXTIM102 t 48 ROSARY Lx►TlE HYANNIS MA 62801 N. Commissioner A�® DATE(MM/DDNYYY) CERTIFICATE OF LIABILITY INSURANCE r 01/30/2019 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate"does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER :. CONTACT Erica H.O'Connor HART INSURANCE AGENCY, INC. NAME` 243 MAIN STREET AICONN Ex 508-759-7326 x205 a/c No):508-759-7366 PO BOX 700 .. .. .. - E-MAIL eoconnor@hartinsuranceagency.com BUZZARDS BAY,MA 025320700.. - INSURER S AFFORDING COVERAGE - NAIL it INSURERA: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder, Inc INSURER B 48 Rosary Lane Hyannis,MA 02601 INSURER C .. .. - INSURER D: INSURER E INSURER F:.. COVERAGES CERTIFICATE NUMBER: . ..REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE:MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR : - ADDL SUBR - POLICY EFF: POLICY EXP LTR TYPE OF INSURANCE WVD POLICY NUMBER - MM/DD/YYY MM/DD/YYY LIMITS - - A COMMERCIAL GENERAL LIABILITY 8500042039 01/01/2019 01/01/2020 EACHOCCURRENCE .$ 1,000,000 CLAIMS-MADE FV OCCUR DAMAGE TO RENTED- 300,000 PREMISES Ea occurrence $ " -MED EXP(Any one person) _ $ 5,000 PERSONAL&ADV INJURY" $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - - -GENERAL AGGREGATE. $ 2,000,000 POLICY:❑JECT PRO ❑ LOG PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 1020011547 01/01/2019 01/01/2020 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident. ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED : NON-OWNED - -" : PROPERTY DAMAGE : $ - - - AUTOS ONLY AUTOS ONLY Per accident $ A UMBRELLA LIAB M OCCUR 4600042040 01/01/2019 01/01/2020 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 000 DED RETENTION$ 10, $ A WORKERS COMPENSATION 4220048905 01/01/2019 01/01/2020 PER OTH-- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y N/A E.L.EACH ACCIDENT .. $ 500,000 - OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) - - CERTIFICATE HOLDER CANCELLATION Fax#:(508)775-3344 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL .BE: DELIVERED. dN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601. AUTHORIZED REPRESENTATIVE 01988-2015 ACORD CORPORATION. All rights reserved.. ACORD 25(2016/03) The ACORD name and logo are registered marks:of ACORD C)c3 'a 1�v 371 r 971 06-12-12019 1 57 BBARNSTABLE: LAND COURT REGISTRY Town of Barnstable ' Zoning Boord of Appeals teaision and Notice ' Spegidl:Perrt[t N+o. 2D1;9�t124 Cotter Trust Section aoa .1 ) famii�r Apartment` To estdbli o family"apt 0. eh located'in a detached structure. . Summary: Grdnted with Cortditlons Applicant: Ellzabeth.. Cotter.Truste e"of the;S'aaslde Sanctuary N©m1hee Trust Property Address: 219 Green't3ures Drive. Centerville, MA Assessor!$Map/Parcel 245,1 24 Zoo#ri+ Res#deuce D-i (Ort) Hearing Date... Aprll 2412011 Recording Inlormatlon Certificate No G2165°46 Background Elizabeth K. Cotter Trustee. applied for. a,Special Permit in accordance with Section 24047.1 Family Apartments. The Applicant proposed to add "kitchen facilities in order to use the pool house: as a detached family apartment. The property is located:at 219 Green ounes Drive, Centerville,:MA as shown on Assessors Map 246 as Parcel 024. -lt.is"located in the Residence.D=1 {RD-1 Zoning District. The..subject property consists of 2.28 acres with frontaga -on Green Dunes Dave, overlooking. Nantucket Sound in Centerville Vlllage. The area,ls'singlo:famlly resi'dentlal.In nature v+r th a variety of 161t sizes and,large hdrnes. According to:the Assessor-i-acorcis, the,let is currently developed with a singiefam#Ty we ing consist ng°of"7,603square teet 0, vllig,.area.(17;`1 6 gross.sgtaare feet; bedrooms, and constructed in 2016..' The Applicant t7as obtained a building permit far the :pool house and now seeks to:add thekitchen facilities. Procedural & Hearing 5"umrna y Special Permit Application-No. 2019-1a24°to create a family apartnnent in a detached structure was filed at,the Town Cierk'.s"office and of>!ce;.of the Zornng„Board of Appealso In April-2, 2019. A public hearir before the Zoning eoartl.of Appeals was duly advertlse and;notice sent to all abutters and interested parties h'accordance`wlth it lGl.Chapter 40A 'The°hearing was"opened an April 24; 2019 at which time the :Board found to gront,the'special permit subject t ;.. onditI' Boars Members deciding this appeal were: [)avid Hirsch, Herbert.aoden iek, Paul Pir ard, Mark.Hansen;,and Jacob :Dewey, Attorney Michael Ford presented the application'before the Board. Attorney Ford.reviewed the application and,stated the owners°have a permit:to construct:the pool house "taut was'. required to seek a Special Permit to install kitchen facilities'. He tat also sed the parents-of.theh. orn owner will be living in the detached structure and the size of the detached structure is less than.50% of the main dwelling. He also stated.the occupants and owners,are aware of the regulations and annual affidavits required and will comply with the.requirements. The Board Chair requested public comment.. No'testimony was°given'. Findings of Fact At the .hearing .on Apra! 24, 2099, the.Board made the Jollowing findings cif fact:ln Special Permit .Application'Ho;, 019424 a.request to create a family apartment"lh a detached structure: Town of Barnstable Zoning Board of Appeals-Decision and Notice Special iserrnit.No. 20 M024-Cotter ThAt I, The application fal[s.withir>=a"ca#egory specifically excepted in the ordinance far a gran# of a: special permit. ;Sec#ion 24047.1. B. allows a Special:;"Permit far a Farn ty Apartment In a detached structure 2. Site Plan`Review is not�requiredfor single-family residential duti+elling .. 3: After an evaluation of'all the.evidence presented the proposal fulf ills the"spirit ertd"intent of the Zoning Ordtnance_arid.Would riot represent a substantial detriment to the,public good or the neighborhood affected. 4. The proposed family apartment above the detached garage would not,be substantially more detrimental to the neighborhood than the existing dwelling,.. 5. The "single-family nature of the .property and of the. accessory nature -of the detached' structure are preserved'. The vote to accept the findings eras;" AYE: David Hirsch, Herbert Bodenslek, PO'ul.Pirtard,Mark Hansen; and: oedb'Dowey NAY: None DecIM61ri Based an the Endings of fact, a motion"was ouly rnadeand secoriifed #o rant,.Speclal' Permit No ; 2019-024 sublect:to'the'>foElo win g conditlons. 1. Special` Permit No. 2E3IM24 is granted to: Elizabeth K Gaffer Trust, to create .a Fa nily . Apartment'ima detached"struc#ure at:21"9 Green Dunes Drrwe, Cei tervrEfe, tVIA 2. The site development shali be"constructed in,substantial conformance with the:plan entitled `Site Plan.af #219;Green dunes prive West ;Hyanrnsptrt, MA` by down Cape Engineenng, lnc., dated March 1;3, 2019 and d' igri plans';by.Nicholaeff Architecture°dated S',e fiber 27, 20'I"8. 3. The proposed"deveiopment"shail�,represent full guild out°"df the;lot Further!expansion of the dwelling or construction of additional aaccessory structures"is: prohibited."without prior approval from the Board. 4. The Applicant must comply with the restrictions In Section 2.40 47A Family Apartments C. Conditions:and Procedural Requirements 1-4 of the Ordinance. 5. All mechanical equipment: associated with.the dwelling`(air conditioners, electric generators, etc.)shall be screened.from neighboring.homes and the public,righ# of way 6 The:decislon .shall be,recorded at.th.e Barnstable County Reglstry.of ds"Qee and copies,of the recorded decision,-shall be.submitted to the Zoning..Board of Appeals;©flice and the Building Division. prior to the issuance of:a bujloing permit The rights.authorized by this special permit' mint be exercised Within,t o years, unless extended; The vote was. : AYE:,David Hirsch, Herbert 8odensiek, Maui Plriard,;:Mark Hansen, and Jacob Dewey NAY::None ordered Special Permit No. 201 41 to create a family apartment in a detached:structiira at':219 Green Dunes Drive, Centerville, MA Fias been igrnted wifih°"coriditrc�ns Thin decision r�iust be'recored at ; the Barnstable.Reglstry;af Desos;.for It to be in.,effect",dnd notice of#hat recording submittedto the Zoning Board of Appeals.Office..The.rellef authorized by this decision:must be:exercised within two years unless extended. Appeals afnthisdecision', if a"ny, shall be made pursuant to iUIGL Chapter,! 40A, Section 17, within twenty;(?Q) days after the date of""the filing of tills uecislor�, a c ipy of vuhich must be filed in the office of the Barnstable Town Clerk. -2 Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No, 2019-024-Cotter Trust David Hirsch, Chair Date Signed . I, Ann Quirk, Cleric of the Town of Barnstable Sacclstable County,:Massacusetts, hereby certify that twenty(20)days have elapsed since tiffs Zoning Board of Appeals died this decision and that no appeal of the decision has,been�fiied r!the office�af th 6wmClerk. Signed and sealed this day of under,.the paht' and penalties of perjury. IS�..� '� . Ann Quirk,'Town Clerk 'down 'of Barnstab►:le t ems« i Assessing Division ' 367 Main Strut,Ryennis.MA 02601 town ttx ns atst u Me: 508-8622-4022 Edward F O'Neil,.MAA FAX: 508-862 4722 Direetor.of Assessing [SATE: April 5, 2419" RE: Abutters List For Parcel(s) : 245-024 As requested, I hereby certify the.names and,addresses'.as.submitted on the attached sheet(s);as required under Chapter 4 A, Section,I .of'the Massachusetts General Laws for the abovereferenced parcels as they appear on the most recent tax.fist with maifing.addresses supplied: r Board of.Assessors Town of Barnstable I a/3/2048 ' Abutterw€epart Zonis Board of eats M Abutter List for Ma 9 ply � � .,. p Parcet(s) "245024' Parties of interest are those directly opposite subject lot on any public or private street.or way'' f and abutters to abutters. Notification„of,ali Prvpertles within 340 feat ring of the sui oct lot. i Total Count, 9 Close M�iICi..nI1 Map&Parcel Owner-1 Owner2" W'drsl Addrsss Z Gouirtry Deed CttirstrateZlp MCDONALD,IOHN R 18Q GREEN DUN E5 SOtJTHBOROUGH, ' 245421 T;BUFFALA RUiV' C192389 TR 1MA fli772 . GREEN DUNES BEACH WEST z4saz2 BOX�t4 HYAtaNISPO":MA C17937 ASSOC INC 02672. 245023 EBL BENTA5 LLC 3 BATTERY WHARF, BOSTON,fiAA C199384 #34ft 02109 2454Z4 COTTER,ELIZABETH K SEASIDE SANCTUARY TR NOMINEE TRUST 14r DRAINER ROAD DOVER,MA,42430 C216546 COTTER,ELIZABETH'K SEASIDE SANCTUARY 245024001 14 DRAPER ROAD OOVER,MA 02030 C216546 TR NOMINEE TRUST t DELLO RUSSO, 204 GREEN DUNES 24 JAOWN FDNO DEDHAM,MA 245025 . 30SUH W B C1f9587 KAT`HLEEN:M TRS DRIVE REALTY(RUST ROAD 42626' CHUTTANI'RAM,& M03I. 40 DRAPER ROAD DOVER;MA 02030 C200874 " AN]ALL: ODELL,3ENNIFER K Ft 245032 ?1ERMSEN NANCY A ODELL IRREV .. WE57BOROUGN, 19 BALDWiN COURT c0l747 "EkMS '3 TRUST MA'01581 245033 GARGANO,PAUL A SHEILA K REALTY:TRUST-C/OAOGKtAND TRL . 22 WiANPIO AVN OSTrwRVILLE,MA Gi85454 SHEItA K TRSCOMPANY, 42655 Tbia Its(by itself dries NOT constitute a certilietl Ilat of abutters and Is prpv1ded only as 0n aid WIN detenrdnation�ebuttft'tI a Cailltiad 11314 abuttara la" required,ccxitect the AasesaI' Division to hate this slat"cerllAed,1 he;owrter and addieaa date on ibis list is from"the Ta�vn`of,.t ermtabie Mass,We ddit4ae as.of 4'1312019 i maps,townotbarnstable,ustarcims/appgeoapp/AbutterRepo t.aspx?type=ZBA ;1: Town of Bamstal$6.,Geographic i.nibm—ation.Systerr , , April 3,2019' + 24za�xs2o 2 za5aac z � �� �F2T5 P163YA a,ss 245Q13OG2 24SM 246072 S 4146, 2a5rr I Y r 174 *12s. r ✓ 24sw Rt 2 5140001 078 �142 2451atrUp2 i' 1 ' 1 24 85 #140 2 2 b t1 #�Safi 24S813fl4t •f f!//�// ,, '� !. !ag � 0.106. 246141 r-a 245142. a y i 2aso47 246 n go #193 ;.- r 42231 / , h 0 ., 99' Feet " Q oERs inrem� formvv� Q?+Nsar«r � RBap 245 Ojrait Zoning soarsofAppeaLs(ZBA): �^^^-�f boundary aaremwiatkrn a re to ry Enrargemenrg EeyanC a sere or Abutter ust T e Parties of interest are those dii, sub' t®ton t-lost my not "esmrwr r siarMards ills + oi�this yP oPD� Se€ected Pat cel are navy # crn s tax' t'Feey are na tW P*e4 arty public to private street or way"and sbut€ers t0 abutters 1 o 0rcatrrm of all Aturfteis a and not represeror accataAe mrauoristilgs m Wryskai aAaes ass MP pro ibes m6thin 3{10-fee€ring of tra subs tbt ,✓� such as D d&�g Buffer: Proof of Publication Publication.Date Tawtt;Q!@arnatsbka; � c Dwn Dt"Btabta Zan .Board of Appeab c Pk 24ngA Hen Is ;.ddotice a(PjSE1Rc Neat3rt¢s urutarThe Zan€nq Drdknarsea - tdoNde PubOc tleadnAs, Ddar 201�9Zanlnp otdlnando ApAtd,2018 Aptik2d, Ta,att aJn(arosted kn otdNadad Dy tM acrts€na niteo Zan¢ To atr qrt�lsdaraatad iq p{.alleataQ by the aaticns ok tfia Z(rnhuj 9oard,'o�eats,jreu are h6rCby natitlad,pursuan{. �p n tt ot. eats y orb h1: trgtlRaQ pursuam.to f�cNon 11 at Ctiaptat 40A of Nth t;enaai lbw$of¢ta Crrnmanrvk thpss .. chusDtts amF @kt pmoalq:lharato,that's 1NtbI1c Fneatyn ad th» `Chaptdr 4 of tho onorai a of sits CornmorlivealtN Rt,atsasa totttvA apDaats by hold 6n Y�adaosday A 011 4,°301 at'ftka s T .., al€airus+s4mantq aretp,that awAubac ttaartk¢ait the npA¢ a{}paQ sWsiO ba;t .WsQnesday,l2d 2Bi91 at Ma Umaindicated: .s„• , g: ntnbtn tea :. 7:�0'Pa9 peal tla 2D1$3� Na�lt.diralartl 7ti16 Pfri paal ffa POt9.020 ,. Haadllat�ianl�. C amk Funk leni kapk trave•app0ed fof a8gea PetmR. tfevtn CgHond,and Frank I�ntlaNAtaya appiled tw.a Sgesiat Parrott ' to aalFrdancR &aDiipn 2AD p2 B NoticordarcrdnAti ar in kdcDrdas+tiazn 5aq 24tp92 B;=t4oncontotmlrsA Bu ''y ar . S(ruoquas used as tsinAia or 7wo•Famity Rgsid�ttgas,;ITtw pit-' ii StruDturea tibRii as SlnAfd or Twatat dty Rasidarstps 1fie A cants era glapa#itip to mrgaad'and cahvolt tho oldaNr€y gDcessoty t-darrrg eta pr tq azgaipl srrd"cat Ute a>Qstg atxissaory si+�fNo,ra(¢elope)by aQd�a aaeots4i floor tor�acreattgh romrr atrugture f9 IA�k S secrond float fot a'racraatEan roam ff an +mnstudlnp t, ar Wn io t¢d fltat ra f rid srs a :sti ns"dtln e8 1EYnn t4 }Irat ifpal 1d ae ueed:,es a 4 CAM «:¢in amt£gfifoo Tfi su]act ptPpo khf tad at t3 Ba to rn loa and Dfik autitagt t rfy! €aDaEad t 9"!ta r con Rtisd, rannlat as QhDwn on AsSassarsa}i 3s p tDal on R ya0tdsrfA as abotm an asssat 309 as gatcet 3i s Sit QShtallC Is,(R rimy trig k on f3 a t0 ti! 5S8kQ t# it, ZDnt �9�k Ci r i r«7 09'PM*n ARD Na 2b19?R2 r ift1te�€Crtngany tits >D1 PM Appaal�.T81 mt i t €ti Cgrri➢any,tnu`' i Keiiar Car any lnc has k>4t€(€onaQ fora Usa tfarianDo in pca3utl- tFslta CarA arlY,;�n it s pa9tk z far a�tss varbnae in acetrrd• r anEo.;aAtA Scchsm`240 37 A• hinckgaf Pwm,Ded t)st y to 1ha,!ND unto w W Setiion 240132 A Prttrtdpai Permhsad::tt sin dna IN' 'Utrdted Inportrial.Zaning(>t8Gie1 in order to'--altcw tat a rnui9 fanstty Umited tt€Qntt#a)Zoo' Dish war W allow 1nt a mdhFfam9y rasidetiliat{agartmaid)Dulk!#i9i the P#Or jo postpp 1D de; le ape iho Pq{It6onef la'progosinp.ta,.Qe malish tho to MMO,strudtura attd eansttui2 en aRpraldmalO AB OO rhaiesh the dxRatiDp sttiioture and a +M ati apluoxltrtete 39 ODD t aguara hiol thrss;(3)btary'baiiQhrA wtOi,twent snit 29} N t2): s9uara took°three(3)'ata' bd¢OinO}fit twets�irota{29t ft6a ) bedroom rosidanikal ayartment�units wkti asaoctate¢ .te imRrbve b3drobni roslolm 4,aatrrmnf uhita r asset sled site improve t moots} aautp paikmyy drairnapa arnt atormwatar managetner0 ht manta hlditidlaq a and efDtmwaler;mailaAamsnt diNle�ug0aroroun4`ul fif§s eke �sti i sr+d laa, : inp the comes tindotgragirQ a�e 114h and taAQ�#pinp ",'�so property ks iodatbd ai 246 6{ead'a a aad Ber o as pto tty is font i,at 206 Breed's'tttpkt f#aad, fare tdg,JMA ag :. shown bn Aga Vet 314 as Para!026-CM It is focalaQpthe shown an Assessor's Map 314 as Parcel 025-00p, III taaatad.fntha Industriakl#rnitet!(INDdIll)Zang District indusfnal lltnited{iND Ettf)Zordnp DlatileF: r 7:02'PNt Appeal Na 2f#19-022 Keller Company lnd: 7 D2 f Appsai No.2019-M KBitat Company rm Kollar N,Inc. hot p�fionod for a varlsntx in aceerdanda Ks0e1 otn tnD has pe¢don+�!oe a uarlar kt aecor�nea whit Se�0 d21a Bulk utattgns InthalND lbnkad industry , :wither 40.3 BuOr ReAutaElaea to the IfiD'Llmited tnduold, ai Zan Dlsjrlct M(lXlmtnn Qqt:irtg}wobt in order to eftoW maxi A7 2og7€ Dts Dt:�axHralrq i3vNdtnA Haight to orQar iD aao l ma>a malo,b Ahk�t tte£33}} taeaQ 6 feat>n hatQ gnsf a Yarianae ; mum ha hk oiaa{3)stories a 35 feel fn tieEgt�i and a Varlairco pursuant to SaatiprP 24b32 Fs,t3Rgctai Soree3Vmp tan9ards M grder puratant,to 5a ii 7e0 3Z tq* a forty 6m(45)feet.6ti t aiorfp 5reed a"Iff Road fr6rtt -_ hfnp slattd ds in sidar apart Fksa€ttiahacis•:grrlRaslnp.ko domDl�}i the 4xNt amiurs to Roan€t a lortydha{45)toot Br3aQ a k Road ttnht - ndado a r td 39d00 square:(dat;thtas< s 36' Ths Pstlticuta 9YgrppDsinA to ttothdDtt}i3iha 8tdsihlp at(. a ) )an and pollstrq Rh to Sp ODO aaaara foak ttjt (3 ato fey{In.h 9htt Ddt(Q tp O tw£nty rine{2¢) 15Y4(2)1 tQ�n real feet ht jwfjbh�i�kW6nii''p a 29) 6tdtoorg rs denttai apattmont RRite 0£$aso�atad st€e�mgrave�arst�ndtf6inq iie6ti oRartrttent tm#s trfitjtassociafo m avemonts incsud pprt�lt�' draiito and sj�r manape?nard facDl. s or* Araiird 3gYtliittssi own and`tarsdssa� The Rrapa Tt idoat dra3nape and ssdr+nvratar grenap8rfient.£aclit¢as udde ed at 206 Brerx` ttR Road Bar s{able as St# n qs' �tttiDtips iyqt�h foul{and r Ths propstlp 16,tast M�g'$i4 as Patdal:0 9t19r tt1a l tell k1'Mains ad a£20fs Broed s01i4 gatrisfeDi�i as st�arn all Asaes$trr 4 :. gy 314 at _arty 0250 Nis IacatiKA In the Irsitiai Lin+F}e6 (IND ltd)ZtttninA Qial 1 1ND till t 7:03-PA4 ARReai etb 2419A23i TQ3 PM Ap 1 ND 2018 023 Scan J,and'Nadtne A.Zaino have pof0m+ed jot vatlanee fn ac= ZetrtD, corpanCa w7kh 5aalton 240£d 9:, Ntttk RaglatlgEis t 1he;AF Tcta Scott 4 and: edins A.Zalrro have for a variance in so- Dlstrtet htfnrm#rm side yard sabi . a'potgei is prapoatnA Ontario with SWO 24014 p Ou�ans bi Nia RF Zds1nA tta"dpnojrtrtl a 19,it by 12 fsio a MU-1-taxi atoty f foot.' fFlstrka Minimum sldayard setbacks a Petltlariar la Dro¢osn¢ 4ti don a 10 tp by 12 loot pro{ aAAfpctmafat t foot trom'the narthertylo Rna'It7e pperp�e tawtat 86 fmign � SprtnARoad Wtat 9arnstahk tJut(as ahwan on,Assop i33 front the.,aar#lnery to Boo. Th�R1+aD ,t�1Dcatad at$a indtan a6 Rare 03&tE ie taoated to#ta`•,Residanca P Ping Road,'Wost Batnsiabte as an Assess NNW (RrF}Zvninp Distr ct as Parrot p36.It?s loth iha fiesi f(R )ZdnitiDDiatrEct 7314 poajata 29i9 024 t attar rdt4 EtltabothK, 00'CTtas1h�saGRlradtD1affi parmEG�tbcoord- App�altkr 2D19-024 F .x Cotter #t 4 ElDaboth K Got>gr Tdus)has aPlu]ad far 6 Sgea�i Parmik I Ala Fcaid note wlth SacUon,24 7 i Fy ant�jae pl(+ard is e"td3tt&4tlipn t srtmanta The Fait t3 prQgaslny to adt!Jdtrhon fa e t, a, a DoD1 ae as a' proRaskiA to a d k1 n tay110iasi i r to use t#ta,goa€ a as a f i tlatar€fad farr�ty apttrikontDrovetti'1 tat at 21 6raon id faro apl€rtm4gtk ttetfy is ibca at 21# raon ercel42ttskeM9a A ® Assesaors eAap 246 sa. Dunes tkAe t@ride MA iSs}tpwm2hi�A505stjts 243,s (RD 1psTaidng fstdfld a s � � PBrcettP24 ftkaatedlniN$ ir Ttiaas pub bt s(rtnps wig 6D etrt ettfis Barnabbka ToxRi JtiO 367 his€n_SuaokA nW Mft fins n¢Room-kdcated ert floe-2nd Floor. Skase Rob€IchaarinGa wi€l l q BarnstaDle<Town ka0 997 1P1e9nesd Apfh 2(291 P""its and apgticgNo+ty(nap be reviewed &9rt s#4eL nPr Flea 9, #aaated on.the 2ruLcr at;0is Zantri¢Soard of Appa Dtflde f*0 artd Olvalop y+! neattay AANI 2q 2018. Plana andgp Rattans may be raWetvad Dagertmaru Towrt_Otticas 200 Main 5traak Rjannte ...,>. aY the Zart€hD gBoatQ of¢RAts DifoacirtinA Arid DaveiDRmant Department'Toam flftieas 200 Male Sfk Nyannie,AfA .,, 6smatablo Patriot Afaii ttadolbiQs,Chair Bamstab€e,petfiot Aietc adoiags,Cttakt April 5 2019'6.AW 12 2019' Zoning Nord at Appeals AgrR 6,20 t2,2Di9`_ 2ont p Board of A nts f BUR - Proof o Publication Publication Date , Tbwn of Barpte t T'own of Bernstable ZwtUtp iy rd ofAppaa� ZanttMirtpp Baird ai AF;sets Roma a#Pubec tierr�s umtar the Zonhtp:Ordinar tdotkx o(Pubna Hca�sn9s ender Fhe Zordnp Urdina#ue,. 9; Apr1(2A�it9 Apta 2A 2018 Ta a#1 one irtterdste i in ar a#isc d lb the eat at the icn3nQ Bawd of Rppaals you a hereby Haut#e4,)uffsttanS to Saciiao l t of To'Sp parsons;iniareaFed In ar sNaeted bythe ecdons of rite Xs9; Board'of Appears;you are har8by hotinad;pursuant W Basher 41 of° Dhbptar 40A.of the,Gaarnral Laws a#•tip Commnnwaalth of Massa-' Ciia;itet AOk of the,Darsgral taws of ft Co?morrwerhh M Massa•° dtuselfa,anG an arrrondmanb Dterato,that a`ftubna heating ai the r dtps8lts and an_amendmarws,ihcrato Uat.a pub>ac heaietg rm ttre r L.ti Ea wilt ba heldbn Wednesday Apt 2A 2A1 .ai the tonavtrng appaaFe vRt!bs Isid an Wadnasiiay.ApriE 24019a ai the � ollowidkatsd r s r- a. ,. * 7 OA PM 'Appeal rto.20ig 020 Headrf andni j t�PM�ai Ra 2018-020 KMM C:Head and Flank Landaifi have appiietl for a Spedal Permit Kevkr C. and frank land"ani appnad for a Spes2ai PtnttR Id acaardanrq whit Sectfan 240 02,8 RtmwnlarntMp BunsBn9 or M°aoeordana,wt'a SeCtIon 2A0 9221 RooconlarmGrg Bugdlrpi a atrtru4uras,us8d sa SMgle ar TwaF nny.Rsstiteitcaa ,Thg aiyYii t Stiuttares gees!@s 4,wi*ar.Two fam9y Residatu s :.Ttro apt ;cants ate praying to ezpantl;ontl cmtYBR iha"eadstMg ac4 no cote,zro proposh4 to axgartd`arr4 canvcit iha eldstin9'sixassorr ;.glructura.(garagaD DYsdtl#nQ a seiaiiQ'tiaai#war 8aiion;t m strtrciure garage)a1i +q a`sand flow for a rvc�,. and by aanst?uetMg a'8X2A eddnWitfo the t#tst fie&to ba ns8d tls a anO tsy banfbtiCp a S%ZA' 5l ttdn tact+ t#rst Doar�used at'a.. #atuxhy raotn eta#o[tke The sub�cc proyariy is tixvtad ai•183 Ha , laundry rwtm and.of0ae 'th8%1b68et Pto"r IS located at 132 aa• con Rand,liyannlaMMA as ati, ost AssBsaore Map 909 as:parad con Road,N}anti#s."AAA as shown on Assessat's Map S08 as Wren i ` ObB.it is tacetad fn•pre Residenda B(RBt�osdnp District,, �� .:. �' �D1 PM Appeal a rD19R21 ,�- KetksrCas[rpam,Ift 7:01 PM Apke,'io 2019.021 a Katler.Compamr'tnc Ke#et Compaq!+ loci patitiorrad fora Us'Ueriazras M accord KaAar Com4any ;aG hpe Obt Jnad far a Usa,Variartte ui aos#rd.; ghCB sAth Serdiblt 2A0 32A Rrindp8f F�ermAtit uses(n the:IRD rmdad Uses In the Dftt snag:VA&sastion 2A0•$ZA=Pt#ndp PA f t2mttad MdtisUlal'ZonlnQ;Dlsttkt Ui eider la allow<for!maid-tami0, Umited Industrial 2n Oisfriet in order to agave for a raabkt y restdanttat{Syailntenty bulidfap The PebBorrer to pr8pasinp to da regldePnlal(apartmind b014114 the'Petitioner is pr #q to mggs#i ihs a (gslnu4are ern#cans#uot an aPp imaie 39,000 sg4iEe �q(sir buRdtrp"'With" :bo. twenty tr e#dy t baatroomi to# modal apaaiima oidts vAll ass! i taQ z eti a i tafosm raSafBnitel apartment,unlM.wiffi asWalked site Smpro*, metsts inahttlfiD AatldfCt Odra# a and starmvrelrr marragsmeM fa menu ltu •par�3g dta�taga and;atnrmwsEAr ctAtleS andarprauntf u #ad ta`fi hhrip and landsca{ ,:.thr d80 ,Wsd protind ut3tntci�slEa itghdnp'�and tandpttrp Tk�; roparty+Is` tad st Bread's in'RaM1, tapie;Ark as proper y is osFed at 2�Oread s,NN Road Barostabk MUC as ahovtn Assesear's"Mtap 3fA ab Pates 025 0 R is toaate I in the , shun rfn Assessors tdaP 8tA es Petrel 025at00 #t is tciatad #tidustrAiihhtiad it Ltd??osiing tOSSrIoL IndirsulaMUmfta (#iffi I hi)yordrlQD r T 02 P#Gi wAppaa#e10 2 j� g KB at Lbmparg loc. T'0$Pfd Rp teat Ro 201 Q 0 Konar�onptarly Inc. Kenat Cant any its des pa0tlow for aiva�faitce la 11, dance Its!#sr Cotripanyr tn¢ tras ppad for"a VaRsnca to 3dtlr s8dian.E40 22 Bark RapoXaOopts h!ttte iRD ttmtted ,dtield- witit 8oplmtt 2A0 92 E+Bu*R ns In a Its[#Ltmtierl tndasa, Xa tilsirlc 0oitd Hatgtn ih artlar toano meld a1 Ztnt B}(ttkt fotatdttstpft 6uiidtog tf8bht M order to ai#aw srlm halm Qht t+t tiled(gy a(Qri sra#al#eat a Vartansa :.. mum he of dtge(s)stotiasPoBod 96 t in Itelpphf sad a ves{ae ;ypgitaastY ta'! n2�#B�3z�Y�7'stda � di;M order pars! Sacttt 2t#32t 'Sp�si Ssrsaetdnp bderffs f+a;dcr o permit a} tiVa{A fo610 B a'rid# d tram t la p mil 8 toihlIvg(<53btdr atop Bread'e tng ttgad try :age ttta PatBaner is p�apr4sp f$0e�str�ax£striy claret ape:Thq Pepdt€tisr is fMs twdeishFle ax144Fti str# tur and tant§frtiat tasliz�aid sguat4 trot ttxaei9�s 3B` `and•ransEru an liil sstaare faotr Dtrae(j atgryr 50 teas to#raTQdt°b' trdth tivaal� �29}<tltva'(2 bad(a (8s# feak_ a hbmg {SG (pit C2Bj tb+a(2I broatn rRst dadt atpaAotastt s+s -with xseae#s oia imptoVa �tPrdtrdMg €dirn#itAP �adtla �a;„s s!t4roPfovarttetils1 drattiaQa and 8lorma2far trnapem�tf t#es>uiidar. i parbTnc gratnaQa vd-, tarfnwakar ama tsd##lles arm#a t g ut3Efttea sha I tQ arid.#andecaping The.pna"!ls total ground uhrttke,sb Woo and tandssaniny The propertrr Is torst ell at 200'Qreod a'Hnt Roatl BartssWhe Rtp s4 sh,Own on Assessors ed,et206 araed's;MIN Road,Barrratabi8.M.A se atuWsa on of s Map,"914 as ParcR d2S It;is tas red 6n`the trtt tiisl•tkNtei!. M 'A1A as Parcel"A28 04D R is laratad trt the Isttluafrlat tfttdtad {iRD tYsfy Zoning DisGioL i 0 -Ltd)Zordno Castri� Zalrto 7 09PM A�eat fba 2018 b23' Zaino I 7:03 pm-;Apppsat No,2tt19 023 Scott J.slid. na A3 Zaino have thloned for.a Variance in ac Sara J and tdadim A.Zaino have petitioned for a Vartancc in ap rmrdance wtih, 2Atl-tA E, Bu RBqutaUons:WIN(tF"no eardan�with SecUmr 240-14 E.Bud RBgufah4ns to ihe,RF Zimrng, D tt-Mirtlm yar,satbsdiA The Peth ter is pro ' District•fAfnlrtroin 4MB yatd'saFbacks'•Th PBtokiniY is prapasMg' to 8onalruct a t0 foot by 12 lost po:d Shed aggro trtataiy!:'lost to construat a 10 tool by 12 toot OW sitdd apprax M011etY t 1ov1 from the ncnh irty,Mt.0ita The pr�rty la located,at A8 tndian' : from the=11104tp tit line,,' Me •The PfQperty,is boated ai;68 Indian: Spring Post West'@8r tebte MIA as:sf own o0 Assassaro Map,199"ap. Spring Road,West Bernstswe.MA o's-Shi n r1 Assessors Map 133 as Parser 038.tt Lc located in the Resrdenco F(R•Fy Zotdnp Distrkd as'Parcd 038 h is Msated En tile,ResidBrite F(R F}Zoning DislckL 8f 7-04 Prat, esl Ito 201 MA : Cana( toil Pitt I Ro 20t9=MA Trust has sppt#e�d for a dal Parma In i rdprtl Ca agtaboth#C attar #iabattt K ft Trs t has`appited for a;Spec#at Perstitt in act id an. . 1 sactkm 24r}AT.1 Ape s. T€ ppl cahl is anca.with Sectlosi 240-0T 1•Faintly ApaRments.�Th¢A tkank is- praptrslnp ta:add ldtdten`fsebles in'rjfdaf to stye the pear house as a prdpps#aq tg addi tt w,facwBes to unletap use the.poyt'Irovse as a Qaiacrietl fainiPv apart rtL TOa inoperlN Is'located at-2i8 Green detached family apaRment =The ptop2rty Is meted at 219 Glean Dune4 Dsiva;` entervt3la MIA as'shuvm.on.Rs4essaM Map;249 as quriae Drive Carttantne,Mtit as si m Apt Rssaasrtrs:Maki 2a5 as Farael 029 it Is focated IR N Reslde60 D•1(R04 ZonMp Disttttt Parcel ti2A it#5locats4 in the Raa#dat�e D.1(R4.1y Zotthtp DtstrkL r �� ThBsa prrTrtic WInoa WA ba naM atma Barr atable Town Ha#b'9BY Ttr88e'pubnc lseartnga wits"Dg bald aS the tiarnat8bte Town Nall,36T rl ell atre8t"'HyanSSs ittfl ii88rtr�g#ti8itt WtatAd do#ria.2hd Roar, Maki Satat'ttyantds,MR Healing Roam rotated on the 2rd Floor NJadn84day Ayirli 2A,2018 Plana-aiut:appntat ohs♦riaYbsroviaw84 t Wednesday.Apr31.24,20t9.;plans atM eppOcatlons"may ba ravlewad at iha za, Board of Appeais:OtiicE PlatutMp snQ,D apmBnt; at lira Z, Board oYAppeala Ot#lon.Pianning atM Daualapmanl #}apartin4n ovtti Dtflaas,200 Ma#tiSltaat tly4nni4,MR [ OapaRmanl,Towr'Dt(#aea.20A MaM Sttast Npannta Id# r $arttstatile'PaiRot Alas,.Rodolakb ialr Barrtstabte.Patriot Alex r{dppifafAs;Chair Aprl€5`2019&ApttT:1 2019 ofilnp.Board at Appears Rprp S 2018 4 ApRt t2'20t8 Zank?p Board of kppeatam x Fi i;F;` °t"lFi 19 JUN 11 P Tbwn of Barnstable Zoning Board of Appeals Error in Script"w A.mendcd&Revised, As related t.the decision rendered,for. Speczal Permit No.201 0247 Elizabeth K, Co#er Trust An error in script was identified in-Ithe Decision and Notice of Special Perttxrt 2fl19-02A issued to Elizabeth R. C©tter,'for, property addressed 219'Green T unes Dove,CdhtOMfl ;MA aid filed . with the Town Clerk on April 2, 2019. The error was found in the teary on.the..first page of the Decision. The Decision erroneously identified "Elizabeth.K. Cotter.Trrusf as the applicant. Tlie Applicant is correctly identified as Elizabeth K.-Cotter, as.Trustee of.the Seaside Sanctuary Nominee Trust. The Decisiori,And Notice for Special Permit No..2019-0244s corrected to read as follows:. Summary: Granted with Conditions Applicant: Elizabeth K.Cotter Trustee of the Seaside anctOmy Nominee Trust Property Address: 21.9 Green Ones Drlve,Centerville,.N4A Assessor's map/parcel. 245/02 , zoning: Residence Q-i '(RD-1 Hearing Dafie: Aprii:24,2019, Recorcling.irdar atian Cert'ifccrte NNo C2T654b '> . Respectfully Sabmi.. Anna Brighann,Princi lanner June 10,M M T� w k "4co0 RECEIPT ' 0 Pr i ntecl: � O � � ���'� # Ln BA i TABC a 12. zois 13:57:36 � ,, r " �y'� ' u F. TAND Cote REGIST1�y::- C7 _. t�Al?E, REGISTER ; in trans€: 143976 d "AEL 0 FORD ATTY ':9AREW Doc#: 1371971 Ctl#: 9;I Rpc:6-12-2019 `' BARN I: 7:29p n, WC -__ DESCRIPTI014. TRANS COTTER v. 4 � 1 �� __ � NOTICE EtJZA$ETH K 9 1 County Fee:$30.00 cher{le CPAO.(}t} �= j State Feb :,.tH? . C' t`S Surcharge 20 Ln ro .�:. - ta i fees 751 Ct1C.. 952 12-2.19 1 57:29p !)QC tJSCRZPTIOhi IlFcIUT CQpY City I+ `fnt Fee L oo Total charges: 76 pfECK PM 1 76.,06 f CIPE COD HILS.Ri k � 3 - x, '� ,�', t �v -r"' 'ham- •t�. , ��'#" s ''�A )-F� ? ^.,'�'�-z �: i'Y�'� -fr ""5 1A O�OA x1U 10�dYti� /yh Yq• South Yarmouth,MA 02664 �` � (508)•737 - 8011� 81111P �TIE;t't :$e � " Code Verification: The following home plans, as proposed, for 219 Green Dunes Dr. in Centerville, MA meets the necessary HERS Index Score rating needed to comply with the 2015 IECC energy code requirements _PROPERTY/BU1trDEEt INFORMATIOiE A ,a�;'fi��3j y � � - 4�t v� Y �•� }� 4� f �g� ��ky,�} a ^K� k�4 5 }f � l.r Date: Sept. 24, 2018 Building Name: 219GreenDuneDrCenterville Rating Org.: Cape Cod HERS Raters Owner's Name: Phone No.: 508-737-8011 Property 219 Green Dunes Dr Rater's Name: Chris Picariello Address: Centerville, MA 02632 Rater's No.: 6397177 Builder's Name: EJ Jaxtimer Builder, Inc. Builder Address: 48 Rosary Ln. Rating Type: Projected Rating Hyannis, MA 02601 Rating Date: 9/24/18 Weather Site:, Barnstable, MA File Name: 219GreenDunesDrCentervi Re.REM.bIg Conditioned Floor Area (sq ft): 1784 Housing Type: Single family, detached Conditioned Volume (cubic ft): 19900 Foundation Type: Unconditioned Basement Insulated Shell Area (sq ft): 4580 HERS Index: 55 Number of Bedrooms: 2 Ceiling w/Attic: N/A Window Type: Pella Architect Series Vaulted Ceiling: R49 CC Foam, U=0.025 Window U-Value: 0.29, 0.28 Above Grade Walls: R21 CC Foam, 6-16,U=0.064 Window SHGC: 0.28, 0.26 Foundation Walls (Cond): N/A Infiltration: HTG: 3.00 Clg: 3.00 ACH50 Foundation Wall (Uncond): Uninsulated Duct Leakage: Default Code Frame Floors: R38, FG, 10-16, U=0.026 Total Duct Leakage: Default Code Slab Floors: None "z :'.t•a r w bMECHANICAI,SYSTEMS` x..n. .'` ,�'?`'. :',.' Heating. Fuel-Fired Air Distribution System, Nat. Gas, 96%AFUE Cooling: Air Conditioner (Electric), 14.O SEER, 4 Ton Water Heating: Instant Water Heater,Nat. Gas, 0.82 EF, 0.0 Gal - Mechanical Ventilation: Exhaust Only Fan w/ Variable Speed/Timer Switch (50-80-120CFM; <1.0 sone) Programmable Thermostat: Heat: Y Cool: Y Note: Where feature level varies in home design, the dominant value is shown All components must be field verified ft tested prior to certifying a final rating for occupancy. Please contact us with any questions or to schedule your inspection. Prepared By: Chris Picariello Certified HERS Rater Cape Cod HERS Raters 4 Application Number............................................. Section 9--.Construction Supervisor Name Telephone Number (jag) 7 7 Y • 42 // rn , Address DS ��% ,Jt�9 '� City 4,"' Ut-6 State Zip �d l?f License Number 06 WI License Type L4 CSL Expiration Date ��/�/�2�0 y ry Contractors Email 1 ,G cell# 60w / 7�_6_191 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and- documentation re 80 CMR and the Town of Barnstable.Attach a copy of your license. f Signature Date to Section 10—Home Improvement Contractor Name �J A Telephone Number Address City "S State Zip 6 Of1 C Registration NumberQ Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re 780 CMR and the Town of Barnstable.Attach a copy of your HJ.C... _i Signature Date 3 Section 11—Home Owners License Exemption Home Owners Name: ,? Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts Building Code. I understand the construction inspection procedures,specific inspections and documentation 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date lul � � Print Name � - Telephone Number 7`7Y-)lq�/ E-mail permit to: , Gt'�- aQ r Section 12—Department Sign-Offs Health Department © Zoning Board(if required) ❑, Historic District ❑ Site Plan Review(if required Fire Department ❑ Conservation For conunercial work please take your plans directly to the fire deparbnent for approval Section 13—Owner's Authorization I, as Owner of the-subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name 'A 1 i j Last=d9mh 2/92018 vo (('6 7S�S r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map AS Parcel 02 C Application # U s Health Division Date Issued 6 7i 'Zdl a Conservation Division !� w S ail-(/oltv'S rv+V1 Application Fee Z Q S,-r 451-f 0 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address � C�n abf S Village C"1 esuhk_ Owner Z�:) 4 tom, ° Address M n SJ 0(20Y!Lo 1 t '1*ff Telephone &-q:f J ®^ 0`?66 Permit Request ® i S vc i (�t�Gt '�r1 ST �� vw1 sdk -. ' i AS ` i�1� i� �� a r�olae �!'G61 S t�- ,P SJc✓1 �� AO�A'r�S vSquare feet: 1 st floor: existing proposed 2nd floor: existing proposed60 Total new Zoning District Flood Plain AID Groundwater Overlay VeS Project Valuation b Construction Type McLJ °Gki=c e Lot Size Grandfathered: ❑Yes ❑ No If yes, attac pporting;= ocUentation. ,t Dwelling Type: Single Family O4 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes J No On Old King' Highway ❑ sNo Basement Type: $d Full ❑ Crawl ❑Walkout ❑ Other 3.4 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)3045 "' Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count �® Heat Type and Fuel: P(Gas ❑ Oil ❑ Electric ❑ Other . Central Air: AYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing 4 new siAq'�'Ahed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nan Telephone Number SD9 71 n.- ► y 31 Address 4:7 jw1��°t P( License #L00-01? 1 7 6 Home Improvement Contractor# Email J pin 0 __CV(n k- r C 6n Worker's Compensation # ALL CONSTRUC DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO I(2 -c✓��ft SIGNATU DATE�� �� r FOR OFFICIAL USE ONLY I'I `-APPLICATION# DATE ISSUED t a MAP/PARCEL NO. .. t ADDRESS VILLAGE OWNER DATE OF INSPECTION: } FOUNDATION �V FRAME k 4 w . INSULATION 3t ` FIREPLACE • a ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL = GAS: ROUGH FINAL fi FINAL BUILDING l DATE CLOSED OUT ASSOCIATION PLAN NO. L - Town of D arable . Regulatory Serviees ,aAt+sr�at r Th cm as F. Geil er,,Director Building.Divisiob , n Th omns Perry, CB 0, 13 nil din g C ammissi o n Er , 200 Main Stnct. Hyannis,MA 02601 • ... Ti'Ww,�.oWn..}]arnstab]e.lna.'t1a • O$ica: 508-862,�038 Fax: 508-790-b230- ' PLAN RREVLE Owner: �O N�=T-� : MaplParcel: �-y5 (�• 'f Project Address t A GOLE-I-) DuN£S Builder: -WO The l'ollawiug items.-Were noted on reviewing; . ozITs Re Aew'ed b The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):5FnA l._/� kxoasf �i City/State/Zip: Phone#: Y7 1 aou an employer?Check the ppropnate box: Type of project(required): K,1am a employer with. 4. .❑ I am a general contractor and I employees(full and/or part-time).* 'have hired the sub-contractors 6New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling These sub-contractors have ------ship and have no-employees--, —� --- ----__ P _.__��___�._ _,_8./ZDemolition__.___._._ working for me in any capacity. employees and have workers' V $ 9. ❑Building addition [No workers' comp.insurance comp.insurance. 10. Electrical repairs or additions required.] 5. We are a corporation and its ❑ p 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 rio employees. [No workers' 13.R 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. tContractors 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 thepolicy and job site information. Insurance Company Name:70" Policy#or Self-ins.Lic.#: Na h©/ 7765 a A Expiration Date: -�30— Job Site Address: 2 )GI, p"r-.Y Da� City/State/Zip 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 Investigatio f the DIA for insurance coverage verification. I do here under the pains and penalties of perjury that the information provided above is true and correct Si atur --7 1 Date: Phone Official use only. Do not write in this area,to be completed by city or town official 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee 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 that"every state or local 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-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)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. The affidavit should be returned 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 obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials R 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 will be used as a reference number. In addition, an applicant that must submit multiple permitdicense 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 (i.e.a dog license or permit to burn 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 Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFB Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia �-•"'� ' SEADA-1 OP ID:A ACQR©° DATE(MMIDDIYYYY) CtRTIFICATE OF LIABILITY INSURANCE 10130/2014 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). PRODUCER CONTACT Roblin Insurance Agency,Inc. PHONE FAX 144 Gould Street,Suite 100 AIc No Ext: AIC No): Needham,MA 024942321 E-MAIL Roblin Insurance Agency,Inc ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Acadia insurance Company ! 31325 INSURED Sea-Dar Enterprises,Inc.dba INSURER B:Starr Indemnity&Liability Co Sea-Dar Construction 46 Waltham St,Boston,MA 02118 INSURER C:Torus U.K.Insurance Ltd. INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD SUB POLICY NUMBER MM DDYIYYYY MM DDIYYYY LIMITS - LTR ` GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO R A X COMMERCIAL GENERAL LIABILITY CPA017326717 03/30/2014 03/3012015 PREMISES Ea occurrence $ 250,00 CLAIMS-MADE I I OCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X PRO- L1 LOC - Emp Ben. $ 1 M/2M AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT 1,000,00 Ea accident A ANY AUTO MAA017326816 03/30/2014 03/30/2015 BODILY INJURY(Per person) $ ALLOWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X $ AUTOS PER ACCIDENT Comp/Coll Deds Deds $ 500/e x UMBRELLA LIAB N OCCUR EACH OCCURRENCE $ 5,000,00 B EXCESS LIAR CLAIMS-MADE SISCRCLO1777812 03/3012014 03/30/2015 AGGREGATE $ 5,000,00 DED X RETENTION$ $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE WCA017765716 03130/2014 03/30/2015 E.L.EACH ACCIDENT $ 500,00 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 A Equipment Floater CPA017326717 03/30/2014 0313/1/2015 Property 200,00 C Umbrella 60367A121ALI 03/30/2014 03/30/2015 Umbrella 5,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) The Town of Barnstable is additional insured on the General Liability, Automobile & Excess/Umbrella policies with regard to work performed by the named insured CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Barnstable,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD f Office of Consumer Affairs and Business Regulation 1=` 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvem'MA Contractor Registration Registration: 117898 Type: Supplement Card x � iN±'7 SEA-DAR ENTERPRISES INC � _;-j; Expiration: 12/15/2015 JOE REGANM, 1J1 . F 46 WALTHAM ST. #2A BOSTON, MA 02118 .w Update Address and return card.Mark reason for change. SCA 1 % 20M-05/11 ❑ Address Renewal Employment Lost Card ��e iG'o�rurrearecve�c�C<z¢��/�cc�lacice�elC3 1 Wffice of Consumer Affairs&Business Regulation License or registration valid for individul use only ill OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration -:,--,,l 7898ry Type: 10 Park Plaza-Suite 5170 Expi ratio n12/t5l2015 Supplement Card Boston,MA 02116 c s:. .. SEA-DAR ENTERPRISES'INC 4;' JOE REGAN " '; 46 WALTHAM ST. BOSTON,MA 02118 Undersecretary Not valid without signature VMassachusetts Department of Public SafftY Board ofYBui;lding Regulations.and Standards Construction Supervisor ' '4 License: CS-079147 - JOSEPH;P REGAl4' 11 LEDA'aOSE LANE MARSTONS MILS Mpt, 02�1 S 4 Expiration 01/24/2015 1 Commissioner , / Sea-Dar Core Purpose-Solving and managing challenges in the construction/real estate industry. Sea-Dar Core Values- We are driven to continually improve.l We provide exceptional customer servicel We take care of our employees) We approach every situation with honesty and integrity) We are passionate about what we do 46 Wall Elam Stroot, fiyor 2A I Boston, MA 02118 1 617,423.0870 l F 617.423.0872 1 WWW.seadar.con' J Docsi.006P475 07-06-2005 11219 W02177Z18 8ARNSTl6LE LAND COURT REGISTRY QUITCLAIM DEED We, Edward Leslie and Bonita Leslie,both of 226 Main Street, Centerville, MA 02632, In consideration of One and 00/100 ($1.00) Dollar, Grant to Bonita Leslie, of 226 Main Street,Centerville,MA 02632, With quitclaim covenants That land situated in Barnstable; in the County of Barnstable, bounded and described as follows: LOT 69 PLAN 15694-M Said property is conveyed subject to and with the benefit of all rights, restrictions, agreements and easements of record insofar as they are in force and applicable. PROPERTY ADDRESS: 219 Green Dunes,Barnstable(West Hyannisport),MA For title see Certificate of Title No. 156945.• LW• 1 •. IW Wd gar mad 00 10 to1Nw at - JUN 3 0 2005 La (SMINW AS DCXRr[M am . Georie T.Capelisab,End 1 SK EXECUTED as a sealed instrument this day of 2005. r dward eslie Bonita Les le TATE OF !G Ar 4 S.Q c u.0 a 7+`Y•9 COUNTY: On this day of 5A 2005,before me,the undersigned notary public,personally appeared Edward Leslie,proved to me through satisfactory evidence of identification,which was Driver's License,to be the person whose name is signed ob the preceding or attached document,and acknowledged to me that he signed it voluntarily for its stated purpose. . r Notary Public: Rol % Nov*(atrb't-& My commission expires: M,1 cvv..P%&AA4 +. 61PIP 't �kwj TATE O COUNTY: On this day of 2005,before me,the undersigned notary public,personally appeared Bo to Leslie,proved to me through satisfactory evidence of identification,which wasAtrA Driver's License,to be the person whose name is signed on the preceding or attached document,and acknowledged to me that she signed it voluntarily for its stated purpose. Notary Public: 41L t„, Al ..: My commission expires: BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST REGISTER JOHN F.MEADE, r TRAVELERS BOND (License or Permit - Definite Term) Bond No. 106213013 KNOW ALL MEN BY THESE PRESENTS: THAT WE, SEA-DAR CONSTRUCTION as Principal, and Travelers Casualty and Surety Company of America , a corporation duly incorporated,under the laws of the State of Connecticut and authorized to do business_ in the state of MASSACHUSETTS , as Surety, are held and firmly bound unto Town of Barnstable" ,- as Obligee, in the penal SUM of One Thousand One Hundred and Thirty Two ( $1,132.00 ) Dollars, for the payment of which we hereby bind ourselves, our heirs, executors and administrators, jointly and severally, firmly by these presents. WHEREAS, the Principal has obtained or is about to obtain a license or permit for w Construction NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that if the Principal shall faithfully comply with all applicable laws, statutes, ordinances, rules or regulations, pertaining to the license or permit issued, then this obligation shall be null and void; otherwise to remain in full force and effect. - This bond is for a definite term beginning December09,2014 , and ending December09,2015 , and may be continued at the option of the Surety by Continuation Certificate. PROVIDED, that regardless of the number of years this bond is in force, the Surety shall not be liable hereunder for a larger amount, in the aggregate, than the penal sum listed above: PROVIDED FURTHER, that the Surety may terminate its liability hereunder as to future acts of the Principal at any time by giving thirty (30) days written notice 'of such termination to the Obligee.', SIGNED, SEALED AND DATED this December 09,2014 SEA-DAR CONS. RUCTION By. Principal Travelers Casualty and Surety Company of America By: Dana Vecchione Attorney-in-Fact • � !:. tr y.f4 S-2151 B(6/10) - TRAVELERST POWER OF ATTORNEY Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Surety Bond No. 106213013 Principal: SEA-DAR CONSTRUCTION 46 WALTHAM ST FL 2A BOSTON,MA 02118 Obligee: Town of Barnstable 200 Main Street HYANNIS,MA 02601 KNOW ALL MEN BY THESE PRESENTS:That Farmington Casualty Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company, St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Dana Vecchione,of the City of Needham,State of MA,their true and lawful Attorney(s)-in-Fact,to sign,execute,seal and acknowledge the surety bond referenced above. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 10th day of September, 2012. Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company ii a�"a a �� -♦� � 1w77 tit � 3, ;,EaL State of Connecticut By: a '— City of Hartford ss. Robert L.Raney,Senior Vice President On this the 10th day of September,2012,before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof,I hereunto set my hand and official seal. 10 T� My Commission expires the 30th day of June,2016. TAq AfIBL�a * Marie C.Tetreault,Notary Public ` This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and.Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President, any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary .or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED, that the Chairman,the President, any Vice Chairman, any Executive Vice President, any.Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is« FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when (a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any,Assistant' Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority;and it is R FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President, any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond'or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the'seals of said Companies this 09 day of December,2014. Kevin E.Hughes,Assistant Secretary To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. . t r r APR-15-2014n111:18$ From:50088-394-5019 Paee: P1 ion lgrid April 15, 2014 Attn: Thomas Shea RE: 219 Green Dunes Dr_ Hyannis This letter is to notify you that the gas service located at 219 Green Dunes Dr, Hyannis, MA, was cut at the valve on 4/10/14. If you have any questions, please feel free to contact me @ 508 760-7463. Thank You, Sarah Brillant Gas Customer Fulfillment National Grid K 127 Whites Path S. Yarmouth, MA 02664 Tel #:508 760-7463 ' Fax#:508 394-5019 i �44 i Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 www.commwater.com OFFICE OF v WATER �r BOARD OF WATER COMMISSIONERS WATER SUPERINTENDENT DEPT. �0 TEL.No.508428-6691 FAX.No.508.428-3508 April 11,2014 Barnstable,Town of ; Building Department 200 Main Street Hyannis,MA 02601 Re: Account#1584 Edward Leslie 219 Green Dunes Drive Centerville,MA To Whom It May Concern On Thursday, April 10, 2014 the water service was disconnected at approximately(20)twenty feet from the existing house for the property mentioned above. It is our understanding that the owner plans to do extensive renovations to the house and will hookup the water.service at,a later date.. If you have any questions,please call our office at 5.08-428-6691. Very truly your , Glenn Snell 1 Assistant Superintendent GS/jw �-NHETti Town of Barnstable Regulatory Services Ass M. a Richard V.Scali,Interim Director 16gq. 1� °T�o �' Bnildi_ng Division Tom Perry,Building Commissioner 200 Main St:eet,Hy-.mmis,MA 02601 www.town.barnstable.ma.us 0ffice: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete. and Sigh This Section If Using A Builder I,, onf/ 7—�- /t4 • �lC , as Owner of the subject ptoperty hereby authorize , ( 15 to act on ny btb-241 M all matters=eiad7e to work authorized by Ibis building permit (Address of Job) T Pool fences and alarms are the responsibility of the applicant. Pools are not to be tilled or utilized before fence is installed and all final inspections are performed and accepted. Lure of Ownez t to of Applicant i L Print Name - Print Name -Id-y� o Date Town of Barnstable - Regulatory Services - oFT T Richard V.Scali,Interim Director . 4 ° Building.Division : - 3 AeRNLTARj� Tom Perry,Building Commissioner MASS. o, m 200 Main Street, Hyannis,MA 02601 www.town.barnstable_ma.us Office: 508-862-403 8 Fax: 508-790-623 0 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 70B?OCATI(IN- mm�ber stwt v11a4e "HOMEOWNER": name home phone m work phone" CUM-ZE- 1 hZs=G ADDRESS: ci Lo state zi code tyP wn P The current exemption for`homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to ena-age an individual for hire who does not possess a license,provided that the owner acts as srroervisor. DEFLT+TTION OFHOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-ypzr period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned`homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signatnre of Homeowner Approval of Building Mcial Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127,0 Construction Control. HOI)Mow±*E ,S EXEM ON The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);;provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities*of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This Iack of awareness often results in serious problems,.particWarly when the homeowner hires unlicensed persons. In this case;our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. n•�nrorr re�rnnx,rc��..,;t,7;.,0„P„,:t frtrmclFXPRFS4 rinr. . . �VEToti Town of Barnstable o� Regulatory Services BARNSTABMASS.IE� Richard V.Scali,Interim Director 1659• '�Ea►��' Building Division Tom Perry,Building Commissioner u 200 Main Street,Hyannis,Na 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete. and Sign This Section - If Using A Builder I, ,as Owner of the subject ptopert7 hetebp authorize ' l VCA(LS1N�� to act on my behalf, in all mattets relative to work authorized by this building permit (Address of Job) ` **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or.utilized before fence is installed and all final ' inspections are performed and accepted. tore of Owner tute of Applicant Print Name Print Name Date Town of Barnstable - Regulatory Services Richard V.Scali,Interim Director Building.Division a RA MSDU TR_ Tom Perry,Building Commissioner - i6 9, ��� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4 03 8 Fax: 508-790-6210 HOMEOWNER LICENSE EXEMPTION ; Please Print DATE: 70B.LOCAn(aK: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityltown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_permit.jSection 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Appioval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities'of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. n.l nrM rr'CQ%,cnD LxQX7,...1,i:..o n n-4t fn %TT7"RPS4 dnc e j REScheck Software Version 4.6.0 Compliance Certificate Project LESLIE RESIDENCE Energy Code: 2012 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces_ 0 deg. from North Conditioned Floor Area: 8,591 ft2 Glazing Area 34% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 219 GREEN DUNES DRIVE Joe Regan Oliver Orwig CENTERVILLE, MA 02634 Seadar Construction Nicholaeff Architecture&Design 2957 Falmouth Rd. 812 Main St Osterville, MA 02655 Osterville,MA 02655 508-737-1731 508-420-5298 jregan@seadar.com . I�3 •[77�1 .•• • Compliance: 2.6%Better Than Code Maximum UA: 5020 Your UA: 4892 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies w first floor:All-Wood J oist/Truss:Over Unconditioned Space 5,171 30.0 0.0 0.033 171 Floor 2: SIB b-On-Grade:Unheated 4,821 10.0 0.728 3510 Insulation depth: 2.5' roof dormer 1:Wood Frame, 16" D.C. 332 21.0 0.0 0.057 13 Orientation: Unspecified Window 1:Wood Frame:Double Pane with Low-E 111 0.350 39 Orientation: Unspecified front elev:Wood Frame, 16"D.C. 3,074 21.0 0.0 0.057 133 Orientation: Front , Window 2:Wood Frame:Double Pane with Low-E 740 0.350 259 Orientation: Unspecified back elev:Wood Frame, 16"D.C. 3,262 21.0 0.0 0.057 107 Orientation: Back Window 4:Wood Frame:Double Pane with Low-E 1,392 0.350 487 Orientation: Unspecified ceiling: Cathedral Ceiling 5,185 38.0 0.0 0.027 140 Basement Wall 1:Solid Concrete or Masonry 906 13.0 10.0 0.035 32 Orientation: Unspecified Wall height: 8.8' Depth below grade: 8.3' Insulation depth: 8.8' Project Title: LESLIE RESIDENCE Report date: 12/09/14 Data filename: GALESLIE-03\LES-03-DOCS\LES- RESCHECK- 12 9 14.rck Pagel of 9 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 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date a Project Title: LESLIE RESIDENCE Report date: 12/09/14 Data filename: GALESLIE-03\LES-03 -DOCS\LES- RESCHECK- 12 9 14.rck Page 2 of 9 REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 45.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is.being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section p Plans+Verified ¢ Feld Verified Complies? Comments//A ss umptions# r<Pre-Ins ect�on/Plan Review &"Req.ID i Value. � � �` 'Value r;. 103.1, :Construction drawings and ' ❑Complies ;Requirement will be met. 103.2 :documentation demonstrate ,{ []Does Not [PR1]1 :,energy code compliance for the = 4 ;building envelope. E ❑Not Observable k. .o ... ❑Not Applicable 103.1, !Construction drawings and ,., ' r,` � ' [-.!Complies 103.2, :documentation demonstrate 3' ❑Does Not 403.7 :energy code compliance for [PR3]1 :lighting and mechanical systems ;' 4 ❑Not Observable )Systems serving multiple �;: k # Not Applicable dwelling units must demonstrate :compliance with the IECC ' Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;UComplies 403.6 lsized per ACCA Manual S based Btu/hr Btu/hr ElDoes Not [PR2]2 on loads calculated per ACCA : Cooling Cooling: ❑Not Observable Manual j or other methods Btu/hr Btu/hr approved by the code official. : tlNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13`1 Low Impact(Tier 3) Project Title: LESLIE RESIDENCE Report date: 12/09/14 Data filename: G:\LESLIE-03\LES- 03 - DOCS\LES - RESCHECK- 12 9 14.rck Page 3 of 9 1 Section Ptans Verified Field Verified # Foundation Inspection ,, Valued Values„ �k yCompl es? Comments/Assumptions r, & Req.ID` z' sty Y .. _ 402.1.1 ;Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ;❑ Unheated ;❑ Unheated 1❑Does Not table for values. ❑ Heated ;❑ Heated ❑Not Observable ; ❑Not Applicable 303.2, ;Slab edge insulation installed per ❑Complies ; 402.2.9 :manufacturer's instructions. []Does Not ; [ 2]1 ❑Not Observable , ❑Not Applicable 402.1.1 ;Stab edge insulation ; ft ft ;❑Complies ;See the Envelope Assemblies [F03]1 depth/length. :❑Does Not table for values. ' ;❑Not Observable 1 ❑Not Applicable ; 402.1,1 ;Conditioned basement wall R- ; R- ;❑Complies ;See the Envelope Assemblies [F04]1 :insulation R-value.Where interior R_ R_ ;❑Does Not ;table for values. insulation is used,verification 1❑Not Observable may need to occur during ; :Insulation Inspection.Not ;❑Not Applicable ; :,required in warm-humid locations: in Climate Zone 3. 303.21 l Conditioned basement wall K ❑Complies :Requirement will be met. [F0 i insulation installed per Qh ° > ❑Does Not lmanufacturer's instructions. { []Not Observable { bx_ ❑Not Applicable ; 402.2.8 ;Conditioned basement wall ; ft ; ft ;❑Complies ;See the Envelope Assemblies [F06]1 ' insulation depth of burial or 1 ;❑Does Not I table for values, distance from top of wall. ;❑Not Observable 1 ❑Not Applicable 303.2.Z A protective covering is installed Y ❑Complies ;Requirement will be met. [FO11] to protect exposed exterior r '? _❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. "� ' ,1 G. .u• ❑Nlicable ot App 403.8 Snow-and ice-melting system ❑Complies Al [FO12Jz controls installed. ❑Does Not ❑Not Observable 1 & ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) I 2'; Medium Impact(Tier 2) 13. Low Impact(Tier 3) Project Title: LESLIE RESIDENCE Report date: 12/09/14 Data filename: GALESLIE-03\LES-03-DOCS\LES- RESCHECK- 12 9 14.rck Page 4 of 9 Section Plans Verif ed xField'.Verified :`; � <. f:. x `. �, - # Framing/Rough In Inspection 'Value. #' Value Complies? Comments/Assssumptions &'Req.ID ': Via• '`' 402.1.1, :Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3, ; 402.3.6, ❑Not Observable 402.5 ;❑Not Applicable [FR2]1 ; 303.1.3 ;U-factors of fenestration products ❑Complies !Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not , with the NFRC test procedure or 1 s � ^ , a' ; ;taken from the default table. " - []Not Observable , ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier x �x "�`. ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. f []Not Observable ; ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting El Does Not ;AAMA/WDMA/CSA101/I.S.2/A440 ' " or has infiltration rates per NFRC ' ❑Not Observable 400 that do not exceed code '' "'° � .[]Not Applicable limits. 402.4A IC-rated recessed lighting fixtures ,' ' '� "�'Y`. +' []Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish " ❑Does Not and labeled to indicate s2.0 cfm "' } leakage at 75 Pa. wt 4 '❑Not Observable []Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies ; [FR12]1 insulated to aR-8.All other ducts R_ R_ ;❑Does Not in unconditioned spaces or outside the building envelope are: ;❑Not Observable insulated to>_R-6. ;❑Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies ; [FR13]1 air handlers,and filter boxes are ❑Does Not ;sealed. Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as •y❑Complies .[FR15]3 ducts or plenums. t ❑Does Not ❑Not Observable ❑Not Applicable 403.3 ' HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 i above 105 sF or chilled fluids ;❑Does Not below 55 QF are insulated to>_R- ; $i 3 ;❑Not Observable ; ❑Not Applicable 403.3.1 Protection of insulation on HVAC []Complies ; [FR24]1 ;piping. "� °°�; ❑Does Not -,u °` []Not Observable ; a. i ,. :f ❑Not Applicable 403.4.2r. Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2 6 zR-3. ;❑Does Not } l' ;❑Not Observable t❑Not Applicable 403.5 i Automatic or gravity dampers are `1 R ❑Complies ;Requirement will be met. [FR19]z installed on all outdoor air r ❑Does Not intakes and exhausts. '44 x []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3''Low Impact(Tier 3) Project Title: LESLIE RESIDENCE Report date: 12/09/14 Data filename: G:\LESLIE-03\LES-03 - DOCS\LES- RESCHECK- 12 9 14.rck Page 5 of 9 k 1 High Impact(Tier 1) 2.;1 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: LESLIE RESIDENCE Report date: 12/09/14 Data filename: GALESLIE-03\LES- 03 -DOCS\LES- RESCHECK- 12 9 14.rck Page 6 of 9 Sectionf Plans Verified� Field, Spf�ed # Insulation Inspection x Comphes? Comments/Assumptions:. Value. Value 303.1AII installed insulation is labeled , ❑Complies ;Requirement will be met. [IN13]2 y or the installed R-values 4 " , 4 ❑Does Not provided. .- _,• r �'. w , []Not Observable 4 ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- 1 R- ;❑Complies ;See the Envelope Assemblies 402.2.E i ❑ Wood ;❑ Wood ',❑Does Not ;table for values. [ 1]1 ;❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable 303.2, !Floor insulation installed per `' t `" p Requirement will be met.p � ❑Com lies , 402.2.7 manufacturer's instructions,and ❑ Does Not [IN2]1 in substantial contact with the . w underside of the subfloor. s, ❑Not Observable ; ❑Not Applicable ; 402.1.1, ;Wall insulation R-value.If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least%of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 :wall insulation on the wait Mass [IN3]1 ;exterior,the exterior insulation ❑ ,❑ Mass :nNot Observable Is requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable ; 303.2 Wall insulation is installed per g fie F� ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. n, s ❑Does Not �; h ❑Not Observable ; ,_ ❑Not Applicable Additional Comments/Assumptions: v 1 High Impact(Tier 1) 1..21 Medium Impact(Tier 2) 3``Low Impact(Tier 3) Project Title: LESLIE RESIDENCE Report date: 12/09/14 Data filename: G:\LESLIE-03\LES- 03- DOCS\LES-RESCHECK- 12 9 14.rck Page 7 of 9 Section , ; Plans Verified Field Verified' ' :# Final Inspection Provisions Complies? k-Comments/Assumptions Value ` Value Y &:Req.lD € .e 402.1.1, ,Ceiling insulation R-value. R- ; R- ;❑Co' mplies ;See the Envelope Assemblies 402.2.1, Wood '❑ Wood ❑Does Not ;table for values. 402.2.2, Steel Steel :❑Not Observable 402.2.6 [FI1]1 ; ; '❑Not Applicable 303.1.1.1,;Ceiling insulation installed per , E ,❑Complies :Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ❑Not Observable ; 300 ft . ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ; ❑Not Applicable 402.2.4 Attic access hatch and door ; R- R- ❑Complies :Requirement will be met. [FI3]1 .:insulation>R-value of the ;❑Does Not :adjacent assembly. co ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ',[]Not Observable ' :,[]Not Applicable 403.2.2 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ; ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 Air handler leakage designated ,yY ; ❑Complies [F124]1 by manufacturer at<=2%of R 'v ❑Does Not design air flow. ��ti���� " ❑Not Observable ; ❑Not Applicable 403.1.1 ::Programmable thermostats ; ❑Complies ; [FI9]2 j installed on forced air furnaces. ' s` "` ❑Does Not ❑Not Observable ; ❑Not Applicable 403 1 2 Heat pump thermostat installed dh ` ❑Complies ; [FI10]2 on heat pumps. , ❑Does Not 64 ' []Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies ; [Fl11]2 systems have automatic or ❑Does Not accessible manual controls. a� []Not Observable ❑Not Applicable ; 403.5J All mechanical ventilation system , �;. ❑Complies [F125]2 ,fans not part of tested and listed f ` ; ❑Does Not HVAC equipment meet efficacy and air flow limits. I ❑Not Observable ❑Not Applicable ; 404.1 ;75%of lamps in permanent ❑Complies ; [FI6]1 fixtures or 75%of permanent - '' ❑Does Not :fixtures have high efficacy lamps " ws - ,Does not apply to low-voltage , ❑Not Observable :lighting. PP y g � °kwk ' ❑Not Applicable 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3'Low Impact(Tier 3) Project Title: LESLIE RESIDENCE Report date: 12/09/14 Data filename: G:\LESLIE-03\LES-03-DOCS\LES- RESCHECK- 12 9 14.rck Page 8 of 9 Section ,. s x ar "" #. ,' n" ', .tx .:. t # Final Ins action Provisions- Plans Verified Flelo Verified ' '� p - %b �Co.mplles. Comments/Assumptilons= &'Req.lp Value; � ;0 °. �Value .7, „. 4.04.1.1 Fuel gas lighting systems have ,, , ❑Complies ; [F(23]3 no continuous pilot light. a ❑Does Not J � " ❑Not Observable �l ❑Not Applicable j 401.3 Compliance certificate posted. w. s ' ❑Complies ;Requirement will be met. [FI.Z]z ❑Does Not 4 �Y.x ❑Not Observable 1 r�' ❑Not Applicable 303.3 Manufacturer manuals for `❑Complies ; [FI18]3 g mechanical and water heating � ' " '" ❑Does Not systems have been provided. ❑Not Observable ] - ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2;` Medium Impact(Tier 2) 3s' Low Impact(Tier 3) 'Project Title: LESLIE RESIDENCE Report date: 12/09/14 Data filename: G:\LESLIE-03\LES- 03-DOCS\LES-RESCHECK- 12 9 14.rck Page 9 of 9 �J( 2012 IECC [energy [efficiency Certificate M Above-Grade Wall 21.00 Below-Grade Wall 23.00 Floor 30.00 Ceiling /Roof 38.00 Ductwork(unconditioned spaces): Q... MEft M Window 0.35 Door .( .. Heating System: Cooling System: Water Heater: Name: Date: Comments c� �S � \L COO PF-9— E.W. Drew, Inc. _.: .._... ..... : 1 tecciaCal Gxt.in,cuo;t 10:3A'Mid Tech Drive West Yarmouth,ALA 026 1 7?[3r�sz r;508-778-0<23 Fax::508-771-1089 t jh 6 dr CC@i CoMcast:caet To whom it may concern. As of December 08,2014 the main electric service has been,disconnected by E.W. Drew Inc. from: 219 Green Dunes Drive Centerville, MA 02632 Thank you Eric:W. Drew President i �-a ry4W AV-so a-so j .t-V CaiCFAL./G PA. f� 1-- ---- —f �— — ——— cus r PROMSSH I + C=JQWAJAW PA cuaTcK rieaa.S n a _ e_ MTD, MAFIOGAPIY RAL _ &"UP k% x, ---- VATOR VA MA&f0GQ*y-14waAp �� � � 2� SorN cti CJOAT& � @ T I n BAR R1�OtAt x so Tram I CUSTCHMANOW&r� Au.eAi► ��\ ® RM. �, I —————— — — _- CATHFVAAA-u G ♦r iov� I AIGVF BEDROOM Ip } I 4 \\\\ ml®EN O wren n T� 00HICICIT �+- I d„ i 0 I ® i i ® " ► ® ® �� — -- —— ————— ——-- " 11 Ga 'LOON PLAN 4T-2' GA .,t A M, y°& 69 C gAAC,gTc� r. •,/ J1 . r Z O Ul C��9ti N o LI,) c1�- O P 0 70 CT p r r r L N r Y 11� ys?$Ln � �.. 76 N rtl \ Z 7. �X 0`MHW 7' O.A. T \ 68'0' i ISEPTIC SAS SYSTEMZ- 23 CD HOUSE TS 26. GRFFE 26.50 / _ ..•. \ C� \ 6.00 (SLAB) J r• .ems`' - _ .:�� TW � `r \ \` - 2 ` �� roo2fii0 \ i ^\oP T BW 25` 5 7.38 \ 3 / 2q / �2 5�0/ I 23.59 \ �^ / SLOPE BSMT FFE 17.50 \ \ /\ W 27.15 �„�cCn I 1 o rZ . -\ 25.65 2 / -off. !@4.18/0 000 7. �/0 / / 6- UA � 2sAb 25.6 1>3-�/,Q �p c�I b 'u, 93 N N \ /X\ Z NP ,t�,` Y'3 > i� y �.� �: 2\60°� 4.87 24.88 2 23 `S:' ( p "� SLOPUA I . �p I N AREA p/o FFE N I O O 25.42 LAW26.7 �3 �� ,'p viol D rn1,30 co 25. 6.16 I ,. c 25 6 /O +25. o µ; ��=' i, `'::: set •\ -I>�% Lip Ak s • ��,� Qi[- � 23 � M25.8 26-.86 \ :40 6Q6p°I°�L6 1 \ 25 C�o aJ %O� a GARAGE 26.4 I o S ; 2-1.33 ,o I \ �� i �O i vr, n .72 a O�y O 'Jr /d�4 27.3 27.33 rn + `ti X ,* "'�4 ,• '•''�'``'Y'-_1' rji4:� ,c dy rj - '!t"�,'��..•• _c�-Fps ns •,.�:�'�hY���C��)'-T_�: HP 24.1 n.,o Z \ I � 22. ll Ai / 22.82 Fn+mwm {i a . �rk�, :*cQ 27.02 . v o / p O \ cam °""°'. rr .y. •• �. n G7 3 ` I i DRAIN :�aE -- (_. 31. •,x�- �� � � ;h,26.83 S, � .33 RIV ja \ Q GARSA F FE 1 B A MAX WARIER ° ,:'. ,5.• �: / o- - - �� o _ V.ESE LA 26.75 21. V. gBANA h� N }`" \� 1 n tiry _ ills i , t 4 (/ Y• v BEN 1)�11iTE L 171.45' I�,A .. \G % r . ,i01 Z % , I 3g 8 ,0 0, CONCRETE FOUNDATION , M TF 26.8 Top cogsTA l BAN K W T � u T 1'T PLOIF PLAN - - . DCE `#99-377 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING 'A BUILDING PERMIT, ,NOT FOR- ANY OTHER USE , 219 GREEN DIES DRIVE ° LOCATION WEST HYA,I®NIS PORT, MASS. EDWARD- � PREPARED FOR: SCALE 1„ 50'_, DATE„: APRIL 4, 2015 AND 1TA LESLIE OF Aggs90 REFERENCE ASSESS MAP'245 TARCEL'24 ©= DANIEL L) OJALA N I HEREBY CERTIFY THAT THE STRUCTURE A No,40980 SHOWN ON THIS PLAN IS LOCATED ON THE " GROUND AS SHOWN HEREON. - °FESS+o off fox 508—5w 362 OW r e e down cape engineering, inc. C!V VIL!L ENGINEERS ------ LSURVEYORS h ------ ------------- 939 Main Street — YARMOUTHPORT, MASS DATE REG. LAND SURVEYOR . r ., SEASIDE SANCTUARY 219 GREEN DUNES DRIVE CENTERVILLE,MA // \\\ m�` a•-off` • a._o�. ,o�'� //�//' \ 6L \ \ �I0 tow4NARcw,EcnRAL B�pJ - a/ // / LINE of PHANTOU O \ \ ELL—EN ABOVE \ \ Na 1U8 AL 18'-2'yAUE% LINE of OROPPE ARENnEO \ \ - HIGX A80YE ETTNRAL BE NS •� /// \ m \ \ OAA o '/�� —————— �� B;o�• /// \\ GENERAL NOTES: \\ t19 \\ LINE OFP NTou 15.00' iS00' / \ FA ILY ROOM Rt'—EENAL 6._ABOIK E% // LINE OF PHA ATou / / COVERED PORCH // �� ROLLSLREEN ROVE o e.ceP \ ' HCH / \ \�N041NAL 18'-T W.x ./ /. \ \ wi wnllon ocm*svae al ft Inn W.ov Nc,wmen SOD• rn-s•wcH.. / \ \ nrcnimci. \ \ \\ �\ /�� / \5cP 1 \ / t'—Aa tw. po �/6j�, ♦ / / o.�ns.�eH.,�.bromew�w.eH.� toa \ T y / S.D. _n COO ORCH x / �\ �\ tta \ \ \ \ \ DMMG ROOM / \ G / — p +G 9 / O KITCHEN J` x t 1 ` \ / \ / \ NICHOLAEFF ARCHITECTURE+DESIGN \ \ \\ \\ \ \\ t0 OOM 891 Main Street PIA O R ` Osterville,MA 02655 HALL T 508 420 5298 \ \ \ nc084202 �:0.E0 ARCyF i holaeff.c :� HER CLO. \\ No.65N 2.^c_ \ \ \ \ HOf MN CP S.D.lF \ \\\ \ STAIR / \ \\ S.D. 1 1 2 11,6 MALL Q cP Oz 103 ELEV. COVERED ENTRY 104 t \ HALL HIS QD. \ \ \ 11 5 \ DRAWN BY:DN/AH HIS BA - r SIDE ENTRY SCALE:AS NOTED •�``y'�I LAUNDRY 'DATE: NOVEMBER 5,2018 1 . COVERED ENTRY I I - \ i --_ - ________ CP t -___i I 105 I I -______ PONDER 1 \ \ P TRY / __------------u IE=EI______________ \ N � GARAGE \ \\ .Jt"Qc3rO� pp \ 25 \\ \ \ PONDER + \��` \ \ O TITLE: FIRST FLOOR PLAN czp B�r118t3b1e Bldg.Dept \ Approved by' �0� p��c�� Permit#: / All e/ FIRST FLOOR PLAN SCALE:1/4'=V-0- 1 ., SEASIDE A� IS SANCTUARY ( 219 GREEN DUNES DRIVE CUSTOM STAINLESS CARLE RAIL AND STAINLESS NEWEL - CENTERVILLE,MA POSTS WOO D OD CAP TO MATCH E—NG WAIN nOUSE DECX RAILING W MIN.nT.RA—S-1 SPACED MAT A!SPIRE CANNOT PASS • t'S IPE PLANXS W/.CLONCEALED FASTENER S.161. FU OVER OX PBO ERED SARNATL ME4 AANE OVERO3/N•T" PLYµD.-WMED TO Pl— /R•PER FT.ONER DECN 2 _STS 018.O,C.(SEE—C.—DWOS) - as _. GENERAL NOTES: NEW]%e SNINGIED NEW 3X8-R.ED 'ALF-WALL µin F-WAu WTn PANTED PVC CAP PAINTED PVC CAP (SEE DETALS) (SEE DETAILS) , I I P �0\b`?yo�l \55o i S.D. S.D. /yi✓' / NICHOLAEFF o .t ARCHITECTURE+DESIGN / 891 Main Street 05tennlle,MA 02655 �j' / • `� F 508 420 ` S.D. + .REU AR' I I S.D. `. nicholae S ff.c aE nlcHo c I I o I o m I � I .D. o�No.6S22� N 0f MA II ' —_—_———— A / I ZOPLN TO BELOW/ r DRAWN BY:DN/AH PLATFOR AT 2ND FL - SCALE:AS NOTED R LEVEL W7 NOSING AND SKIRT -- BOARD DATE: NOVEMBER 5,2018 Ids TITLE: a A1 . 2A SECOND FLOOR PLAN SCALE:1/4" 1-D" 1 • SEASIDE ' SANCTUARY All A F 219 GREEN DUNES DRIVE CENTERVILLE,MA - • TARERM RIGI0 I—LARON PITCHED TO m RDOR EDGE TIP A GENERAL NOTES: PITCH r/FT P o°H f'/FT rew sn n moi n oabna on 15.00D' MOOD' �a ,,,e a uoi a a.°�°vaeaa�,.e �romm�Nm,,,m°rc.A,�,ax�Ina.HOP aw,aPi i P 4'-0• 4'-0' a lsl�r AKnIm°.,I„CWnw w�+aa°wu,°nn.,m,a.eNvaaa . - - P� I I �•y�� ,ry^y -. •.ro�,.,m°s°mencaa. �°ron^oDas.e,oeavntomme lb N 0. P I I ' \ p OR. w C.. \ 1. PITCH 3'/PT, �P O 1 Ge 9 � t , \ / /t S.D. S.D. � NICHOLAEFF • ARCHITECTURE+DESIGN o q S.D. 891 Main Street / OsteMlle,MA 02655 T 508 420 629 //- / • \� n c O8 420 2 laREiU ARG y ' I olae ' \ S.D. �._ oe r c S.D. • NOiM II I I � � I OPEN TO BELOW 7 a`' I / /// - DRAWN BY:ON/AH PLATFOR AT 2ND R. - - SCALE:AS NOTED LEVEL W1 NOSING AND SKIRT BOARD DATE:NOVEMBER 5,2018 �s TITLE: DECK DRAINAGE PLAN A1 . 2B DECK DRAINAGE PLAN SCALE:1/4„ SEASIDE { SANCTUARY `t 219 GREEN DUNES DRIVE k' L CENTERVILLE,MA - - - — GENERAL NOTES: - ` ^ • J 10 i0_ PIDLE - - - - _ - - _ .. - _ - - - - - - - NICHOLAEFF ARCHITECTURE+DESIGN _ 891 Main Street Ost—ille,MA 02655 - - T 508 420 529 c o8 420 2 n t._0.E0 ARC Ht IF ♦ h laeff.c ic,yo c • • - a tOP Of SECOND YJRELOOR -- _ _ — FF 91 F Rl �r Lfy-ld6T 4 ' 11:1 ® ® a DRAWN BY:ON/AH . SCALE:AS NOTED u� DATE:NOVEMBER 5,2016 LL] iDP%F FNF SUDRDDR_ a a ` _ a ` ` _ `� _ ELF _ _ _ _ . . �ioP or sLAe TITLE: _ _ _ _ _ _ _ _ _ — _ — — — _ _ - - 6. A2 . 1 ELEVATION SCALE:1/41,_1-B" 2 TOP OF RIWOOD Po ' ° SEASIDE EL��r.y4j2 OBE SANCTUARY ' 219 GREEN DUNES DRIVE 12 12' CENTERVILLE,MA 8� 44' HURRICANE RATED CUSTOM PYRAMIDAL METAL AND GLASS SKYLITES.WASCO.E-SKYLITE OR EQUAL SET ON 2X4 P.T.WOOD CURBS AND CURB-FLASHED TO ROOF DECK MEMBRANE PER MANUFACTURERS RECOMMENDATIONS TYPICAL DECK CONSTRUCTION: x 6 IPE PLANKS W/.CONCEALED FASTENER SYSTEM, OVER 2X P.T.SLEEPERS®16'O.C..OVER.060 GENERAL NOTES: FULLY-ADHERED SARNAFIL MEMBRANE OVER TAPERED RIGID INSULATION.J"/FT PITCH.OVER 3/4"T&G PLYWD. _ OVER 2XIO DECK JOISTS 016"O.C.(SEE STRUCTURAL' DWGS) ° " " °,eev sro aMea M°.,etl°ro iDP OF SECOND SSu PIO+ STAINLESS VERTICAL CABLE-RAILING SYSTEM WITH " oMya eorow Nrrwlmn,n,rr,von,,,c.rbP°"mereor seou ElVw T — — — — — — — — — — — -WOBB-HANDRAIL AND 3"SQUARE STAINLESS M Mwrem. vrco�mrmuroreM� :°seas NEWEL POSTS p4"" "O '"'• '°"° CUSTOM PROFILE PAINTED PVC TRIM WITH CONCEALED GUTTER TO MATCH EXISTING EXACTLY iuye,ra°"r aimr"ve"�"e°"me arewnRc.°wv aewnpa er,a MOTORIZED PHANTOM ROLLSCREEN W/4"ROLLER 1°ro °me eno"n°"or mo°,cn.ec+ee�°m m° CONCEALED IN DROPPED ARCHITECTURAL BEAM - wory nes cororoerc°a. PAINTED 5'INCH V-GROOVE PVC SOFFIT OVER 1x STRAPPING®16"O.C.AT COVERED PORCH CEILING ' 14"CUSTOM PROFILE SYNTHEDC ARCHITECTURAL BOX COLUMN WITH CONCEALED TS STRUCTURAL COLUMNS AND DOWNSPOUTS. i0P Off FOR SUMO } NA, iOP Of SIAB ' BUILDING SECTION SCALE:1/4"=1'-O" 1 NICHOLAEFF ARCHITECTURE+DESIGN 891 Main Street Osterville,MA 02655 `r T 508 420 529 n 08 420 2 �c EU ARC Nt _ i holaeff.c HwAo c OILED TEAK HANDRAIL 2/No.6522�_ 01 3"SO STAINLESS TUBE STEEL nor M* NEWEL POSTS , • 1/8"SS TYPE 316 CABLE ' 3 3/4"O.C. r ' TS 10 1/2X1/8',SS HORIZONTAL ' • - ILO 060 FULLY-ADHERED PVC MEMBRANE AMIDALROOFING(DUROLAST OR APPROVED METAL AND GLASS L SETE. 2X4 EQUAL) E-SKYLITE OREQUAL SET ON 2%4 P.T.WOOD CURBSAND CURB-FLASHED TO3/16"PER FT.TAPERED RIGID ROOF DECK MEMBRANE PER INSULATION(J"THICK MIN.) DRAWN BY:DN/AH MANUFACTURERS RECOMMENDATONS3/4"EXTERIOR GRADE PLYWD.DECK- C%6 IPE DECK PLANKS STSCREW&GLUECONCEALED FASTENER SYSTEM& SCALE:AS NOTED NATURAL FINISH1X IPE DECK EDGE FASCIA 2X P.T.SLEEPERS16"O.C. GATE:NOVEMBER 5.2018 ROOF MEMBRANE MANUFACTURERS FLASHING.DETAILSLOPE 1 4'PER FT. 20 OZ.ZINC-COATED COPPER LINER CONTINUOUS®GUTTER W/LOCK SEAL GUTTER EDGE. 2X8®16'O.C. ,� PAINTED AZEK TRIM SOLID 2X BLOCK'G 6 " _ ---- ASSEMBLY SEE FULL SCALE (2)1.75"X 9.25' - W14X26 FLUSH �+ TRIM PROFILES LVL HEADER 2%10®76" BEAM WTH SOLID -3_2LY{yf10ByROTACHk 2X PACKING AROUND 2X8'S AT WEBS Z -1/2 DIA.COPPER LEADEROLDEREDINTOGUTTER INER AT ARCHITECTURAL coLMMN TITLE: LOCATIONS BUILDING SECTION PAINTED AZEK BACKBAND 3/4"PTD.AZEK SOFFIT (SEE FULL SCALE TRIM �. _ NEW FLUSH CURVED RIM: (12)LAYERS PROFILE) REMOVABLE PAINTED PVC I•-2" i VARIES LAMINATED.LAY EXTERIOR INRRADIUS ADE YSWHOOOWN BEAM SOFFIT PANEL FOR AND GLUE/SCREW W/(2)ROWS 3" ROLLSCREEN MECHANISM ` GALV. SCREWS OFF'!"O.C. AND WEST ACCESS SYSTEM EPDXY.OFF-SET OPPOSING PHANTOM MOTORIZED BUTT JOINTS BY 48'AND INSTALL ROLLSCREEN WITH 4"ROLL FLUSH HANGERS. 14'CUSTOM PROFILE PAINTED 5"INCH V-GROOVE SYNTHETIC ARCHITECTURAL J PVC SOFFIT OVER 1X BOX COLUMN WITH I STRAPPING m 16'O.C. CONCEALED TS STRUCTURAL COLUMNS AND DOWNSPOUTS. A3 . DECK EDGE DETAIL SCALE:1-1/2'=1'-0° 2 • • � SEASI:DE�'"' 0 SANCTUARY 219 GREEN DUNES DRIVE CENTERVILLE,MA c'a�c wm.ism � % I-r 50ca z rcn ulo ♦`> v�mom<>»Tx "MUM RIOIXpIT f>el DOI-i GENERAL NOES: `♦` \ 1, I � / i/ _ .%J u»I+one p«...wa,a..n..�awaer.wo�a.,.a mm ``♦ \ 15 ` IS % i .war...ra,ro�m��aaemmpoaw kmaan ,i �`� %mrwOO`io soma - ��w ro msmaAptie ra'°mwa _ __ mu cam \ , / / Duel ays sam \ 1,. `\ I. % /s , o..«.�a,...mm,,.m.mw«aw•.,.mmwoa. \\ r 6L I � i I ` `♦ / \\\ / 59 1 ARCHITECTURE+DESIGN 891 Main street OsteMlle,MA 02655 \ .. `\\ F 508 4220 2240 nichplaetl.com 14 <U pF M9� S FRIC I. - l CEO[RHOLM �` 5'iUCTpw�L C %�!� \`\ <' ♦\) _ C / C�/ DRAWN BY:DN/AH \\♦ \``) SCALE:AS NOTED \ </ i / ' ---- \ l yy I \`1 I DATES NOVEMBER 5,2018 j I I i I J ' ------------------------------- / O l t o l l ♦`` i / / \♦ ' ------------------------------ TITLE: DECK FOUNDATION PLAN Si . 0 DECK FOUNDATION PLAN S. 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TO Ep I RADNs owl « \ \\ / ♦ ! \�\ o \\ \ w/< R ws •cAEv. wsT�nusXTEM Hs +mNrs BY /„ \ \ _I /�, \\♦ —y/ ,r i I / aaD E rc � Ay \ I )! Y'sV\\\ ' ♦ \0 �.\, V/� ` ` \ (��7��,�/ 'Q1 /,/ �L,.._ rF I Posh ( \ / \, , \\� //r I �. 41 //," NICHOLAEFF �_ �y---•�`�/ fj!r: I°s //cY R / \\i \� / ARCHITECTURE+DESIGN \\ I ! I \ � \ \ 891 Main Street B e� ,� �_��_ °7asoea2os29eess A ® \ n /, \ I \ \\� I ,// \I�II \ (� \�Wj°i i �`�.$ '.I /i\ `\ F soaazozzao °: / nicholaeH.mm \ \ \\ \♦ r > \ ----\ \y I ♦ X N � /� N 3�962 />� 1 "Vol" �v ♦ / J JJ \ / \\\ ♦\\\ \ / \ \\ // 1j ,//�1 \♦ / / \I / / \ \ /a / / NL_�II '° / 11 � �\ / It�l / /y III V /y I \\ /n\ \ \\/ i\ ♦ DRAwrv.BY:DN/Ari , // \\ \ \ // "\ `,\^ \\ I / IIP p � / \ \ •� � � SCALE:AS NOTED �r { I DATE:NOVEMBER 5.2018 ,///r/ \�� `�\ // �Y y ,, \d`\ \ IG 6= I I \p♦ I I i I i r / ,/° ♦\ / \ ♦ \ \ �`\\ \ �--- - `\�� I L J may,/ r I r FQ III \V/ I / j JI \\ >�K \ ,. /%OV ----------------------- / p ♦ \\\ , \\� TITLE: >!!�� / // DECK FRAMING PLAN .FRAMING PLAN LEGEND p 3.5'DIA.X 3'GALVANIZED TUBE STEEL COLUMN FIRST FLOORPLAIJ SECON➢ FLOORPLAN DECK FRAMING PLAN SCALE:1/a•=,'-� taeN, ,,. SEASIDE SANCTUARY GUEST HOUSE �scu ARYL. ,f �219 GREEM DUNES DRIyE� ws 219 GREEN DUNES DRIVE CENTERVILLE MA ; CENTERVILLE MA � ��� � #" Ba=stableBldg. a t. o Approvedby, GENERAL NOTES: permit#: m,.,.menm,eh,m.C mm 0 v N era a•.,n°ow,..,,�nmma o,w,..d,ro.,M�.U..av W7 wW: 17y 1 Wift 09 TICTORS REVIEWED ==EE:E1EEE a = 4* N7" DATE 9 . .......... IL �G'PfA°IUtFs AkE REQUIRI IPOR PERMITTING NICHOLAEFF .d ARCHITECTURE+DESIGN ISSUED FOR PERMIT 891 MaIh St.t SEPTEMBER 27 2018 5leMllp•MAD2655 T 508 420 5 1 n 5084202 ICh09pR.c " s o{me Nam°.65N 2 C ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST aeCXarsnzw D"ww1m CO UMNGRID OWNER 71A TITEsHEET I oe r AniH EI=TRSOSTF/ORADNIOFLAN .L - O SEASIDE SANCTUARY SANCTUARY' o �omO o.ce Mmm, 219 GREEN DUNES DRIVE AhDPOSD SI3E PIAN y ? age,. ,_Y mu me,° a°el fEPIM mem. T T CENTERVILLE,MA AIA BASFMFNLPIAN 219 GREEN DUNES DRIVE A°sPE�AroNs a F�°n romb°ro I 1 GP��Eu�MP PILE DETAILS w1.1 rI[RSTR MFLAN ' CENTERVILLE MA "� mw 6.enee ee� °a, �.I ;y,Aee " p,.w,q slow,.o° ALT secoND >oatnwN y} - mw P °� „ „ .,,,, ///���T���777--� roN, ow,.l BUILDER 'A13 RDOFPIAN m�v®i Go PpcWtExE ' e o°m' Sr m° EJJAXTIMER BUILDER,INC. A±1 ELEVATIONS aawoml Ftw P nee Mo pT a m'I..jw P m m ryy '' SECTION 853 MAIN STREET A9.1 BUQDR�sBcnoN DRAWN BY:DN/AH >, mmo PEF rcN'�mr «,rlmr.Ewr OSTERVILLE,MA 02652 A.1.1 DE[A"S I Hart s m Awl °�muron e.ce o°uw ,I .. „a,or..,cmmao a°w,a.e P P a pmw,p slawm oe ne° arknormi � gbe°smaw R�Es eu^.u � pNCPETF _ (508)771-4498 A4.2 DEIAIIS SCALE:AS NOTED SITE/SURVEY sTnLcngcwnxatFLnw ;: �nl�ro WALL TYPES -- �IELew°m Gn cvw.. ewcn DOWNCAPE ENGINEERING.INC. SI.D FOM4)AIION PEAK DATE:SEPTEMBER 28,2018 R .. u --oema nn,mne. 939 MAIN STREET,ROUTE 6A SIA FOCSPFRAMRIOPIAN. RIT YARMOUTHPORT,MA 02675 SLe SECCINWRAIMNGFIAN Nicholaeff m �� w°eb Ro op.Ng ? o cP xP (508)362-4541 S13 ROOFFRAMII:OPIANIII b"11 . • �° DOOR NUMBER '7_✓�_..._._._._ri S4.1 FOLTDATIONDMUS. 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TR. -;yp' G`(� 'I Il �p� 14 DRAPER ROAD '� ,r'i r \t m., ,,,.r-` / J \ •y �� /per_ /iro DOVER,MA 02030 Ate/I REFERENCES f CERT A 206917 E \ �'\p;-:,�! \ \ d-i ✓°1' \•__� / i I r•^ \>„ @ \� LCP 15694M LOTS 68&69 i BENCHMARK: \\ fro r�{-• I, o'T.:\ yd; \,I /" \.._ NOTES `L�. +� � I� I"' /m�?, 3 \ 1,DATUM IS y�y@ (GRADES READ TOP OF LAND COURT BOUND \ �f 4"°` `'"`"O' 1.25 LOWER THAN PREVIOUS SITE PLAN I \ ELEVATION 21.5'NAVD862.w/ Lxy11 ' ,1 �' i q. FOR CALL CONTRACT NG ODIGSA=EL BE RESPONSIBLE ` �J1 (1-888-344-7233)AND VERIFYING THE LOCATION OF ALL UNDERGROUND& , W\ \ �" r °" OVERHEAD UTILITIES PRIOR TO yr\'j COMMENCEMENT OF WORK. L`•O �- -GOMIbN HE OWNERSHIP 3. BUILDINGS ARE NOT LOCATED WITHIN i J `•'� } �✓-tlSa° r,]\ t/-' __ ___'_—_ 73,\ _ it tAil3llr///�,I„ \. t A FLOOD HAZARD ZONE rX BASIN. IT__-_ ( �,o � 3•. _i ti PAISVEDNG ZONING SUMMARY DRIVE _ _.____- _ __ \ W\_]/�3[/ Ae .... -'V2g• `\ -=V ZONING DISTRICT: RD-1 DISTRICT -"'7 .MIN LOT,SIZE... 4356Q.S.F.... a•T `_ \ i 'J'I �,.r� , > :�.. ((\8 2 (Q� \T 0T 66 III '4/ye----_..� \\`�sw I _MIN LOT FRONTAGE 20' rc Dss Wn 9 _ -- 2 T 6 /' `\ -W �_ MIN. LOT WIDTH 125' �� .•� / / ( \/e>p;} Ii L, 1ANO \ i \ \ 4/ '• �- I MIN, FRONT SETBACK 30' c4C N4$'31'04 Y(__ U"� --�--' �• ; "\ I MIN. SIDE SETBACK 10' GRAVEL 10:T.fi1' •\Ti3.XE..NCHMARK: \ MIN. REAR SETBACK 10' EXISTING 8 8EDR00µ c {(y(y.�OL]� CATCH BASMAX. BUILDING HEIGHT 30' I SEPTIC SYSTEM -/+t i i •�/ /:Lnyh 24.3'NAVD88 SITE IS LOCATED WITHIN AQUIFER '� I i •+/I\"+ -15 ASBUiI�/ A l` !`�' )'R �' I y�\ PROTECTION OVERLAY DISTRICT L �rHOUSE (, O LOCATION i " , ( \�' APPROX. q"+i FROM p"k Y.LF. TOWN j f7 wo lit BASYN AND N/7 .i./j t+1 /`• .�`. ------- PAVED id24.95 THIINv,1a6 L PATIO DRIVE �1 �'+•hO� MAP 245 /% e' �,�?5.6 LEGEND \-� 23 i I in 203 � / i/ I r, , O M —Pi" EXISTING CONTOUR \"A ` LCP 15694G r '' ^ ; LOT 50 ~..•T�, / 'EX/STlNG <�i`,R.,N. —(99}-- PROPOSED COMDUR -/I/ - I�'I; --� ----,.,;/� DWELLING „v I d [9B.4j ,PROPOSED SPOT EL c-\ `}Jl`a, ��!1 FFLR>26.I' ✓/� ' ".i.9 ur THI `\ ,< J` ) •�', ^%� -1 n '//ryt `i•` , I 4�:i>>1 a' .TEST HOLE "/1 ��•l, ("•.,,,_ k lor, ZF.,.p ` \ /' I `\✓`� N h `lir UTIIRYBPOILE. \ \I �� `'`/ \ \,�. /7"�-i!..�PP1ME R✓.f -� ___•_•_____"_ FIRE HYDRANT <:C,' ^a4. U O MANHOLE COVER <1 �~-TEMP OECK� .� ul _.----.> d LL�L SEWER COVER GAS METER GAS SHUT OFF UG \,L4r L✓. 1^ _ 7APPR \'/ i ( •P ��,---'+�s -__...- f DR>11LL 'ti.+..►iT-- .. :,__ .__.-.-__._._._:�._• 2P,�.. t I /+ MONRORING WELL ti j!f/ ^!,.^1 'Y ���'• - �_ WORK LIMIT OkE\�.J��rm+Xc +(� WATER SHUTOFF _pS'� \•� .`{� '(!/i� _ �� ���`._.2�,,_ /00'OFF TOP COASTAL BANK; ,' C- GUY WIPE WATER DNE /i `\, I � _� \. \ � l ,.•- —G—GAS UNE / \T 1 \.I! \�L I FY ~�i I /� '°^ r I Y•.,,�`Iy —ONE—OVERHEAD ELECTRIC {{{L•"•• `•��_L%Wj ��SS??11 —T&E—COMMUNICATIONS 1 :•^'/ ��p'`- E%1$ERRY% // EDGE On UWN I^ \ ,J 1) I _ _ FENCE '+/S%(`I-r`�•.`�Y1~'' p4ygNnNG9 / MAP 245 < `,-LAWN"`\ "�.•...\. J i. I{ I Nmc:NOT,u meow wr AwsNT xmAlrwo 24 50_OFF TOP COAB- BANK I... _.EDGE OF LAWN 0 T •ti i.- REh^Flu 00 _ k r ZONE tE EL.i6ARD`ONE X -__'--_.•_" ,;-- - ^�'\;�-� -..l-'i+^ / _ �-r'_ k h FUG 9 I PUG B -- 1' '• _ ,��� fUG__B_ `�. 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OCTOBER 8, 2018 i I �j Scale:l"=20' NANTUCIMT SOUND \aaDAI,) 0 10 20 30 40 50 FEET Y<, ff 508-3 �' 62-4541 ,/ Ii,,R11\", I 1..108-362-9880 JI GJALA l 1 I •Gowntape.tDm dOWA cape engineefing,inc. :^, I civil engineers rr jjj''' rVy land surveyors ( •-.•/� 6. _ 9J9 Mola Street (Rto 6A) 1 U I4//r f(o ` YARMOUTHPORT MA 02675 LICE # 99-377 DATE DANIEL A.OJALA,P.E.,P.L,S. 99-377 UPGRADE 2011.DWG j Th LOT 45 1 LCR I S MAP �45 Z2 #(253\ % AP Iz so—Is rh X, LOCUS MAP NOT TO SCALE 14" ASSESSORS MAP 245 PARCEL 24 0T p 4. rv7 it 'j A E) 7SIAI ANOIAr V OWNER OF RECORD , 'SEASIDE NOMINEE TRUST ELIZABETH K. COTTER, TR. 4 DRAPER ROAD 0 DOVER,MA 02030 41) REFERENCES LCP CERT 15#694M206917 LOTS 68&69 BENCHMARK: NOTES D COURT BOUND I. DATUM IS NAVD S8 (GRADES READ ✓ TOP OF LA 11.25'LOWER THAN PREVIOUS SITE PLAN). N 2, ELEVATION 21.5'NAVD88 '2,roNTRACTOR SHALL BE RESPONSIBLE R CALUNG DIGSAFE -888-344-7233) AND VERIFYING THE FOCATION OF ALL UNDERGROUND OVERHEAD UTILITIES PRIOR TO __ '-",COMMENCEMENT OF WORK. w I S. E OWWE PSHIP /3. BUILDINGS ARE NOT LOCATED WITHIN w Cc A FLOOD HAZARD ZONE Tz EX.BAS#V EXISED77NG ZONING SUMMARY PA V ORIW fPNING DISTRICT. RD-1 DISTRICT IN.LOT SIZE 43,560 S.F. . ... .. ............. ............. C07�-_ \10, 68 i��1 .11 - MIN.-LOT'FKONTAGE'* 20" C MIN.LOT WIDTH 125' i)Z zj I I RL�, 6S 6,9 "A Atb 1 4-p\0 N 4'k' Al MIN. FRONT SETBACK 30' MIN. SIDE SETBACK` 10' -10�.61' BENCHMARK: MIN.REAR SETBACK 10' 11A"I EXISTING Sys I EX.CATCH BASIN 1t, MAX.BUILDING HEIGHT 30' 6 BEDROOM SITE IS LOCATED WITHIN AQUIFER I Iff SEPTIC V 11 EL.24.3'NAV088 2015 AS!UlL!" V, I �414.4 PROTECTION OVERLAY DISTRICT HOUSE SEPTIC DESIGN b, LOCATION #/ APPROX. EXISTING 5 BEDROOM DWELLING FRO %M tPROPOSED 2 BEDROOM POOL HOUSE TOWN it 'EXISTING 8 BEDROOM SEPTIC OK A RELOCATED F GENERATOR QSE GRAVITY AT 29 AS SHOWN(OR EX.BASIN AND 4 r,k�', NECTOR PUMP FROM POOL HOUSE TO ,��9 MAIN HOUSE PLUMBING IF RED.. y. 'XISrING -e. 6 V _e PAVED f 6,JH2 DUAL COMPARTMENT TANK,OK) INY.2A6 PATIO 1N177 MA 141 .0. I, LEGEND 2 D, 2 99-- EXISTING CONTOUR CP 15694C EXIS77NG -[99)-- PROPOSED CONTOUR LOT So Vb DWEL41NG FFLR�26.1 PROPOSED SPOT EL. THI 9\ V It INV 218 -11,-IN PROPOSED 19.1, UnU POLE ------------ INV.2Z. —1- POOL HOUSE FIRE HYDRANT V FFLR 201 TEMp uECK:;�'-, MANHOLE COVER 1 (9) SEWER COVER p `rykl 1 O CAS METER POOL GAS SHUT OFF q V A REA LIGHT V.4 MINITO INI WELL 0 I WORK L107 4/iE WATER SHUTOFF COASTAL BANK t GUY WIRE A It SIGN r t7 —I—WATER U I —1—GAS LIE—ONE—CV111EA1 ELECTRIC EX'"E'2111 —T&E—COMMUNICATIONS —X—X— FENCE 24 245 BppW MAP EDGE OF lA j b, 219 --`--O—FF—TOP-- — C � Lk- J EDGE OF LAIR 71 AR,, li SET 16Z_!AZARD C"C PLO FLAG 9 FLAG 8 ------ ON STATE EDGE OF OUNE ASSOC` TOWN No STATE AL I K FULA CS V Amw _� -�K ROE GO RAIL WOOTMRWAY D _:: CONCRETE ................. ......... -H NA. PROX, SITE PLAN II OF `'`=_ - #219 GREEN DUNES DRIVE W. HYANNiSPORT, MA II PREPARED FOR SEASIDE NOM. TR. OCTOBER 8, 2018 Scole;1"-20' NANTUCKET SOUND 10 20 30 40 50 FEET (TIDAL) .11 101:,3,12-1511 ,4 2-9811 down tape engineering,inc, civil engineers land surveyors r) 939 mofn Street (Rie 6,1) YAR14OU7HPORr MA 02675 DCE # 99-.377 DATE DANIEL A. OJALA, P.C., P.L.S. 99-37'/UPGRADE .................... I uil 1 I \ CrI PROPER \ \\ \\ �/\\ \ / o // \ I 1 I I/I j I 0 / 1 I 1 / 12_j j / % ��'- --/I------A_�_i 1 I _I 11. � __ -- __ "�/ � /- 1 1 /♦ //l `\___— I/ .21' r � --- /' \ v' '� 1 �i \\�♦ O° \\\- \ \ O ° \ \\\ ! ! I �1III I I p I / / I / ♦ l ( X \ '3 O \ \\ Q ,, o ---- ---- 41 If x !' : . ... i 11 i 1 11(! \I 11 li\I !! / i i !!! Y> 1 \ !� ! l 1 1 !l l 1.� ! 1 1\1\ I ! // � \ '�J � / !// lrl! / 1 / ! / ' \ A / / / 11j / / 11 !1�l 1 / I 1 l�ll /�� % / 4� ,t co ' \ lil, /ll \ ' ll lrl IIf 1 \ Izfllll I I ! ♦ \ ! 1 GABLE RO OF CENTERLINE OF GUEST OOUSE TO 1 11 Il Ill of-I 1 I fill I/ II /- V x H ALIGN WITH 1! I . I Il1 opt l 1 1 1 1 1 1.1 I r J I j ' CENTERLINE OF ll / I1I I/ !lI 111 I I i i / i / GARAGE BAY I Illitill fill O`I fit 11- / t ! I ,',','`/! / ' `\ O �O ( ,� 219 Green Dunes Drive lift \ / g> r l lilt 1 11 \1 1 1 \ \ \ \ \ 1 , -�-- �--- ���� v � / / HyannlSpOrt, MA BUIL NG `'b VJ 1 \ m`PROPERTYLINE—y`._�_ �- \ !! 1/ o / \ % Proposed Landscape Plan 275e temSer 2018 CRECORY LOMSA&DI DESIGN 2235 Massachusetts Avenue Cam Phone 6h1]A92.808 Massachusetts CFax 617.492.2909 01 C) 16' INorth Scale:,,-e=V-0" ��SEAS'IDE` j ., 1q.121S�RE DUN F E�$ CENTERVILLE-(v1A ' ♦,: GENERAL NOTES: •i uwnq en wuua pule n..: • gee M•Dy xenon.n�mo cAvpan�a• ••xveq • v vn ,n•v an •tlnwYy,•rop Nsrvyvrtl � n U,e•venvon Wuo•,cltlen bcewv yr �T - xwF n•v cunrn•mN. g12��'0 010 Q�P��gy28�2 NICHOLAEFF ARCHITECTURE+DESIGN 891 Maln Street Ostemile,MA 02655 T 50S 420 529 F 508 420 2 RED AHLF nlchclaeR. aE N�cHc F - mwscxs NE TRFAos SD�GQ $��pNo.a rc ANu wsExs, N-1— c ---------------- --------- Of M ---------------- --------------- -- -- --------- I1NE OF SiFFfl BEAU I - • I I --1 -- DRAWN BY:DN/AH SCALE:AS NOTED I I DATE:SEPTEMBER 28,2018 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES IN INCHES.G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR& WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, CENTER-LINE OF DOOR OR WINDOW,OR CONTROL POINT UNE,UNLESS INDICATED OTHERWISE. _ 3.ALL EXTERIOR WALLS SHALL BE 2XG SPRUCE-PINE-FIR#2 OR BETTER STUDS Q 16'O.C.,UNLESS NOTED OTHERWISE 4.ALL INTERIOR PARTITIONS SHALL BE 2X4/2X6 SPRUCE-PINE-RR#2 OR BETTER @ 16'O.C.,FULLY INSULATED W/36•UNFACED FIBERGLASS SOUND F';�-**`<�t-�e '-+T� :R -c;:;rs• INSULATION ITLE Eh B(�SEMENT PLAN� rs ,y `i. GENERAL NOTES 130 HARD-WIRED F- PHOTOELECTRIC C SDX0. SMOKE/CO2 DETECTOR WI H BATTERY BACKUP O HARD-WIRED PHOTOELECTRIC SMOKE DETECTOR # i $p, WITH BATTERY BACKUP e HARD WIRED WALL MOUNT CARBON MONOXIDE GG DETECTOR HARD-WIRED FIXED TEMPERATURE HEAT DETECTOR IIA. WITH BATTERY BACKUP ALL DEVICES TO BE WIRED INTO INTEGRATED BUILDING ALARM SYSTEM A1 . 0 FIRE PROTECTION 121 BASEMENT PLAN SCALE:1/4' 1 �INS -� KSAN TLJARIY'' a "F �. 2Y 9 Gf-aEEN DUNES DRIVE� � I CENTERVILLE(v1Nit r GENERAL NOTES: E. 1 39 4' nm..,e...,.m c....a.,a..anrw.,n•me....ma. 6' 4'-2 6• 14'-6 14'-6' 6• 4'-2' 6' �ls ------------------- ------------ I I I Ca„w s�. I I oz ° ----J ^ COSTp,EE°rAVPE°xRs� II L----Ds. ----- ""' ABDVE ABOVE ABDVE,1 ABOVE I yk Y Cps/%WSI�E l i I M 0 0 Q � I 7 B 9 0 ® 11 12 13 74 cauNNs w. �P g1 uxu uen --- Ives I ueu loco 3 AUAwALL � VANO B EFN DOOR Ion ^ PAxn.suaric YREEW a I Brsrzxx J ———— o n I DROPPED DLNO J .� ^Dea�ec w/CorE ucNas _ 75 Ae vE - F NfN00W U 5 I Wi EFEOI ONE' I I M 50 NAP 16 AD I � SOUK SCREEN FLIN I I ABOVE AN ABDrE 4 El ry 17 A NICHOLAEFF 2 DII ING 1oa ARCHITECTURE+DESIGN T se-� UVING ABouE 3 KIKIKxRr HEN _ LL I °890° 18 n 891 Main Street Oster Alle,MA 02655 ISJ/' 9'-1y' 5�• 11 7�D• 1'-7 '-7y 3'-10y' 1•m 3'-OY 4' 7 B T 508420529 F 508 420 2 v`J"wcAy nicholaett.c u ab nic"%Or'>s' ct L---- RERRO. ® S — B OF Y x 9a•r B - -- -- - - BWLT-a ---- AB 1 100 L_ LL —"E STAR 1v BASE ANo m 2 ® M3DRM�LAUNDR' 9 i oKs 6-6•F — 3 -- 2 �R BW 0 FIRST FLOOR DOOR SCHEDULE 4 I - o DOOR -III - -- D ssrowExaxiRx' —r -- n -- ° DOOR/ ROOM SIZE FIRE NOTES os SWING DIRECTION RATING e1GD9UPE 09 3 5RD'r6M� A WD HGT BATH 3}� 10 5}�• - — — Fh I I 1 DRAWN BY:ON/AH ll LEFT POCKET DOOR T. I --_ iuu DOW LEFT — wwAuu a rc Fnu+D DOOR EN 09JRE 105A STORAGE N WA - 0t151011 PANTED WOO DOIIHE DOOR SCALE:AS NOTED — NEW INTERIOR DOORS TO 1-3/4-SINGLE RECESS FLAT PANEL TIP UNLESS NOTED OTHERWISE.(FINISH: PAINT DATE:SEPTEMBER 28,2018 GRADE,POLISHED NICKEL HARDWARE). 0 6�6 2 1 6 20 na9 FIRST FLOOR WINDOW SCHEDULE 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES IN INCHES.G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED 6' q'-0' 1'-11JlL' 2'-6y' 2'-6J�^ 1'-11y' 12'_6^ 1'-11y' 2'-6}�• 2'-fiy 3'-11y NARK �� TYPE FRAME MATERIAL NOTES WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR& WIDTH HEIGHT WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE 4'-6' ll'-0' Vic 11'-0• 4'-6' 1 1 — PELLA OEM FOD TRANSOM 2 1 1 1 -1 — — NANA�ALL CUDD�IG DOILIIG■ON - 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, 3 1 1 — — PE11A G16101 iRAN50Y CENTER-LINE OF DOOR OR WINDOW,OR CONTROL POINT LINE,UNLESS 4 - 1 — — Pf31A Cll9Ttl1 fDD.D 1RAMSd1 INDICATED OTHERWISE. I I - — — 3.ALL EXTERIOR WALLS SHALL BE 2X6 SPRUCE-PINE-FIR#2 OR BETTER D 1 Q151O1 FMIRN6pl STUDS 916'O.C.,UNLESS NOTED OTHERWISE 7 - 1 — — PELLA FDIIFD 1RAN541 121 e - 1 — — PELLA RIED 1RAN5011 72I v.ALL INTERIOR PARTITIONS SHALL BE 2X4/2X6 SPRUD FIBER-FIR#2 SO ' 9 — 1 — — PELLA FD�D TRANSOI 121 BETTER ION O.C.,FULLY INSULATED W/3✓�'UNPAGED FIBERGLASS SOUND INSULATION 11 _ ; _ _ F91A F1IID iRA16DY TITLE .� Nr GENERAL NOTES 3 14 _ _ _ PELLA i,FiRsiFFLooiAE�`� � 15 ® HARD-WIRED PHOTOELECTRIC COMBINATION 1E _ 1- _ — SMOKEK.'02 DETECTOR WITH BATTERY BACKUP 17 1 — PELLA a61O1 F11DD TRANSOM SD/G6 O HARD-WIRED PHOTOELECTRIC SMOKE DETECTOR PELLA CLMOM DIED TRANSOM 19 1-4 1 1-3 1 PELLA CUSTOM ANif sD^ WITH BATTERY BACKUP e HARD WIRED WALL MOUNT CARBON MONOXIDE NEW EXTERIOR WINDOWS TO BE PELLA ARCHITECT all DETECTOR SERIES,HURRICANE RATED EXTERIOR WITH DOUBLE-PANE LOW-E GLASS AND STANDARD INTERIOR SCREENS-TYP HARD-WIRED FIXED TEMPERATURE HEAT DETECTOR UNLESS NOTED OTHERWISE.(KNISH: PAINT GRADE All DEVICES TO RE WIRED INTO INTEGRATED J ■ H.D. WITH BATTERY BACKUP INTERIOR,WHITE EXTERIOR,POLISHED NICKEL HARDWARE). +I BUILDING ALARM SYSTEM A FIRE PROTECTION 2 FIRST FLOOR PLAN SCALE:1/4'=7'-O' H S E�ArS �SANICTUAFiY - - 1 219.GREEN'DUNIES DRIVE, I QENTERIVILLE5,NIA ap GENERAL NOTES: 4'-6' 30'0' 4•_6• 2'-6• 4'-0• 8'-6• B'-6' 4'-0• 2'4' o.s° os0 I 1 zos L -1 • -1 DECK �i I we rwxs I 10 00 g12 I I ]ANY .. 4: I Q�PrglrL�l I I I I zos zoo I I I BEDRM#1 BEDRM 12 —a o I I I rx�T II I L---�- ---- -- I - ----- -I----J I I I Fli I I I 3 z.- •I I I ARCHITECTURE+DESIGN 5't- " 3_ I n . x + II —JI II IjI,I I - 8Q9S1l Main22R 0,0 S t5e'2se19d° l ewille.MA 0 2 +TH65 N.5 T 508 4 n508 4e204 208 ichOla CLO _ CLO SIRri I In 20 �BATH u ' o n SECOND FLOOR DOOR SCHEDULE / ilIIt _ I \' DOOR DRAWN BY:ON/AH s SIZE SHWR A6 °5+'.r•2oG'F a c FIRE 1 I I; I I III- I'll s ass ro I i DOOR/ ROOM NOTES SWING DIRECTION RATING SCALE:AS NOTED IIV+i:;I{,jI I eeo osnc O earl �i WD HGT 1;1�11:,:11 22 L- -1— - -J O L J - L_ 204A CID RIGIff — DATE:SEPTEMBER 28.2016 o-- --'r - 23 - - 21� ----0 205E BEDRM -111 - MA — wrrtB TOSC BEDRM - LEFT — PELLA LIAD FDDD E%1ERON DOOR \ ZDTC BEDRM - LEFT — FELLA CLAD f EXEMM DOOR CID LEFT 2ouA BAT1L RUNT 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES NEW EXTERIOR DOORS TO BE PELLA ARCHITECT SERIES, IN INCHES.G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED 2'-0• 4'-6• 4'-6' 4-0• 4'-0' 4'-6• 4'-6• 2'-0• HURRICANE RATED EXTERIOR WITH DOUBLE-PANE LOW-E WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR& GLASS ANO STANDARD (FIN SCREEN DOORS-TYPWINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE 4'-6• 11'-0• B'-0• 11'-0• 4'-6• UNLESS NOTED OTHERWISE. (FlNISH: PAINT GRADE ' 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING INTERIOR,WHITE EXTERIOR,POLISHED NICKEL HARDWARE). CENTER-LINE OF DOOR OR WINDOW,OR CONTROL POINT LINE,UNLESS 39'-0• NEW INTERIOR DOORS TO 1-3/4'SINGLE RECESS FLAT INDICATED OTHERWISE. PANEL TYP UNLESS NOTED OTHERWISE.(FINISH: PAINT 3.ALL EXTERIOR WALLS SHALL BE 2X6 SPRUCE-RNE-FIR#2 OR BETTER I ( GRADE,POLISHED NICKEL HARDWARE). STUDS @ 16'O.C.,UNLESS NOTED OTHERWISE 4.ALL INTERIOR PARTITIONS SHALL BE 2X412X6 SPRUCE-PINE-FIR#2 OR E17ER(D 1 O.C.,FULLY INSULATED W/3 z'UNFACED FIBERGLASS SOUND TI.1.LE'^!.' 'p�-+6 - ••yY "+ : SECOND FLOOR WINDOW SCHEDULE SECOND FLOOR PLAN 6 GENERAL NOTES 13 MARK WIDTH TYPE FRAME MATERIAL NOTES . `� z � � A <; ® HARD-WIRED PHOTOELECTRIC COMBINATION 21 2-11* 4•-11* — — USEt PELLA FDOD PICTUIE�DD�'�Y'FI-TEMPERED .�'+:�* � '2 SD/GD. SMOKE/CO2 DETECTOR WITH BATTERY BACKUP '4. O HARD WIRED PHOTOELECTRIC SMOKE DETECTOR 22 4-Af 5•-1P — — am - `1 SA WITH BATTERY BACKUP _ _ PELLA EB(Ep M WVDA POW-'REFE7® 9 HARD WIRED WALL MOUNT CARBON MONOXIDE T3 4-11� 4-11 p1aASS CO. DETECTOR 24 - - — — HARD-WIRED FIXED TEMPERATURE HEAT DETECTOR NEW EXTERIOR WINDOWS TO BE PELLA ARCHITECT Al ■ (• WITH BATTERY BACKUP - SERIES,HURRICANE RATED EXTERIOR WITH DOUBLE-PANE LOW-E GLASS AND STANDARD INTERIOR SCREENS-TYP ALL DEVICES TO BE WIRED INTO INTEGRATED UNLESS NOTED OTHERWISE.(FINISH: PAINT GRADE BUILDING ALARM SYSTEM INTERIOR,WHITE EXTERIOR,POLISHED NICKEL HARDWARE). FIRE PROTECTION 121 SECOND FLOOR PLAN SCALE:1/4"=l'-D' 1 SEASIDE CTU:1, 1 •�ARY:� " 2"19 GREEN�DUPoESyDRIVE�;�'- ICENT;ER'VILLEc_M g �p �n y � d1r t A GENERAL NOTES: - - �a•ro.�oD�«.«knoin n�n�e.•xa.ND wn n...awo .e a..m o.Aa,.onn....ma.em . .........� 7 - D.S� p5 II U = a. II D.S s pTrrn WN D 1 0 16+ n I� n 1 z --�-- I L_I 11 II a l 11 I I 1 II 1 r I �I 11 I 11 I II q I I =� I II I 11 e I II I I 1 1 w 11 i I 11ridI a. I IidI I I I y I RIDGE I I` o,� i I p 1 I - NICHOLAEFF 1 1 1 /��n 11 n`�� I (� I ARCHITECTURE+DESIGN �i NT �Ln 1 I I - d 891 Main Street -----�1MJi I T 5081a208�z9ozBss LnicholaeR02 eExip:.e'F 6 - non 1 1 µp N-sU[ED Rpptaw sspa GM Luc ♦ffE go 1 1 I I r , 1 Fj am 1. -4 ITCH PITCH 1 1 PITCH PITC J o;T 1 :12 8:12 i ^' I 8:12 6:1 � 1 e-I+ r _ e In,:,�flj� I Ir— -- o:IWTIEN f i 1:I i I ; ^1 — J 1^ �; OJTIER DRAWN BY:DN/AH rill: 5 C3 arrtR I.� ` �J / SCALE:AS NOTED •I j �r� rT - - T� -O' •' �' it i oL - -- J 4 `- 7 1( DATE:SEPTEMBER 28,2018 O.S p 5 a. a. TYPICAL ROOF CONSTRUCTION- WESTERN RED CEDAR TAPER SAWN THICK BUTTE SHINGLES,#1 BLUE LABEL OVER"CEDAR BREATHER-. OVER 30N ROOF FELT OVER 5/8"CDX;WOVEN SHINGLE RIDGE CAPS,"BOSTON WEAVE"WOVEN SHINGLE HIPS,ALL VALLEYS SHALL BE CLOSED AND WOVEN WITH CONCEALED FLASHING-TYPICAL. _ ROOF.'PIgN "' ra�' atr ✓�{+ O ROOF PLANS 1/4'=t'-O" 1 SE�ASI®E h TOP OF PLRWODD RIDGE _ - ' SANCTUARY' u, �L I jMD5F3.5]' _ —Q/�y T,O�P,O,f�PLYWOw RIDGE ._- -- TYPICAL ROOF CONSTRUCTION: _ ""-""' rE 2'19 GREEN DUNES DRV,E 2D OZ."FREEDOM GRAY"ZINC-COATED COPPER CE NT ERVI LEE'V WESTERN RED CEDAR TAPER SAWN J"THICK BUTTE STANDING-SEAM ROOF INSTALLED ACCORDING TO rA SHINGLES,$1 BLUE LABEL OVER CEDAR BREATHER", MANUFACTURER'S RECOMMENDATIONS. ( T1a OVER 3D#ROOF FELT OVER 5/B"CDX; WOVEN SHINGLE 12 12 } Ti RIDGE CAPS.'BOSTON WEAVE'WOVEN SHINGLE HIPS.ALL 4� VALLEYS SHALL BE CLOSED AND WOVEN WITH a'}i CONCEALED FLASHING-TYPICAL 7 Y. CUSTOM PROFILE AZEK EAVE TRIM TYPICAL(PAINTED y :1 WHITE)-SEE ROOF PLAN&DETAl15-TYP. ^ CUSTOM PROFILE AZEK EAVE TRIM TYPICAL(PAINTED WHITE -SEE OF PLAN&DETAILS-TYP, 3 0 d DDWNCPDurs 3"DIA.ROUND LC.COPPER DOWNSPOUTS TYP. w o (LOCATION TO BE DETERMINED BY ARCH.) d GENERAL NOTES: CUSTOM STAINLESS CABLE RAIL AND STAINLESS NEWEL PELLA ARCHITECT SERIES,HURRICANE RATED EXTERIOR TEMPER TEM ER TEMPER POSTS W/WOOD CAP TD MATCH EXISTING MAIN HOUSE WINDOWS AND DOORS-TYP.(FINISH: PAINT GRADE 3559`. 5 59 ,9539 .v a . vay. we.rt..bv+aro Ww - DECK RAIUNG.36'MIN.HEIGHT.CABLE RAILS SPACED INTERIOR,WHITE EXTERIOR,PDUSHFD NICKEL HARDWARE). .-a� uo�wvo rea2wd.e u�,vey v.v w.ma q.ne mmat. SUCH THAT A 4"SPHERE CANNOT PASS. I aP•Md w.v+.rvknda-n,n.anRa�ke:NDPav a,aedd dw PELLA iOP OF SEC0.ND SUBi1D0R _ — — _ — .. ,m nPavnuviw m�Oay.v pmNakart OFV-39.13' _ �D i0P OF SECOND SUBFlLOR m W oM wmw,Fvm a.w.PonewN mmep zmw Ne aamsrga.arme..wavom ARCHITECT SERIES.HURRICANE RATED EXTERIOR ® ® 3 ® PELLA ARCHITECT SERIES FIX TRANSOM WINDOWS El ❑ e.w+9mmu.axww au.wv�a de.lw vm WINDOWS AND DOORS TYP. FINISH: PAINT GRADE e 5 4 1 1 OVER CUSTOM PAINTED WOOD GLASS DOOR TEMPER man n..vomm«uva INTERIOR,WHITE EXTERIOR.POLISHED NICKEL HARDWARE). WITH RECESSED V-GROOVE FLAT PANEL _ _ CUSTOM S1ZE NANAWALL OUTSWING ALUMINUM 3 3 Dk.a.mkv.v�.kwvow am�O anlaPv mw.v.ke. FOLDING WINDOWS 1!I OUTDOOR SHOWER ENCLOSURE: ® 1R ❑ r 4X4 STAINED WHITE CEDAR POSTS WITH ~ Fo V-GROOVE SHIP-LAP INFILL PANELS 12"SQ.CUSTOM PROFILE COMPOSITE ARCHITECTURAL. ai O fj COLUMN,PRIMED AND PAINTED- TYPICAL. DOWNSPOUTS 3'DIA.ROUND L.C.COPPER DOWNSPOUTS TYP. 1 - WHITE CEDAR SIDEWALL SHINGLES,R+R,STAINED COLOR (LOCATION TO BE DETERMINED BY ARCH.) "BLEACHING OIL"5"t EXPOSURE FINAL COURSING.TO BE - APPROVED BY ARCHITECT. ALL CORNERS TO BE WOVEN. h TOP!y fIRST SUBRDOR_ Of.,7 SUB It — _ p y f1EV-2).13 �V I I I I I III III III III I I I I I I III III 0��1 ' p I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I moo' I I I I I I I I I I I I I I I I I h TDP DF SIAa — —� Drv=n�2� - - - rL—� —��� r�=--------------------_----_�_----=�1 - -v uEv=nor - - ��_�_-�=----f=�--- --_�-��--- L__J L--J L___ ---------------------- -------_--J L-----L-----------_—_--L--- ---J---__-----------1__---J ELEVATION SCALE:1/4"=1'-0" 1 ELEVATION SCALE:1/4-1'-0" 2 NICHOLAEFF ARCHITECTURE+DESIGN 7 891 Mein Stl t AM OsleMlle,MA 02555 h NP Di PLYXDOD RNCC h TOP OF PLYRllOD PoDGE T 508 420 529 9' F1FM1515]' -- —— — — — — — — —— — - - - - - — — — — - - --- - - -- - - - - - F5084202 TYPICAL ROOF CONSTRUCTION, i2 20 02."FREEDOM GRAY ZINC-COATED COPPER nlcholaeR.c N''�ac.ry1C"'oi WESTERN RED CEDAR TAPER SAWN J"THICK BUTTE OVER 3 B STANDING-SEAM ROOF INSTALLED ACCORDING TO e No.6522 SHINGLES,p1 BLUE LABEL OVER"CEDAR BREATHER", MANUFACTURER'S RECOMMENDATIONS. 0#ROOF FELT OVER 5/8"CDX;WOVEN SHINGLE «c RIDGE CAPS,'BOSTON WEAVE"WOVEN SHINGLE HIPS,ALL 12 VALLEYS SHALL BE CLOSED AND WOVEN WITH Q4 CONCEALED FLASHING-TYPICAL a .OF rN P�CLA AR WINDOWS AND DOORS-TYP.(FINISH:PAINT GRADE a INTERIOR,WHITE EXTERIOR,POLISHED NICKEL HARDWARE). DOWNSPOUTS. 3'DIA.ROUND L.C.COPPER DOWNSPOUTS TYP. WHITE CEDAR SIDEWALL SHINGLES.R+R.STAINED COLOR "BLEACHING OIL"5'f EXPOSURE FINAL COURSING.TO BE APPROVED BY ARCHITECT. ALL CORNERS TO BE WOVEN. (LOCATION TO BE DETERMINED BY ARCH.) o'® ® ® ®` CUSTOM PROFILE AZEK EAVE TRIM TYPICAL(PAINTED CUSTOM STAINLESS CABLE RAIL AND STAINLESS NEWEL POSTS W WOOD CAP TO MATCH EXISTING MAIN HOUSE WHITE -SEE ROOF PLAN DETAILS-TYP. / a' ) DECK RAILING.36"MIN.HEIGHT.CABLE RAILS SPACED DRAWN BY:ON/AH. �D SECOND SUBMOR SUCH THAT A 4"SPHERE CANNOT PASS. lOP DF Y' [uv-3 m — _ I. TOP OF SECOND SU8RDDR � EUV-19.1]' SCALE:AS NOTED PELLA ARCHITECT SERIES,HURRICANE RATED EXTERIORPELLA ARCHITECT SERIES,HURRICANE RATED EXTERIOR ® 2 ilium® ®® DATE:SEPTEMBER 28,2018 to n 1e is II II 14 is 1 n 1D ° T II II WINDOWS AND DOORS-TYP.(FINISH: PAINT GRADE NINDOWS ANO DOORS-TYP.(FINISH:PAINT GRADE INTERIOR,WHITE EXTERIOR,POLISHED NICKEL HARDWARE). INTERIOR,WHITE EXTERIOR,POLISHED NICKEL HARDWARE). II I I I II CUSTOM PAINTED WOOD DOGS WITH CUSTOM SIZE NANAWALL SL60 ALUMINUM I II I II RECESSED V-GROOVE FLAT PANEL (WHITE) OUTSWING FOLDING DOOR.FLOOR MOUNT, I II - WITH DOUBLE-PANE INSULATING GLASS AND II II C II II 4-1/2"CUSTOM PROFILE PAINTED PVC SLIDING SCREEN SYSTEM HORIZONTAL"SCREEN ONE"INTERIOR II I II II PAINTED EXTERIOR CASING 2-1/2"DIA PVC DOWNSPOUT TO BELOW GRADE II I ® II I CONCEALED INSIDE ARCHITECTURAL COLUMN.PIPE 1 I I I TO SITE DRAINAGE. 11 I I I CO S0.CUSTOM PROFILE COMPOSITE ARCHITECTURAL I IILLL 1 I �T 10P OF Fwsi SUBMDR COLUMN,PRIMED AND PAINTED-TYPICAL II v' 11EV-211]' I I I—V EIEV-2).13' III III II II II II _ I I I I I I I I I I I I I I I I I I I I I I TITLE... ELEVATIONS �I 4 �w tri r - I I I I I I 1 1 I I rim I I I I I I I I I I I 1 1 I I I I I I I I I I . I I I 1 1 I I 0P OF SUB ---=------------------------=1- —L-J — -Lf-- v Er.n.lz - - - - - - tom— -L� 1 r -T r � r � r � r � r � A2. . L.___-------L -----------------------------J L--J L—_J L--J L__J L--J L—_J ELEVATION SCALE:1/4"=1'-0" 3 ELEVATION SCALE:1/4"=1'-0" /✓� �S,AN' ICTIJrARY •" 2 9 GREENyDUNES DRIVEiy CENTERV,,ILLE,NIA — — — — — — — 2=1.75"X 11.875�LVL —— — aw. TOP OF PLYWOOD RIDGE RIDGE TYPICAL ROOF CONSTRUCTION:10 — 12 WESTESHINGRN RED CEDAR ALUE LABELER SAMEDAR.IBREATHTE ELEV=53.53' jr 4 _ OVER 30A ROOF FELT OVER 5/8^COX: WOVEN SHINGLE 8 RIDGE.CAPS,' WEAVE'WOVEN SHINGLE HIPS,ALL LLCLOSED $p ry i VAEYS SHALL B AND WOVEN WITH Y `Ygxti CONCEALED FLASHING NG-TYPICAL. 20 OZ."FREEDOM GRAY ZINC-COATED COPPER GENERAL NOTES: STANDING-SEAM ROOF INSTALLED ACCORDING TO 12 MANUFACTURER'S RECOMMENDATIONS. 4 --__ 2.5 TYPICAL ATTIC INSULATION: ee de dwe.en ,aR,x m d- R-49 HIGH-DENSITY CLOSED CELL SPRAY APPLIED eoa ey°.r a�a.,n,n,.,.om.��ror 2-2XI2 VALLEY 2-1.75'X 11.875•LVL FOAM INSULATION AT FLAT &CATHEDRAL CEILINGS. VALLEY _ n,oemoi,no. FURR-DOWN 2X10 AS REQUIRED FURR-DOWN 2XIO AS REQUIRED w.=nwaAw:p:..e Y� TO BURY 11.875'VALLEY RAFTERS 1 TO BURY 11.875".VALLEY RAFTERS AT CHATHEDRAL CEILING AT CHATHEDRAL CEILING - - PELLA ARCHITECT SERIES,HURRICANE RATED EXTERIOR WINDOWS AND DOORS-TYP.(FINISH: PAINT GRADE INTERIOR,WHITE EXTERIOR,POLISHED NICKEL HARDWARE). - - TYPICAL DECK CONSTRUCTION: - • - 1%4 IPE PLANKS W/.CONCEALED FASTENER SYSTEM, a OVER 2X P.T.SLEEPERS 0 Is-O.C..OVER.060 1 FULLY-ADHERED SARNAFIL MEMBRANE OVER 3/4"T&G _ - g1211 PLYWD.SHIMMED TO PITCH 3/I6"PER FT.OVER DECK - JOISTS 016'D.C.(SEE STRUCTURAL DWGS) CUSTOM STAINLESS CABLE RAIL AND STAINLESS NEWEL - - !!C• \ L L n�m POSTS W/WOOD CAP TO MATCH EXISTING MAIN HOUSE DECK RAILING 38'MIN.HT.BALLUSTERS SPACED SUCH - 40 3-1.75'X 11.875"LVL THAT A 4'SPHERE CANNOT PASS. W14X82 STEEL BEAM STAIR HEADER BEAM TOP OF SECOND SUBFLOOR FwsH ELEV= 39.13 — 16'TJI O I6"O.C. 2%10 O 16"O.C. 60 AM _ FLUSH - R-49 CLOSED CELL FOAM • L_ - TYPICAL SECOND FLOOR SYSTEM: INSULATION CONTINUOUS AT TS 2•X 6-X d" - i6'ENGINEERED FLOOR JOISTS O 16'O.C.,�'T&G OVERFRAMED 2X10 DECK VERTICAL TUBE STEEL COLUMN PLYWOOD DECK,GLUED AND NAILED,9"UNFACED BATT JOISTS AT MID-SPAN OF TS HEADER BELOW - INSULATION,1.3 STRAPPING 0 16"O.C.,Yt"BLUESOARD -NICHOLAEFF TS 2-X 6-T 3" i_ W/VENEER PLASTER.(2 COAT SYSTEM) ARCHITECTURE+DESIGN 5.5'TONGUE&GROOVE PAINTED AZEK BEAD-BOARD HORIZONTAL TUBE STEEL HEADER SOFFIT O UNDERSIDE OF PORCHES&BALCONIES-TYP. CONTINUOUS ABOVE NANAWALL DOOR - I-------------------- 891 Main Street TYPICAL CEILING: 1/2'BLUEBOARD ON IX3 STRAPPING OsteMlle,MA 02655 __ ' 2 ------------------- O 16"O.C.W VENEER PLASTER,2 COAT SYSTEM. T 508 420 529 i / LA n h 1420 2 o_ 12•SO.CUSTOM PROFILE COMPOSITE ARCHITECTURAL Icholaeff.c u' w COLUMN,PRIMED AND PAINTED-TYPICAL. TYPICAL EXTERIOR WALL CONSTRUCTION: STAINED WHITE c ?. CEOAft SHINGLES R&R,5•+-EXPOSURE OVER 15" ' FELT.1/2'CDT PLYWOOD SHEATHING, a it- B SPF STUDS O 16'O.C.,R-21 HIGH-DENSITY SITYTY -------------------- CLOSED CELL SPRAY APPLIED FOAM INSULATION,1/2" BLUEBOARO W/VENEER PLASTER,2 COAT SYSTEM. OF tlH • GENERAL NOTE.- ALL INTERIOR PARTITIONS SHALL BE FULLY - INSULATED WITH 3 1/2•SOUND ATTENUATING - > UNFACED FIBERGLASS SOUND INSULATION.THE ENTIRE FIRST&SECOND FLOOR SHALL BE - INSULATED WITH 9"UNFACED FIBERGLASS SOUND - ' - ATTENUATING INSULATION TYP. FIRST FLOOR SYSTEM- 11-7/8"AJS-20-ENGINEERED FLOOR JOISTS W/-FIREBREAK HITS-PROTECTION AT WEBS O 16-O.C.. 3/4'T&G PLYWOOD DECK,GLUED AND NAILED,3/4" _ PLYWOOD UNDERLAY,R-30 KF BATT INSULATION. TOP OF FIRST SUBFLOOR — — DRAWN 6Y:oN/Ar fLEV=27 — — — — — — — 11-7 B TJI O i6 O.C. SCALE:AS NOTED - I 7 WIDX26 STEEL BEAM I. FLUSH DATE:SEPTEMBER 28,2018 " i . �•.. a r... .: i Tiff ..II i o ' ".•° 1 UNFINISHED BASEMENT '"� .. CIO POST B�UIL'DI G SECTION r n, C n1 ' TOP OF SLAB :i; li }m. ELEV=17.32' 'M — — �>_�=.�c' as ILF BUILDING SECTION SCALE:1/2" R-49 CLOSED CELL HIGH DENSITY TO®E SPRAY FOAM INSULATION R-49 CLOSED CELL HIGH DENSITY +J},[, N t off/ R-49 CLOSED CELL RICH DENSITY • SPRAY FOAM INSULATION _5/B'COX PLYWD. SPRAY FOAM INSULATION `SHEATHING 5/B'cox PLYWD. 2T 9 GREEN DUNE DRIVE. WESTERN RED CEDAR TAPER SAWN�" 12 / 5/8"COX PLYWD, 12 R-49 CLOSED CELL HIGH DENSITY SHEATHING CENTERVLLE _THICK BUTTE SHINGLES.AI BLUE B� SHEATHING B� SPRAY FOAM INSULATION 20 OZ."FREEDOM GRAY"ZINC-COATED COPPER LABEL WITH 5"+ -EXPOSURE STANDING-SEAM ROOF INSTALLED PCCORDING To / WESTERN RED CEDAR TAPER SAWN�' 5/8"COX PLYWD. MANUFACTURER'S RECOMMENDATIONS. y_ e �: "CEDAR SAVER'VENT THICK BUTTE SHINGLES,N1 BLUE SHEATHING -UNDERLAYMENT LABEL WITH 5-+/-EXPOSURE 20 DZ.'FREEDOM GRAY'ZINC-COATED COPPER 12 / q+X ICE AND WATER SHIELD TO 36" - ..2X INSUL STOP 'CEDAR SAVER'VENT STANDING-SEAM ROOF INSTALLED ACCORDING TO ABOVE EAVES TYP.JOg FELT BETYEEN RAFTERS UNDERLAYMENT _ MANUFACTURER'S RECOMMENDATIONS. ' ICE AND WATER SHIELD TO 36" 12 TYP.ELSEWHERE I �.� i� ABOVE EAVES TYP.30y FELT TYP.ELSEWHERE 2.5 20 OZ.21NC COATED COPPER 2. ICE AND WATER SHIELD TO 36 2X'p:{SUL STOP ICE AND WATER SHIELD TO 36" FLASHING W/DRIP EDGE(FREEOO ABOVE EAVES TYP.30N FELT fN RAFTERS ABOVE EAVES TYP.JOp FELT MATCH 8:12 PITCH TO ALLOW Apsoq :`.' TYP.ELSEWHERE ' ), MITER JOINT TO ADJACENT 3 _ �, • _ ..' P M� HURRICANE2TIES TYP. Tom•ELSEWHERE DORMER TRIM ...: D.". ALL RAFTERS ..::• :.:,:.;::,:.,;n;::,,.,,.',..•. +;•;2xTWEEN RATFTE 20 02.ZINC COATED COPPER +�" ��;•2X INSU4$TOP UNER CONTINUOUS (FREEDOM GREY) 20 OZ ZINC COATED Y 8E R 2D OZ.ZINC COATED COPPE GENERAL NOTES: ;IMPS H2.SA LINER CONTINUOUS Rom\ COPPER PUSHING W/DRIP HURRICANE TIES TYP 20 02.ZINC COALED COP -•'IMR$ON 112.'SA': T M PROFILE \ EDGE(FREEDOM GREY) ALL RAFTERS LINER CONTINUOUS (FREEDOM GREY) '":;Mf'1RRICA<JE,OTiS,'TY amvugenaeoa ue ee+e,omrgwnero,arym ana�a•., CUS 0 SIMPSON H15A +ACC'AR1ER5,;;.,.•:; - me .e n..v vr:.yem amu.Mc„a mm.n \a (FREEDOM GRE HURRICANE TIES TYP. CUSTOM PROFILE COMPOSITE CUTTER Y) ,': u,crrnnv. P me SYSTEM. ALL RAFTERS COMPOSITE GUTTER roe.ov.wa NKnvMee,AroMrcc 1 CUSTOM PROFILE SYSTEM. em m �p m am e CUSTOM PROFILE AZEK COMPOSITE GUTTER ♦ v w rem vm Pavmee EASE MOULDING. SYSTEM. avNxt Hv. 2-1 CUSTOM COMPOSITE SCOTIA COPPER DRAIN m( AND FASCIA a me,eperciev cn nv e:eva,y.womv..tmeam LEADER DOWN INTO I•-s�' �' t1k' �" CUSTOM COMPOSITE SCOWaeo lva,Nm ie Nv ancnu�aurecmewaevm 3"DIA.LC.COPPER FACE OF PLYWOOD N AND FASCIA w:x n.e cm.mwcea DOWNPSOUT 1e )e 2-1/2"DIA.LC.COPPER TO EDGE OF GUTTER FACE OF PLYWOOD TO EDG IN LEADER DOWN TO CUSTOM COMPOSITE SLOTIA OF EAVE 2-1/2'DIA.LC,COPPER 3'DIA.L.C.COPPER omen.o�v e:c:o e.c.od ece.c e:..•.me.:.m e.emae. AND FASCIA DRAIN LEADER DOWN INTO DOWNSPOUT 3 DIA.L.C.COPPER11�� DOWNSPOUT 1'-1 y" 1-1/B• /2" , FACE OF PLYWOOD TO FACE OF PLYWOOD TO EDGE OF EAVE , EDGE OF EAVE GUTTER/EAVE DETAIL SCALE:1-1/2'=1'-0' 1 EAVE DETAIL SCALE:1-1/2"=1'-0° 2 GUTTER/SAVE DETAIL SCALE:1-1/2'=1'-G 3 GUTTER/EAVE DETAIL SCALE:1-1/2'=1•-O' 4 ,O6D FULLY-ADHERED PVC MEMBRANE ROOFING(DUROLAST OR APPROVED EQUAL) INSULATION T.TAPERED RIGID C PLANKS /ONCEALED FASTENER SYSTEM& INSULATION AT R-49 HIGH NFLAT SITY C&CATHE RALLOSED CELL PCEILI RAY GS _LIED FOAM INSULATION AT NFLIAT TY C&CATHEDRALLOSED CELL PCEILINGS.LIED FOAM 3/4"EXTERIOR GRADE PLYWD.DECK-RAY NATURAL FINISH 2X12 RIDGE TYP.U.N.O. 2%12 RIDGE TYP. &GLUE HORIZONTAL CABLEP.U.N.O. BALUSTERS 0 4'O.C. (SEE ROOF FRAMING PLAN) (SEE ROOF FRAMING PLAN) IX IPE DECK EDGE FASCIA - (MATCH MAIN HOUSE WESTERN RED CEDAR TAPER SAWN g�' WESTERN RED CEDAR TAPER SAWN i' CABLE RAIL SYSTEM) THICK BUTTE SHINGLES,N1 BLUE THICK BUTTE SHINGLES,#1 BLUE 2%P.T.SLEEPERS LIBEL WITH 5"+/-EXPOSURE LIBEL WITH 5'+/-EXPOSURE ROOF MEMBRANE MANUFACTURERS 16'O.C. 5/B"COX PLYWD. 5/S"COX PLYWD. APPROVED EDGE FLASHING DETAIL SHEATHING SHEATHING ^1/ "CEDAR SAVER'VENT 'CEDAR SAVER'VENT l�®® ® V2* UNDERLAYMENT UNDERLAYMENT 20 OZ,ZINC-COATED COPPER LINER SLOPE 1/4'PER FT. ICE AND WATER SHIELD TO 36' ICE AND WATER SHIELD TO 36" CO®NGUTTER EDGE.TINUOUS B GUTTER W/LOCK SEAL 7�• ABOVE EAVES TYP.30�'FELT ABOVE EAVES TYP.30®FELT TYP.ELSEWHERE TYP.ELSEWHERE m0 X 60 STEEL BEAM 16 OZ.ZINC COATED CO 16 OZ.ZINC COATED COPPER WITH THRU-BOLTED SOLID DRIPEDGE PUSHING DRIPEDGE FLASHING WOOD PACKING AT WEBS I NICHOLAEFF PANTED AZEK TRIM Ix PAINTED AZEK TRIM W2x10®I6"o"c.- ARCHITECTURE+DESIGN Am ASSEMBLY SEE FULL SCALE DECK JOISTS ASSEMBLY(SEE FULL SCALE - PAINTED AZEK TRIM _ TRIM PROFILES 1 891 Main Street TRIM PROFILES) ASSEMBLY(SEE FULL SCALE - - 1• OStZNill2,MA 02555 TRIM PROFILES) 2-1/2"DIA.COPPER LEADER SOLDERED INTO GUTTER ^� T 508 420 529 LINER F 5084202 •♦<u'�L.yF 3/4"PTO.AZEK SOFFIT nicholaeD.c 7' 5' PAINTED AZEK BACKBAND °No.6•i22�•' D�• '.`.".y sa' '•; (SEE FULL SCALE TRIM al PROFILE) 1-0• 9 5.5"PAINTED PVC-GROOVE SOFFIT OVER IX STRAPPING Of�♦ ovc..v m.vu TYP.AT UNDERSIDE OF DECK AND PORCHES 12"SQUARE 2-PIECE PAINTED SYSNTHETIC CUSTOM PROFILE ARCHITECTURAL'COLUMN WRAPMTH AND _ 1/ DRAINTLEA ERCTURAL CONCEALEDTINSIDE. /Z• �• RAKE DETAIL SCALE:1-1/2'=1'-G' 5 RAKE DETAIL SCALE:1-1/2'=V-0' 6 DECK EDGE DETAIL SCALE:1-1/2,=1' 7 DRAWN BY:DN/AH SCALE:AS NOTED R-49 CLOSED CELL HIGH DENSITY SPRAY FOAM INSULATION �I DATE:SEPTEMBER 28,2018 5/8'COX PLYWD. 12 SHEATHING B� WOVEN CEDAR SHINGLE CAP WESTERN RED CEDAR TAPER SAWN THICK BUTTE SHINGLES,®1 BLUE COPPER FOIL INTERLAYMENT® LABEL WITH 5"+/-EXPOSURE EACH COURSE -CEDAR SAVER-VENT ':•" WESTERN RED CEDAR TAPER SAWN UNDERLAYMENT THICK BUTTE SHINGLES,p1 BLUE LABEL WITH 5'+/-EXPOSURE ICE AND WATER SHIELD TO 36" ��(�,S°UL.STOP 'CEDAR SAVER'VENT ABOVE EAVES TYP.30a FELT • "";;6EI.Wk"EN RAFTERS UNDERLAYMENT TYP.ELSEWHERE t,.`.'•t:S 5/8"COX PLYWD.SHEATHING 20 oz.ZINC COATED SIMPSON H2.5A ] �6 �-T COPPER FLASHING W/DRIP HURRICANE TIES TYP. v Ya° -p EDGE FREEDOM GREY BACKBAND ( ) ALL RAFTERS '" -•- =1: TITL'�••LE '•� "' : 2%12 OR LVL RIDGE BEAM-SEE ",,�">,"•' n�' `T' STRUCTURAL PLANS 2 r CUSTOM PROFILE AZEK .'l1 ",•i« N• EAVE MOULDING. ¢� 2x10®To-D.C. mr• tr a'"'' .'o •aLY }, ' RAFTERS TYP. R-49 CLOSED CELL HIGH s� - DENSITY SPRAY FOAM INSULATION ACE OF PLYWOOD AT CATHEDRAL CEILINGS TO EDGE OF EAVE ALL EXTERIOR CASINGS TO BE MILLED FROM SOLID AZEK OR EQUAL `MNDOW/DOOR CASING A4 . 1 RIDGE DETAIL SCALE:1-1/2"=1'-D' g EAVE DETAIL SCALE:1-1/2'=1' g CASING/BACKBAND SCALE:FULL SIZE 1101 EAVE FASCIA SCALE:FULLSIZE 11 16 OZ.L.C.COPPER r S P FLASHING S EAST®E PAINTED AZEK SANOTUARY _ 5/B'COX PLYWD. WALL CAP { -M WITH BEVELED ` i 'SHEATHING 12 TOP CENTERU'IN DUMEASDRItU ' WESTERN RED CEDAR TAPER SAWN i" L _THICK BUTTE SHINGLES,3:1 BLUE 87 / 6}�. 6�• 7 `� � �y 1. c.,� LABEL WITH S'+ —EXPOSURE �9 Y I. 'CEDAR SAVER'VENT � h UNOERLAYMENT ICE AND WATER SHIELD TO 36' I r � � ABOVE EAVES TYP.30p FELT / S- `ah - TYP.ELSEWHERE �I 20 OZ.ZINC COATED COPPER AUR RAFTERS ES FLASHING W/DRIP EDGE(FREEDO 2 GREY) 20 OZ.ZINC COATED COPPER— LINER ,4e 3-2%f0 BEAM FEEEDOMM CHE,S GENERAL NOTES: CUSTOM PROFILE 2X8 O 16'O.C. COMPOSITE CUTTER _� CEILING JOISTS ADJUST AS ^w n.wa.rw m.,ew ememma m..emm.m SYSTEM. �, NEEDED TO m,r o.,.,�rvanem.n,A,me«u«rv.certmd«rem. RESOLVE TO ` NEAREST FUL w �.e ee,mr=em.mm. a,<..Nbrwmr SHINGLE —— COURSE 3/4'PTp.AZEK SOFFIT a om.mr orne.n.nea.or xe om PAINTED AZEK BACKBAND a—' ...n r�..�m.«.a. (SEE FULL SCALE TRIM c PROFILE) T-4• •-0' wn..eo.,e,.me...ee.�ma.e...p,emmn.Da.ma. I6'TJI O i6'O.C. 2-1/2'DID.LC.COPPER ' DRAIN LEADER DOWN INTO i ARCHITECTURAL COLUMN ( 5.5'PAINTED PVC-GROOVE - 1H LID X W D SOFFIT OVER 1X STRAPPING I CKI B IYP.AT UNDERSIDE OF DECK AND PORCHES AA GUTTER/EAVE DETAIL SCALE:1-1/2'=1-0' SHINGLED WALL CAP DETAIL SCALE:67=T'-0° 2 2X8 SOLID BLOCKING n t1$ 3-BLUEBOARD W/VENEER PLASTER FINISH OVER 1X3 STRAPPING O 16'O.C. Q`�\92$1lLO 3'PAINTED PVC V—GROOVE l j PANEL CEILING OVER 1X3 P` d I I - STRAPPING O 16'O.C. I VERTICAL ET 2'%6'X COLUMN BETWEEN W14%82 AND TS 2'X6'%a' j HORIZONTAL HEADER BELOW AT NANAWALL CENTERLINE PAINTED 1X WOOD TRIM HORIZONTAL TS 2'%6"X I' HEADER ABOVE NANAWALL DOOR NANAWALL TWO—PANEL NICHOLAEFF SCREEN ONE'HORIZONTAL SLIDING SCREEN SYSTEM ARCHITECTURE+DESIGN NANAWALL SL-60 OUTSWING FOLDING DOOR WITH 891 Main Stteel DOUBLE—PANE INSULATING Osterville,MA 02655 GLASS T SOS 420 529 F 508420 nicllolaeff. of m u11 NANAWALL DOOR HEAD SCALE:1-1/2° 2 DRAWN BY:ONI SCALE:AS NOTED DATE:SEPTEMBER 28.2018 �• #cam,.,��.;�.s�:4� F �:a„f A4 . 2 7";!i,................ S s EA IDE.4 FSNCTUAW(,I21 9 GREEN DUNES DRIVE CENTERVIUE,MA ITIy Y KA IIIA,,Ii4,II.7�II4' IIIII_k A;c'41-TOP OF.WALL m f4 TOP OF U SHELF-Y47XI I74 II .IN IF4. ARCHITEC ESIG 1v 'TUR +0 0�t.MII%MA O2SS5,8 MaJnStmet,.-F�506 420 2246'T,5Q8 420 5298 4 Bi 12 II:e L IIil "x DRAVYN BY:DN/AH:.I ;x'.Av Iel'o,7, DATE,'SEPTEMBER 27,20 ek.-j k� "ay-A i;k IIV TITLE:FOUNDA ON NOTES, q... FOUNDATION PLAN, -',4",M RIGID INS t.TYPICAL ON!GRAPE TH'64-4.44h.4 44.F. ULA:L�YOUTS AND COLUMNS"THIN(12)HOURS OF IVAPOR BARRER.'PLACE SLAB MoNotimicALLY W/0"CONSTRUCTION JOINTS,�CUT CRACK CQNTRoLL JOINTS ATL MAIN'FRAME POUR. IjSTOUCTION�C)i TO P41 I�7_-VERIFY ALL FINISHEI 4 x t,NDco?I. LA NDSC!fE DRAWINGS;.STEPL FOOTING'2;H6R1Z DETAILSj.7 IMLISi BE'6bORDINATED AN6 VERInED`_W/ARCqj C DNS PR!OR,:��C!�NS71LIC701,1.XLL DIM&�I' Te iuRIL IIIPLAM4 AND', -;A PSI:FOR FOO71NGS.-_ ORWALLS AND 6.,CONCRETE IX TO ACH 400 PS MINIMUM COMPR�;a iihN SLAPS.Goo SIP STEEL BEAM POCKEM-PROVIDE 1/4 X 6�X 5-STEM PLATES MT IN NON—SHRINK GROUTAED.SET BEAM_1Z(;NTA&;�AIf_8ARS. 28-X 28-DEDICATED CGRNERBARS, R POCKET ELEVATION AS REGUIRED To ALLOW FOR BOTTOM OF STEEL ELEVATION,B NG PROVDIE ALLL F�oR UN BACK ALONG THE WALL�BARS AND IN EACH DIRECTION: TJONL i�FOU N� LDA PLAN x..wALL sKEATi END. 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DEAD LOAD AS DETERMINED BY ACTUAL WEIGHT OF 219 GREEN DUNES DRIVE REINFORCING STEEL WOOD FRAMING CENTERVILLE.MA IN CONJUNCTION WITH ARCHITECTURAL PLANS AND MATERIALS, AND LIVE LOADS AS SPECIFIED BY CODE. APPROVED PROJECT SPECIFICATIONS. 1. REINFORCING STEEL - ASTM A615, GRADE 60. 1. ALL HEADERS NOT SHOWN SHALL CONFORM TO TABLE 2. WIND LOAD - BASED ON ASCE 7 R602.7(1) OF THE 2015 INTERNATIONAL RESIDENTIAL 2. CONTRACTOR SHALL PROVIDE COMPLETE SET OF A) BASIC WIND SPEED (3 SEC GUST) - 110 MPH 2. WELDED WIRE MESH - ASTM A185 (FLAT SHEETS) CODE FOR ONE AND TWO FAMILY DWELLINGS. CONSTRUCTION DOCUMENTS INCLUDING PROJECT (Vult = 124MPH) SPECIFICATIONS TO ALL SUBCONTRACTORS PRIOR TO B) WIND EXPOSURE CATEGORY - 'C' 3. REINFORCING BAR MINIMUM COVER REQUIREMENTS 2. ALL POSTS NOT SHOWN SHALL BE EQUIVALENT TO A SUBMITTAL OF STRUCTURAL STEEL SHOP DRAWINGS FOR C) WIND BORNE DEBRIS REGION - YES A) CONCRETE CAST AGAINST THE EARTH = 3" TIMBER 4X4 OR BETTER. FINAL REVIEW BY ENGINEER OF RECORD. ENGINEER OF D) IMPORTANCE FACTOR - 1.0 B) FORMED CONCRETE = 1%" RECORD IS NOT RESPONSIBLE FOR OMISSIONS TO SHOP E) OCCUPANCY CATEGORY II 3. ALL FRAMING LUMBER SHALL BE NO. 2 GENERAL NOTES: DRAWINGS DUE TO SUBCONTRACTOR NEGLIGENCE IN F) INTERNAL PRESSURE COEFFICIENT = +/-0.18 4. ALL SPLICES SHALL BE A MINIMUM OF 40 BAR SPRUCE-PINE-FIR OR BETTER UNLESS NOTED TM°"w"° °°°°"'° °"°" °°°°°•°" REVIEW PROJECT DRAWINGS. 3. SNOW LOAD - GROUND SNOW LOAD = 40 PSF. DIAMETERS.. OTHERWISE. �•�•ro"�•��•�•���•"°��••"�•° w Ov•M w�,mn n mmva"°n tm.M wm+•:awp 3. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL FOUNDATION CONCRETE MASONRY 4. ALL RAFTERS SHALL BE CLIPPED TO THE EXTERIOR DIMENSIONS ON THE ARCHITECTURAL PLANS PRIOR TO WALL TOP PLATE WITH SIMPSON H2.5 HURRICANE CLIPS CONSTRUCTION. 1. THE ALLOWABLE PRESUMED SOIL BEARING CAPACITY 1. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM OR EQUAL. gym• IS 3,000 PSF, AND SHALL BE FIELD VERIFIED BY THE �,,,•,,,a,,,"m,,,,,,,,,�w,,,•„�°•„m„°�,,, 4. CONTRACTOR MUST PROVIDE STRUCTURAL STEEL SHOP CONTRACTOR PRIOR TO CONSTRUCTION. C-90, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL DRAWINGS TO ENGINEER OF RECORD FOR REVIEW AND PSI. ENGINEERED LUMBER AND ASSOCIATED HANGERS AND APPROVAL PRIOR TO CONSTRUCTION. 2. THE FOUNDATION DESIGN IS BASED ON THE BOTTOM CONNECTORS FOR APPROVAL PRIOR TO CONSTRUCTION. OF FOOTING ELEVATIONS BEING ABOVE THE GROUNDWATER 2. MORTAR SHALL CONFORM TO ASTM C-70 TYPE M OR S. DRAWINGS DEPICT CONNECTION OF NEW AND EXISTING 5. CONTRACTOR SHALL COORDINATE ALL ANCHORED OR TABLE. THE FOUNDATION HAS NOT BEEN DESIGNED FOR WOOD MEMBERS WITH HANGER LOCATIONS, HOWEVER EMBEDDED ITEMS SHOWN ON THE STRUCTURAL DRAWINGS HYDROSTATIC PRESSURE. NOTIFY ARCHITECT/ENGINEER 3. ALL CELLS TO FILLED WITH 3000 PSI GROUT CONTRACTOR SHALL PROVIDE ANY ADDITIONAL HANGERS WITH ALL SUBCONTRACTORS. IMMEDIATELY OF ANY GROUNDWATER, LEDGE, OR OTHER CONFORMING TO ASTM C-476. IDENTIFIED IN THE SHOP DRAWING APPROVAL PROCESS SUBSURFACE CONDITIONS THAT WOULD AFFECT BEARING AT NO ADDITIONAL COST. INSPECTIONS CAPACITY OF THE NEW FOUNDATION. STRUCTURAL STEEL 'o.O$ 6. ALL MANUFACTURED LVL WOOD FRAMING SHALL BE 3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE 1. MATERIAL SPECIFICATIONS MICROLLAM LVL OR EQUAL HAVING THE FOLLOWING 1. THE FINAL STAMPED AND SIGNED "FOR CONSTRUCTION" ENGINEER OF RECORD IF THE SOIL CONDITIONS VARY A) W SHAPES - ASTM A992, GRADE 50 PHYSICAL PWOPERTIES AS A MINIMUM: DRAWINGS REPRESENT THE COMPLETED STRUCTURE. THE FROM THOSE SHOWN ON THE PLAN REFERENCED UNDER B) CHANNELES, ANGLES & PLATES - ASTM A36 E=2.0 X 10 PSI OR 2,000,000 ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE MEANS ITEM '1' ABOVE. THIS INCLUDES EXPOSING CLAY TYPE C) HSS ROUND/RECTANGULAR TUBES - ASTM A500, Fb=2800 PSI c AND METHODS OF CONSTRUCTION. THIS INCLUDES, BUT IS SOILS, PEAT, OR GROUNDWATER DURING THE EXCAVATION GRADE B, Fy=46KSI NOT LIMITED TO, TEMPORARY CONSTRUCTION, SHORING, FOR THE PROPOSED BUILDING FOUNDATION. D) STEEL PIPE - ASTM A53, GRADE B 7. ALL NEW ROOF RAFTERS TO BE 2X10 #2 OR BETTER SAFETY, CONSTRUCTION SEQUENCING, FIELD PROCEDURES,. E) HIGH STRENGTH BOLTS - ASTM A325, ASTM A490 SPRUCE-PINE-FIR @ 16" O.C. UNLESS NOTED ' AND ANY OMISSIONS BY THE CONTRACTOR AND 4. ALL SOILS IN A LOOSE CONDITION THAT DO NOT F) MACHINE BOLTS - ASTM A307 OTHERWISE. SUBCONTRACTORS AFFILIATED WITH THE PROJECT. REPRESENT UNDISTURBED NATIVE SOIL, SHALL BE D) ANCHOR BOLTS - ASTM A307 COMPACTED TO A DENSITY OF AT LEAST 95% OF THE 8. TYPICAL CEILING JOISTS SHALL BE 2X8 #2 OR 2. PERIODIC SITE INSPECTION MAY BE PERFORMED BY THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM 2. NON-SHRINK GROUT WITH A COMPRESSIVE STRENGTH OF BETTER SPRUCE-PINE-FIR @ 16" O.C. UNLESS NOTED NICHOLAEFF ENGINEER OF RECORD. INSPECTION IS CONDUCTED TO D-1 557) 5,000 PSI SHALL BE USED UNDER COLUMN BASE PLATES. OTHERWISE. ARCHTECTURE+DESIGN Main Street Ost - CONFIRM THAT THE CONSTRUCTION IS IN GENERAL os�ernne.ntiAozess CONFORMANCE WITH THE STRUCTURAL DRAWINGS. THIS SHALL MATERIAL SPECIFICATIONS 3. ALL WELDING TO BE IN CONFORMANCE WITH AWS D1.1, 9• STANDARD WINDOW AND DOOR OPENING HEADERS T5008420052298 NOT BE CONSTRUED TO BE CONTINUOUS OBSERVATION OF THE "CODE FOR WELDING IN BUILDING CONSTRUCTION" AND TO SHALL (3) 2X8 WITH 2" PLYWOOD FLITCH PLATES nicholeefl.mm PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CAST - IN PLACE CONCRETE BE PERFORMED BY AWS QUALIFIED WELDERS. UNLESS NOTED OTHERWISE. CONSTRUCTION IN ACCORDANCE WITH THE STRUCTURAL DRAWINGS AND THE CURRENT ADOPTED BUILDING CODE. 1. THE FOLLOWING "AMERICAN CONCRETE INSTITUTE" 4. ALL W SHAPES TO HAVE 9/6" PUNCHED HOLES (FOR %2" 10. EXTERIOR WALL SHEATHING TO BE Z" "ZIPWALL" (ACI) CODE LATEST EDITIONS APPLY. DIA. A307 BOLTS) IN ALL FLANGES AND WEBS. HOLE SYSTEM WITH TAPED JOINTS. APPLICABLE CODES A) ACI 318 (CODE) PATTERN TO BE 16" O.C. STAGGERED TOP AND BOTTOM OF B) ACI 211.1 - MIX PROPORTIONING WEBS, AND ALTERNATING EACH SIDE OF WEB AT FLANGES. C) ACI 304 - PLACING 1. BUILDING CODE - 780 CMR 51.00 "9TH EDITION D) ACI 332.iR-06 - "GUIDE TO RESIDENTIAL 5. ALL WOOD ,NAILERS AND WEB PACK-OUT OF W SHAPE MASSACHUSETTS RESIDENTIAL CODE ", AND ALL AMENDMENTS, CONCRETE CONSTRUCTION" BEAMS AND COLUMNS SHALL BE ATTACHED TO STEEL WITH WHICH IS BASED ON THE INTERNATIONAL RESIDENTIAL CODE E) ACI 347 - FORMWORK %z" DIA. A307 BOLTS. DRAWN SY:DN/AH 2015 (IRC 2015) F) ACI 360 - SLABS ON GROUND 6. ALL WOOD 'NAILERS TO HSS COLUMN SHAPES SHALL BE 2. STRUCTURAL STEEL - LATEST EDITION OF AISC CODE. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (150 PCF) ATTACHED BY POWDER ACTUATED FASTENERS. (HILTI X-U SCALE:AS NOTED WITH MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED TYPE). DATE:SEPTEMBER ze,2018 3. CONCRETE - LATEST EDITION OF ACI CODE. BELOW. A) FOOTINGS - f'C = 3,000 PSI (AT 28 DAYS) 7. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY B) FOUNDATION WALLS - f'C = 4,000 PSI (AT BRACING UNTIL STRUCTURE IS COMPLETE. 4. WOOD - LATEST EDITION "NATIONAL DESIGN 28 DAYS) SPECIFICATION" (NDS) FOR WOOD CONSTRUCTION. C) SLABS - f'C = 4,000 PSI (AT 28 DAYS) MATERIAL SPECIFICATIONS (CONT' 5. REINFORCING STEEL - LATEST EDITION CRSI MANUAL. MECHANICAL ANCHORS 6. ALL CONSTRUCTION SHALL CONFORM TO THE AFPA/AWC 1. EPDXY ANCHORS, SLEEVE ANCHORS, OR WEDGE i GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS FOR ANCHORS SHALL NOT BE USED, U.N.O. ON STRUCTURAL - - --- ONE AND TWO FAMILY DWELLINGS, 110 MPH EXPOSURE B." DRAWINGS, OR APPROVED IN WRITING BY ENGINEER OF TITLE: RECORD. ADDITIONAL PRODUCTS * , 1. ALL MATERIALS USED IN CONSTRUCTION OF THE BUILDING AS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE AS NOTED. ANY ALTERNATE MATERIALS OR PRODUCTS J MUST BE APPROVED BY THE ENGINEER OF RECORD IN Sl WRITING. STRUCTURAL NOTES 7 { r t j. µ �a�2Kro �•n 49-Lq L 45 LC 156 4G ` I/ MA 45' '0\ \ 2 ek a )/ 253US cl �.5 AO II 151 08 m � _� sou.oRnE Yry H O lb�ti e 20 .,�3i � i \ � SDa /1 �— LOCUS MAP / ; ', \ ✓-°� mo SO•. `\ NOT TO SCALE JI mF `'yp duo, / \ ASSESSORS MAP 245 PARCEL 24 i '\ \ OWNER OF RECORD EX.BA ANO'l'Y7 2 \\ SEASIDE NOMINEE TRUST ELIZABETH K. COTTER, TR. ,� 14 DRAPER ROAD mm DOVER,MA 02030 p O! I II REFERENCES n � \ CERT N 206917 22 `off `' \ d° ✓° d ^ �, i i k� LCP 15694M LOTS 68&69 ,� — Y6 m , ✓` a` '{ / YYY 1�° NOTES y! \ ✓ 1.DATUM IS NA BENCHMARK- id• mo°m \ m I I' \ W 86 (GRADES READ p '\\ .1.25'LOWER THAN PREVIOUS SITE PLAN). TOP OF LAND COURT BOUND ELEvanON 2t.5'NAVD88 m od ✓. i 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIG SAFE (1-888-344-7233)AND VERIFYING THE /�� \•� ✓✓' LOCATION OF ALL UNDERGROUND& OVERHEAi COMMENCEMENT OF WORK UTILITIES . TO \ I o ' 22 t I ,ptlSTl ,� 3.BUILDINGS ARE NOT LOCATED WITHIN RATE w , a NE A FLOOD HAZARD ZONE 2 CO OWNERSHIP __________ _ZJ 4. POOL FENCE SHALL HAVE . 2 7d--° EX eq.LN AN r \ i SELF-CLOSING SELF-LATCHING GATES, EXIS DNC. SIZE AND MATERIALS TO MEET LOCAL PA / d 2 PAVED AND STATE BUILDING CODE, ALL DRIVE ---------- -- r/ \,\w 3 N DWELLING DOORS OPENING TO POOL -�?8-� 3 _ /'• - `'..r SHALL BE ALARMED TO CODE. SEE LANDSCAPE PLAN FOR FENCE LOCATION � ` (r.6�,68j � \j,21 ��66 .4 24 0 CO \\ sw I 5.SEE LANDSCAPE PLAN FOR EXACT m ' Pt°\.'a `--_69-- ---AC. GRADING. 1 j �oI l `da i (,/". 1-4 K21taYo �\ \\ 3 \N4T31'04'1M(_- W I t 1 ! , ZONING SUMMARY 1 �,GRAVEL .10�.61' `� BENCHMARK: \ I _-- 1 EXISTING 8 SEDR00 +N v [' EX.CATCH BASIN ''n li, SEPTIC SYSTEM t O } ZONING DISTRICT: RD-1 DISTRICT i r i ``\/ EL 24.3'NAVD88 1 1-�Awl 2ot5 ASBUILT +24 4 / ! / gppR.R I MIN.LOT SIZE 43,560 S.F. 'a, T \ `(1m p• 't MIN. LOT FRONTAGE 20' N LHOUSEOCATION l ,' a it a 2A ( O _° I I MIN. LOT WIDTH 125' ~j, j \y, 'N ! 1', MIN. FRONT SETBACK 30' APPROX. Ir/L �Rx ROaF \ s - t r w `MIN.SIDE SETBACK 10' \ FROM / a �M.I.F \ TOWN r/ ,^�'%\ 7 - \ ♦ / RELOCATED o MIN.REAR SETBACK 10' J C.I.S. j MAX. BUILDING HEIGHT 30' ' G - SITE IS LOCATED WITHIN AQUIFER <' +24.6 EX.BA9N AND LPtr l',• ' n � fXISDNG _. 7 PROTECTION OVERLAY DISTRICT --- PAVED +24.95 `• / 6``�!>�B4' w SEPTIC DESIGN TM' INK 2a5` 'PATIO 1 DRIVE p�.6SAZ<�/�� \ MAP 245m' �` 25.6 A l y EXISTING 5 BEDROOM DWELLING J 23 ,'k / PROPOSED 2 BEDROOM POOL HOUSE i\ i1 203 x , / w oo EXISTING 8 BEDROOM SEPTIC OK LCP 15694G EXISDNG - l ' LOT 50 \` USE GRAVITY AT 2%AS SHOWN OR DWELLING \".t25.7h �' a n EJECTOR PUMP FROM POOL HOUSE TO j FFLR=26.!' j� 1 n 4 "t MAIN HOUSE PLUMBING IF RED., a \ / w��µ {724.8 DUAL COMPARTMENT TANK, OK) Co b 6 / 4j 2; a m _LEGEND- 7J H ��I . ._�•-•`=".+.+-...sue l - x cvv z2 I 26.ti PROPOStO I 9. 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C- GUY WIRE x z 1 `LAWN �� 2 SIGN O 3 1� J —W—WATER UNE __-_---- - —C—CAS ONE —OVERHEAD ELECTRIC T. � _OFF TOP COASTAL BANK — T.—COMMUNICATIONS —X—X— FENCE POOL FENCE SE LANDSCAPE PgOPpSED I Ie \ (A(yy ti PLAN % 76 ��2o VY `7l m S21� � e AREA OF MINAIgL FLOOD ZONE VF EL.16ARO ZONE a -+W EDGE OF DUNE EDGE BY DUNEAMW�S�' TOWN AND STATE I IN pp_COISTAL BAN `� W LKC I I CO ISTINC WOOD RaL \ ----5RWAY k b APPRpX.MHW _1 `! 3 71--f�'�--� -_5_ SITE PLAN II . OF II• - #219 GREEN DUNES DRIVE �- W. HYANNISPORT, MA PREPARED FOR SEASIDE NOM. TR. OCTOBER 8, 2018 REV.: NOVEMBER 8, 2018 (POOL) ScOlfi:l"=20' NANTUCKET SOUND (TIDAL) 0 10 20 30 Q 50 FEET 11 5pe-362-4541 I. r 508-362-9880 �� wOxoT M,,� I aowecooe.com.e OANIELA � DAAIEL . down cape engineering,inc. I OJALA _ 0 ALA ,7 CML No 409E0 NI Civil engineers e°.465p2 qo ' land surveyors I,-b-1v 'E x snv =• I,� 939 Moin Street (Rte 6A) YARMOU77-IPORT MA 02675 DCE 18-374 DATE DANIEL A.OJALA, P.E., P.L.S. - 99-3]]UPGRADE 2011.0 WC i. ���L®� �y��� ��������JS f•� ®� �, _ i �- �� r L ` SEASIDE SEASIDE SANCTUARY GUEST HOUSE SANCTUARY 219 GREEN DUNES DRIVE 219 GREEN DUNES DRIVE CENTERVILLE,MA CENTERVILLE, MA Bmetable Bldg.Dept. GENERAL NOTES: APPdby: a� ..aa��.�.�.ambm.�A� Porn-at#: -- 8ULDING DEP-r OCT 09 2018 Q iRNsrgBl.e �P1� — I \55vE g1`L�,2o I SMOKE DETECTORS REVIEWED BARNSTABLE.51CDING DEPT. DATE t Loll / NICHOLAEFF t DEPARTMENT DATE ARCHITECTURE+DESIGN ISSUED FOR PERMIT t3QTi4 SIGNATURES ARE REQUIRED FOR PERMITTING Ote Ilse. 02655 SEPTEMBER 27, 2018 T5O84205296 ° I F 508 420 2240 iclmlae0.eom � '�'� � o°N..66224 r ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY. DRAWING-LIST ARCHMEC MAL DRANVINfS SEASIDE . aa DOLUMNGflID OWNER n.o TTrU7DaSTWGFr SANCTUARY " Na^�^ cOPOSEDSIT�EFADtNcruN rAa oe�m I_' Lll A cau..n orau ean.z SEASIDE SANCTUARY � °mma rA Am�T � PROPOSED SITE PLAN �..e Tlic F �e�weapi aarvN 219 GREEN DUNES DUNE AI0 RASE.IFATPLAN 219 GREEN DUNES DRIVEAar A,cs: ! , mnaem 'Q'�o�o`- �N^va,ca w-cap DXTALS CENTERVILLE'MA ALI FIRSTFLOORPLAN CENTERVILLE.MA A� aN.g.n.ao aa,a � `"`° - °oO1t°"� AI2 sEa>NDTExIRruN I own.wr scram 0>wg1 BUILDER A13 ROOF PLAN FNo m 0°aro. ae.m a racwvmr L EJ JAXTIMER BUILDER INC. A2.1 I7.FVATIO\5 RPM SEOIION 853 MAIN STREET A3.1 BLTIDWGSECTXhN DRAWN BY:OWAH OSTERVILLE,MA G2652 A4.1 UkTABS - an mw o+Loa Aauoame. o° s�nwa a, .aM1+c.�. cALv Im ro a a W°0 (508)77t 4498 A4.2 DFTAR 4 SCALE:AS NOTED Ae a.am. 3 a��m�a aEs �.mcam 666 SITE/SURVEY STRIJCI17A4L DAa\\'IN(5 DOWNCAPE ENGINEERING,INC. 51.0 FOUNDATRANPLAN - ��+�° 939 MAIN STREET,ROUTE GA SI.1 F MINGPLAN DATE:SEPTEMBER 27,2018 YARMOUTHPORT,MA M676 S12 SECOND FRAMINGPLAN Nicholaeff auto M ooarw v��aoc. � ISM)362-4541 513 ROOF FRAMLNGPLAN DOOB NUMBER STRUCTURAL ENGINEER MA FOUNDADONDETAIS SIA STRUCTURAL NOTES AN'DSPMnCATION'S Architecture + Design �%��7'J7�, �INct wA^cm�Tebwl aM 7 am.Hm� ERiC CEDARHOLM O� I.ros umaem pl,(w m a®moo [[!LL[,1 sTD WINDOW TYPE 44 CHADDERTON WAY M08)404 ORO.0358 MA 02346 891 Main Street `ws)`°`°35B CtA varne m�mnm°m Sl5v oryrna� ®�°'�B CEILING HEIGHTS v Osterville, MA 02655 a """ r� LANDSCAPE ARCHITECT �.., a.awa,a --r�da,a.Nm ea+�n � �"� � ra sr�ivm GREGORY LOMRAROI DESIGN T 508 420 5298 ' .�,� „e,� © NDTArONS 2235MASSACHUSETTSAVE. 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MME 000as s' �s� � y-\ r:, `— LOCUS MAP NOT TO SCALE ASSESSORS MAP 245 PARCEL 24 _ �s %-0 \ OWNER OF RECORD , `' � BAA.' `SEASIDE NOMINEE TRUST `\� � (-I ',I\• _-` ELIZABETH K.COTTER, TR. -� 4 DRAPER ROAD �S \ 7 DOVER,MA 02030 1 N,1 \d-J' �° REFERENCES ~\ '\, ' 1`. 1 \ 'J C ~\ % o\�_ 1' ,` r�1 �_ CERT N 206917 1 �d.�`-..\tdw \' 1 1 !\ `-1, 1 `, c o ° , ?\ LCP 15694M LOTS 68&69 °.�- �`� fir' y BENCHMARK: T\,NOTES _ TOP OF LAND COURT BOUND t L`d,- v°"" \ '\w13 ,��j 1o� a! lY,\1.DATUM IS NAVD8, (GRADES READ ELEvancN 21.5'NAvo66 '11.25'LOWER THAN PREVIOUS SITE PLAN). - d- L`✓ I •` s- \i-� '/ A,;�-`T ,t_._.� CONTRACTOR I2.> •� �� „Ah• ' mm,, C OR SHALL BE RESPONSIBLE \ 3 FOR CALLING DIGSAFE ���-,, � m = ��=��„•\ i _� �1-886-344-7233)7233)AND VERIFYING THE 5 '�� \• \dam-`,\/ J ` ` '`,r oOCA"ON OF ALL UNDERGROUND& \ ` t{� ti\ w. { '�'N��,.��Teee,,n,, o R ITIES PRIOR TO .� r ; l VE HEAD UTIL ( \ ;F} %"cam__4�1) `-\ �`w��'.-'-_- +.�.r-r' i o —,COMMENCEMENT OF WORK. _ W \ �\ NOTE:EXI511 G `Vt,,._ �p W_W \ '7 t --' ON OWNERSHIP !3. BUILDINGS ARE NOT LOCATED WITHIN •�.« it \ \ �'w n d:.y�'4 c) �' ��-L f__ __ _____ _`_7__=` '�' ,i t \ A FLOOD HAZARD ZONE / / ✓ \ { EX.BASH ANP'EP/T W £XIS77NcPA VE ZONING SUMMARY V _ DRD _-----_----- ZONING DISTRICT: RD-1 DISTRICT ( A �1 I / ;4 ' /fo`Y T?S 6 MIN.LOT SIZE 43.560 S.F. rd. "j\ �x� T tpT I - 4/ ��,7_- Kt i /1�d}frszC (O� \/•O 68 .IC. _-- - MIN. LOT FRONTAGE 20' LI n•��' 2. T 69 y\/.� i `, ,`\sn i MIN. LOT WIDTH 125' Wes, \ � \\ \ y 'Y ` I ' MIN.FRONT SETBACK 30' '\ \''• / /- �' •l /A ' i,C)i LAC -'-`-"D]_-.._.-_) �� \ N4`('31'04 V1'y_ �� MIN. SIDE SETBACK 10' -� , {�If / \ 6pAVEZ \ -� �f-'r`�.10�.61' \t BENCHMARK: MIN.REAR SETBACK 10' - l , EXISTING B BEDR00 SEPTIC SYSTEM M EX.CATCH BASIN 1 MAX. BUILDING HEIGHT 30' 2015 ASBU1Llll.% i~ I j EL.24.3'NAVDBB \I SITE IS LOCATED WITHIN AQUIFER /i \ ,4 r✓ I PROTECTION OVERLAY DISTRICT HOUSE ,� A o � � � �;' •,•ti ! I ', SEPTIC DESIGN LOCATION �11 �.. / APPROX. ' -'l oRPPRX R�• a r r ! ' EXISTING 5 BEDROOM DWELLING �\ FROMpRnitu HI.F. \ f I 'F"i ',PROPOSED 2 BEDROOM POOL HOUSE '1 1 TOWN �, \ ,` / �L ,,,...� RELOCATED (P.r ',EXISTING 8 BEDROOM SEPTIC OK G.I.S. i it / _ y , y TAf >' L ' Y �GENERATOR GSE GRAVITY AT 216 AS SHOWN(OR l/�• ', ter', ta. , L 2-1.6 / CY BASH AND LPi!l .ry n vA EU,ECTOR PUMP FROM POOL HOUSE TO \ - ) 1^ ' V `.,<' L _ EXISTING e / _ ,` r �a) MAIN HOUSE PLUMBING IF REO., ----- PAVED /f 4,• �Bq• - _TH2CG DUAL COMPARTMENT TANK,OK) PATIO DRIVEC lNv..X1.6� /� \ MAP 245 \\ i / '�. \,C�G'6 - I l 3 b 203 \�., I I LEGEND LCP 15694G /I ExISnA'c / / i N EXISTING CONTOUR \r''• LOT 50 L r ` ,�`.. I OWELCING �.:5.t� / ,: I p i.� -199}-- PROPOSEII CONTOUR FFLR=26.!' /J- 40 1� W yl I I>18.4] PROPOSED SPOT EL. / HOLE .t I ' n6 ! <�J`�O N O CATCH BASIN �`\._, ��•J '` \ X. )` __-_-_____ -- 26.6' POOL HOUSSED E t9.1 In FIREUTIL H POLE S x, O PPRx Rocr I wK 11 +SPOOL HOUSE /DR1M£LL Yl f. � � FIRE HYDRANT 25.1}k; u jam/ _TEP DECK�� MANHOLE COVER M ® SEWER COYER TURE POOL �\_ ,f�tiA� "' o CAS METER GAS SHUT O -. - i AREAOff EA LICHi MONRORINC WELL X*RK LIMIT L��E - ®� ".. / , WATER SHUTOFF fJ0 /� J„ _-\, \ II ��x100'OFF TOP CWSIAL 81NK ; I C_ GUY WIRE -/<`i�rlj?.J� I SIGN —W— ATER LINE 7l (� ''�'-.• I .-, —0—US CANE ONE=OVERHEAD ELECTRIC OMMUNIUIE / EDGE OF UN: EX4Y0RRi '/% - 1 PLANTING MAP 24$ -f --' -k—Y— FENCE ' 6-- f I �' jl 24 �1�:.? \ ,��\�f I'! Kam Mar NL aimaa wT.srun a aarrolc N 219 If --- _�'`y5o_OFF-my masrni -_ \y\ 1 \ EWE OF LAIIN � ARE4 Or / - \\ 1.1i- \ �..\ --// ��-._ 4 t-`-_�� _ �•- -- _-_ iTOP- _,`' MG 9 FLAG B20N'VE EL.16 MW�MAI t EDGE OF DUNE ` _.- FUG9 BY pLIW ASSOG. .-.,, TOWN AND SiPTE\-O -- -TP COASTAL BARK�`._` - E%ISYING I I ./ .. _ ` �� -EXISTING CONCRETE DOD L � _ Yt -------------- ! & D E PLAN \ i OF II #219 GREEN DUNES DRIVE W. HYANNISPORT, MA PREPARED FOR SEASIDE NOM. TR. OCTOBER 8, 2018 SD010:I"=20' NANTUCKET SOUND rAc (TIDAL) o D zD 30 4D so FEET c v0`f ❑I'N 32 9801 1 v 08 362- 80 Ol41 n y dnw°c°Pe.c°m down cepe engineeiinB,inc, 11 ¢Ey land surveyors t i l)CE 99-3%% DATE DANIEL A. OIALA,P.E.,P.LS. 99_377 UPGRACE 201 i.OWG � r 5 y 71L., PROPERTY LINE ,+ - ! Ate/ x COD= �-b ° / 1 III I I ti / / J ! - \ \ > III I m I / - X X ,`��i..�'� -'.� +`..,, a \ o o 1\ IILLI/III ap) 61 I / / /\\ I v1 X � r1`,�...� /�'�•'� \\ \\\ ° \ JI / \ O V �-- \ •\ 2- [-1 — ' \ 1 /It ? Il --- - j - --- Tr --- ---- ---- - \0 X. 1 ! \\ \\ \ \, /C,: 11 \ c9 \ IlZfll I II I I // =�`��\ \ • - \ 1 \ ' I ' CENTERLINE OF I 1 1 \ II¢IIIIIII�II GABLE ROOF OF GUEST HOUSE TO II 1 I III=III 1 ALIGN WITH I I III C) /,, /I I LI I , J / _ �� O CENTERLINE OF I / I ! LL l.!, !I I I I I ni / / / `� // GARAGE BAY it - I / /" ,III z/'I IlII i i i II i � - >��'\ '�':. .:_r��;,�;, / I. �,�J 1\ \\ Q / \V ..' / • / N,� �¢J IIII I Ip. \ I I loll I /1I 1 I \ I _ I O ��:� oi�'+..y ✓ , •� \ -�-__/ I O\\ �` ; \ / - I 'M I , h ' " " ` \ 00 \ 00 �' 219 Green Dunes Drive Hyannisport, MA BUIL NG SE CK lb/ o\f \\I\I t. o N 1 \ m-"`PROPERTY LINE-- ,-w \ -_ JI // </ // Proposed Landscape plan IC5 2/Senee�-2018 GREGORY LOMBARDI DESIGN I 2215 Masud+usclls Avmus Flwnz 617A92.2308 Fax Gt7A922904 i North Scale:te' SEASIDE SANCTUARY 219 GREEN DUNES DRIVE CENTERVILLE,MA GENERAL NOTES: tlmwn m rtamwal.sxy ws c�m0 0�nxroF umpgvy d.7veswsnatM.ANww M.tbMem,em�+Y - 4eq�sm.mmm•syvCm4tWPmm.�gs �ahgmY smv am.oadaso'm�nw Nmm'om� ' . /ugarwame�w,wcm Jnmai+Y+.d.m d✓•rW va I • ., , 1 _. w - bvypaa'er dmamdne medLumb.w AS.1 wnnu..mmaavme. ' � - On,mma®aee,memmmdcw%V.m moeaotm. I e I SJ 9�2�,2 f NICHOLAEFF ARCHITECTURE+DESIGN 891 Main street Cau 11e,MA D26W T 508 42D 5296 i F 508 420 2240 651 y}G5 e ".,.31aefl.COT Q 6o o'er �sxssasw¢aHuxatAasti¢sns S.D/C.D. q 1 t. �A F'7rn a ups' tea a-mm wAm Aeon flE 1 --_ —.� t - — DRAWN BY:DWAH ' I SCALE:AS NOTED ......—..... DATE:SEPTEMBER 27,201 B 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES IN INCHES.G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZE'REQUIRED WITH THE INTERIOR DOOR FABRICATOR INTERIOR AND EXTERIOR DOOR& WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE 2-DIMENSIONS ARE TARN TO FACE OF ROUGH STUD FRAMING, CENTER-LINE OF DOOR OR WINDOW,OR CONTROL POINT LINE.UNLESS 1 INDICATED OTHERWISE, 3.ALL EXTERIOR WALLS SHALL BE 2X6 SPRUCE-PINE-RR 82 OR BETTER STUDS @ 16`D.C. UNLESS NOTED OTHERWISE 4.ALL INTERIOR PARTITIONS SHALL BE 2X4/2X6 SPRUCE-PINE-FIR 612 OR BETTER @ 16,O.C.,FULLY INSULATED W!3)v UNFACED FIBERGLASS SOUND INSULATION _ BASEMENT PLAN GENERAL NOTES 13 e HARD-WIRED PHOTOELE(.'TRIC COMBINATION S.D/C.O. SMOKE/GO2 DETECTOR WITH BATTERY BACKUP Q HARD-WIRED PHOTOELECTRIC SMOKE DETECTOR S.D. WITH BATTERY BACKUP e HARD WIRED WALL MOUNT CARBON MONOXIDE C.D. DETECTOR HARD-WIRED FIXED TEMPERATURE HEAT DETECTOR H.D. WITH BATTERY BACKUP ALL DEVICES TO BE WIRED INTO INTEGRATED Al BUILDING ALARM SYSTEM ■ �'. FIRE PROTECTION 2 ` BASEMENT PLAN SCALE: y - SEASIDE SANCTUARY _ 219 GREEN DUNES DRIVE CENTERVILLE,MA GENERAL NOTES: f macw„mm.4mbm.m„wm I ceawwaacay.emmw��rs ram.a..wna - .waub�wwn rmacmwamn bwry aopm:ewa . �aeqm[o�,t��e.n®vavrfvnnrvraomeP . iumta4,em, ' My ama w n'a�rm re'ew yu4gq+gym mmam mn _ wawptmea ism ats mraeNsas A.I anmmmnvn ' m,�vb<wmt�,es�amre G'semmmee rakO. 6" 4'-2" 6" 6" 4•-2" 6" / y„ _4------------ -------- ---------------.-- n -------.----------------------------- - 1 - I x-,rr aA I - I I I ears°s rffncD� I v �• I •so+>TsnnmAT • mTAnls Tre. i I 1 o '(I _t�\ COVEREDRCN i L----D.s �Q.\"' . J, 'y n uA cuv F�Pe $ � I ABOVE .BWE Aeac ABOK I I80K AB02 ABgE IaDrI�----- CWS DI50E Galt ----- O B� O 10 ® 11 7z 13 1a { I i sBmu 5JP 042112C - Nuan.11 -- " wr TOD 1\.JI 5"si -c samT -- ( --- b 6 i a I w/ 15 g - — 5 11 I HwD I I - 16 I srtu TBo vula. � � I AaorE BCREaI M a NICHOLAEFF ,♦ b 2 j 10 •cAs j 1n INc >o ARCHITECTURE+DESIGN PIP, _ I 3 I ¢ I I I m DA DRaf10 78 w _ 891 Main St-t , OstI-file,MA 02655 11Y 7.10" 1'-7 '-7 S-10h' I• 5 q' 3'-Oy" 5 • 4' p _ T 508 420 5298 ru QO eff'c1TCIaRccrrl ZJ J B[cmc S.D/C.O. `cRLD"ec,y I - 1 1 O tuf'- Na66U UNDRY-Daces ST D �— a -_-__ � FIRST FLOOR DOOR SCHEDULE ,�� DOOR s SIZE FIRE Tq os DOOR ROOM SWING DIRECTION RATING NOTES GA, E i I I I * os --- stoeacE p WD HGT -0 -- R ,,,_ 3 10 Rrp00p iAAessm� I I I OOA U DRT 3-0 8-0 _ RIGHT CUSTOMP lED DOOR DRAWN BY:OWAH R' 1008 ORY -4 .-LEFT POCKET DOOR agosuaE _--- 103A G 28-0 9-6 LEFT ANA ALL OU G FIXDINC DOOR ��� a S2N2A(S 6-0 -1 NA -- CUST PAINTED DOUBLE DODt SCALE:AS NOTED III __ :- 106A STADE 4-3 -10 LEFT -- W5 PAI Tm ODOR --- NEW INTERIOR DOORS TO 1_3/4"SINGLE RECESS FLAT PANEL TYP UNLESS NOTED OTHERWISE.(FINISH:PAINT DATE:SEPTEMBER 27.2018 I I ® N n —� GRADE.POUSHED NICKEL HARDWARE). XXX20 79 \ I FIRST FLOOR WINDOW SCHEDULE 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES 6" 4'-0" ( 3'-It 2'-6 Z-6V I•-II 12•{• 1'-IIv 2'4)� 12'-6)F 3'-10J MARKSf_9' TYPE FRAME MATERIAL NOTES IN INCHES.O.C.TO CONFIRMACTUAL ROUGH OPENING SIZES REQUIRED GHTWITH THE INTEERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR 8,WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE a-6" 11'-0" 8 O' 11'-0" 4-6" 1 9 -- -- WST FIXED TRANSOM2 -1 - N ANSOM 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, 9 -- P gIST FlXFD 1RCENTER-UNE OF DOOR OR WINDOW,OR CONTROL POINT LINE,UNLESS 9 9 -- -- FE1LA CUS FIXED TRANSOM INDICATED DTHEAWISE. 5 9 -3.ALL F_XTERIOR WALLS SHALL BE 2X6 SPRUCE-PINE-FIR#2 OR BETTER 6 __STUDS @ 16'O.C.,UNLESSNOTED OTHERWISE 7 9 -- -- PELLA FIXED TRAM 121 4.ALL INTERIOR PARTITIONS SHALL BE 2X42X6 SPRUCE-PINE-RR#2 OR 8 -9 -- -- PEL1A FIXED TR _e4121-__- BETTER @ 16'O.C.:FULLY INSULATED W13YF UNFACED FIBERGLASS SOUND 9 3-5 1-9 -- -- PE1JA FIXED 121 INSULATION 10 -5 I-9 -- -- PELLA FIXED 7R . 1112 TITLE: 11 3_5 1_9 __ __ PBU FIXED 12 3-5 t-9 vela R1QD TR 121 FIRST FLOOR PLAN - 13 3-5 1-9 FU.LA FIXED THANSUO 64121 GENERAL NOTES 3 14 _5_11- _ -- -- P FIXED 121 5"15 $- -9� CUM FIRED TROSOM e HARD-WIRED PHOTOELECTRIC COMBINATION 16 2'-Nl FELLA CUSTOM FIXED IRANSOM S,D/C,O. SMOKEICO2 DETECTOR WITH BATTERY BACKUP 17_ 2_5 1=9 -- PELLA CUSTOMFIXED TRANSOM O 18 .._.Z,-5`.._.._�-9•- PELLA CUSI FIXED HARD-WIRED PHOTOELECTRIC SMOKE DETECTOR 19 1-4 1 1-3 1 8 PE1JA ClIS A G S.D. WITH BATTERY BACKUP 20 I-41 1W1-31 P CUSTOM AWNING e HARD WIRED WALL MOUNT CARBON MONOXIDE NEW EXTERIOR WINDOWS TO 8E PELLA ARCHITECT C.O. DETECTOR - SERIES HURRICANE RAZED EXTERIOR TH DOUBLE-PANE Al1 LOW-E GLASS AND STANDARD INTERIOR SCREENS-TYP ■ ■ 0 HARD-WIRED FIXED TEMPERATURE HEAT DETECTOR UNLESS NOTED OTHERWISE. D INTERIOR PAINT SGRADE CREENS H.D. WITH BATTERY BACKUP INTETDOR,WHITE EXTERIOR,POUSHED NICKEL HARDWARE). ALL DEVICES TO BE WIRED INTO INTEGRATED BUILDING ALARM SYSTEM FIRE PROTECTION 121 FIRST FLOOR PLAN SCALE:7i4•=1'-0• 1 SEASIDE SANCTUARY 219 GREEN DUNES DRIVE CENTERVILLE,MA GENERAL NOTES: 4'-0' g-6' I 9-6' 4'-0• 7-6 I I 1i. DEG( I c I 1 s u ® ----46A pPP�O I I j--I-- ffa, i�(�)I3 o5 I Izo�i II I I1 i�}I BIB r >� I �J' 0 0l = 'o 1 -- -�—.!—_ -- — — — I I LL I �A i I i i ICI II rl I I NICHOLAEFF fl !1 i 13y 5'I' 5YY- 9I y 3- 4tYcO' 5'1' Jj'•I �d� b •i - ARCHITECTURE+DESIGN p I I 1R i I Id 891 Man Street T I Ostervi!le,MA 02655 ( I 1 I I T 508 420 6240 ft} I I F 508 420 2240 q- 'I'I I p® ® /® I2� y niChd36R.COm I i L- o I SrQD III a �� xle,,o' Vf FO I t KM OF MPS' L. j I iIRIl'4 Beni sa -0_ ml BLz — of ,o II III ii� 00 SECOND FLOOR DOOR SCHEDULE DOOR DRAWN BY:DWAH 16 s R T SIZE FIRE DOOR ROOM NOTES mA° % SW NG DIRECTION RATING SCALE:AS NOTED -` WD HGT O O J� LillL_ 1- - -J LJ _ _j 3-0 0 IFF7 __ L 1 2 QO RIGHT DATE:SEPTEMBER 27,2018 y3 21� o 2050 5-11 1 4 A -- -- Io wr m I 205C OM 3-0 - LEFT -- PE LA CLAD FIXED EXTERIOR DOOR s _ 2078 R 5-111 4 - -- -- 207C B .¢2-- LEFT -- P FIXED EXTERIOR DOOR LEFT --— -_ 209A BATH 3 RI(71T 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES 2'-0' 4'-6 4'-6 4'-0 4'-0� 4'-6• /'-6� 2'-0 NEW EXTERIOR DOORS TO BE PELLA ARCHITECT SERIES, IN INCHES.G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED - HURRICANE RATED EXTERIOR WITH DOUBLE-PANE IOW-E WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR& GLASS AND STANDARD OUTSWING SCREEN DOORS-TYP WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE 4'-6' 11'-0 8'-0 11'-0• 4'-6' UNLESS NOTED OTHERWISE.(FINISH: PAINT GRADE 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, INTERIOR,WHITE EXTERIOR,POUSHED NICKEL HARDWARE). CENTER-LINE OF DOOR OR WINDOW,OR CONTROL POINT LINE,UNLESS 39'-0' NEW INTERIOR DOORS TO I-3/4•SINGLE RECESS FLAT INDICATED OTHERWISE. PANEL TYP UNLESS NOTED OTHERWISE.(FINISH: PAINT 3.ALL EXTERIOR WALLS SHALL BE 2X6 SPRUCE�PINE-FIR 42 OR BETTER I I GRADE,POUSHED NICKEL HARDWARE). STUDS Q 16'O.C.,UNLESS NOTED OTHERWISE 4.ALL INTERIOR PARTITIONS SHALL BE 2X42X6 SPRUCE-PINE-FIR 32 OR BETTER p16'O.C.,FULLY INSULATED Wj31z'UNFACED FIBERGLASS SOUND SECOND FLOOR WINDOW SCHEDULE TITLE: INSULATION SECOND FLOOR PLAN GENERAL NOTES 3 MARK SIZE WDTH HEIGHT TYPE FRAME MATERIAL NOTES B HARD-WIRED PHOTOELECTRIC COMBINATION 21 d-I 4'-11• -- -- P RIGHT HINGE CASEMENT/3559- PER S.D/C.O. SMOKE,CO2 DETECTOR WITH BATTERY BACKUP PELLA FIXED PICTURE DO ($971- PERM O HARO-WIRED PHOTOELECTRIC SMOKE DETECTOR 22 5'-I1' -- - (KASS S.D. WITH BATTERY BACKUP 23 4'-11' - -- PE1LA FIXED PICTURE 15959-TVAPM WIRED WALL MOUNT CARBON MONOXIDE C.O.e DETECTOR -- -- CLASS 24 4-11 PEELA LEFT CA T 559- S A H. HARD-WIRED BACKUP HEAT DETECTOR NEW EXTERIOR WINDOWS TO BE PELLA ARCHITECT 1 . _ H.D. WITH BATTERY BACKUP SERIES,HURRICANE RATED T EXTERIOR WITH DOUBLE-PANE LOW-E GLASS AND STANDARD INTERIOR SCREENS-TYP ALL DEVICES TO BE WIRED INTO INTEGRATED UNLESS NOTED OTHERWISE.(FINISH: PAINT GRADE BULLRING ALARM SYSTEM INTERIOR.WHITE EXTERIOR,POLISHED NICKEL HARDWARE). a FIRE PROTECTION 121 SECOND FLOOR PLAN SCALE SEASIDE SANCTUARY 219 GREEN DUNES DRIVE CENTERVILLE,MA GENERAL NOTES: a repame avm�mtl awe q mm m.�wn dOmo M mtl Mm�a mmmYn(v eA'ma9ov a®v� • wl�iv��ivmpemmmdrtm 4m Oaew Nu,d.m Ary m�mv6vmm�man mebwhge.sco vw+vPW - I - - memwe�wgre muw ms.oa+d me mdpnmlve tiv . AM .ak nmmvmwa. tlmmaba msm®,ae men e'ewlW+anbM eaba. a.S 0.S O O . II II II 3 II 1 II II a3 a3 F i a T mI a I LI --- zr12 —I — Z -- I I _ t ,I II II I ,i II II II I f �I I 11 a I Ind I I ��4te a.m I am I 81DGE dm I I m l i t I I II I, I NICHOLAEFF I I I I r' it I I IF ARCHITECTURE+DESIGN N _ m= I I N I v II I 891 Main Street I I I II _ i I d. T SOS lle.MA 02655 ♦ _ , I�py,l F 508 420 22408 <<E L I I= _ I I �� _>__I, �1 nia,olaerr.00m No 6622 m gy r, I OZ liiA P I J` �t�J I I Intl) A°+•'�E� .,.K T LOWLsmcl m F L ILA I r\ r fi IL J r LI _ II +' PITCH PITCH I I ( f I H- L — J' PITCH T. PITCH' r—J8:12 B:u — I II — I 8:12 8:12L_� a 1 it ' —I 1 _I i t �I I STFR J DRAVVN BY:DNIAH • `� I ; I I I � �� I j I I I , � � I I 9 �� I SCALE:AS NOTED LrT T—J _ DATE:SEPTEMSER 27,2018 L — -- — — i i a os oz \ TYPICAL ROOF CONSTRUCTION- Ili WESTERN RED CEDAR TAPER SAWN THICK BUTTE SHINGLES,g1 BLUE LABEL OVER-CEDAR BREATHER-. OVER 300 ROOF FELT OVER 5/8"CDk;WOVEN SHINGLE '.. RIDGE CAPS,'BOSTON WEAVE'WOVEN SHINGLE HIPS,ALL VALLEYS SHALL BE CLOSED AND WOVEN WITH CONCEALED FLASHING-TYPICAL TITLE: ROOF PLAN Al . 3 ROOF PLAN SCALE:1141=1'-0' 1 SEASIDE SANCTUARY I$ RP GF RLWy33 RIKE h TW IF RLM1'ICD,®ff ' — I — 219 GREEN DUNES DRIVE TYPICAL ROOF CONSTRUCTION: 20 OZ.SREEDOM GRAY ZINC-CDATED COPPER CENTEAVILLE,MA WESTERN RED CEDAR TAPER SAWN�"THICK BUTTE - STANDING-SEAM R0�INSTAll ACCO11aING TD - . SHINGLES.$I BLUE LABEL.OVER"CEDAR BREATHER'. MANUFACTURER'S RECOMMENDATIONS, OVER 30g ROOF FELT OVER 5/8"CDX; I? WOVJ#SHINGLE 12 - 2 �illl RIDGE CAPS.-BOSTON WEAVE"WOVEN SHINGLE HIPS,ALL 4� 199$I L VALLLEYS 9/ALL BE CLOSED AND WOVEN WITH CONCEALED FLASHING-TYPICAL. CUSTOM PROFILE AID(EAVE TRIM TYPICAL(PAINTED WHITE) SEE ROD'PLAN&DETAILS-TIP. ..-- \ P� EAVE TRIM TYPICAL PAINTED CUSTOM AZnL ROOF PLAN&.DETAILS-TW. i2 - 3 i -._..._. _.. O 3'CA.RWHI3 lC.COPPER DOWNSPOUTS TYP. � o (LOCATION TO BE DETERMINED BY ARCH.) '- 0 CUSTOM STAINLESS CABLE RAIL AND STAINLESS NEWEL m PfLEA ARCHITECT SERIES,"HURRICNE RATED IXTEF/OR 7�gp� i o •� GENERAL NOTES: WINDOWS AND DOORS-TYP.(FINISH:PAINT GRADE 3559�. 3 ! ,3g9 in..m.�,y wame.sa�.i.m p...,v,aew enmsm POSITS W/WOW CAP TO MATCH EXISTING MAIN HOUSE 7ELIPER a DECK RAILITHAT A 38"MIN.HEIGHT.CABLE RAILS SPACED INTERIOR.'VI TE ETREMOR.POLISHED NICKEL HARDWARE). -- e.verme.Yoanae4va,m� SUCH THAT A 4"SPHERE CANNOT PASS --- r� , -a oe,eo.rumm.mme- "� h 53 g3- A6iggR - m mea mw�u=,aa�am*+oant.+c w.�aa t HEY-S.1J - _ w h t®gF� m yli&i0W! _4 REV--AIS___________ ________________ _ ____ _ .__ ____ ____ _ u __-__ ______ _ __ ___________ __ PQLA ARCHITECT SERIES FIXED 1RNS(XA � ❑❑ aET,LA ARCHITECT SERIES,HURRICANE RATED EXTERIOR I j jn7 ®j�j�� I--�1 � WINDOWS AND EDOORSEXTERIOR, I TYP.(FINISH: PAINT GRADE �.� 1d._3L_3 J) Il-L,YvIJ;i OVER CISR7M PANTED W000/(i/55 DOgt T�� INTERIOR.WHlrc EXTERIOR.POLISHED NICKEL HARDWARE). W9TH R£(ES,YED V-(Li00VE FLAT PNEL CUSTOM SIZE NNAWALL CUTSW7NG ALUMINUM 3 I OUTDOOR SHOWER ENCLOSURE: o FOLDING WINDOWS - t: o 0 0 Wi 4%4 STAINED TE CEDAR POSTS WIN to V-GROOVE ssHiP-LAP WILLWILLPANELS x fY SO.CUSTOM PROFILE COMPOSITE ARCHITECNRAL 1 Q T COLUMN,PRIMED AND PAINTED-TYPICAL - - _ 3'CIA.ROUND LG COPPER.DOWNSPOUTS TYP. 9 I (;` WHITE CEDAR SIDEWALL SHINGLES,R+R,STAINED COLOR __ ? (LOCATION TO BE DETERMINED BY ARCH.) � ( BLEACHIN OIL'L'S"f EXPOSURE FINAL COURSING.7O BE - --- ------ APPROVED G BY ARCHITECT. ALL CORNERS TO BE WOVEN. I 1 t®6 R6T 91S1gWt_ 1W 6 f�bT 46tOGft .t3 DEY4T - - I I I I i I 1 II !I I I I I II! Ili P I N' ! I ' 0 pPo.�O I IW J I ( J� 1 F2�12 ! I ! I I 7- I I I 1 [• I 1 I - 1 � i I I I I. ! I ! - I — — — ------------- — I —_T — --- r=------- ----------T---------1� DEv.,Tar - - - �---ri--�=-----�—�--- ---z�-�--- L--J L-_J L------------------ ------------J----------J L-----L----------------L--- ---1----------------1-----J ELEVATION SCALE:1/4'=T'O 1 ELEVATION SCALE:1/4'=V-0 2 NICHOLAEFF ARCHITECTURE+DESIGN $Al 891 Main Street T WS 42 5298 -P ETD'-3L1A' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Q D�Ev�aT0.0 - - - - - - - - - - - - _ F5084202240 JsiGvlg e, TYPI.A ROOFCONSTRUCTION- 12 20 07 'FREEDOM GRAY'ZINC-COATED COPPER nidwlaeH.corn e E g t " WESTERN RED CEDAR TAPER SAWN r THICK BUTTE 8 STANDING-SEAM ROOF INSTALLED ACCORDING TO ; No.8622 SHINGLES.81 BLUE LABEL OVER"CEDAR BREATHER MANUFACTURER'S RECOMMENDATIONS. OVER 30$ROOF.FELT OVER 5/8"COX: WOVEN SHINGLE 12 4lN pEYX`S �7 _/J/ RIDGE CAPS, N WEAVE"WOVEN SHINGLE HIPS,ALL COLEYS SHALL BE AND WOVEN WITH CONCEALED FLASHIHINGG--TYPICAL I t _________________________________________________ ____� _ _ _ _______________ R- __—____ _ ..- __.__ _ ._- < PELLA FRCHttEG7 CRIES.HURR(CNE RICIID E%7ERIO ________ r.-- ------_ ____ -'- - WINDOWS AND DOORS-TYP.(FINISH: PAINT GRADE I i -_- — INTERIOR.WHITE EXTERIOR,POLISHED NICKEL HARDWARE). � I WHITE CEDAR SDEWALL SHINGLES.R+R.STAINED COLOR --- - w "BLEACHING Y A CHI EXPOSURE FINAL COURSING.TO . - 3'DIA.�ROUN - 1 APPROVED BY ARCHITECT..ALL CORNERS TO BE WOVEN. - - -- CL DMA. N TO LC.COPPER DOWNSPOUTS TYP. t (LOCATION TO BE DETERMINED BY ARCM.) CUSTOM PROFILE AZEK EAVE TRIM TYPICAL(PAINTED _ _ _ CUSTOM STAINLESS CABLE RAIL AND STAINLESS NEWEL WHITE)-SEE ROOF PLAN&DETAILS-TYP. -- -...— POSTS W/WOOD CAP TO MATCH EXISTING MAIN HOUSE -ev DRAWN BY:DNFAH DECK RAILING.36'MIN.HEIGHT.CABLE RAILS SPACED •j h 7gP gF HWtm SUBrLUDR ---- SUCH THAT A 4'SPHERE CANNOT PASS. - �! ____________________________-_______________ _ .__...—.._ --------- ----------- PELLA ARCHITECT SERIES HURRICANE RATED EXTERIOR _ II ---- - ---- --- - - ' -- "-'-" DATE:SEPTEMBER 27,2078 I to 17 Ig 13 WI DO ARCHITECT SERIES,HURRICANE RATED EXTERIOR I! i! II II WINDOWS AND DOORS-TYP.(FINISH:PAINT GRADE N 13 12 It to 9 8 T INTERIOR,WHILE EXTERIOR.POLISHED NICKEL HARDWARE). WINDOWS AND DOORS I TYP.(FINISH: PAINT GRADE I L® I I I _-g ... INTERIOR.WHITE IXTERIOR,POLISHED NICKEL HARDWARE). CUSTOM SIZE NANAWALL SL60 ALUMINUM CUSTOM PAINTED WOOD 0005 WITH - ....; .. a pCUB PANNE INSULATING ONE'INTERIOR RECESSED V-GROOVE FLAT PANEL ) I (WHITE) OVTSWING FOLDING DOOR,FLOOR MOUNT.— WITHII !I NG 'SCREEN / N SS 4-1 E CUSTOM PROFILE PAINTED PVC PAINTED EXTERIOR CASING' _ I ' • I 2-1/2 DIA PVC DOWNSPOUT TO BELOW GRADE II II I, II CONCEALED'INSIDE ARCHITECTURAL COLUMN.PIPE I I1 ® II II _ TO SITE DRAINAGE. I I I �• 12"SO.CUSTOM PROFILE COMPOSITE ARCHITECTURALf roarsuerlmR COLUMN.PRIMED ND PAINTED-TYPIC .n.a - _ aaSs1ttR_ - - III U I 1 I I I DEws1a3 I 11 I II I III I I I- - 'li II II II II TITLE: ELEVATIONS I I I I I I I I I I I I I I I I 1 I I I I I - - - - - - L t-�._J LL-=-1 ri-----------L------------------------------ L-_J L--J _ A2 l ELEVATION SCALE:v4'= 3 ELEVATION SCALE:if=1'-0' 4 SEASIDE SANCTUARY 219 GREEN DUNES DRIVE CENTERVILLE,MA 2-1.75'x 11.875'LVL TOP OF PLYWOOD RIDGE FUDGE — — -- _. .— _. iT1A A ROOF CdNGTR nON- ELEV=53.53' 12 WESTERN RED CEDAR TAPER SAWN IT THICK BUTTE SHINGLES,$1 BLUE LABEL OVER"CEDAR BREATHER', OVER 306 ROB FELT OVER 5/8'COX: WOVEN HIPS,A RIDGE CAPS, L BE CLOSED WEAVE'WOVEN Si NTH HIPS.ALL VALLEYS SHALL HI G-T AND WOVEN WITH CONCEALED FLASHING-TYPICAL 20 OZ.'FREEDOM GRAY ZINC-COATED COPPER STANODIG-SEAM ROOF INSTALLED ACCORGNG TO GENERAL NOTES: MANUFACTURER'S RECOMMENDATIONS. 12 zx6 o Is'o.c- I - __ 12 Y m.a.mq.mm mm 4 _ 2'5 DPIcaL ATTIC MSUL AnON: wpaofVvrovw,.v�m�..,vm.,�.mpm.m.,. R-49 HICH-0ENSTY Q.OSED CELL SPRAY APPLIED .e.e�rsr..�,�rmu.aara:novmm Nrrm�n� • L2-2Xi2 VALLEY 2-1.75"X 11.675'LVL FOAM INSULATION AT FLAT &CATHEDRAL CEILINGS. VALLEY "dam•^`. t FURR-DOWN 2XIO AS REQUIRED FURR-DOWN 2XIO AS REQUIRED k. - TO EID1RY 11.875'VALLEY RAFTERS T0:BURY 11.875'VALLEY RAFTERS '- �' m+�vnvmwo.meoc...,°.,mmc¢...e um AT CHATHEORAL CEILING AT GHATHEDRAL CErt1NC . 1 L, ommdve.,am e.,me memm.wm•wmw.mlw. ---------------------------------------------------------_-----------_---------- -------------------------------------------------------------------------------____ PELLA ARCHITECT SERIES,NUP38CAN£RATED EXTERIOR WINDOWS AND DOORS-TYP.(FINISH,PAINT GRADE 7Ni1De0R,WHITE EXTERIOR POLISHED NICKEL.HAfAWARE). TYPICAL oERx cgNSTRucnoN: ''�Y..� i%4 APE PLANKS W/.CONCEALED FASTENER SYSTEM, OVER 2X P.T.SLEEPERS®16'O.C.,OVER.060 FULLY-ADHERED SARNAFIL MEMBRANE OVER 3/4-T&G L' PLYWD.SHIMMED TO PITCH 3/16'PER FT.OVER DECK ,GISTS 016-O.C.(SEE STRUCTURAL DI p CUSTOM STAINLESS CABLE RAIL AND STAINLESS NEWEL �J�9+(Ii� POSTS W/WOOD CAP TO MATCH EXISTING MAIN HOUSE—. DECK RARING 38'MIL.HT.SALLUSTERS SPACED SUCH }1.75'X 1/.875"LK THAT A 4"SPHERE CANNOT PASS. W14X82 STEEL BEAM STAIR HEADER BEAM TOP OF SECOND SUBFLOOR - - �� ELEV= 39.13' - - - q OVERFRAME — — — — — — — — 16'TJI 016'O.C. 2XIO 6 16'O.C. (' , 70x60 STE11 BEAM ------ ---- --------------1'---?---------------------------------- - ---------------------- ---- W------------ ----------- - -------------------------------------------------------------------------------- -------------------------------- -------------------------------- - R-49 TYPICAL SECOND FLOOR SYSTEM- R-49 CLOSED CELL FOAM TS 2'X 6'X it 16'gEERED FLOOR JOISTS®16"O.C.,V T&G INSULATION CONTINUOUS AT VERTICAL TUBE STEM COLUMN I PLYWOOD DECK,GLUED AND NAILED,9'UNFACED BATT JOISTSOVERF AMED EL.2%to DECK AT MID-SPAN OF TS HEADER BELOW ( 1 INSULATION,ta3 STRAPPING®16'O.C..V BLUEBOARO is z"x s"x?' NICHOLAEFF JOISTS W/VENEER PLASTER.(2 COAT SYSTEM) N - A_ -5.5"TONGUE&GROOVE PANTED AZEK BEAD-BOARD I HORIZONTAL TUBE STEEL HEADER ARCHITECTURE+DESIGN SOFFIT®UNDERSIDE OF PORCHES&BALCONIES-TYP. CONTINUOUS ABOVE NANAWALL DOOR �--------_---------- 891 Mein Street 5--------------------- TYPICAL CB Ostervlle,MA 02555 UNG: 1/2'BLUEEOARD ON tX3 STRAPPING T 508 420 5298 ®16'O.C.W/VENEER PLASTER,2 COAT SYSYEM. F 508 420 2240 •.� CO12"S0.CUSTOM PROFILEPA COMPOSITE ARCHITECTURAL I -- -------------- TYPICAL EXTERIOR WALL CONSTRUCTION: RAINED WHITE nicholaeR.com COLUMN.PRIMED AND PAINTED-TYPICAL __ _ _ CEDAR SHINGLES R&R,5'+-EXPOSURE OVER I5" 1laEu qB' FELT.1/2"COX PLYWOOD SHEATHING.2%6 NO.2 OR �y BETTER SPF STUDS®16"O.C..R-21 HIGH-DENSITY dY p�,+<e1QHO� -- - CLOSED CELL SPRAY APPLIED FOAM INSULATION,1/2- Sa 13LUEBOARD W/VENEER PLASTER.2 COAT SYSTEM. S°No.6622 C (:FNFRAL NOTE: _ oa Aoia. a ALL INTERIOR PARTITIONS SHALL BE FULLY INSULATED WITH 3 1/2-SOUND ATTENUATING UNFACED FIBERGLASS SOUND INSULATION.THE I ENTIRE FIRST&SECOND FLOOR SHALL 6E INSULATED WITH 9'UNFACED FIBERGLASS SOUND - FIRST O�YSEM' ATTENUATING INSULATION TYP. 11-7/8'AJS-20 ENGINEERED FLOOR JOISTS W/-FIREBREAK HITS"PROTECTION AT WEBS®16-O.C., 3/4'T&C PLYWOOD DECK,GLUED AND NAILED.3/4" PLYWOOD UNDERLAY.R-30 KF BATT INSULATION. i A, TOP OF FIRST SUBFLOOR - - ! oFwwn Bv:OwAi ELEV=27.13 - - - - 4 „ - - - _ SCALE:AS NOTED 1 Y I I t n } F WIOX26 STEM BEAM-- FLUSH DATE:SEPTEMBER 27,2018 -------------- 1 n� 1 o , UNFINISHED BASEMENT .'$'. •}' TITLE: �. COMPOSITE BUILDING SECTION TOP OF SLAB ELEV=17.32' am tee- :e'w BUILDING SECTION SCALE:1(2'=1'-0• y A3 . 1 R-49 CLOSED CELL HIGH DENSITY SEASIDE CELL HI( R-49 CLOSED ii DENSITY SANCTUARY SPRAY FOAM INSULATION R-49 FOAM INSULATION) R-49 CLOSED CELL HIGH DENSITY SPRAY COX PLYWO. SPRAY FOAM INSULATION SHEATHING s/e'®x PLrWo. 219 GREEN DUNDRIVE WESTERN RED CEDAR TAPER SAWN tz / 5/8-COX PLYWD. 12 R-49 CLOSED CELL HIGH DENSITY SHEATHING CENTERVILLE•MA THICK BUTTE SI1INGLES,$1 BLUE 8 SHEATHING B� SPRAY FOAM INSULATION 20 OZ-FREEDOM CRAP ZINC-COATED COPPER STALLED LABEL WITH 5'+/-EXPOSURE 5/8'COX PLYWD" ANUFSTANDIACTURMS IRECOAG-SEAU ROOF MMEND TIa ONAccaNDING To WESTERN RED CEDAR TAPER SAWN Q' SHEATHING 'CEDAR SAVER'VENT THICK BUTTE SHINGLES,�I BLUE UNDFRLAYMENT � LABEL W1TIN 5'+/-E�OSURE 20 OZ.'FREEDOM GRAY.21M TED COPPER 12 ICE AND WATER SHIELD TO 36' 2%MSUL SKIP 'CEDAR SAVER'VENT - STAFIDMG-SEAM ROOF MSia.LEO ACCORDING 1b 4F ICE AND WATER SHIELD TO 36' ABOVE EAVES TYP.30/FELT BETWEEN RAFTERS UNDERIAYMENT MAHDFAL'R1RE7I'S RECOMMIIIDATIONS ' '/ �'' ABOVE EAVES TYP.}pa FAT 12 TYP.ELSEWHERE 20 OZ.ZINC COATED COPPER Y, ICE AND W47ER SHIELD TO 36' / - ' TYP.ELSEWHERE LS 2HERE TO ALLOW HIMIaGNE TYP. DORMER 2_5 FLASHING _ ASHFLASHING W/DRIP EDGE .. .- ABOVE EAVES TYP.30f FELT HE WE&N RAFTERS ABOVE EAVES TYP.30®FELT 2X MSUL STOP ICE AND WATER SHIELD TO 36 GREY) ' TYP.ELSEWHERE - TYP.ASETIT4RE _ '. LO To ADaamNr 20 Oz ZINC COATED ODPPER ALL RAFTERS - _ - L04ER CONTINUOUS 3. -. zx CORE sRm ix ENSUE.sTw.." ] 7' .-BETWEEN m oL me RATED COP RAF,TEta (FREEDOM NT+EY) 20 oz ZINC A COATED / S•l�SON H25A IDR7I CONTMuous °� GENERAL NOTES: COPPER FLASHING w/oRP HURRICANE TIES TIP. 20 oz ZINC COATED / —sitmsaN Hz3a- ~1 « ALL RAFIERS r • m�. adm.4�.mA�„meb�mm CUSTOM MOF ��m EDLE(FREEDOM I+ UNER CO TINUOGREY S 56�5OI N25A (FREEDOM 1 .T%A Tr HURRICANE TIES TYP. CUSTOM PROFILE SYSTEM. l ' I .. ALL RAFTERS COMPOSITE GUTTER .. - ev �°osw remwm.wmsom wP�tmmam 1 SYSTEM.PROFILE SYSTEM. \ wm,rwvmsrmmmwwv�towoeow:mx CUSTOM PROFILE AZIX COMPOSITEM CUTTER 2\ Aa�swm..P.mam„aam AeemweAam 2-1/2'DIA LC. EAYE MODIDMG. COPPER DRAM N. `\tj a 1 CUSTOM COMPOSITE SCOTIA T LEADER 0004 INTO Y-e3�' �• n,�• NSrOM COMPOSITE SwTIA . I I A"FASCIA '"O°���'�°n°'0 •�"^°1°"t®1°i0 3'DI0.LC.CAPER FACE OF PLYWOOD ,T- AND FASCIA GUSTOMwMP09lE SCOTIA TO EDGE OF GUTTER a �= {�. , 2-��� TO FACE OF PLYWOOD TO -�1 I y¢-III• AND FASCIA OF EAVE DRAIN AD L.C.COPPER 3'DIA L.C.COPPER rnarommeme.wee,�em ae.:°s memo.awa. GRAM LEADER DOWN INTO 3' DOWNSPOUT DIA LC.COPPER -. DOWNSPOUT FACE OF PLYWOOD TO FACE OF PLYWOOD TO EDGE OF EAVE - EDGE OF EAVE GUTTER/EAVE DETAIL SCALE:1-,2 o 1 EAVE DETAIL SCALE: 2 GUTTER/SAVE DETAIL scALE:,-,tz=,-0131 GUTTER/EAVE DETAIL SOALE:1-12 =1-0 4 ' ROO N(DUADHERED PVC MEMBRANE RIDDING(ODADHERE OR APPROVED a EQUAL) j 1/4'PER FT.TAPERED RIGID- g X 5 IPE DECK PLAHLS W/ Q R-49 HIGH-DENSITY CLOSED CELL SPRAY APPLIED FOAM R-49 HIC3i-DENSITY CLOSED CELL SPRAY APPLIED FOAM INSULATION CON FASTENER SY57E2N NA7RIRAL FDOSH INSULATION AT FLAT &CATHEDRAL CEILINGS. INSULATION AT FLAT &CATHEDRAL CEILINGS. 3/4'EXTERIOR GRADE PLYWD.DEgC- 77 �Gj� 9 t III 2X72 RIDGE TYP.U.N.O. SCREW&GLUE 1 HORIZONTAL CAME - (SEE ROOF FRAMING PLAN) - (SEE RIDGE TYP.U.N.O. BALUSTERS 0 4'O.C. (SEE R0�FRAMING PLAN) 1X IPE DECK EDGE FASCIA . (MATCH RAIL HOUSE WESTERN RED CEDAR TAPER SAWN�" WESTERN RED CEDAR TAPER SAWN ' THICK BUTTE SHINGLES,B7 BLUE THICK BUTTE SHINGLES,11 BLUE P.T.SLEEPERS* LABEL WITH 5'+/-EXPOSURE LABEL PATHS+/-E%POSU ROOF MEMBRANE MANUFACTURERS 16'O.C. 5/8'COX PLYWD. 5/e'COX PLYWD. APPROVED EDGE FLASHING DETAIL SHEATHING SHEATHING 'CEDAR SAYER'VENT 'CEDAR SAVER'VENT U UNDERNMENT UNDERLArMENT 20 OZ.ZINC-COATED COPPER LINER SLOP LIZI'PFR FT. ICE AND WATER SHIELD TO 36' ICE AND WATER SHIELD TO 36' CO TENUOUS 0 GUTTER W/LOCK SEAL ABOVE EAVES TYP.30g FELT ABOVE EAVES TYP.30y FELT - O GUTTER EDGE- T TYP.ELSEWHERE TYP.ELSEWHERE WIU%60 STEEL BEAM _� L i WOO THACKING AT SOLID NICHOLAEFF 16 OZ ZINC COATED MM 16 OZ.ZINC COATED COPPER 1 ' DPoPEDGE FLASHING � 1/, ( , WOOD PACKING AT WEBS PAINTED FLASK TRIM I ,� Wzx10 o i6'o.c. - ARCHITECTURE+DESIGN PAINTED AID(TRIM ' { - ASSEMBLY SEE FULL SCALE PAINTED AZEKSE 1RIM '� Am '1 ASSEMBLY(SEE CULL SCALE PAINTED AZIX TRIM •' I TRIM PROFILES i - I t DECK JOISTS 891 Main Street TRIM PROFILES ASSI:MBLY SEE FULL SCALE Ostenille,MA 02N355 TRIM PROFILES) ..., .V. \ 2-1/2'OIA.COPPER LEADED n m ` �I • SOLDERED INTO GUTTER °. T EAH 420 52f;8 E0.LO A /N UNER I - F 508 420 2240 c ntcy° \ I P10.AZEK SOFFIT nichclaeft.co e 3/4' D.6622^ PANTED AZEK BACK. . (SEE FUG SCALE TRIM PROFILE 5.5'PAINTED PVC V-GROOVE T�• N� SOFFIT OVER IX STRAPPING i TYP.AT UNDERSIDE OF DECK ' AND PORCHES 1 12'SQUARE 2-PIECE PAINTED SYSNTHERC CUSTOM PROFILE i MOKITECIURAL COLUMN WRAP y • DRAIN LEADER CONCEALEDTINSIDE. I"'•i R- • RAKE DETAIL SCALE:1-12•= 5 RAKE DETAIL 6 DECK EDGE DETAIL SCALE I-12'=1- 7 DRAWN BY:ONAAH SCALE:AS NOTED R-49 CLOSED CELL HIGH DENSITY SPRAY FOAM INSULATION 7�. �. mom. 'Y I I DATE:SEPFEMBER 27,2018 5/8-COX PLYWO. 12 SHEATHING 8� - WOVEN CEDAR SHINGLE CAP WESTERN RED CEDAR TAPER SAWN / THICK BUTTE SHINGLES 0 1 BODE COPPER FOIL INTERLAYMENT 0 LABEL WITH 5e+/-EXPOSURE EACH COURSE 'CEDAR SAVER'VENT WESTERN B RED CEDAR TAPER SAWN UNDERLAYMENT - LABEL BUTTE SHINGLES, O BODE LABEL WITH 5'+/-EXPOSURE ICE AND WATER SHIELD TO S6' 2X INSUL STOP 'CEDAR SAVER'VENT ABOVE EAVES TYP.30g FELT --BETWEEN RAFTERS "-- UNDERLAYMENT TYP.ELSEWHERE 5/8'COX PLYWD.SHEATHING 20 OZ ZINC COATED - I SIMPSON H2.5A 1� COPPER FLASHING W/DRIP b r HURRICANE TIES TYP. BACKBAND Y4• EDGE(FREEDOM GREY) ALL RAFTERS TITLE: 2XI2 OR LVIL RIDGE BEAM-SEE STRUCTURAL PLANS 4., CUSTOM PROFILE AZEK A n EAVE MOULDING , 2XIO 0 16"O.C. RAFTERS TYP. R-49 CLOSED CELL HIGH ACE OF PLYWOCO }' ' ATSITYCAT SPRAY FOAM INSULATION To EDGE OF SAVE ALL EXTERIOR CASINGS TO BE AT CATHEDRAL FOAM ALL FROM SOLID AZEK OR EQUAL WINDOW/DOOR CASING A4 . 1 RIDGE DETAIL SCALE:1-12.=1'-D g EAVE DETAIL SCALE:1-12'=1'-0 g CASING/BACKBAND SCALE:FULL SIZE 1 ol EAVE FASCIA SCALE:FULL SIZE 11 16 OZ.LC.COPPER SEASIDE FLASHING PAINTED AZEI< SANCTUARY SHE Lax PLYWD. WIITH BEVELED - - 219 GREEN DUNES DRIVE SHEATHING WITH RED CEDAR TAPER SAWN IT 12 % TOP . CENTERVILLE,MA THICK BUTTE SINGLES'i1 mIm e� „ 5 LABEL WITH 5'+/-EXPOSURE- 'OMAR SAVER'VENT - / •�� UND RLAIMENT ICE AND WATER SHI D TO 36' g ABOVE EAVES TYP-30i FELT >FI TYP_ELSEWHERE 4 SAS' 20 07 ZINC COATED COPPER 2. H TIES TYP. 1— FIASHING W/DRIP EDGE(STEED RAFTERS - - GREY, 20 OL LNC COATED COPPER I . LINER CON 5 3-ZX,O BEAM ' GENERAL NOTES: (FREEDOM G" CUSTOM PROFILE 2X8®16'O.G COLLPOSEE GUTTER CEILING JOISTS L ; ADJUST AS SYSTEM. NEEDED TO +m..�mr..m.we Lymm m.s. RESOLVE TO m. mm<..erm�m.v..ammm.c.ne�+�mmm 1 NEAREST EUam"°�""°„°>y,"m °"'"«e„'�." I / SHINGLE COURSE 3/1'PTD.AZE(SOFFIT I — 1 �e�vs mmvxa �m.a�.eep..mapa9.w.oa PAINTED AZEK BACKB + "� +++ ..m nm�ee�yn aasmam�me.�mmme.aeen (SEE FLU-SCALE TRIM / �. i d.ea.�oaceww�m.x�y mame.wre 2-1,2-DIA LC.COPPER DRAIN LEADER DOWq wTa AROOTECTURAL ca.LaDN I I /�. ` I J ] :+• WRATH 02 Snn BEE �a SOMT OVER IX STRAPP04G PACKING BOTH WDS 5.5'PAINTED PVC V-GROOVE `+ 71P.AT UNDERSIDE Of DECK AND PORCHES I I I GUTTER/EAVE DETAIL sCALE:1-it-1--O 1 SHINGLED WALL CAP DETAIL SCALE:6'=1'-V 2 MIS SOLID BLOCKING . ------- -- BE W/vwmN PIASTER FINIS, ! P OP P$ \� OVER 1%3 CO 1 "ti STRAPPING o 16•aG P PAINTED PVCc Y-GrVE CjJ OJ, PANEL CFRiN OVER 1%3 \5 O STRAPRNG®16'O.C. VERTICAL IS Y%6'%IC' COLUNH BETWfFT1 W14X82 AND 152'X6'Xi' HORIZONTAL HEADER BELOW AT NANAWALL CEYT''ERUNE PAINTED 1X WOOD TRIP HORIZONTAL TS 2'X 6'X r HEADER ABOVE NANAWALL DOOR r NANAWALL TW'0-PANE. NICHOLAEFF "SCREEN ONE•HORIZONTAL S DING SCREEN SYSTEM ARCHITECTURE+DESIGN NANAWALL SL-60 DUTSWiNG 891 Mein SVeet FOLDING DOOR WITH OOUBLE-PANE INSULATING Ostervitle.MA 02655 BASS T 506 420 5298 S1caED Aq rv508 420 2240 �NICNo y�, . - cholaeff— 6 q �N 2 NANAWALL DOOR HEAD SCALE 1-1/2'=P-O` 2 ' DRAWN BY:ON/AH r. SCALE:AS NOTED '• DATE:SEPTEMSER 27.2018 TITLE: A4 . 2 SEASIDE SANCTUARY 219 GREEN DUNES DRIVE CENTERVILLE,MA GENERAL NOTES: ' wvpuvmarwmywe oisq vw P4gN v bvm 1.wvvaevll.p:f•mu M.Im wh+�hmY cw�.ein vmyv.mnln mtlP•Dv...�pt �apdYe view,4�,9vb,v M Ym m'row'bbta W - • I brywmavGvav�ervfrsbMw>WP.�m.'WNam - bixapvmem.usamwme vur,apmae pu A3f ` - Z m WrwuvebbmevoromreVoarvmeo vme, 4• a-� 29'a 1 14' sue' i I- L J L :I f TOP TOP OF F P� 4 TOP TOPFlF z f I of TAA 9Qif �• 2 O �1 i TOP of FOOLING a. V `L i 6 T TI cN¢OFA saAur creme,a4n m. vN7Kk�Artii e1mE t/� I t a•]'�NIe i8A I �TOP OF SLAB o m4c aAe a au�W--In.4WI I NICHOLAEFF �. r mm murex-sAe wwf..nuf I I �.mm a 4c.mr rAoan e,m�ain I ARCHITECTURE+DESIGN c w.u.AAA ro ac eAauaaEo>t+m arAn I GWIULOIi W1 AIID 4Aa@(E W1TACiFD M IS3 far ro fxntID C. SATart mrm0.+aNn No I Ostero le,MA 02555 I I fws wm4c mKma�+m� I T-508 420 5298 (tro.uxa) F 508 420 2240 1 17-11y 1'-s}Z• 12'-tIy I _ hiCh0196f.0 ' I I r r I , R sip HeFIt j` Gj Or Gill('.J. L�;'t's L J I L J J� M.IG. DL 1 't j O lhAl I I , N L — - , EraxirsW;ieAw e J _ F _ _ PROJECT NUMBER: DRAWN BY:ON/AH J I I SCALE:AS NOTED I F _ 1 - i 4. DATE:SEP TEMBER 27,2018 Y-11}L' S•_I• I'-11�p •-11}�• 5•_I" Y-Ily. 4'-6' 11'-0' 8'0" 11'-0' 4'-6' 39'0• FOUNDA110N NOTES: TITLE: III' 1.TYPICAL SLAB ON GRADE 4'WITH 6x6-WI.4xWl.4 W.W.F.OVER 2•RIGID INSULATION,OVER 6 MIL-POLY VAPOR FOUNDATION PLAN BARRIER.PLACE SLAB MONOLITHICALLY W/O CONSTRUCTION JOINTS. CUT CRACK CONTROL JOINTS AT MAIN FRAME LAYOUTS AND COLUMNS WITHIN(12)HOURS OF POUR. 2.VERIFY ALL FINISHED FLOOR ELEVATIONS WITH OML DRAWINGS PRIOR TO CONSTRUCTION. 3.COORDINATE VENEER STONE LOCATIONS WITH ARCH.AND LANDSCAPE DRA'MNGS. 4.STEP FOOTING 2 HORIZONTAIL TO 1 VERTICAL.(SEE DETAILS). 5.ALL DIMENSIONS MUST BE COORDINATED AND VERIFIED W/ARCHITECTURAL PRIOR TO CONSTRUCTION. 6 CONCRETE MIX TO ACHIEVE 4000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS FOR WALLS AND SLABS, 3600 PSI FOR FOOTINGS. 7.STEEL BEAM POCKETS:PROVIDE 1/4•X 6'X 5'STEEL PLATES SET IN NON-SHRINK GROUT BED.SET BEAM POCKET ELEVATION AS REOUIP.ED TO ALLOW FOR BOTTOM OF STEEL ELEVATION,BEARING PLATE,AND GROUT BEO. 8.PROVIDE ALL HORIZONTAL WALL BARS W/28"X 28"DEDICATED CORNER BARS RUN BACK ALONG THE WALLsi BARS AND LAP SPLICED IN EACH DIRECTION. . 0 FOUNDATION PLAN SCALE:Ti4•=T'O 1 WALL SHEATHING KEY FRAMING PLAN LEGEND S,EAT1bX; NABaJO REOWREtl2HT3 RIBwJO[ p[TETUOR NMLt.a(NON9iEMWA1.L5, P IlariaEa Jmsrm,m.sEE COUAN(IIT:r,a%a� SEASIDE Vl.WA na DOJWO.IINXS-TmEOGPSAlID Cl DIB(Rr ,rP.�w,ESAEnI,TEBIACNALLJDINTS AUJaN>aeLccKEo SANCTUARY IM9DOR BEARING WALLS . / , OFLKI11ffA1NEW.RAt®,IDF,N�,lYn, - - ,�crv. rm.n-,.,JJ•TTrPEwop TrvEs)o%rvlauaalEvs a,sT FLOInoxLT ,//•�/ /i soro,noon+>:va 219 GREEN DUNES DRIVE EACHs� Arro<.ETKss,,ro.c.F@lD i.i1.' ,S f.W. ,Yp.n.,AK(IPPf NOR TYTE 9OITM1YUl SUtEwS ALL RCOR9waWE EAm swE wra•o.c.E»I>Es,+ro.c.Fmn Pmsr ///m/m/m//a/i/. CENTERVILLE.MA COLUMN KEY FLCMR m - E>g SETLNB FL�LiAN 4 JfOPOgTfYXIGiYi C. --IOM1GFIR BASE`QIR Q m9(e myfJ - CJ m- CaA m- �� 512ia MZ PLU M MAIN 4 P.T.POST RIBT_01A41fa9 M FSLe, o mm Posr Oaaca=c, ,HACK SO4EDULE ODITI3UOR BEARING WALLS)-UN.O. 1x A%e vr.Poar wE,nNO JiOCfA30PE ROast,FLn p ,movnzwas a .IssraXvrso.T,JBEmuX3,nzd,va HecnrnFra K.sJ. wturd ,Jn,K I ,aa,% CB NSS F1MIr 50WiE.>l�mIA01 nTdO,Att.NEIOM) J�smm dl0nd tJ63K i3k 3 ' c® cALv.Nssa:.-.uraauw�TlraE wJJNH ozd eE.%H�om r .mo% BP1O9'd 1 GENERAL NOTES: c,n NaaT)e1 J-SOUAftElUOECOWY➢J nzdA,Ax N©cNrl Frimm JACK SCHEDULE(INTERIOR eEARMG WALLS1 - C,1 1543YstflrT,YdEml991 nzdw,KNEmD) Fy. OP£Npp ,gDCWAtWME 3FLOORSA80VE s m.ss.we®m p®r.nln NtlmamL beirJ3c.,bpcta�Y.m IfPrord ,,t:K ,JnaK �cEysyp.ax..emmmPvmonbevrmrs.m,a nu „as a•.sa,rr TuaEcaww nzd,Acz.)+Flram Er-.m® Broad css xssrxaX,u-smwaTusE muJN nrd,aac KECKO y-smm z3n3K tp 3.TKr9tff PARALLAN PatCNNN W�iE JalllIXWw3MElm93 ) - anaaq lx . GR KL�YJ 5„D AtlbiliSmE OF JUX ' Cu aSX53S,BE PARNIAtl PSLCWAW abwoxo uavosmfMo-avp,.�mmp,ea HOPES: C,9 3Fp.P,JIE PARAUAN P9. AtLA>OIan,OJJGS AREAa61OtE0 roBE 31d53P.@ AS.i C,e a8X3g tk PAPAUAU PAC(xJTdiJ _ ��®uaONam m¢w,mmuc�viehway I x.xLua,s a,mss roBE,Igawv u4 NA�s,gna.c c,> I}+cw.ccac.FalEJ)srEEL Tl�lxxJwa+ cm Isaxs3T,rI�cAJAr muxsJ _ o�..em,.�.m.m C,e I},R•fM%WGALVAN�DSTEEL TUBE COUIJ01 Qa wSte bTEE1C04RN .. Cx, r0.A CONC.FETED STEELNBE mIATJ • C32 N651n,Jr SQUARE TU�COLLAOJ(18d WXHEJG+,i)PyJn%.81 CL IM56 bifAx-t2YW 6WWE TUBE COIJ+IwnTd W%....T)FV®K61 C3J I,I6g ZAn4,/r TUBE COIUMNnTd MAC KEIGMI)FpN NSJ '. HEADER AND BEAM KEY/�) - sla 1 N m3.n Kn lt)PC,?@t0.TNOOD \ man,remlN:+¢mrRrv+Dw ��� � t a mzre YXn)PC+?CDX 0.YYg0p � � mm isa maeaBm PC,Ilm(RYYgOO IIIJI � s (IT u�ul �PP19 �-0 -> mz%mwp)PC UItOX Rrnxxm I'iii ul !l w m3x—mPCVJ'CD%RYWDW wn (21Tx+: - L-+> Ia13n3 RJm Pc,¢Cm 0.rvmOO _ - I / lil f.>a•x>.xs t�MCP01.lAN LK ' L-tJ Ie)I.TYxT.3Y,.IX:NKJ1Q.WeLK - i � � L-ta In LTTx0.3T+.PE MICJIOUMJ IK - • L-+n m,.TTa0.3S,.0E AMROUA)J LK r- L-1> m,.>Tx0.8 f.OENIGItOWNLK I e (' -- I.>Txe..r,.aE NICH'ILUM LK -- I I I hll L.+a mL>s•xes L,EJncaouwN LK i '. LaD ro+.>n•x,YJ,.6EWIxJOUAYLK 1 I e� I" ,� � „ m ,c m±>s•x nRT,.6E RKnOUAr LK I I >` I _ = p{ Ida (a),]Tx,1.>5•+.cE(BCROUNILK -' - I �� b. I 4 , I I ,.zs 1,),.>s•x,,.eTT,.eE NICngLUeLK I R � n� i � I I La. m,.Trx n.nT,.BE NICROt1AM LK .. _ I m+.Tn•xTvT6'u UICROLLAL4K NICHOLAEFF Lao (+)1.Tn•x,.•LI,E LOCIK)LL/ LK ' rn,.TTx,a•L1BnacRcunm LK �m m,.TTx,.•LaEracxouAs,LK I ARCHITECTURE+DESIGN L.at m,.>s•x,e'i.aEwcROLwaLK I I L O—A e,MA 2655 )J La0 Ia)1.TSx,6',.0.a9CR911AM LK w, MI-1V+.¢ukRuaA:aLK ` I I l - T 508%05298 m,. L- 2 F 50B 420 2240 U•x.BEPAMIJNePEL - I P holaeff W 1,d0 n35-x,r 3-- L- - nT +T TIE PAHALVW PSL - r-Y•I 11�• 4•-I '... I WT n]3x03n3KPARAIJN(PSL I cfi 01 C8 CE PRPAUAM PSL ( I 1 LRICNML WTE9,.BIT 3.BE PJIUIUAY PSL XZE ¢AM- - -- - - y4 CJE41l. km ST Stiai;l„;n+t.1l a�� ' UC,roN19 TORE IN ACCOPOANCE,•ni„UAESACI,USEITG STATE BWIDBIG I �� (>.¢ f .� -- f - D:o.3a%3 WI-EANO IT.. %r1>NEILNGa,aTx Eomon,ar,oAUAmENIxaENrs a i \ ills I �^,• - -4�,W Wpf i8 wISEOON THE 30W INTERNAtIONAI RESIOENMLCODE ' 1 2 ALL 6n1UL1UML1aEAIBEliS 100E EASTENEDTOGEIHER P£R OiCNOBTABLE RAI¢3(+l, I =�I r -- I 9. TILL HEADERSNOTSI-6HALLWNFORU3C00atCTASM R (IXUN0. ( - - R/ tY I I ,.> 0. ALLPOSIS NOTSKONM SNJ M EOUIVAIENT>OA MORB,:JOR BETTER AT I L ---- • s. ml—L,A,eER swuL aE No.3sPRuces,nEFlRoa eE,TER ON(Ess NOTEo I ¢ AURAPTERa51,Au nELTmfeo TO TKE I-EROR.nILL TM PIATE vnrn sn•,PsrnJ,¢ NInaaur�aJPs oR F.n u, T. EACH 0.Y OF NVLn0.E84NBER NEAOF.RSW/4aIROWB,31Nalba,ro.C.U.N,a II - - J - - I \ e. BOLTJkuTIP(E LK KEwsu FOR smE IDAOFDC01mRIOXa PEiJ wwuFAcnweJs 1 �{- I -� \\ PROJECT NUMBER: REOU%iOJEMa.UN.O. - a. PREENIKNIsaaEo ms,vOra rr xEAOPxs sar ar auasmu,Eo wRTNE KEnoEns r'� / If /I 1 srXNJN.T,fE CONTRAC,pR swuL suaeaT SIOHEoasEAEEO sroP ORAYJJJcsro THE < - - - seAFORAPPRwAL VRImroPAeRrcwnon. - \ � I I \ I I I I a I-��� ORAWNI3Y:DWAH I O.vRONOE,rrarNacnslmJ eT•NN Ea vLr oEar,r oeRs IEXeevr®ooEROR \ � ..Ill I I I '- -- - I � Imo\ eALCO.n 6EAL4a).wrw DEPTH OF HERONS. - I I -- i % - 1,.OtB=PffCE PARNJAM(PEL)BEAUa 6 EWAt VADTN WYI_W T_ SUBa1PMED FORMULnPIE LK BFAYa,SUBA:CT TO MCIVFNGRIEERMPRw,LL. SCALE:AS NOTED ' 1x ALLwooD BEAU9 E1<pOSEOro WEATHER SINLL BE PREaaUPE TR=ATE0. 11 I III \ �I� I II ---- II I // -'- - DATE.- SEFTEMBER 27,2018 TITLE: FIRST FLOOR FRAMING PLAN ^ FlRST BOOR FRAMING NOTES-JOISTS TO BE BOISE CASCADE ALLJOIST AJS-20 a 16.O.C.U.N.O..WITH"FIREBREAK HITS• FACTORY APPLIED CERAMIC FIBERBOARD AND INTUMESCENT THERMAL SHIELD AT JOIST WEBS. 2. PROVIDE SOLID BLOCKING AT MID-SPAN(TYP U.NO.) 3. BET TOP STEEL ALL FIRST FLOOR FLUSH BEAMS J• BELOW BOTT TOM E FL FOR FLOOR SHEATHING. 4. FLUSH-FRAME ALL FIRST FLOOR JOISTS PATH SIMPSON IUS2.56/11.88 HANGERS(PERPENDICULAR)TYP- 5- SUBE TO BE j•T k G PLYWOOD,GLUED ANDSCR . FIRST FLOOR FRAMING PLAN SCALE:,/4 =+ 1 WALL SHEATHING KEY FRAMING PLAN LEGEND SW'IMIa'i NMMGRt�IIDffLEMB 1 fh2WRK DUUWR (NONCHEARMLIS) 1lIDIGlFSV ST OOIYi-SFE CmW9F t.EY F(RaCE ,>rAPA afC01@dO,rNMS_CacEOGFSarO SEASIDE OOKPIY ,Zox iN,t3ttii�lhr£l3Om(Atarf.Bna A]LRIDFISaLCG® NAB OS MEA NERFRAEt®UPR 19,W H SANCTUARY L•rcrP.. uo.s-,.vstrrvE woRrYPE s7oRYYALL somssg,staomtomv / //%/ sEmmFLooRu� , EACH SIDE wrsa.c.,xca.lzoc.mn j/j/jjj/ 219 GREEN DUNES DRIVE CENTEyr OYP. xo.e.,nxtrrv6waRiYPE a7mwau�,n AUFe�aaatews FAOI�£ wTa•O.O.EIDGFS.,20.G fi8D gRar RVILLE,MA COLUUN KEY _____ IWtK 612E taaW[ EY£ _ FIRST FL>3M-,L —_SEf]MC FL>IL'RPLAH c, axaFosrowcsm ca _---- Q mar oA I m2xt _sASEN NT FL III P 4 mma Ca4 I m>sla �� SUf4iESTED PLWHO+G OR4Ot - (:a nKa P.i.PO.4T RWTE OTpFU2N lx FTan, cs a,mFosroWc.Fat JACK SCHEDULE(E)VIER20R BEARING WALLS)-UN.O. rb um Pr.nos" aFvmu" ,muF aeovE RooFa,Fu I RooFa:Fizs o Nasxzx,:rSu.9uaELarraulvaolA,c II:PIm2T,)fyaKSl up— +rB,K trs,K m t�.e:m,rstwrwErt�2x,uAm 1,zoF2axtse[atp Fp v �aToao ,ea:K z,a:K z,a2K GENERAL NOTES: ,a)e oxv.aa.w:.csoua,ffT,aBEmrno, tezawct4]GN0 Fp.mrs eorova 2ra2K p zrnsK zrasK c�F tea 6.leYua•souxaiu�tbnaw e,srawx.aaaa„) FP.@® JACK SCHEDULE MfrERWR BEARING WALLS) • . ,,.a.rY,amna,n.am,v,Nm�no,asm.mmPma c11 ua zas•..vr TtmEcmeaot pz.rrmz.eiac;.try Fpa81t9 oPs,et6 ,PIO(LYA,tOYE sFLOORSABWE - m,nmX,m4mN.aYPvm..,Faae�mAroA c„a tta a+s+va•2r�wum t�'oware[m F1Pcs1m wros� +ra,K ,aa,K _ �1Q . scroso zas+K �a..aq v�.N��a.w�n+F®�®P cu xa sxcxwstxwffi,gEcoLumm t+z—ar-m FY'iRCU aroea a2K 21a2x ,m.mc�.+m�Ra.m�avaom,vm.,tmaF.c1 c+a asxzsTEnatAtLM,P9.00uoax ,vlsraEszacKumm NtnAae, - � - .+owe.,m. 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' 1 I I I i I I 'I 891 Main Street L-zo (zf vr.,6+.BE)mcaouJmt LVL I t.Ts N1wv 08 mil..08 M 8855 lab (]I1.TYx1Y T6ENICROL(ANIK I wf mvrrxtr t.eE NxxoLUNLVL I _�__ _ 111 (])+.Tr x,r IBE NIGi01.UMlYI L F 508 420 2240 nichaaetl.com s zs.,a z.oE PA2,WYf P6L I Las ss•,tY zaE FARADAY PSL I I- _ ,�+ // I I \\ _♦= I 'gin of Na° is 93rx1r 36E PAPAWUJP6L. I r s a•,6zr xaE PARAUAN vsL .. I 'z• 92�"� • lae 32Yx+f.�Y 20E PARAUAM PSL I•- — � I { 1 , I r _ — —_ � 1 — .I CLfNI'l JLM `\i amucn,vAL Noes -- — — I � I I I I to s1 u. RAI SIC T ALL<ON3TRUCl10N IS T00E IK pCCORDAHLE WITH WS6AGW6ETT65TATE 6LOLdMG I I �\ r — I� {��I — �I I , I ) :l Nc.3II2o3 /� CODE FOR ONE AND TVq Fg4,ILY DWEurJ06,61H EDRKIN,AtatALLAMEfa)SffHf6 • !1 I— h WNICHI60/sED—HExaoPNrtERw,YKIwu RESDENruLmDE I \ \ �_ — I� �_I— — J 3. U.NOTRULTUML NEYBEits TO BE FASTEMEDTOGERE.R PER,RCDOBTwnLE RW3911j. I -- ---. -- _- ___ +°` ALL HEADERS NOT SHOWN SMALLCGNFORMJDPB wCTAELf FBOZgn,U.M.O. PO6T6NOt6HONPJ6HALLBEE0UNA1£Nf TOAnWER{ W6ETTEA. - I I I _J I 'e ---lr IF; -- ,gin I 5. AnLL�FRAWNG(UMBER—BEND.23PRUCE PINE+w OR 6ETIEJi IINE58 MOTED O ILI 1 e. au RAF,ER EwPPm CUPSCR ro THE Exre)uoR VLVLTOPPUT Wvrrl soAPsoN Hx of I I I [ I I _ I 1 — — 1�1 hI — 1 I . HUHNGINE CLIPS OR EOVAL ]. NAIL EACH PLY Of 65ULTIPIE IEEtlnER IffAOEASW(3)ROW5,3tl NAR5$,2.00.UNO. 4 \ I { I l\ s PROJECT NUMBER: APPROVAL ) 6. &AT MLBTPtE LVL HEADERS FORSWELGADEO COIIDfilOM.9 PEA WMUFACRwFA9 I I i 1 I / \I( I 1 I/ \ a I A. PREENGPIFFREO COMPONENT(!FADERS MAY Br 6UB6iI,UTEO FOR THE t�DEA6 —._ � / QM 1 I I I 1 -\ � I —�1 I J- DRAWN BV:DWAH SHOWN.THECONTRAOTOR SHALL 6IJBMR 6IGNEDn6EP1FD SHOP DRAWINGS TOTE I I I SEA.FOR PRIOR TO FASRiGnON. +o.PrroWDE,rz•nrvmoo sHw anw Ea vLr oPL HEADERS (EzcEvr®E)GEfDOR BALCONY BEAMS(t1ATCN DEPn,OF HEADE0. I_I L— 1_ —1— —J I f.OME PIECE PARALLAAI(PSL)BEANS OF EQUAL V.�TN IMY 6E SDBSTRUIE➢ - L t $ IJBSTRUTED FOR MULAPIf LVL BEAMs.663�ECT TO ARCIVENGiNFERAPPROJAL I I L.—_ — — \�I ] — —_ [ — —\J——J I /J// SCALE:AS NOTED 2 AL'WOOp BEANS E%POSEDTO NTAn1ER SHALL BE PRESStWE iREPTED, I ' // _ DATE:SEPTEMBER 27.2018 0 TITLE: ROOF FRAMING PLAN S 1 . ROOF FRAMING PLAN SCALE:1/4-1'-0' 1 GENERAL STRUCTURAL NOTES: SEASIDE GENERAL REQUIREMENTS DESIGN LOADS MATERIAL SPECIFICATIONS (CONT'D) MATERIAL SPECIFICATIONS (CONT'D) SANCTUARY 219 1. DEAD LOAD AS DETERMINED BY ACTUAL WEIGHT OF CENTERVIL DUNES DRIVE 1. CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS REINFORCING STEEL WOOD FRAMING CENTERVILLE.MA IN CONJUNCTION WITH ARCHITECTURAL PLANS AND MATERIALS, AND LIVE LOADS AS SPECIFIED BY CODE. APPROVED PROJECT SPECIFICATIONS. 1. REINFORCING STEEL - ASTM A615, GRADE 60. 1. ALL HEADERS NOT SHOWN SHALL CONFORM TO TABLE 2. WIND LOAD - BASED ON ASCE 7 R602.7(1) OF THE 2015 INTERNATIONAL RESIDENTIAL 2. CONTRACTOR SHALL PROVIDE COMPLETE SET OF A) BASIC WIND SPEED (3 SEC GUST) - 110 MPH 2. WELDED WIRE MESH - ASTM A185 (FLAT SHEETS) CODE FOR ONE AND TWO FAMILY DWELLINGS. CONSTRUCTION DOCUMENTS INCLUDING PROJECT (Vult = 124MPH) SPECIFICATIONS TO ALL SUBCONTRACTORS PRIOR TO B) WIND EXPOSURE CATEGORY - 'C' 3. REINFORCING BAR MINIMUM COVER REQUIREMENTS 2. ALL POSTS NOT SHOWN SHALL BE EQUIVALENT TO A SUBMITTAL OF STRUCTURAL STEEL SHOP DRAWINGS FOR C) WIND BORNE DEBRIS REGION - YES A) CONCRETE CAST AGAINST THE EARTH = 3" TIMBER 4X4 OR BETTER. FINAL REVIEW BY ENGINEER OF RECORD. ENGINEER OF D) IMPORTANCE FACTOR - 1.0 B) FORMED CONCRETE = 1Y2" RECORD IS NOT RESPONSIBLE FOR OMISSIONS TO SHOP E) OCCUPANCY CATEGORY - II 3. ALL FRAMING LUMBER SHALL BE NO. 2 GENERAL NOTES: DRAWINGS DUE TO SUBCONTRACTOR NEGLIGENCE IN F) INTERNAL PRESSURE COEFFICIENT = +/-0.18 4, ALL SPLICES SHALL BE A MINIMUM OF 40 BAR SPRUCE-PINE-FIR OR BETTER UNLESS NOTED REVIEW PROJECT DRAWINGS. 3. SNOW LOAD - GROUND SNOW LOAD = 40 PSF. DIAMETERS. OTHERWISE. �md6c rein vem®s INTv tm.LV va lu@amv 3. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL FOUNDATION 4. ALL RAFTERS SHALL BE CLIPPED TO THE EXTERIOR DIMENSIONS ON THE ARCHITECTURAL PLANS PRIOR TO CONCRETE MASONRY WALL TOP PLATE WITH SIMPSON H2.5 HURRICANE CLIPS "° CONSTRUCTION. 1. THE ALLOWABLE PRESUMED SOIL BEARING CAPACITY 1. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM OR EQUAL. IS 3,000 PSF, AND SHALL BE FIELD VERIFIED BY THE 4. CONTRACTOR MUST PROVIDE STRUCTURAL STEEL SHOP CONTRACTOR PRIOR TO CONSTRUCTION. C-90, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL �F DRAWINGS TO ENGINEER OF RECORD FOR REVIEW AND PSI. ENGINEERED LUMBER AND ASSOCIATED HANGERS AND APPROVAL PRIOR TO CONSTRUCTION. 2. THE FOUNDATION DESIGN IS BASED ON THE BOTTOM CONNECTORS FOR APPROVAL PRIOR TO CONSTRUCTION. OF FOOTING ELEVATIONS BEING ABOVE THE GROUNDWATER 2. MORTAR SHALL CONFORM TO ASTM C-70 TYPE M OR S. DRAWINGS DEPICT CONNECTION OF NEW AND EXISTING 5. CONTRACTOR SHALL COORDINATE ALL ANCHORED OR TABLE. THE FOUNDATION HAS NOT BEEN DESIGNED FOR WOOD MEMBERS WITH HANGER LOCATIONS, HOWEVER EMBEDDED ITEMS SHOWN ON THE STRUCTURAL DRAWINGS HYDROSTATIC PRESSURE. NOTIFY ARCHITECT/ENGINEER 3. ALL CELLS TO FILLED WITH 3000 PSI GROUT CONTRACTOR SHALL PROVIDE ANY ADDITIONAL HANGERSra�.ila WITH ALL SUBCONTRACTORS. IMMEDIATELY OF ANY GROUNDWATER, LEDGE, OR OTHER CONFORMING TO ASTM C-476. IDENTIFIED IN THE SHOP DRAWING APPROVAL PROCESS P SUBSURFACE CONDITIONS THAT WOULD AFFECT BEARING AT NO ADDITIONAL COST. i INSPECTIONS` CAPACITY OF THE NEW FOUNDATION. STRUCTURAL STEEL 6. ALL MANUFACTURED LVL WOOD FRAMING SHALL BE J�O'2�1L 1111 3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE 1, MATERIAL SPECIFICATIONS MICROLLAM LVL OR EQUAL HAVING THE FOLLOWING 1. THE FINAL STAMPED AND SIGNED "FOR CONSTRUCTION" ENGINEER OF RECORD IF THE SOIL CONDITIONS VARY A) W SHAPES - ASTM A992, GRADE 50 PHYSICAL P)iOPERTIES AS A MINIMUM: DRAWINGS REPRESENT THE COMPLETED STRUCTURE. THE FROM THOSE SHOWN ON THE PLAN REFERENCED UNDER B) GHANNELES, ANGLES & PLATES - ASTM A36 E=2.0 X 10 PSI OR 2,000,000 ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE MEANS ITEM '1' ABOVE. THIS INCLUDES EXPOSING CLAY TYPE C) HSS ROUND/RECTANGULAR TUBES - ASTM A500, Fb=2800 PSI AND METHODS OF CONSTRUCTION. THIS INCLUDES, BUT IS SOILS, PEAT, OR GROUNDWATER DURING THE EXCAVATION GRADE B, Fy=46KSI NOT LIMITED TO, TEMPORARY CONSTRUCTION, SHORING, FOR THE PROPOSED BUILDING FOUNDATION. D) STEEL PIPE- ASTM A53, GRADE B 7. ALL NEW ROOF RAFTERS TO BE 2X10 #2 OR BETTER SAFETY, CONSTRUCTION SEQUENCING, FIELD PROCEDURES, E) HIGH STRENGTH BOLTS - ASTM A325, ASTM A490 SPRUCE-PINE-FIR @ 16" O.C. UNLESS NOTED i AND ANY OMISSIONS BY THE CONTRACTOR AND 4. ALL SOILS IN A LOOSE CONDITION THAT DO NOT F) MACHINE BOLTS - ASTM A307 OTHERWISE. SUBCONTRACTORS AFFILIATED WITH THE PROJECT. REPRESENT UNDISTURBED NATIVE SOIL, SHALL BE D) ANCHOR BOLTS ASTM A307 i COMPACTED TO A DENSITY OF AT LEAST 95% OF THE 8. TYPICAL CEILING JOISTS SHALL BE 2X8 #2 OR } A MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM 2. NON-SHRINK GROUT WITH A COMPRESSIVE STRENGTH OF BETTER SPRUCE-PINE-FIR @ 16" O.C. UNLESS NOTED CH OLAEFF 2. PERIODIC .SITE INSPECTION MAY BE PERFORMED BY THE ARCHITECTURE+DESIGN i ENGINEER OF RECORD. INSPECTION IS CONDUCTED TO D-1557). 5,000 PSI SHALL BE USED UNDER COLUMN BASE PLATES. OTHERWISE. 85t Main Street CONFIRM THAT THE CONSTRUCTION IS IN GENERAL OstervMe,MA 0265 CONFORMANCE WITH THE STRUCTURAL DRAWINGS. THIS SHALL MATERIAL SPECIFICATIONS 3. ALL WELDING TO BE IN CONFORMANCE WITH AWS D1.1, 9. STANDARD WINDOW AND DOOR OPENING HEADERS F r s5o5 ea W420 4zo s2z98 NOT BE CONSTRUED TO BE CONTINUOUS OBSERVATION OF THE "CODE FOR WELDING IN BUILDING CONSTRUCTION" AND TO SHALL (3) 2X8 WITH 2" PLYWOOD FLITCH PLATES "aoae4ao g�tv�.�szz=t ' PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CAST - IN PLACE CONCRETE BE PERFORMED BY AWS QUALIFIED WELDERS. UNLESS NOTED OTHERWISE. 010 00NSTRUCTION IN ACCORDANCE WITH THE STRUCTURALn DRAWINGS AND THE CURRENT ADOPTED BUILDING CODE. 1. THE FOLLOWING "AMERICAN CONCRETE INSTITUTE" 4. ALL W SHAPES TO HAVE 9/6" PUNCHED HOLES (FOR 3'2" 10. EXTERIOR WALL SHEATHING TO BE "ZIPWALL" (ACI) CODE LATEST EDITIONS APPLY. DIA. A307 BOLTS) IN ALL FLANGES AND WEBS. HOLE SYSTEM WITH TAPED JOINTS. A) ACI 318 (CODE) PATTERN TO BE 16" O.C. STAGGERED TOP AND BOTTOM OF APPLICABLE CODES B) ACI 211.1 - MIX PROPORTIONING WEBS, AND ALTERNATING EACH SIDE OF WEB AT FLANGES. C) ACI 304 - PLACING 1. BUILDING CODE - 780 CMR 51.00 "9TH EDITION D) ACI 332.1R-06 - "GUIDE TO RESIDENTIAL 5. ALL WOOD NAILERS AND WEB PACK-OUT OF W SHAPE MASSACHUSETTS RESIDENTIAL CODE ", AND ALL AMENDMENTS, CONCRETE CONSTRUCTION" BEAMS AND COLUMNS SHALL BE ATTACHED TO STEEL WITH WHICH IS BASED ON THE INTERNATIONAL RESIDENTIAL CODE E) ACI 347 - FORMWORK Y2" DIA. A307 BOLTS. DRAWN sr:DwAH 2015 (IRC 2015) F) ACI 360 SLABS ON GROUND 6. ALL WOOD HAILERS TO HSS COLUMN SHAPES SHALL BE SCALE ASNOrM 2. STRUCTURAL STEEL - LATEST EDITION OF AISC CODE. 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (150 PCF) ATTACHED BY POWDER ACTUATED FASTENERS. (HILTI X-U WITH MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED TYPE), DATE:SEPTEM6ER 27,201E 3. CONCRETE - LATEST EDITION OF ACI CODE. BELOW. 7. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY A) FOOTINGS - f'C = 3,000 PSI (AT 28 DAYS) BRACING UNTIL STRUCTURE IS COMPLETE. 4. WOOD - LATEST EDITION "NATIONAL DESIGN B) FOUNDATION WALLS - f'C = 4,000 PSI (AT SPECIFICATION" (NDS FOR WOOD CONSTRUCTION. 28 DAYS) MATERIAL SPECIFICATIONS (CONT' C) SLABS - f'C = 4,000 PSI (AT 28 DAYS) 5. REINFORCING STEEL - LATEST EDITION CRSI MANUAL. MECHANICAL ANCHORS 6. ALL CONSTRUCTION SHALL CONFORM TO THE AFPA/AWC 1. EPDXY ANCHORS, SLEEVE ANCHORS, OR WEDGE "GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS FOR ANCHORS SHALL NOT BE USED, U.N.O. ON STRUCTURAL ONE AND TWO FAMILY DWELLINGS, 110 MPH EXPOSURE B." DRAWINGS, OR APPROVED IN WRITING BY ENGINEER OF ' RECORD. ADDITIONAL PRODUCTS 1. ALL MATERIALS USED IN CONSTRUCTION OF THE BUILDING AS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE AS NOTED. ANY ALTERNATE MATERIALS OR PRODUCTS MUST BE APPROVED BY THE ENGINEER OF RECORD INS1 WRITING. . 6 ' r> STRUCTURAL NOTES 1 'SEASIDE SANCTUARY 219 FEPARTMENT TECTORS REVIEWED CENTER ILLE,MBDRiVE CENTERVILLE,MA SUILDING DEPT. DATE DATE ES ARE REQUIRED FOR PERMITTtt,'^ GENERAL NOTES: mo w�ym ea�e�m..n,a�.am�wcnrens mm Barnstable Bldg.Dept. . 6' 4'-2' 6' 14'-6' 14'-6' G ."4'-2' 6' Approved by: ------ ---- ---- ---- ---- ------ /8--33Y17 --------------- Permit#: I I fig• w�:,,,,,�,� 1 I I >n 1 I iI FE�j COVFREDsPORICIi jt ,--.y S-1/Y PA WLV r ABOIE ABOVE ABOK Aemf I aBp1t AHOY£ 1 A801£ /BpK',a�1 F————_ Sltl-x�� O`O ZO� 1 ———— O O 8 I® 11 12 y 1^ to I. i i I I ----. � !uxAwALL J' �wW01�� ww II T� r� I I.G mrc s't'Owe`TXT'`�s � I I Aeo1E � ABOVE a ' I 103 I ry t7 NICHOLAEFF INc C/ ARCHITE C TURE+.DESIGN 2 I I O � 1 rn 10 I „ � w® c�As I K>resr.G,v Mein S:2e'[ Ost—ille,MA 02655 - __ NI 15y' 9'-ty' 5y' Il I T YO' -I'-72'-7}[2' '3'-ID}2 1 t' 5 3-OY2 5 •.4, 2 - _ _ _ T 5084205-JB Y F 508 420 2240 ' 1 I nichGleeft— S.D/C.0. 1 I S1EtlE0 A4O N! F WALL i- s b S R 3R UNORL •Y ® 2 —e - row FIRST FLOOR DOOR SCHEDULE __ o DOOR E —�+�•� 1--F DOOR ROOM flH0 FIRE NOTES SW NC DIRECTION RATING STORAGEW BATH 3 10 S}2 F„I I I I 100A MU UNORY 3-0 8-0 RIGHT 'CUSTOM PAINTED WOOD900R DRAWN BY:DWAH 1008 U ORY -! -10 IEFf -- POCKET DOOR 103A - DINING 2-0 9-6 -LEFT bNA ALL W 1 G FOLDING DOOR Ewuosxs - 705A STORAGE -0 -ID NA -- CUS PAINTED 5O(Ml DOUBLE DOCK SCALE:AS NOTED 105A - STAIR 4-3 7-10 LEFT -- CUSTOM PAINTED ODOR NEW INTERIOR DOORS TO 1-3/4•SINGLE RECESS FLAT n PANEL TYP UNLESS N07M OTHERWISE(FINISH: PAINT DATE:SEPTEM=ER 27.2018 GRADE POLISHED NICKEL HARDWARE). ,. FIRST FLOOR WINDOW SCHEDULE t.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAP SIZES 6• 4'-0• I -11 !2'-6/2• 2'-fi/2• I-il}fL'� 12'-6' I-Ili2 2•-6 17-6Y' 3'-TIJ¢' MARKfl2-5* B TYPE FRAME MATERIAL NOTES IN INCHES..G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZE REGVIRF3J HEIGHT WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR& - 1 1-9 -- PEW GUST FlI®TRANSOM WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWSE 4'-6- II'-0' Ir IO' 11'-0' 4'-6• 2 5-1 NANAWAII OUTS G DOMING TRA SOM WNDOW 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, _3 1-9 -- PEW GUST FIXED TRANSOM CENTER-UNE OF DOOR OR WINDOW.OR CONTROL POINT UNE,UNLESS 4 1-9 — — PEW CUSTOMFIXED TRANSOM INDICATED OTHERWISE. - I I, I 5 1-9 — — PElLA OUST Fl%E'D TR3.P.LL EXTEAIDF WALLS SHALL BE 2Xo SPRUCE-PINE-FIR.2 OF BET'TETi 6 1-9 -- -- PELLA OUST 'rTRSTUDS @ 16'O.C.,UNLESS NOTED OTHERWISE7 - 1-9 — -- PEllA Fl%FD TRANS 121 B 1-9 PEW FIXED 4121 4.ALL INTERIOR PARTITIONS SHALL BE 2X4/2XG SPRUCE-PINE-FIR k2 OR y 9 3-5 1-9 — PEW FI ED TRANSOM 64121 BETTER(P 16'O.C..FULLY INSULATED W/aT UNFACED FIBERGLASS SOUND U) -5 1-9 -- -- PEL A FIXED THAN 121 TITLE: INSULATON 11 3-5 1-9 W PE FIXED TRANS 4121 12 3-5 t-9 PEW FIXED TRANSOM121 FIRST FLOOR PLAN 13 3-5 1 -- -- P FIXED TRAM 121 GENERAL NOTES 3 14 -5 -9 EW-9 -- -- PEL1A Po6D TRANS 21 15 2-5 1=9 P.IA OUST FIXED TR SO - ® HARD-WIRED PHOTOELECTRIC COMBINATION 16 2-5 1-9 _ __ PELA OUST FIXED SO O. SMOKE/CO2 DETECTOR WITH BATTERY BACKUP 17_ 2-5 1-9 -- -- -PEl1A CU Fl7ffD TRANSO 18 2-5 I-9 __ PEUA GUSTO FIXED ® HAAD-WIRED PHOTOELECTRIC SMOKE DETECTOR 19 1-i 1 1-J 1 6 -- -- PE11A CUS AMP" ' S.D. WITH BATTERY BACKUP 20 1-4 1 ,PEW N A KING e HARD WIRED WALL MOUNT CARBON MONOXIDE NEW EXTERIOR WINDOWS TO BE PE11A ARCHITECT - C,O, DETECTOR SERIES,HURRICANE RATED EXTERIOR WITH DOUBLE-PANE HARD-WIRED FIXED TEMPERATURE HEAT DETECTOR LOW-E UNLESSGLASS AND STANDARD INTERIOR SCREENS-lYP Al 9 AINT GRADE ® WITH BATTERY BACKUP INTERIOR.MITE NOTED OEXTERIOR.POUSHEDTHERWISE(FINISH: PNICKEL HARDWARE). ALL DEVICES TO BE WIRED INTO INTEGRATED - - BUILDING ALARM SYSTEM , 1 FIRE PROTECTION 121 FIRST FLOOR PLAN SCALE:1/4`=l'-O' 1 t SEASIDE SANCTUARY 219 GREEN DUNES DRIVE .. - CENTERNALLE,MA GENERAL NOTES: .m emwsm mmmdmee�.n:da-•x�a.aao,;.,gv� am•a v:mve:admvery ms wneep e:an+m, . - uu-afMm�anm^ oacvanmo+/F�v:mvP . - wan voodre w.mv,rA�'m dmefvm Ovow rmmbm ' - � uae:v�v xvem:vernmova.v:�.d.avmwC+dc - - veu:mmme ewea:dns vvwdeeeaeaa - , . /' O avmmuw e.0. mammas vemm ecmea. � 0 1-+-; I I \`��'J✓BIZ a I I I l 4 of IC I I� NICHOLAEFF •7 o I I 13y 6"1• 5 '2•- Y• i y 4 Y�D.5 1. 3}'•I I I ARCHITECTURE+DESIGN �` I. I Ih� 891 Man Street ( rl Osterville.MA 02655 .. I ( T 508 420 5298 i }I ?� IIfkfSTOaR - .. nich0e 1f.00m t RED n@c[ - o i - -- - - ,- 0 1if II E II- z •e EID SECOND FLOOR DOOR SCHEDULE E ! ( I I �a �1 D - � ^��`. I I 1 2O OOR DRAWN 6Y:DWAH ' =1 t SIT I - S I T1 ` SIZE FIRE ry DOOR$ ROOM NOTES SOG DIRECTION RATING SCALE:As Norm 14D HGr III Ili _ I O 204A aD TH 3-0 -0 RIGHT -- DATE SEPTEMBER 27,2018 _-Ir -J� ( I-L _ L-1_J' - 23 IV 21�————0 209 Bm 5-11 1 1` -2 NA __ to arlrn 1 w _ I 205C- BED -0 _2 LfFf. PEL_A CLAD FIXEDE%TQUOR DOOR ns 2078 BFDR 2 5-11 1 4NA 207C B 3 09A BATH R-O -2 - LEFT PELA Fl70'D EXTERIOR DOOR 2- 0.0 -0 -0 LEFT ---- 2IGHT 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES IN INCHES.G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED 2'-0• 4'-5 4'-6• 4'-0• 4'-0• 4'-6• \ 4'-6• 1'-0• NEW EXTERIOR DOORS TO BE PEL1A ARCHITECT SERIES, WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR 6' 1 HURRICANE RATED EXTERIOR WITH DOUBLE-PANE LOW-E GLASS AND STANDARD OUTSW.NG SCREEN DOORS-TIP 11'-0• - '-5•WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE 4'6• 8'-0• it'0• 4 DO I UN LESS NOTED OTHERWISE(FINISH: PAINT GR AGE 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, INTERIOR,WHITE EXTERIOR,POLISHED NICKEL HARDWARE). CENTER-LINE OF DOOR OR WINDOW,OR CONTROL POINT LINE,UNLESS 39,-T NEW INTERIOR DOORS TO 1-3/4•SINGLE RECESS FLAT INDICATED OTHERWISE. PANEL TYP UNLESS NOTED OTHERWISE(FINISH: PAINT 3.ALL EXTERIOR WALLS SHALL BE 2X6 SPRUCE-PINE-FIR#2 OR BETTER I GRADE POLISHED NICKEL HARDWARE). STUDS @ 15 O.C.,UNLESS NOTED OTHERWISE 4.ALL INTERIOR PARTITIONS SHALL BE 2X42X6 SPRUCE-PINE-FIR 42 OR BETTER 916'O.C.,FULLY INSULATED W/3)T UNFACED FIBERGLASS SOUND INSULATION - SECOND FLOOR WINDOW SCHEDULE TITLE: SECOND FLOOR PLAN GENERAL NOTES 3 MARK-v-D7 SIZE HEIGHT T1PE FRAME MATERIAL NOTES HARD-WIRED PHOTOELECTRIC COMBINATION 21 V-11' 4'-11• — -- PELA RIGHT HINGE CCA H T 13559-TEMPER GLASS SMOKE1002 DETECTOR WITH BATTERY BACKUP ® HARD-WIRED PHOTOELECTRIC SMOKE DETECTOR 22 4'-11• 5-11• -- -- PH1A FIXED PICNRECLASS �971- PEAED 5.D, WITH BATTERY BACKUP _ _ _ 23 i-il• 4'-11• - _ PELA FIXED PICTURE HiNDO g5959- PERM ® HARD WIRED WALL MOUNT CARBON MONOXIDE - 24 2-il 4-I1 FLTlA LEFT NINGE CASFAIBIT 559- PLR GLASS C.O. DETECTOR — __ Al HARD-WIRED FIXED TEMPERATURE HEAT DETECTOR H.D. WITH BATTERY BACKUP NEW EXTERIOR WINDOpfi TO BE PELLA ARCHITECT ALL DEVICES TO BE WIRED INTO IfYTEGRATEST SERIES.HURRICANE RATED RD INTERIOR WITH DOUBLE-PANE BUILDING ALARM SYSTEM LOW-E GLASS AND STANDARD INTERIOR SCREENS-TYP UNLESS NOTED OTHERWISE.(FINISH: PAINT GRADE INTERIOR.WHITE EXTERIOR,POLISHED NICKEL HARDWARE). 9 2 FIRE PROTECTION 2 SECOND FLOOR PLAN SCALE:1/4' -O• 7 CD h Ll 15 l5 GREEN DUNES DRIVE '1 171 45' , 1 `,01 1 it �\ —A co 1 N � �i 011i 1 1 1 � l`\ i i 36 8 >p 0, �N CONCRETE FOUNDATION TF = 26.8 0 I TOP COg STA - BgNK �gNT�c J FT FOUNDATION PLOY PLAN DCE #99-377 PREPARED EXCLUSIVELY FOR THE PURPOSE OF- OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE 219 GREEN DUNES DRIVE LOCATION WEST HYANNIS PORT, MASS. PREPARED FOR: SCALE 1 = 50' DATE APRIL 14, 2015 EDWARD AND BO ITA LESLIE OF 4fgSs9 REFERENCE ASSESS MAP 245 PARCEL 24 0` DANIEL cyG� A. I HEREBY CERTIFY THAT THE STRUCTURE OJALA . N No.40980 SHOWN ON THIS PLAN IS LOCATED ON THE q GROUND AS SHOWN HEREON. �0,ess\�� off 508-362-4541 - �NQ S U M Ey O _.fox 508 362-9880 L. I down cape engineering, inc. _ \ -� '�` Cl WL ENGINEERS C�f) LAND SURVEYORS ------------ ----------------------- 939 Main Street — YARMOUTHPORT, MASS DATE REG. LAND SURVEYOR Barnstable Bid .Dept. Approved by: Permit# CUSTOM Q`UALITY POOLS COPING(TYP.) --to NTINOUS BOND BEAM @ TOP COPING OP WALL w/(3)#4 BARS(TYP.) 24^COPING COVER STONES 7oTt�of wnu v,ol w BARs 6 I N N I S DRIVE STONE CAP BY OTHERS COPING STEEL BRACKET PLASTER TIGHT TO RING B I LLE R I CA, MA 01821 --- 3/8"MIN WHITE MARLTTE'POOL STONE VENEER ANTI-VORTEX COVER FINISH(TYP.)OR PEBBLETECH SEE POOL DETAIL#FOR TYP. w.aTER SURRACF ��Eb�ER„zA�K 978-663-8290 ---- AUTO COVER W/ - - - wMw wBEI-• LITE' L TYP.^WATERSIDE - - - - LEADING EDGE BAR PROVIDE$3TIE _ POOL WALLREINF. ,. lJlfOO°ClIStQIl1qualltyp001$.COm a LBJISB(TVR,1 OR PF.BBLBTECM1I FREE-DRAINING ( ) " GRATES AND . FlN SB STRUCTURAL BAR AS SHOWN GUNITE WALL- RIVER STONES PROVIDE ADD'L#3 BENT POOL SKIMMER rMw.aR. FILL(TYP}. 3@ 6"O.C.(VERT.AXIS) BARS A S S H O W N(3 E A. HYDROSTATIC VALUE 3 @ 12"O.C.(HORZ. WAY-6 TOTAL) TO DECK 12"MIN.ABOVE MV oxnwwc ___ _ PROVIDE 3/4"0 CONDUIT sJnvcrulewc en.L ®a•O.C.eacrl wnr - b #4BFNTBARSQ6" COLLECTION TUBE WATER LEVEL 4 a o.c.EA.wAv 2"LINE VACUUM BREAKER �"'-1/2"STONE �2"OPVCPIPEOUTT /� -- J"Mw.0 R. CENTERED(TYP.) T 0 2nd M A I N D R A I N - - -- PUMP - NEW POOL LIGHT -• - - - PROVIDE(2)#3 TIES (110.V 500W). - POOL SPECS . 3"MIN.CL - - NOTE:BRAINCBVERSSNNLLBE - AS SHOWN GROUND PER LIGHT PRO R - - 7 VIDE ADD'L#3 (TYP.-SOIL SIDE) - BENT BARS AS SHOWN SIZE: 20'X 60' SQFT: 1200 MANU.SPECS Jn" _ 13" R^ 2 EACH WAY-TOTAL)' ; PROVIDE ADDYADDY#3 BENT MOVIM ROCK PACK - R-Mw.rulans GUNITE CONCRETE BARS As SHOWN @ 6" DEPTH: 3y 6 5'9" EST.TOTAL GAL: 40,500 J PROVIDE ROCK.PACK. - _.._._. .._-- - _ _ n „,1�"��,,,..� -NTs z� SCALE-NTS L #RETURNS. 6 G—AS�MAIE #SKIMMERS: 3ScnLE SCALE-NTsz° TILE. 6 WATERLINE TILE AUTO COVER. YES SCALE-1/4":V22 C24) F N D scALE-NTs INTERIOR MATERIAL: PEBBLETECH/SHEEN ' SCALE- SPA SPECS • SIZE: 8'X8' SQFT: 64 DEPTH: 3'6" TILE: MATCH POOL #JETS: 12 #SKIMMERS: T SPECIAL RAISED 18" #DRAINS: 2 VENEERED WALL WITH STONE CAP(BY n INTERIOR MATERIAL: PEBBLEfECH/SHEEN OTHERS) rn w = 12"DAMN WALL PLUMBING "--- RETURNS: ADJUSTABLE EYEBALL SKIMMERS: SURFACE MOUNT POOL MAIN DRAINS: ANTI VORTEX SPA MAIN DRAINS: ANTI VORTEX RETURNS(6)TYP. CLEANING SYSTEM: POLARIS SPA SPILLWAY: N/A WATER FEATURES: N/A NEGATIVE EDGE: YES - --------------"•--------------'-----'---------------------------'----- , "---------------------------------- EQUIPMENT---------------------------------------------'--------------------- ----------'------------------- - - &0 SLIGHTS IN POOL: 5 GLOBRITES LIGHTS IN SPA: I-GLOBRITE AUTOCOVER VAULT SEE DETAIL#22 POOL PUMP: 2.5HP INTELLAPRO SPA PUMP:2HP JET PUMP OFILTRATION: 450FT2'CART FILTER SPA HEATER:SHARED W/POOL HEATER: 400K BTU MAXITHERM GAS: NATURAL TIMER:AQUALINK W/IAQAUUNK SPECIAL: NEGATIVE EDGE PUMPS N NOTES: MAIN DRAIN k SEE DETAIL#25 1 . FOR ADDITIONAL POOL INFORMATION SEE POOL SUBMITTAL FILE BY THE POOL ; 0 INSTALLER. _ - - IN ACCORDANCE WITH THE TH EDITION OF THE �. 2. POOL TO BE CONSTRUCTED8 t , zo MASSACHUCHETTS BUILDING CODE, APPENDIX 'G'. ° POOL LIGHT(5) POOL STAIRS SEE DETAIL#21 3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED PROOFROLLED SEE DETAIL#26 w NONORGANIC AND NON-EXPANSIVE SOIL WITH A MINIMUM BEARING ALLOWABLE OF 3000J, + ------ SURFACE SKIMMER PSF AND A MIN 4" LAYER OF 1 .5 COMPACTED STONE. ALL WORK TO BE IN COMPLIANCE ` Co (3) SEE DETAIL#27 BENCH WITH TEH AMERICAN CONCRETE INSTITUTE ACI-318-02. ° - --------------6--------- - J / ------------ �-----12'6''----------- � ------------•6----------- �--------------------------12------- --- ------- - ------------ -12 - --- - -- - - ------12------------------------ - - --- - - iz ----- --- ------- - 4. SKIMMER, MAIN DRAIN, POOL LIGHT, & RELATED DETAILS �a POOL STRUCTURE TO BE DESIGNED BY OTHERS AS REQ'D. ------------------------------------------- _ xYDxOTHERAPY 5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE ALTERED WITH THE FOLLOWING NOTES JETS(12)TYP. . CAVE ATS: _----------------'�-----------'-----� 04CFRIAI�� - A. THE MAXIMUM LENGTH WILL BE 60,_0„ - B. THE MAXIMUM WIDTH WILL BE 20'-011 ----�- - ---------- C. THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. D. THE DEPTH SHALL NOT EXCEED 51.911 E. THE RADIUSES SHOWN FOR THE DEEP END AND SHALLOW END :SHALL BE AS SHOWN 1';rlo" ------------ s' - -- - - r�6" BUT MAY BE INTERPOLATED TO DEPTH. SEAL 2,B n--114,.:, LE— F. THE PITCH FROM THE SHALLOW END TO THE DEEP END SHALL NOT EXCEED THE PITCH SHOWN. � r,0F&g', �4 < �� -------- ------------------------------------ ------------------- - a fAl ---------------------------------------18'2"------------=--------------------------f---------------------------------------18'3"---------------------------------------f- - 24 / --+�- 6. THE POOL CONSTRUCTION IS TO BE IN FULL`COMPLIANCE WITH THE 8TH EDITION OF 1„ No � 5 . ..............• ---•----............... .-.....-...----------------•------------- ................_....-------.... ...... ...... ........-•----------... ......... ......... . ....:....... ------. ------• ------.. -•---•-•--------------........------.........------------.... .....................:..:.......:........... ......:.............................................:.............::........ ,� ,� THE MASSACHUCETTS BUILDING CODE, APPENDIX G. LISTED IN SECTION AG108 OF - APPENDIX G ARE THE ADDITIONAL STANDARDS THAT WILL BE ADHERED TO, INCLUDING BUT NOT LIMITED TO THE FOLLOWING . AG103-1 ANSI/NSPI-5, STANDARD FOR RESIDNETIAL IN-GROUND SWIMMING POOLS. AG106.1-ANSI/APSP-7, STANDARD FOR SUCTION ENTRAPMENT AVOIDENCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT DING# DESCRIPTION DATE TUBS AND CATCH BASINS. AG103.3-ASCE/SE1-24, FLOOD RESISTANT DESIGN AND PERNI_i oRAv,aNGs FOR PERMrT ii/12/i8 CONSTRUCTION. AG105.2, AG105.5-STM F 1346, PERFORMANCE SPECIFICATIONS FOR ALL COVERS FOR SWIMMING POOLS, SPAS AND HOT TUBS. AG105.2-UL-2017, STANDARD FOR a .O:F1LE_ _ GENERAL-PURPOSE SIGNALING DEVICES. - 7. AUTOMATIC SAFETY COVER TO MEET OR EXCEED ASTM F-1346-91 REQUIREMENTS. PROJECT INFO: i NAME: GREEN DUNES POOL/SPA ADDRESS: 219 GREEN DUNES DRIVE CITY: HYANNISPORT STATE: MA PHONE: ZIP: ,OB#: CQP-18-11-11 AN VV L 45 LC 156 4G p ° MA -45o� -' ��' c n lE Eac R AD Q ° o c't ,. CRAI ., 2 o 4 Vi ``y2 0 \ # 253 2� ye m . o ° o \ 13 z �\ o o �� c , r ° \ ► �,.� �' k Locus i a" SQUAW IS DRIVE NANTUCKET SOUND \ I ' �h \ ! 16 \ s � LOCUS MAP ► i ,� 50,, NOT TO SCALE. ► ,t �, , \.,\ \\ ASSESSORS MAP 245 PARCEL 24 �1 CA OT s�� p - , .mac OWNER OF RECORD •� 1 I EX. BAS V AND •o 't ,` '� �6 ! SEASIDE NOMINEE TRUST ELIZABETH K. COTTER, TR. o - 14 DRAPER ROAD ► �O� Ir �� m DOVER, MA 02030 - REFERENCES A% '�, I CERT # 206917 22 �, ��` z�-�� � � >\, i J � LCP 15694M LOTS 68 & 69 NOTES.. ` '�^ �'� `\ ,•Y `\ , � ,phi" ��i �ta ��, i �f ' �' � � \ BENCHMARK: 7, 1. DATUM IS NAVD 88 (GRADES READ 1.25' LOWER THAN PREVIOUS SITE PLAN). TOP OF LAND COURT BOUND ,, \ �N , 3 �0 \ �, ,ate.. it ' � 2. CONTRACTOR SHALL BE RESPONSIBLE ELEVATION 21.5' NAVD88 r o. \ A\ FOR CALLING DIGSAFE \ (1-888-344-7233) AND VERIFYING THE ik LOCATION OF ALL UNDERGROUNDOVERHEAD PRIOR & C MMENCEMENTiTIES OF WORK. TO w'�-� -� ` 2 /' NOTE; EXISTt 3. BUILDINGS ARE NOT LOCATED WITHIN W I 2 NE A FLOOD HAZARD ZONE w �-,� .' '� ,t c OWNERSHIP i - ----- --------- -- `�-�23 _ -- � 3 4. POOL FENCE SHALL HAVE EX eASIN AN rr SELF-CLOSING SELF-LATCHING.GATES, EXIS77AIG SIZE AND MATERIALS TO MEET LOCAL PAVED _-- - _ - AND STATE BUILDING CODE, ALL I D VE' ,_-__ - _ _ \ W 3 N DWELLING DOORS OPENING TO POOL - SHALL BE ALARMED TO CODE. SEE �S21 ,� � � ~', r /�� n\ , � 25,8 -��-� LANDSCAPE PLAN FOR FENCE LOCATION ' 11 5. SEE LANDSCAPE PLAN FOR EXACT.01 i2o- % ' r� it i \ 2 Np a s� T 69 `C or 68 24 \� \, s M GRADING. %W d6 MD � � ya N\4T31'04' � r r ZONING SUMMARY 6-RA IEL q i"''*,:1 OR.61' ��\ BENCHMARK: rr EXISTING 8 B E DROO 0 EX. CATCH BASIN , ZONING DISTRICT: RD- 1 DISTRICT �SEPTIC SYSTEM EL. 24.3 NAVD88 , '� i rr�'7 rwir 2015 ASBUILT f24.4 T ♦ APPR Ro I MIN. LOT SIZE 43,560 S.F. �` � �, ♦ DRYt ��t 0, '► MIN. LOT FRONTAGE 20' N HOUSE J ,� �,,," , -q :: ,� ` t MIN. LOT WIDTH 125' LOCATION r r u Z O �,• ► r u'r t ::: : - -- `.N /; MIN. FRONT SETBACK 30' APPROX. r r �y r ;r FROM r r r,,�- r , I oRLRoo FF ��, u, ' MIN. SIDE SETBACK 10 t RELOCATED TOWN it ram,Jr it !� ,�'4,`(,\� ,,�,. GENERATOR = MIN. REAR SETBACK 10' MAX. BUILDING HEIGHT 30' G.I.S. r r r . . > o 424.6 EX. BASIN AND c�rir � � � SITE IS LOCATED WITHIN AQUIFER EX/S77NG ;\ e x PROTECTION OVERLAY DISTRICT ___-- -- PAVED f24.95 / Ha<c��,, -, q. W SEPTIC DESIGN �. PATIO DRIVE .65T Z/ J TH1 IN 20.6 EXISTING 5 BEDROOM DWELLING MAP 245 % 25:623 PROPOSED 2 BEDROOM POOL HOUSE # 203 x ,'� `�� ,�,� / w o i ) EXISTING 8 BEDROOM SEPTIC OK `\ 41 o "� USE GRAVITY AT 27 AS SHOWN OR LCP 15694G EXIS17NG J I N LOT 50 + DWELLING ^`�25. 7 ,� / + r EJECTOR PUMP FROM POOL HOUSE TO o FFLR-26.1' ,� ! N "� MAIN HOUSE PLUMBING IF REQ., w w.� -0124.8 In DUAL COMPARTMENT TANK, OK) l �ti r 100, £ 1 i �i , c� 26.6 PROPOSED t9.1 to R0 INK ??. POOL HOUSE 99 EXISTING CONTOUR N f24 FFLR 26.1 a_ [99)-- PROPOSED CONTOUR G> PROPOSED \� �s + 1 se.� G"� � d- J PROPOSED SPOT EL. COVERED �s p�P ��J `n TH1 ORCH \Q , 24 „per -- ,Q •S.�O ..� O TEST HOLE ROPOS 2 f SS S',3 ■ CATCH BASIN J ,c, PROPOSED ". *•�`� PA T/O UTILITY POLE CV �P � FIRE HYDRANT rs ' V •r. `. .,,. -- • ,`:,, " \:J MANHOLE COVER �' GQo �� P� "* 00' OFF TOP COASTAL K - HOT TUB ( (� SEWER COVER N. PROPOSED N �� 4i GAS DETER APPRX. ROOF POOL W/ Cj // >> DRYWELL VI.F. .10 AUTOCOVER I GOO GAS SHUT OFF -►- !-► E ING J EXISTING OOL DRAW-DOWN ��� �3 .0 LIGHT ERRY J EDGE of u�wN PIT/AREA DRAIN MAP 245 MONITORING WELL p ING /r �2 6'X6' W/2' STONE ,y� '�j i WATER SHUTOFF 24 # 219 C- GUY WIRE \ LAWN Z -\ �.2 n n SIGN I Q W WATER LINE N o v G GAS LINE — - o h `•- , 0' OFF TOP COASTAL BANK_ OHE OVERHEAD ELECTRIC , . — ———-- --—-- T&E COMMUNICATIONS \ •�� \ /'' —X—X--- FENCE 20 NOTE: NOT ALL SYMOM MAY APPEAR IN DRAMANQ o� r 00, POOL FE SEE SEp 1 J 1 LANDSCAPE PROp� E h PLAN olot 177 \` -PE;4 or MINIM -'• °° 16 -_ ''16 Ac �toa ----- 3 15 75 0 - . , zonie yE--°yAzraRo EL. 66 ZONE 11 k 13 70 - Miami1y FLAG 9 FAG 8 8 FLAG_J _ o ��G 5 EDGE OF DUNE -, ASSOC' TOWN AND STATE FLAGS 13Y AMW ASS P COASTAL BANK 1y``- - E ING ! � XISTING CONCRETE �. ST RWAY & WOOD RAIL s I 15 T11.r7. �- -_._. SITE PLAN j OF #219 GREEN DUNES DRIVE W. HYANNISPORT, MA PREPARED FOR SEASIDE NOM. TR. OCTOBER 8, 2018 i REV.: NOVEMBER 8, 2018 (POOL) Scale:1"= 20' NANTUCKET SOUND (TIDAL) 0 10 20 30 40 50 FEET - off 508-362-4541 of Mqs fox 508-362-9880 �4��OF downcape.com Q � DANIELA. oyG� t?ApiELMOWN Capt e!� 1/188r11! tnC, g OJALA OJALACIVIL �� " No.46502 a No.40980 r�" T� Ii✓ �gc d civil engineers rs o F ,57 °a�`� {� 55�°`�� �2®� land surveyors F kp y N ,.�;� y 939 Main Street ( Rte 6A) 1 YARMOUTHPORT MA 02675 'C LICE # ,8-374 DATE DANIEL A. OJALA, P.E., P.L.S. 194r .1 ry 99=377 UPGRADE 2011.DWG Barnstable Bldg.Dept. Approved by; Permit#; a CUSTOM! QUALITY POOLS COPING(TYP.) _ CONTINOUS BOND BEAM @ TOP COPING nxr Noos Bono BEAM p c OF WALL w/(3)#4 BARS(TYP.) - - 2a"COPING COVER STONES COPING Trn'oP wnu.wrtTt as Br,Rs 6 I N N I S DRIVE STONE CAP BY OTHERS mP.i BILLERICA, MA 01821 pnmW�Mz STEEL BRACKET PLASTER TIGHT TO RING 3/8"MiNWHITE'MARLITE'POOL STONE VENEER - ANTI-VORTEX COVER ---- FINISH(TYP-)OR PEBBLETECH SEE POOL DETAIL#FOR TYP. WATER R TRACE Q 7 8-6 6 3'8 2 0 �. AtmtxroveR TRACK 2"MIN.CLR - - - nws" V. AUTOCOVERW/ q 1 p FREE-DRAINING (TYP.-WATERSIDE) LEADING EDGE BAR. PROVIDE#3TiE _ POOL WALLREINF. II1fOCCUStOf17 UBIIL OOIS.COIT1 GRATES t1NU M"MR7W TC TIARLP E'POOL ��•./ FINiS"C'YP.I OR PEBRI ETFCN BAR AS SHOWN STRUCTURAL GUNITE WALL RIVER SLONES PROVIDE ADD'L#3BENT POOLSKIMMER rMm cLR. FILL(TYP). 3@ 6"O.C.(VERT.AXIS} B A R S A S S H O W N(3 E A. 3 12"O.C. ORZ. HYDROSTATIC VALUE WAY•6 TOTAL FREE- RAMNG ) __ PROVIDE 3/4"0 CONDUIT sTxzxrrtrRAL w¢ g a•oc.ence wnr @ (H TO DECK 12"MIN.ABOVE (MI k' #a BENTSARs s' COLLECTION TUBE WATERLEVEL q C° —�_ �2"0 PVC PIPE OUT T - r g• O.C.EA. 2"LINE VACUUM BREAKER 1/2"STONE t - CENTERED(TYP.) TO 2nd MAIN DRAIN PUMP NEW POOL LIGHT - - PROVIDE(2)#3 TIES (110 V 500W). _ POOL SPECS 3"MIN.CLR - - "OTE:BRAIN 10VM1W 1 RE - AS SHOWN GROUND PER LIGHT PROVIDE ADD'L#3 - (M.-SOH.SIDE) _ c - - - BENT BARS AS SHOWN , , 13" ; �" ; PROVIDE ADD'!#3 BENT MANU.SPECS (2 EACH WAY-TOTAL)' SIZE: 20 X 60 SQFT: 1200 PROVIDE.ROCK PACK R•MIN._TflwrwTTTF; i GUMTE CONCRETE BARS AS sxowN @ 6" DEPTH: 3'6" 5'9B EST.TOTAL GAL: 40,500 PROVIDE ROCK PACK. . F u ' QaEI�1L #RETURNS: 6 #SKIMMERS: 32 SC � AENS CPSCAIENTS AER i AN i TILE: 6"WATERLINE TILE - SCALE-1/4":r - - - - sCALE-N S - 26 i -AUTO COVER: YES HIGH END scALE-NTs INTERIOR MATERIAL PEBBLETECH/SHEEN 2a SCALE-NTS SPA SPECS SIZE: 8'X8' SQFT: 64 DEPTH: 3'6" TILE: MATCH POOL #JETS: 12 #SKIMMERS: 1 SPECIAL: RAISED 18" #DRAINS: 2 VENEERED WALL WITH STONE CAP(BY OTHERS) INTERIOR MATERIAL: PEBBLETECH/SHEEN j rn :-; 12"DAMN WALL PLUMBING �- - RETURNS: ADJUSTABLE EYEBALL SKIMMERS: SURFACE MOUNT POOL MAIN DRAINS: ANTI VORTEX SPA MAIN DRAINS: ANTI VORTEX RETURNS(6)TYP. CLEANING SYSTEM: POLARIS SPA SPILLWAY: N/A WATER FEATURES: N/A NEGATIVE EDGE: YES - - - - - -- - - ----------- ---------------------------------60'5"----------------------------------------------------------------------------------------------------------------------_------ ---- LIGHTS I - LIGHTS IN SPA: 1-GLOBRITE LI N POOL: 5 GLOBRITES AUTOCOVER VAULT EQUIPMENT SEE DETAIL#22 POOL PUMP: 2.5HP INTELLAPRO SPA PUMP:2HP JET PUMP OFILTRATION: 450FT2'CART FILTER SPA HEATER:SHARED W/POOL HEATER: 400K BTU MAXITHERM GAS: NATURAL N NOTES: MAIN DRAIN TIMER:AQUALINK W/IAQAUUNK SPECIAL: NEGATIVE EDGE PUMPS SEE DETAIL#25 o 1 . FOR ADDITIONAL POOL INFORMATION SEE POOL SUBMITTAL FILE BY THE POOL INSTALLER. --- 0 - 2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE 8TH EDITION OF THE MASSACHUCHETTS BUILDING CODE, APPENDIX 'G'. rSEE STAIRS a PooLLIGxT(5) TAIL#21 3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED PROOFROLLEDV SEE DETAIL#26 NONORGANIC'AND NON-EXPANSIVE SOIL WITH A MINIMUM BEARING ALLOWABLE OF 3000 tic----- SURFACE SHIMMER PSF AND A MIN 4" LAYER OF 1 .5 COMPACTED STONE. ALL WORK TO BE IN COMPLIANCE L#27 w (3) SEE DETAIL ? + BENCH \ / / WITH TEH AMERICAN CONCRETE INSTITUTE ACI-318-02. 4, ° ,f ------------ -------------------16' - - - ---- - -- -------IT--------------------------------- yF -- - -- --------•14'_�------------------------ --- -------------6'---------- /----------------------- 12' - -- -------------------- - --12 - -- ----- - ----- - -- --- 12-------------"---- - -- -- --- - 12 - 4. SKIMMER, MAIN DRAIN, POOL LIGHT, & RELATED DETAILS POOL STRUCTURE TO BE DESIGNED BY OTHERS AS REQ'D" -------------------------------------------- - ; HYDROTHERAPY NOTES JETS(12)TYP. 5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE ALTERED WITH THE FOLLOWING _ _ - --- - -------- ----- - 20 CAVEATS: �- � SCALE-1/4":P - i ' O ' A. THE MAXIMUM LENGTH WILL BE 601_011 B. THE MAXIMUM WIDTH WILL BE 20'_0,. J L 1'6B s___________ '� C. THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. D. THE DEPTH SHALL NOT EXCEED 5'_911 E. THE RADIUSES SHOWN FOR THE DEEP END AND SHALLOW END SHALL BE AS SHOWN ------ ------- , BUT MAY BE INTERPOLATED TO DEPTH. SEAL �J �nF11 E 2IB SCALE-I/4":1' F. THE PITCH FROM THE SHALLOW END TO THE DEEP END SHALL NOT EXCEED THE ---------------------------------------------------- PITCH SHOWN. :FR AN JR. P=.ILL A. n P. __ „____�'.____ f ,__,__.3____-_, 6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE WITH THE 8TH EDITION OF S"Fluc I�RAL _. :..:........:.......... tJ T A AAPPENDIX I T I N E - - - THE SS CHUCETTS BUILDING CODE, G. LISTED ED SECTION AG108 OF 2/7 n N <' APPENDIX G ARE THE ADDITIONAL STANDARDS THAT WILL BE ADHERED TO INCLUDING ` BUT NOT LIMITED TO THE FOLLOWING . AG103-1 ANSI/NSPI-5 STANDARD FOR ' RESIDNETIAL IN-GROUND SWIMMING POOLS. AG106.1-ANSI/APSP-7, STANDARD FOR SUCTION ENTRAPMENT AVOIDENCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT DWG# DESCRIPTION DATE TUBS AND CATCH BASINS. AG103.3-ASCE/SEI-24, FLOOD RESISTANT DESIGN AND PERM-1 DRAWTNGSFORPERMTT I1n2n8 CONSTRUCTION. AG105.2, AG105.5-STM F 1346, PERFORMANCE SPECIFICATIONS FOR ALL COVERS FOR SWIMMING POOLS, SPAS AND HOT TUBS. AG105.2-UL-2017, STANDARD FOR 21A PROFIT F - - - GENERAL-PURPOSE SIGNALING -DEVICES. 7. AUTOMATIC SAFETY COVER TO MEET OR EXCEED ASTM F-1346-91 REQUIREMENTS. PROJECT INFO: NAME: GREEN DUNES-POOL/SPA ADDRESS: 219 GREEN DUNES DRIVE CITY: HYANNISPORT STATE: MA PHONE: ZIP: ,OB.: CQP-18-11-11