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0056 LONGWOOD AVENUE
�� � _.-- - � . � �� ,� ��� ��, l t -Commonwealth of Massachusetts C olt3 17 Sheet Metal Permit Map 2k 7 Parcel D ST a Date: q,ZG, 1 Permit# _19- -3 Estimated Job Cost: $ S�P �5 Permit Fee: $ � - gyp, Plans Submitted: YES NO Plans Reviewed: YES NO �1 Business License# 235 App �hea�License# 3449 Business Information: Property Owner/Job Location Information: Name: Tavano Mechanical Systems Name: j C)hL�1AfC r Schi)eeber�)f-C Street 270 Communication Way- Unit 1B Street: so Le,LknoAA Nz City/Town: Hyannis, MA 02601 City/Town: Hmmu)k ' 00"r A ozio O1 Telephone: 508-932-5416 Telephone: ,5 ( s��3 4 Photo I.D. required/Copy of Photo I.D. attached: YES X NO / A start Initial J-1/Ounrestricted license i J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less I Residential: 1-2 family N Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. X over 10,000 sq. ft. Number of Stories: t Sheet metal work to be completed: New Work: Renovation HVAC X Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: V i I INSURANCE COVERAGE: (° I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes® No ❑ If you have checked YS&indicate the type of coverage by checking.the appropriate box below: I A liability insurance policy ® Other type of indemnity ❑ Bond ❑ i I OWNER'S INSURANCE WAIVER:t am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only I Owner ❑ Agent ❑ i { Signature of Owner or Owner's Agent i 0 j By checking this box®,I hereby cehify that all of the details and information'I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to Insulation installation: YES NO I Progress Itaspections E i . Date Comments Final Inspection Date Comments 1 i Type of License: 3y Master idle ❑ Master-Restricted - — .ity/Town ❑Joumeyperson �. Signature of Licensee permit# ❑Joumeyperson-Restricted License Number: S��e =ee$ ❑ Check at www.mass.gov/do! IiI f nspectorSignature of Permit Approval i tMME Town of Barnstable Regulatory Services Riehard V.Scali,Director Fo$a�►� Building Division Tom Perry;Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office 508-862-4038 Fax: 508--790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I Heather Schneeberger ,as Owner of the subject property hereby authorize Lavano Mechanical to act on my behalf, in all matters relative:to work authorized by this building permit application for: 6 Longwood Ave.,Hyannisport,MA (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. 4griature o. wrier Signature of Applicant LAIA t Print Name Prin Nam Date V A_ MINIM NO Heat in9' & Cooling RODNEY TAVANO•201 CAPES TFWt•wEST 9ARMSr4jLE pM own 932-8416 • rocUano@yahoo.com k 6� 00 ��► z y a ; -3449. Mr 2 , e ssue � RAY i11 TAVA-i� AM Ati+ ll^&( II n 1NE7, kt�f9il� k8� Client#: 762395 2TAVANOME ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 8/21/2017 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 pollcy(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 NAME:CONTACT Dowling&O'Neil Dowling&O'Neil Insurance Agency ac°NN Et):508 775.1620 AIc No: 5087781218 973 lyannough Road E-MAIL ADDRESS: coi@doins.com P.O.Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:sa"Insurance Company 39454 INSURED INSURER B:Associated Employers insurance Company 11104 Tavano Mechanical Systems LLC 270 Communications Way,Unit 1-B INSURER C INSURER D: Hyannis,MA 02607 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 CONTRACTOR 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 ADDLSUB PO ICYEFF PO{{,,IC EXP IN R TYPE OF INSURANCE INSR 4WD POLICY NUMBER MM�DD/YYYY MMIDD LIMITS A GENERAL LIABILITY 24 7 1 EACH OCCURRENCE $1 000 00 BMA00 003 8/14/201 08/14/20 pgMq�E R 0 X COMMERCIAL GENERAL LIABILITY PREMISES EaE.ur ence $500 000 [WCLAIMS-MADE 5XI OCCUR MED EXP(Any one person) $10 000 D Ded:250 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $2,000,000 POLICY J CT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE Peraccldent $ HIRED AUTOS AUTOS UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WCC50050149582017A 8/14/2017 08/1412018 X WC STATU• OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? NJ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 000 DESC deserlbe under RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S196780IM196737 CBD ' T'he Comasonweadth of Massachusetts Department of IndustridAccidents O,f4ce of Invest1gations 600 Washington,Street Boston,MA D2111 www.mass gor/dig ' Workers' Compensation Insurance Affidavit: guilders/Contractors/Electrician/Plumbers Applicant Information Please Print Legibly Name(Businesslorganizationlindividual):. Tavano Mechanical Systems Address: 270 Communication Way-unit 1 B City/State/Zip: Hyannis, MA 02601 Phone-#: 508-932-54.16 Are you an employer?Check.the appropriate box: -Type of project(required):: 1.&I am a employer with A. ❑ 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. [No workers' comp.insurance comp.insurance.: - ❑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 1 L.❑Plumbing repairs or additions ' myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]1 c. 152, §1(4),and we have no employees.[No workers' 13.❑ Other comp,n+sur;mce required.] 'Any applicant that checks box#1 must also M out the section below showing their workers'compensation policy information. f Homeowners who submit tbis afdavitindicating they are doing all work and them hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached en additional sheet showing the name of the sub-contractors and slat,whether or not those entities have employees. If the sub•conttactors have employees,they must provide their workers'comp.policy number. I am an employer that isproyiding workers'compensations insurance for my employees. Below is the policy and job site information. Insurance Company Name: A.I.M. Policy#or Self-ins,Lic.#. WCC-50050149582016A Expiration Date: 08/14/2017 Job Site Address: 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for irnurance coverage verification. 16 hereby ce under the pains•and penalties of perjurythat the information provided above is true and correct. Signature Date: Phone#: 7.J Z- v Official use only. Do not write in this area,to be completed by ctty or town official City or Town: Permit/License.# •Issuing Authority(circle one): 1.Board of Health,2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.®then Contact Person: Phone#: . i , ,,... , a.-.,sa- :.,.5,......-..w,��_,1.N,.$o,...s?.... h i,r.n.:»,Ca.:�rt.e eva:a'r.r.l�.r..Ft�.;..F,�f,i.inScan a:p.l.t?-r e1.ni_...„a..:�sa F p'rrt^e,�tc t io.+1 n•�.f•i_<�.s H.�n..b a isQ,.:,::.,B,.,_-iF se.._e x.,r�a.r.,,,M,.�x_<..�f�,..aa...,.re.d eeS a.w,'k.t.,.,r.s.,e. es'st�s"�vf",BA*a....a.�.>ul.„.d.r_.,_a oi nv.e.._..sdro....�h.::.,,Ps"?.a..ll.a,l,„n.N...,.s..�r.or r wam-aMyt.„._�:.b a,u�ez�sa a tO1�,b 7ce� _ d t T Town of Barnstable, ,-,-r.u. ail'_er5.a�. ,n,`..,d" ,¢. '.•. , ..'. n { � P eo l e rehaE at.� :� m &$ �uw ,dam--..:.:s'"s";�v.,� •�� imak?.� `i.;Eaf�,-.ea�irX -,:_a?r<i<.�` ....<a�:%`�? r ;Ns ..a�<»�m,;�'y.`. :�.a .� .�.>�'."::5�,. ,.T;r ..ra..<.�z ��%s Perrxiit No, B-17-3070 Applicant Name: GCI BUILDERS INC Approvals Date Issued:' 09/21/2017 Current Use Structure Permit'Type:- Building Work Only Expiration Date: 03/21/2018 Foundation: .- .,. Residential .Map/Lot: 287 088 Zoning District: RF-1 Sheathing: W OD AVENUE HYANNIS `« Location: 56 LONG O � Contractor Name: GCI BUILDERS INC Framing: 1 � .,, Owner on Record: SCHNEEBERGER,JOHN A&HEATHER D �Gontractor Ucense 152253 2 '�• V Address: 48 WHITTIER RD , Est Project Cost: $75,000.00 Chimney: WELLESLEY,MA 02481 x. Permit Fee: $432.50 Description: Finish off Basement-Playroom,bath �,:; Insulation: Fee Paid $432.50 Final: a Project Review Req: Finish off Basement-Playroom, bath Date 9/21/2017 g, Plumbing/Gas Rough Plumbing: � y Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzzeed bythis permit is commenced within siz months afterissuance. �Ps, Rough Gas: All work authorized by this permit shall conform to the approved appl cation and th approved construction documents for which this permit has been granted. W � All construction,alterations and changes of use of any building and structures is hall be in compliance with the local zonmg�by l-aws nand codes. Final Gas: This permit shall be displayed in a location clearly visible from access sheet&,road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ' k Electrical r vi n hi er'mii. � a I r. o ed t s The Certificate of Occupancy will not be issued until all applicable signatures by,the Bwldmg and:Fire Offc a s a e;p d o p �� ��. � Service. Minimum of Five Call Inspections Required for All Construction Work:,' Y It 1.Foundation or Footing v Rough: _c = i 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 TPersons co tractin -`wl h,unre Istered.contracto.rs;do.not;have,,access.:to:the: uaran luodl as,Set:forth in=MGL:c:142A) .-.,. n g with, g g _ .. Fire'Department' Building plans are to:.be available on site } Final. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' V �V Map Parcel- Application # Health Division Date Issued 2/ �7 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address 5(o Lok)FjwooO> Village �1 !Z7- Owner TD V2 Address ,L-SAMj� A J 4 6DVg I Telephone '78 / — 59 1 ^ g 4 9 r 3 Permit Request Tl kJ IS� eo r l>86Q.m-g_IJ( - ,4y/ PDoryl sfi, k I rp 1 0 as a6 O Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 167iV,u' Construction Type r Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Ef Two Family ❑ Multi-Family (# units) UNbQ2 �Ol�s?RvCTl01" Age of Existing Structure Historic House: ❑Yes UrNo On Old King's Highway: O Yes Z: to Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) �tOq (o Basement Unfinished Area (sq.ft) 55C� Number of Baths: Full: existing 3 new Half: existing new f> Number of Bedrooms: 4 existing 0 new Total Room Count (not inc uding baths): existing new a First Floor Room Count 3 Heat Type and F el: CS Gas ❑ Oil ❑ Electric ❑ Other yp e Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ isting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: l existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Aut ization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use t nrL Proposed Use I00 C A40 aj/ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name l�l�� �G r 1�ers 770c Telephone Number 6466 - -qPJ 3� Address I 1 t ( 14°i i�u Sa cj License #0 SFA '�3'4' mASFL) MkI�5 Home Improvement Contractor# Email Worker's Compensation # GJC060a37 ALL CONSTRUCTIO EBRIS RESULTIN ROM THIS PROJECT WILL BETAKEN TO T2�Frn. �oa� 3 c.A. SIGNAT (EZ DATE 1I /44 //7 _ t✓® FOR OFFICIAL USE ONLY ` APPLICATION # DATE ISSUED MAP/ PARCEL NO._ ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME C01B) 9 k-01-1 Ud- INSULATION U / FIREPLACE ELECTRICAL: ROUGH FINAL I PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Yhe Coznniornr eak7t of sadiuse& .7��r�tif�eut c�,�� friaxAcr�e�at� Orke-.9fruves 9cidaus 600 Was7'iingtou., ihwt Bakstozz,CIA 021111 4 mvturrrursg-OvIdia Warkers' Cmnpensafim L s mce Affidzv&]3mfldexslCun&actursMecftwmn F1Plmozbers / /r1 w Please Print f e I Nf�+6 nCF7rF .9�+IFLl7L FJL'iyyF�t7A V Vim +� �N J r Aaar \14 C� .14 9 ?b -a>a x 9 Cityoa6� tSta: g Mar05 es OVA 19d r'1xe an empla er?{;Irecktheappragriafebcar ' T e aject(req�edy L ram a employ fib. •s 4 ❑I am a general confrsctar and I 6. KNew construction employees Cfall anNorpark-timed* lave7ued�ffe mb-coaksad= 2.❑ lam a sole propaetor or parEu r Nsfed on the attached sheets 7. ❑Remadehng ship and have as employees sob-contractors ha ve S_ Demalifiaa w rynfbr=,in any capacity. emplayus andbxe woAmrs' $ 9- ❑E,uifding acT�fiaa. [Nazn¢i vupdmw camp.imsuranca Camp_ tt2rtrp reguirsd 5. ❑ We are a corporafiou and its 10 ElEl -ra repairs or ad&t iart s officers hm exercised t1mir 1L unNa re airs of additions 3.El am a homeovmer doing all work ❑Pl g P ughl of egemprfian get 1�iGI. MySdE[No vcotkers'carIIp_ 110 Roofrgmirs +n�nceregaifEd]Y c.152,§I(4kandv�rehavena employees.[I�Ta wormers' 13-❑fltfies camp-inmumce requirtAl ' •$aya Bczi3tfatcbecksboz#lt�-talsofiIlaattfi�sectFoab�ia�v saroa;3ieazuu3cas'o�p napoIi�gia{acrosuad fi ffa�Eoarnersvrho satn�t iris�daeu iu�:P they axe{imag aIF�ceaic aad��autsideca�sctmsamst sn&mitaaew�d:�t indicati�sarTi fCant=tM,I2t,bWIihisb=must t"h Maddi6ffis]shed s'Sanzngtha=neofthasob-ca rrsndstdatehe wtarnotfheseemE&sbwe empla)e s.Ifthesab•{aatadnc IUVE MnPIvYErs,cfieY�'LFmt3dttheir u orkrrs'tamp.palit�a>nnbeL I am an emplapr ffiat i�prate warlrers'com�errsrdzart iasriracrca�vr m�em pfe}�e¢� $�trrt�is Yltego�Gy�turd jab si�a Fli,�4r7lrfi(tDtL InsucecampanpName: AV�.�(\_Ro '7 -Q G/�S -•4/4G,� — Pofiy r f-ms.Jc_ Dte i , aF-4/18 Job Ret�ddr� ��1/.JQ)!� �iU� City/Stafel2p: J �A Attach a.caPy of the workene compmsatienpolicy-declarationpage•(showing the policy er and erph atian dnte). Failure to semen coverage as requirednnder Section 25A o€MQ,c. 1:57—can lead to the i mposilion of criminal penalties of a t=e up to$l,5.Qa OU and.,,or one-year imprisoumw!nt,as well as civil penalties in fhe faun of a STOP WORK ORDER and a fine of up to (i.OQ a da vio Be advised t1>af a copy of this Wement maybe fartxarded to the Office of ITM-estsgalions o DYA for ih m:ance cc#age yedficabnn 'Ida xfEf' GBt7 rL11tdBY dtB p�kS jJSflQ1tL2S of�Et�f[t}�tbAt'ths HL�OFRLQtLQlf pY01 6€JOFB Gg trrr8 and CQlreEt: Date: C'eAL a, cd trse a�reT}: IJ�a rtr�t aFreta art fFa�rrxe�,�r be crrrsglefed 6�city artnic�i n,�frcir�t City or Town: Pernrif�Liceuse# Ewiing.knihoirfty(chdeone): L.Board of$ealfli Riding Dgm*acnt 3. ityffuim Clerk 4.Electrical hispector S.Pbambmg F peetur 6.Other Co act Person: Phone#: ormation and fnst coons Mks �Ge exal Laws chapter 152 rericares aU MOPIOYMN to Pm-Mae wow=P=-.dOn for their eaPlDYCM Pu M2=±-to this�$,an=qTL pee is defrn.ed as 6_sverpperson m Hie service of a r-r 4n any CQ �°f hnr� express or implied,'oral wire". Arz 12IT&Y'r is dCfined as aan mdividnal,pa:dne�,awMfi on,CC DI--- DII or°flier legal may,or any D or m[ae a aint andinclndmgtbe Iegalrepreseives ofa deceased employee,or Hie of the;foregoing a ngag�'d 3 gowev�fbe receirv=or Trustee of an bSHVidnal,P ,amocfi±iaa or o$ier Ic�gal a niify',employing=p y=- o�ner of a dwel3mghowe bavmg not more Thee Three apartmmfS-mAV&D resides f amin,or the;occqEwit ofthe- dweMag hoBse of MAM who e03PIoys pe$smis to do majnfr�,=gLUCra;M or repair wow on such dweI&ag h°°se or on the grounds or bmldmg appurEooa ttTj ein ZnH not becanse of such employmrtbe d=nedto be an employer." MM chapter 152, §25C(6)also sites that¢everysfa or local Iiccasnag agencyshall itiihoId$e issuance ar e a permit to o erne a b�ess or to mnstruct bwldmgs zn the concmonwealth for any a ficeas r p r-enev4a.I of P aPPhrantffho has not produced ac mpfahle evidence of co nor g T o fits coQ�xa subavisinu sfairs fiTeither The _ nnr�y ofifs poIifical snbdivisi°ns shall Ad�ionaIly,MC=L chapter I52,.§25� table evidence of ca liancewn$ie m •samnD , enter into any contract forthcp�anc+ofpubhowcakm�accep regmeasfs of this chsptes bane Been gresed fn the co�raci�g.anfhoiy." ApPIicaufs ' please fa ot the wow'compeasation affidavit completely,by checT�g�boxes�apply to your stfnatron and,if. necessary,supply sob r(s)name(s), addres (es)andphMoTram ex(s) aIongwrdifhen•cerhffCsf3--(s)of „crnmce. LimitedUsbR4 Companies(ILC)orLmmtedLiabUityP ps(LLP)W&LnO =oployms other f3im tb.e me mb=or parinez-4 are not rbqnird to carry wa±m-e co=Pensatraa msortmce. If M T LC or LLP does hate empIoyees,apolicyisrequffed. Bea.dvisedthatthisaffidaY�maybesnT>m�edtotheDepa-finentoflndusfrial Amides mr con�on of insnz-ence c°verag °Be sure iD siga and data-the affidavit 7hc affidavit should be•retmmed to-ffie city or town ihat f3ie application foi the pew or License is been$rujacstxL not the D epart nmt of I 1 Ate- TSsonldyor<have any gees =s regardlog the Law or ifyon are reqused to obtdn a-worl=s' comp®sa,'o'nnpoJicY,PleasecaIll3 Deparimenfatiiienrnmbe2lisfEdbeJovt Self-insrnedcorapanzessbovlde� rtheit self-�„ rce license n=ber an.the appiop iain line. City or TowxL Officials - Please be sore that the a$daviI is ca:mjIete.andpria[ted Ie gIIy. The Dq-pmIme:nthas provided a space at tTie bonnie. u to ER o�infhe event the Office Oflav��atio=has to contactyouregardmg ffic UPPlicant of the affidavit for yo P leas a be sure tD f M in the pemitllicesnse rrrnber which-WM be used as are rence nnmben 7n addition,an applicant at must submit iaub:iple P=7Ij lice M5 appliL�ions in any give.yar',e need only submit one affidavit that cat p oIicy iu fornaHcsL[if neccssa )and tinder°Tob Sate Q The apphcar¢should wzh'e aaII location,-in (ciiy or town).-A copy ofthe-affidavitf Ahas been officially stsmped orma&� d.bythe city ortovm may beprovided to$ie applicant as pmoff�a valid affidavit is on file for f:dure'pemcifs or licenses A new affidavitmnst be hIled Dirt each year.Where a home owner or citizea is obfai�g a Iiceazse or pit not relafzd to any business or comet ercial � a dog license or permit in bmn le ayes en.)said pm=is N0T re*rd to=M �P this affiit dav The Office ofInv g wovldhketnii�nkyoumadmca foryour coope ivnand sbavld you have aaygt �� please do nothcsftafr,in givens a Cxz The address,telephone and fax n=bc r y - ' van Tc,-1.4 617-' -4 =t 406 ar 1477 MASS gayised424-07 ��� AWC Guide to Wood Construction in Sigh Wind Areas:110 rnph Wind Zone Massachusetts Checklist for Compliance(780 Cluz 5301.21.1)1 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)............................................................................................... ..........110 mph WindExposure Category.... .......................................................... ............... .........................................B 1.2.APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories <_2 stories RoofPitch .. ....................................... ...........................(Fig 2)........................................... 512:12 MeanRoof Height ..............................................................(Fig 2). ............................................. _ft <_33' BuildingWidth,W..............................................................(Fig 3). ............................................. _ft s 80' Building Length,L ..............................................................(Fig 3)............................. <80, Building Aspect Ratio(L/W) ...............................................(Fig 4). ......:.......................... . ....... 5 3:1 .... . .... .. Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ s 6'8° 1.3 FRAMING CONNECTIONS General compliance with framing connections:.............:....:(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...............................:.............................................................................................. ConcreteMasonry................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general................................. ........(Table 4)............................................... in. Bolt Spacing from endrJoint of plate ............................(Fig 5)..................................... in.<_6"—12" Bolt Embedment—,concrete........................................(Fig 5)............................................... in.z 7" Bolt Embedment—masonry.........................................(Fig 5):........................................ in.>_15" Plate Washer.......................... ....................... ....(Fig 5)..............................................z Y x 3"x%: 3.1 FLOORS Floor framing member spans checked ...............................(per 780 Chapter 55)...................................� � Maximum Floor Opening Dimension...................................(Fig 6)..... :......................................... ft 512 Full Height Wall Studs at Floor Openings less than 2'from Exterior all(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.:..............(Fig .................................................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall....... .......(Fi 8).........................:.........................._ft <_d Floor Bracing at Endwalls..................................................( ig 9)............................................ ........................ Floor Sheathing Type ............................................. ........ er 780 CMR Chapter 55).................................... Floor Sheathing Thickness ..............:................................ (per 780 CM 5)....................... in. Floor Sheathing Fastening............................................... .(Table 2)..._d nails at in edge/ in field 4.1 .WALLS Wall Height Loadbearing walls..................:.....................................(Fig 10 and Table 5)...........................—ft 510, Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................._ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._in.s 24"O.C. Wall Story Offsets ............................... ....................(Figs 7&8) ........................................ _ft <_d 4.2 :EXTERIOR WALLS3 Wood Studs Loadbearing walls.............................................................................(Table 5)..............................2x -_ft_in. Non-Loadbearing walls................................................(fable 5)..............................2x --ft_in. Gable End Wall Bracing i Full Height Endwall Studs............................................(Fig 10).................:..............:................................. WSP Attic Floor Length.............:.................................(Fig 11).............................................. ft zWl3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................_ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c.. (Fig 11). ............ . ........................ ..... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)......................:.............._ft Splice Connection(no.of 16d common nails) .....:.......(fable 6)........................................................... AWC Guide to Wood Construction in Sigh lindAreas:110 mph Wind Zone' Massachusetts Checklist for Compliance(780 CNR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)....:..........................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)............................... able 8 ..................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................._ft_,in.511' SillPlate Spans .......................................................(Table 9)..... ............... , . _ft_in.511' Full Height Studs (no.of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.....................................I........................(Table 9).................................._ft_in.512' Sill Plate Spans...........................................................(Table 9).................................. ft- -in.512" Full Height Studs(no.of studs). ................................. (Table 9)........................................................ Exterior Wall Sheathing to Resist.Uplift and Shear Simultaneousiy4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................. s 6'8" SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.................................:.......(Table 10 or note 4 if less)....................... in. FieldNail Spacing.........................................(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10)........................................................_ Percent Full-Height Sheathing.......................(Table 10)..................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest OpeningZ ...... ........................................................ _5 6'8' SheathingType.............................................(note 4).................................................... Edge Nail Spacing. ..........:............................(Table 11 or note 4 if less) ....................1. 1 in. Field Nail Spacing.........................................(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing.......................(Table 11)..................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................... .................................. .................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............._ft 5 smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(rable.12).............................................U= plf Lateral..............................................(Table 12). ................................. .....L= plf Shear..............................................(Table 12)......................................... ...S= Of ... Ridge Strap Connections,if collar ties not used per page 21... (Table 13) ............................T= plf Gable Rake Outlooker....................................:...(Figure 20).............._ft:5 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14). ...... ............................U= lb. Lateral(no.of 16d common nails). .(Table 14)......................................L= lb. Roof Sheathing Type........................................... . ...(per 780 CMR Chapters 58 and 59) ........... Roof Sheathing Thickness........................................... ............................................ _in.z 7/16"WSP RoofSheathing Fastening...........................................(Table 2)........................................................... . Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b- 2. 'Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in Sigh Wind Areas:110 inph Wind Zone Massachusetts Checklist for Compliance(Ise CAM5301Z.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows: L Panels shall be installed with strength a)os parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -VYt•IEN THS EDGE RE MS ON '_ - f�FAh11NGEJ5E8dNAiLS u n 71 u - Ir 1 11 n 11 1 Y W 11 11 11 1 • II 11 Ir 1 11 11 1 11 11 11 1 - II II 1 { 1 1 11 1{ D 1 11 I 1 K li O fl .1FT I Ir � 11 II 4 I F 11 1{ o 1- m n 11 11 1{11 1 4L II °uQ a II o ii ii� r II w is ii 1 I1 IL ii u 11j 1 . II "j is 11 Ir 1 U I1 ii 14 is i • . +y+ I i u 1 . n tW1E SPACpM3 — � PhWE "s . See Datall on Next Page Vertical and-Horizontal Nailing for'Panei Attachment AWCI Guide to Wood Construction in High Wind Areas:110►nph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)` I as ; I I Ba II I; FRAMING MEMBERS `` __ Ei- STAGGERED 3'MrJ NAIL PATTERN PANEL PA1VE-EDGE DOUBLE NAIL EDGE SPACJNG DML Detail Vertical and Horizontal Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7sa CNIR53ol.z.1.1)1 FAQ*: WFCM Checklist Question: I understand if a new home is built in a town in a 110 mph wind zone then the American Forest and Paper Association (AF&PA) Wood Frame Construction Manual can be used to prescriptively design it. I also understand that in some cases the home can be framed per the WFCM1oo mph Guide, if it meets certain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category(B). I have heard that Massachusetts has a "modified" checklist that can be used instead of the checklist at the end of the Guide. Is this true and what can you tell me about this "modified" checklist? Answer: You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof with a pitch up to and including 8 in 12 to not be "counted as a story. Further it does not require steel hold downs and straps in many locations if full height sheathing is used as defined in the MA checklist. Further, if the building will have furring strips installed in the ceiling abutting the gable wall then 2 x 4s installed on top of the ceiling joists are not required. There are other changes as well that were not noted here. The MA version of the checklist was formulated in recognition of the highly regarded framing methods used in MA for many years and wood framing that has. been used in North Carolina over the past 10 to 15 years which has performed well in severe hurricane weather in that state. *Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions or code interpretations of the BBRS. _ /n po�vnzrrrriaetelCf o aar-77- 7 Office"af'Conavmer Affairs Baseness R' tiop f HOME IPAPROVi=MPNT'CO,%.tiaCT^R Registration:4N52253 Type:. _ Expiration: S14-1 18.' Private Corporation. GC[BUILDERS INCui N s PAUL MAZZOLA 644:RIVER ROAD MARSTONS.MILLS,MA 02648'- Undersecretary Commonwealth of Massachusetts ® Division of Professional Licensure Board of Building Regulations and Standards Construction;,S ��ei �1 & 2 Family CSFA-057934 �' '--I. Etpires: 06/19/201R PAUL J MAZZOLA J PO BOX 509 MARSTONS MILLS MA, 26. io Cj *' Commissioner y, .License ur registration Va for in'drv►uual use Doty - befprethe expiration date. If found return toulation Uffice of Consumer Affairs and Business Reg t `10 Park Plaza-Suite 5170 Boston,MA 02116 of valid w•ithuut signature Construction Supervisor 1&2 Family Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For infomnation about this license Call(617)727-3200 or visit www.mass.govldpl 1 �t„E, Town of Barnstable a r Building Department Services i RrR1,Q',LRi�,y s MABEL Brian Florence,CBO k � Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 .Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder 6 �r �+-�.c�C�l ,as Owner of the subject pro �^ /J rerti hereby authorize L ����(XG� to act on ray behalf; in all matters.relative to work authorized by this building permit application for: �6 G ors coo At fl r1 © (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is install inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name e-7a � Dat . Q:FORMS:OWNERPERMISSIONPOOLS Rev:09/16/17 Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner `200 Main Street, Hyannis,MA 02601 - ar s www.town.barnstable.ma.us 165 & M1� Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: � JOB LOCATION: number street village "HOMEOWNER": name. home phone# work phone# CURRENT MAI[ING ADDRESS: c4hown 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. DEFIlITTTION 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- f anily 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"lomeowner"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 buildingpermit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. ,,,* ,� . The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she'will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official c 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 full aware of his/her responsibilities,man communities require,as art of the Y P Y ., P h she understands the responsibilities of a Su' rvisor. On the last page permit application,that the homeowner.certify that e/ p p p g this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:IWPFHM\FORMS\building permit forms\MRESS.doc 08/16/17 .4Co CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 1 9/6/2017 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 ilvia NAME: Kathyy The Fair Insurance Agency Inc. PHONE (508)775-3131 a No:(sos)7vo-1677 619 Main Street ADpRIE�:kathy@thefairagency.com Spite 1 INSURER(S)AFFORDING COVERAGE NAIC a Centerville MA 02632 INSURERASSSeX Insurance Co INSURED INSURER B-Safety Insurance Co. 39454 The Waquoit Group LLC, DBA: GCI Builders DBA Paul INSURERC-Savers Property & Cas.-ARWC 31771 PO BOX 509 INSURER D: INSURER E: Marstons Mills MA 02648 1 INSURERF: COVERAGES CERTIFICATE NUMBER:17-18 updated 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 POLICY NUMBER MWO MM/D LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE ❑R OCCUR PREDAMMGE TO RENTED ISES SES(Ea occurrence) $ 500,000 2CZ8811 5/28/2017 5/28/2018 MED EXP(Any one person) - $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 x POLICY 1 JET LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Individual Risk Mod Prem $ AUTOMOBIL'e LIABILITY COMBINED SINGLE LIMIT $ 1 000,000 Ea accident � B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED % SCHEDULED 5052134 6/3/2017 6/3/2018 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident PIP-Basic $ 8,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 C OFFICER/MEMBER EXCLUDED? H N/A (Mandatory in NH) NC0002374 5/28/2017 5/28/2018 E.L-DISEASE-EA EMPLOYE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below a 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 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Heather & John Schneeberger THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 56 Longwood Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Hyannisport, MA 02601 AUTHORIZED REPRESENTATIVE ,�i�► s Jackie Stewart/FAIJS2w ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 r9nl4n+i ' 1.AlLEXTEMOR WALL SHAU- �X1�f J V e `�-i_� p4� A O N4RNT RIOR NOTED. 7 J D Z,AyyINTERIO.WA�S-NLE S BE 3%4®16.O.C.UNIE98 E OTN91-EE NOTED. SCONTRACTORM OPENINGS PROR TO CMDOLING-DINGS eT� PRIOit TO ORDERING WTry DOwB, ---- AD wTRACTOR SXPLL VERIFY TD fN1,x6•GOWT_ I__ _______ ___ ALL DIMENSIONS PRIOR TO ASSUMEUCnW.CONTRACTOR I 1. �ITSI ASSUMES RE9PON9181U1Y FOR qp'AN61OR BOLT°•9Y O.L. I ANY MIESING OR INCORRECT BOLTS TYP. RIM• M �&� I �tP' DIMENSIONS NOT BROUGHT TO THE ATTENTIONLF THE Ir lNN%•i'-/' i PRQ'IOe UTPA BA• / / / / DESIGNER. I Ca1oeETe WAIlw I TTPL'k'PIRVADG GM I ___ - - --_ - _- Y I I ENnRH GMKe ILOUMG I \ / \-/ GENERAL NOTES I VXAPr AND nAaTTAw T- I annl G I GARAGE SLAB I L-----�________ I meow[{�e�d,�000e�m�d meee�� / erne ' I PI I P �TT I 1.OEID�N P✓1 iT I i / 3 ENO.NOTES -16 i_ I I I I W MILL-RST-I \ / \-,/ z WD. a1.16 I lit: fT • I I �I R i PREUM REV 1I1o19 ,7 �'._. fB�aSdSi'41.. .I rrrri \ PRONOC m• BOWGH! I I A7 REVIeI°N DATE I I w eTO.w..PLATe I I r rrr rrri N0. I u°�OTPDto°Pwxra R / i \ v \ �avl�"oes�ierw u a I I m•Txnc. OF I mxueers MALL ON, DP�L�,'se ux I I Gwxu6r�Pm rwn I--- -J �r� �rlx'� f FoanNi rovERAe:e I ,,,,, -- -_I--_-_-- I I r L" _ BVIIDER: m wALL Anode ______ ______ rr.rrrrrrrr rrrr rr .r rrr rrr I ueT.let a Lr __---_ ri ri r It R,DDR °n to I r I I III IIIL a h'LVL j I I r10 "nA�u In11.TaD.Wier i w�cnw pp I I -- -- -I � I W I I I mmwws w Ausvm w BasnNc 66 a�l f w rNlac.rr_* IIIJ III III e',A•,.W d.OL— I� s I o9SIGNER: TYPGIL rbred 7 I I' '`u••mw'III III s-I r.N M LYL III ON ¢ w, I� Im 'acr T19. .Pure 1 i SSRsi ( AANSvrs I I ® DESIGN IDE « >� fl ANCIIw I I t ' ft, W uASSo�OS mII as r mAw wR li L_ I PNr. I III r- �19106 seAn 7 r I I , w e�'vle ya• � II mMw,��*'� TMI��..eE CIATE scare veim+ __ --_____ .JIL___ l- _F r+'mH-_"-___-1 GaoeeTe ro°rl' 1Nlauotao• luv o®uo-eolen -(mac------- �aieRAL ei•aAn..aRRwrteD I ISTEEL ' III L-iN� I �I BASE 1ENT SLAB L1L., eLLTn°MTrP. AAxsom I I ...Nl..wmmml,..l uLVAxrn� I o-1 II$•LVL I I BFD.tYPY I I �I II II, III m ry yApw RETARGER I I I I STRVCTURALENGINEERTAYLOR I IAaeom ref.1`A99• III 't III etII G•LYL j j ei• vwi® TB° I r I DESIGN LLC I I LI'mN°•asra Fpaon°Pric II+ III l I mcr e ,,.P w em.sABe Pure I III I II IOU ,I Y vu�reX�'" ��TTM-L'�`L I eTarnP: BASEMENT NOTES, I I__ ____-_-JIL-__ 1.111� }} NoaxT TD Nmi 2m I I.MAIN POIMDATION TRACES TO BQ Id Lw@ETe PC'-90W pl,W 908 8AR9 TbP eTm BFi1n -l- ____'I PROOR.YRB'IB IW0f19TNG I I BOrroM PowT RXIMTmN ON m•3w'STRIP Poo . F coLurNe O tnrnNuu»a eTWP FNONG,W P -I 11f LVt 5! w 6i. P1d°"'ce 1q1¢saw I >Lus" �NI s' II caRwere mondE I O°1O '� .O .-TINY.PRWIOR W V F 001�8•L'O.C.MORQ e I a I m nIN.caws TOP a raonxG.wrnoe sm'We P III II Ti• p re a eoLre•d'oc.Tvac nlx r 6nser+rexr�,de••ewf rule MAeNere I a Haut.a-w III n- can°- 11 mxweTe / ' 9.Au eTWGNRAL sreOL LaufsLe to ex 9 17 wluRere Hum IAILT ILua.w 1_ ----- -; a ALB FOR P7RE Pa>nNc ee ow.PRP/Ice iSiYBla•uP PTAt! I rexnNDaJe—o m I L III- a-I t lY!LVL --_ TSb1a/f HA9e PIATB w 9 RLf out BOLT..>16D ALL CRReaTmrb LaaRETe FOOTING ' rrr.rrrri rriirrrir rr rrrri rirrrrirr ririiirri arwe VHJP16t OSER IIl - I" a " ` I ; I ____ --_ SBERGER PaonNra Tom 6GNeG1FY esuARe cwcRe3e w e as sAR9 eeeu NAr. I --- e melEnmR.asrs,umaR,,uPA=",=PARr„m,e. �_ III®' I I aiwraDIP ��- ENCE PILL. OOEALONG 1M1aLt9 AND BPAM aALr1N Lai®. ______________ ______ _____ TRF98 B.1 ORT,MA. R9aJIR®w aAe rm"GONS,w—nGAL) II I W tNlac.W-d siAm�iArmwG � • I II J019}B.We M q i.LaITrRActw SMALL aR9uRC TOUT ILL ALL M01—TION IaAele IMINTAIx II I OpN° n�SNuas .mw' awesrwe wROI m•°.c.ve°r R nux I II RPermn AT Ne fo namn roveR. 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REM610N I DATE - Ix-APN3gb ------- ax xseER>� r>wxMw or Bu LO I p'-93'• II'-Id' IY-I ' 7 y_y 1 DESIGNER' Q �NAu NALL NORTH9IDE ® DESIGN I - ATTIC I 1 AANNDID I I _ Mai DAq I_ - omncrne viroenuu coMMmuoBicx I na7Pt�OGe ----a IU Mux swn•rPwoPnron•M.Nen r ��To Pruc —�1 I>dlee»ao a®lee>•®a I I tl xonnmcoamx.mw ANIm?T i i � i� ,.nH�e.Nrmman..n 9Tfd1CTURALENGINEER: F ° I TAYLOR ATnc DESIGN LLC ( AAI� ---- ------ ------ - ----y ----- ---- A�IWAB I I `- BTAMP: TM I ` 4 I PRO E T' p M'NAu �'I PROPOSED SCHNEEBERGER RESIDENCE 56LONGWOODAVE. ® PAD NALLa 2 ! HYANNISPORT,MA. m ALL ATTIC 1bPP� e:D1t7RACT'aR tD P1dOVIG!TALL RRVBIT W W NDmgb NITN dLLa Anovc T?ABOVC PMt9H eNiAOC P6t OODL.ALL PLAN NINpiB Be1KL NAVB PALL PT@VBN71W D¢1 8 AND 9iMll AST, NRN TNe R®IIR91'�11v W A9TM NALL. NINDWI DPENBIG OLNICtl BNALL SAS OF AND BIMLL B!M9efKJl®lD PMI®IT T1@ PRL!PA99AF@ W BCAIE:1/B"® 1'DIAneTEN RJGD sIN1EAE TNRCLGI THa w— NNErJ TNB MNDW waWG LnrrdD D¢ViCE I.twTALLUDLL®w ACCDi1DANLC NlM1I TI@ PINN1PAf.TW6t'9 INSTRLCTIW9, 0 1 ] B 8 .7 g 8 ROIEGT p', SHEET ' BI AIN® 5 D9 A.3 OF DATE: C77W,5 17 l S WE BWSTAUM MASS. P f639• �� FD i1AA"�6 � � TownVUBarnM W: Gr® h angge0ient'Department ti a,Are�stab.➢6''Histmr➢cal CoMmissinn ova.fowr�.berrsstable,rrra.us €storicalcommission - Jo Anne Miller Buntich,Director COMMISSION MEMBERS: : Marylou=Fair„Administrative:Assistant Laurie Young,Chair Nancy Clark;Vice Chair Marilyn Fifield,Clerk George Jeswp,AIA Nancy Shoemaker Len.Gobeil Ted Wurzburg v Paul Arnold,Alternate DECISION ;Summary Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties, Section 1'12-3 F' Applicant/Property Owner. John;&.Heather Schneeberger:, Subject Property. s 56:Longwood�►ve,nue, Hyannls' , Assessor's MaplParcbt 2871088 Hearing Date: July21,2015 ,Pursuant to the.,Barnstable Historical Commission Chair's determination.on July 7,2015, a'duly advertised and noticed public hearing was held:on July 21, 2015''t0 determine Whether the significant structure identified as a'single family structure on this property%.is preferably preserved and whether demolition delay iriiould be imposed for-the partial demolitionof"this structure on the parcel addressed as 56'Longwood Avenue,.Hyannis. _.:. After review and considerat' a of the file and hearing testimony the Commission by a unanimous vote, found that the property:located outside. a local-historic district and is.considered.a contributing structure in a'.National Register Disfnct and is individually eiigEbie:for lisfrng on the National Register of Historic Places; : the actions proposed'dp not constitute'a substantial alteration'that would jeopardize the historic structure's status as a contributing structure in a:National Register-Districf-and'did not refer this to the Cape Cod Gommis.sionfora Developmen t of Regional Impac#Review. In addition, after furtherreview and consideration of public testimony, 6' lication.:and record file,the: Commission by,a unanimous vote,found that in accordance with Chapter 112-F the partial demolition.of the portions of the single family structure are'not preferably preserved. The,Comm finds that the parts of the significant building to be retained are preferably preserved and shall not be demolished. The Earnstable:Historical Commission approued thepartial demolition of the existing second floor roof. rear deck and flat rod The portions of the structure to be demolished are identified on the plans submitted by Taylor Design LLC dated April 27; 2015i In accordance;with Chapter 112=3 F,the Commission determined by a unanimous vote that the partial: demolition of the single family dwelling would not be detrimental to the historical, cultural or architectural' hpritage or'r'esources of the,Town. s Laurie ;young 7uly 28,2015 :curie K:.Young, Barnstable Hiistoncal Commission Date, 200 Main Street,Hyannis;MA 02601(o)508 862 4786(f)508 862 4784 l` 367Main Street,Hyannis,MA 02601(0):508=862 4678'(f)608 862 4782' Roma, Paul From: Roma, Paul Sent: Tuesday, March 28, 2017 8:34 AM To: ' 'George Jessop' Subject: RE: 56 Longwood HYPT BHC Hi George, Effective immediately, a STOP WORK ORDER has been issued for the rear dormer. A copy is in our file in the Building Department. Paul From: George Jessop [ma ilto:possejag @verizon.net] Sent: Monday, March 27, 2017 6:38 PM To: Roma, Paul Subject: RE: 56 Longwood HYPT BHC Paul; Acting at the request of the Chair, Laurie Young, I would like work on the dormer stopped until such time as a review with the owner or his contractual representative can be present at the BHC meeting in April. George From:Roma, Paul [mailto:Paul.Roma@town.barnstable.ma.us] Sent: Monday, March 27, 2017 2:39 PM To:posseiag@verizon.net; skorieff@capecodcommission.org; Brigham,Anna <Anna.Brigham @town.barnstable.ma.us> Subject: RE: 56 Longwood HYPT BHC Hi all, I made a site visit, and took photos.The rear/side dormer/cupola is not being constructed to plan. Do you want a STOP WbRK issued before much more work is done? Paula,. From: George Jessop [mailto possejag@verizon.net] Sent: Monday, March 27, 2017 1:06 PM To:-':Sarah Korjeff . CCC R'oria;,.Paul; Jenkins; Elizabeth; jidman@capecodcommission.org; lyoungovl@gmail.com Subject RE:56 Longwood HYPT BHC Hi Sara; No,the builder is jumping the gun. I feel the gable is visually increasing the height of that dormer instead of bler ding it.into the roof.The excuse of installing a header for the door requiring the added height is BS. Recessing the door.`per-mits the installation of a header behind the line of the exterior wall without raising the roof; basically following the.,slope of the roof.A recessed door would be of real interest at the dormer and deck level proposed. I'm sure a slider o.r.;patio;door is proposed, not swinging doors. I want the representative to attend a meeting for questioning of the d sign. Also, this is not an egress door in the fire escape sense.A shorter door than the code required is also possible @ 6'.6'",(Anderson 200 and.400 series)while providing HC access width, if necessary.. George A:,Jessop,jr.AIR member, Barnstable Historic Commission From:Sarah Korjeff[mailto:skorieff@capecodcommission.org] Sent: Monday, March 27, 2017 12:04 PM To: Brigham,Anna <Anna.Brigham @town.barnstable.ma.us>; Roma, Paul' <R6dLRoma@town.barnstable.ma.us> Cc Hurwitz,Stacey<stacey.hurwitz@town.barnstable.ma.us>;Jenkins, Elizabeth <Elizabeth.Jenkins@town.barnstable.ma.us>; laurie young<Ivoungovl@gmail.com>; posse iaR@verizon.net;Jonathon 1 r:r' Idman<lidman@capecodcommission.or�> Subject: RE: 56 Longwood HYPT BHC Anha,'r-: When l=drove'past this site last Thursday(March 23`d) it looked like the proposed change to the rear dormer was already under`construction. Has this question already been resolved? Looking back in our files, I found a set of drawings for 56 Longwood Ave (dated May 20, 2015 by Northside Design Assoc)that was forwarded to my office on March 22, 2015. These drawings appear incomplete, but show removal`of the entire second floor of the building, replacing it with a larger roof form that encloses three stories, plus construction of several ell additions. I believe these plans could easily have been referred to the Cape Cod Commission as a substantial alteration, but I understand that the Historical Commission voted not to refer the project. The recent proposal to remove the planned cupola from the garage and to add a balcony from the rear dormer appears a mociest change to the plans and it does not directly impact any historic features on the building. That said, because the building's height has been increased significantly,any additional massing in the roof area should be avoided in order to limit,its impact on other historic structures in the vicinity. P.leaseIet me know if I can be of further assistance with this project. Sarah: . Sarah Korjeff Preservation Specialist/Planner dape!°Cod Commission 3215JM6in.Street Barnstable, MA 02630 508=362*73828 From;Brigham,Anna [mailto:Anna.Brigham @town.barnstable.ma.us], S'en`i'* ednesday, March 22, 2017 2:59 PM Toc`Roma Paul<Paul.Roma @town.barnstable.ma.us>; Sarah Korjeff<skorieff@capecodcommission.org> Cc: Hurwitz,Stacey<stacey.hurwitz@town.barnstable.ma.us>;Jenkins, Elizabeth <Elizabeth.Jenkins@town.barnstable.ma.us>; laurie young<Iyoungovl@gmail.com>; posseiag@verizon.net Subject:`FW: 56 Longwood HYPT BHC Good"afternoon, Please-see the string of emails below. At the end of the meeting last night,the BHC discussed a possible issue with the property located at 56 Longwood Ave, Hyannisport,currently under construction. George Jessop had been asked to view the property and give his thoughts on the matter. There is an issue with a planned cupola had been replaced by a gao.16n the top most dormer making it noticeably taller and stick out as well as creating a change in their building permit status. The Commission requested Staff to forward this email on to the Building Commissioner and to Sarah korieff at the Cape Cod,Commission for review. i 4-:: 2 Anna Brigham RrinckW Planner Town a$Barnstabie*200 Main Strut Hyannis.,MA 02601 4. anna.br gharr_zto))lan.barn.stable.ma.us Town,Website - Business Barnstable- HyArts• Barnstable iforum From':`laurie young [mailto:lyoungovl(@gmail.com] Seht-'i Monday, March 20, 2017 7:02 PM To: Brigham, Anna Subject:.Fwd: 56 Longwood HYPT question Anna,..we'd like to review this. Sorry for the delay. ---------- Forwarded message --------- From: laurie young <lyoun og vl@ niail.com> Date: Mon, Mar 20, 2017 at 7:01 PM Subject: Re: 56 Longwood HYPT question To George Jessop <posseja verizon.net> aK_ Thanks George! On Mon, Mar 20, 2017 at 6:49 PM George Jessop <possejag_@verizon.net>wrote: Laurie; I surveyed the building and the.proposal.As much as I would like to deny this application as presented,the propQS:a>:has merit. However,the shed roof line should be maintained without the gable to gain vertical clearance for x.the:d66r One way to gain height is to set the door into the room following the slope of the roof until sufficient clearance for a header over the door is gained, perhaps 12-15 inches recessed.The gable is distracting. Perhaps our bes'Vsolution is to send it to Sarah Corjeff, or at least ask her opinion standing on the water side on Wachusetts'Av. From: laurie young [mailto:lvoungovl@gmail.com] Sent:Monday, March 20, 2017 9:41 AM I To:`George Jessop<posseiag@verizon.net>;Anna Brigham <Anna.Brigham @town.barnstable.ma.us> i SubJect:_.Re:56 Longwood HYPT question d George,.did you ever get anywhere on this? We need to have a response for.them. 3 Anna;:can you email the docs to George so he doesn't have to drive to 200 Main? j . I On-Wed, Mar 8, 2017 at 12:43 AM, George Jessop <possejagnverizon.net>wrote: i' Hi Laurie; I will have to go to the 200 Main to see as I received no e-mail info. :,Our.jurisdiction includes kicking it to CCC if we are getting no respect. I'll let you know after I see the proposal on Wednesday. BTW;"The one armed paper hanger has nothing on me ...4 projects all want it on Thursday ...Too few hours in the- night... Only time I'll get to relax will be my scheduled echocardiogram. George From: laurie young [mailto:lvoungovl@gmail.com] Sent:Tuesday, March 07, 2017 9:34 AM To:Brigham,Anna<Anna.Brigham @town.barnstable.ma.us>; George Jessup<posse @verizon.net> Subject: Re: 56 Longwood HYPT question i Oh;boy: 1 I George, I'm kicking this one to you for an opinion. 1 S { 1: ;Do we even have jurisdiction anymore since we only control demolition? If no, then no review.' j 2. If the proposed dormer involves demo of the existing structure, I assume we do have jurisdiction--but I ! can't tell if that is the case. I know they took this property down to the studs inside and out so virtually all of the`original is gone. 3 .George, if you're satisfied with the proposed dormer, I'm good with skipping a review if we do have` jurisdiction. The owners seem to be.responsive to the neighbors and open to discussion so let's see what looks reasonable. If you have issues with the design and consider that we do have jurisdiction, let's review.-Your call. j. I'm returning from FL on April 16 and will be available for the April 18 meeting and the rest of the year. 1 On Tue, Mar 7, 2017 at 9:05 AM, Brigham, Anna<Anna.Bri hg amntown.barnstable.ma.us> wrote: Good morning Laurie, 4 3 Apparently the neighbors complained about the approved cupola and the owners have agreed to remove it and make a change to the dormer instead. See attached sketches and previous Decision. Would you alike;this change to come back to BHC? Thank.you, i 'Town`Websitc • Business Barnstable HvArts•Barnstable iI arum if Laurie Young President, Board of Trustees Osterville Viillage Library ' = l.youngovl(cr�Lgmail.com i 611-429-1354 . Please note my new email for Osterville Village Library communications. s Laurie Young President,Board of Trustees 1 Osterville Viillage Library 5 1 oun ovlkgmail.com 617-429-1354 Please note my new email for Osterville-Village Library communications. Laurie Young President, Board of Trustees Osterville_Viillage Library lyoun ovla,gmail.com 61,7-429-1354 Please note my new email for Osterville Village Library communications. Laurie Young President, Board of Trustees Osterville Viillage Library 1youh og vlggmail.com 617-4429-1354 Please.note my new email for Osterville Village Library communications. 6. t eUlt p;� AVENUE G wA SH I N G TON JA'j 0 6 TOyV&,'o/ E',r1f l��ic/f� 100.00, ,F , LLI Q 0 0 O o O o0 EXISTING z FOUNDATION 0 EXISTING o FOUNDATION 2 28.5' TOF = 27.8 BUILDIN DEFT JAN 0 2017 iv TOWN OF E .:y��ST,� � ' F3LE 100.00 FOUNDATION PLOT PiJAl \ DCE #12-317 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 56 LONGWOOD AVENUE HYANNISPORT, MA SCALE 1" 20' DATE 11/16/2016 PREPARED FOR: REV 1/5/2017 (GARAGE) REFERENCE : MAP 287 PARCEL 88 WM JOHN SC ERGER DB 11278 PG 18 I HEREBY CERTIFY THAT THE STRUCTURE o`' DANIEL SHOWN ON THIS PLAN IS LOCATED ON THE A. GROUND AS SHOWN HEREON. OJAt.A N �[Aj off 5oe-362-a541 No.40980 faa 508-362-988Q A v downcapa.com 9 �0 [�P FFSS� own Cope endineerind,;me. `�No SUR y civil engineers 1" 571-1 land surveyors 939 Moln Street ( Rte 6A) ------------ ------- YARMOUrHPORT MA 02675 DATE REG. LAND SURVEYOR INASHINGTON ®ANG® A VENUE Nov, 7 APT TowN oFe s ARNST�BC E M z Q 0 0 0 c� z 0 EXISTING J FOUNDATION 33.0' 2s.5' TOF = 27.8 N tG FOUNDATION PLOT PLAN DCE #12-317 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 56 LONGWOOD AVENUE HYANNI5PORT, MA SCALE 1" = 20' DATE : 1,1/16/2016 PREPARED FOR: REFERENCE : MAP 287 PARCEL 88 M/M JOHN SCH EBERGER DB 11278 PG 18 I HEREBY CERTIFY THAT THE STRUCTURE ���ZN OF MgSS9C5 SHOWN ON THIS PLAN IS LOCATED ON THE o`' DANIEL GROUND AS SHOWN HEREON. A off 506-382-4541 OJALA u,l fmt 506-362-9860 jo downcope.com O ONO.40980 wa► Cape ealiaeerinl,Ac. �0" S O� civil engineers q y land surveyors 939 Maln Street (Rte 6A) YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR 4: Roma, Paul To: gcibuilders@comcast.net Subject: 56 Longwood Ave., Hyannis Dear M. Mazzola, Construction of the rear dormer at the above referenced address is not proceeding according to the approved plan. Effective immediately,work on that area of the project is to cease until resolution has been effected with the BHC. If you have any questions, please do not hesitate to contact this office. Thank you, Paul Roma Building Commissioner r. A ' y.` 1 I I - OWN ff ---`/-' � ,:.� `_li,III I II .i I :,-.. ....... ......,.....,,...,.......................... r�■� m :'; ■u ■n ■■■v: n■ ■u n■ u nn :,❑ rrrr I uu �:rrn �� — $ ���v NAP, ������IIIIIGIIillllil" ?;IIIVIIIIIII'i�1111 - �O�s�s���s�����.��e'����s4f►��9so1���� 11 1� �tlli I., _ M!,��;In6�n�kllklllll�ll'I inn 12111 No! Is ONE on �.. 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'J IIIIIII III — ::�, ..............................,.,....,.,....,,,....,........,....,.,....,.,....,., - _ - — ■■ rn I 1� n: n � 6 I I I' II ll III I lii!II• � ��: � �° :l � �illlllllli{, f I IIl,� II kIIII,IIIIJIIJ.. °:, . ,� `HIM �I�IlrIi 1:1rimIiziFlr!H�.W.��lI ��C�L����il�l��i Parcel Detail Page 1 of 4 r a Logged in As: Parcel Detail Friday,March 17 2017 Parcel Lookup Parcel Info Parcel ID 024-020 Developer dot PARCEL A Location 424 FALMOUTH ROA� Pri Frontage 121 Sec Road .:. Sec Frontage I Village Cotuit I Fire District COTUIT Town sewer exists at this address WO I Road Index 0522 E Asbuilt Septic Scan: 024020_1 Interactive Maps+( Owner Info owner ROUTE 28A LLC Go" owner streets 147 CRANBERRY HIGH Street2 FRO BOX 692 ' I city ISAGAMORE state I MA zip 102561 -�country I. • Land Info ....................................................................................................................................................................................................................................................................................................................................................................................................Acres 0.77 � I use 8TORE/APTS MDL-941 zoning RF I Nghbd C103 ( Topography I Road I Utilities F .. I Location Construction Info Building 1 of 2 Year 1800_ strruct Gable/Hips➢ wa i Clapboard thing 1488 As h/F GIs/Cm AC e None Area Cover over p p Type �> style Bed Stores/Apt Intwellrywall Rooms02 Model Commercial A Flop► inyl/Asphalt Rom 2 Full-0 Half Grade Below Average Type Hot Water• » Rooms W scones 2 FUe Gas F on o Conc. Block Gross 2113 Area Building 2 of 2 119 auceGable/Hip alBut s Lo JWood Shingle J 4 m..,»»,,,,.,u,,,e,,..,.,»... .« «».» uarea 526 cover sph/F GIs/Cmp� TYpe None Style Store wall Minimum Rooms 0' Model Commercial FI o� Concr Finished Rom Grade Below Average Type Hot Air-No Duc Ro ins http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=l311 3/17/2011 Parcel Detail Page 2 of 4 Stories Heatwed Gas - F atlon Slab/Poured t Gross 526 Area Permit History Issue Date Purpose Permit# Amount Insp Date Comments 8/12/1996 Demolish 17201 $3,000 1/1/1997 12:00:00 AM Visit History Date Who Purpose 1/25/2013 12:00:00 AM Jeff Rudziak Cyclical Inspection 4/1/2005 12:00:00 AM Paul Talbot Meas/Est 4/1/2005 12:00:00 AM Paul Talbot Meas/Est 10/31/1997.12:00:00 AM Gary Brennan Meas/Est 2/15/1996 12:00:00 AM ML Meas/Listed-Interior Access Sales History, Line Sale Date Owner Book/Page Sale Price . 1 11/28/2006 ROUTE 28A LLC . 21558/317 $475,000 2 7/15/1982 CORONELLA, LEONARD S &SANTA C 3512/114 $53,600 • Assessment tory Save Year Building XF Value OB Value Land Value Total Parcel # Value Value 1 2017 $108,000 $13,500 $9,600 $102,800 $233,900 2 2016 $108,000 $13,500 $9,600 $102,800 $233,900 3 2015 $134,500 $13,600 $9,100 $78,700 $235,900 4 2014 $134,500 $13,600 $9,300 $78,700 $236,100 5 2013 $154,600 $13,600 $9,500 $78,700 $256,400 6 2012 $137,600 $12,200 $5,000 $315,900 $470,700 7 2011 $139,300 $0 $6,900 $315,900 $462,100 8 2010 $139,300 $0 $7,700 $315,900 $462,900 9 2009 $139,300 $0 $6,700 $317,500 $463,500 10 2008 $128,100 $0 $12,300 $317,500 $457,900 12 2007 $119,200 $0 $12,300 $117,200 $248,700 , 13 2006 $109,500 $0 $3,700 $117,200 $230,400 14 2005 $106,500 $0 $0 $106,300 $212,800 15 2004 $101,300 $0 $0 $106,300 $207,600 16 2003 $73,700 $0 $0 $79,700 $153,400 17 2002 $73,700 $0 $0 $79,700 $153,400 18 2001 $73,700 $0 $0 $79,700 $153,400 19 2000 $71,900 $0 $0 $52,800 $124,700 20 1999 $71,900 $0 $0 $52,800 $124,700 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=1311 3/17/2017 Parcel Detail Page 3 of 4 21 1998 $71,900 $0 $0 $52,800 $124,700 22 1997 $38,200 $0 $0 $46,500 $91,200 23 1996 $52,800 $0 $0 $37,200 $92,300 24 1995 $52,800 $0 $0 $37,200 $92,300 25 1994 $56,300 $0 $0 $37,600 $96,200 26 1993' $56,300 $0 $0 $37,600 $96,200 27 1992 $64,200 $0 $0 $41,800 $108,600 28 1991 $94,600 $0 $0 $55,700 $157,200 29 1990 $94,600 $0 $0 $55,700 $157,200 30 1989 $94,600 $0 $0 $55,700 $157,200 31 1988 $66,900 $0 $0 $25,300 $100,400 32 1987 $66,900 $0 $0 $25,300 $100,400 33 1986 $66,900 $0 $0 $25,300 $100,400 34 1985 $0 $0 $0 $0 $0 Photos 4ttp://issgl2/intranet/propdata/ParcelDetail.aspx?ID=1311 3/17/2017 c �r�s Pn Xxj x a w ��dl �� [U7 —V;l s j v t R, L1 F g a� �°' ..;�� `gyp j�(p,;�'+�}.n �y::'(+� t �x � : s :� � � �4 �,.. :u '���^ .�V;�` r �..,��, • �`` '� �gU:�,�C�'N��.��c'l�9a F1� �i` 3 2�"x � `" Z �{�'' � ����!n,yX o „'' Civ>. :.5 ��� �.�4�1 W�''�• 'ac.'A: intTu s F 1171�1l�Yi animu r x �l4ei:l it1111 x s +� . 1' � � g.. •14;, {■1 1� ,.., ` �y i :. �pai •.Yra g �c ll LOW, Yil�i �� - } >}`.`qS. i��lS 3 tl a N�"a„• Zd ning IMF 'ua . Fa+ r It d �cor Icie +tr §fie Fon oil ,; ���.4 jam- � y ` ��r' � � �'�� 7 � �� ✓� j' � x � Fir s + the�herr�ras lesser flmg y a Al "AN', Owl Me I telephone: 508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559 CLOSED-CELL FOAM INSULATION SPEC SHEET CONTRACTOR: C_ - JOB SITE AD RE S: � W� ' DATE: / — AREA THICKNESS R-VALUE — C-rTR n g Cathedral Ceiling V Garage Ceiling 1�/ AL3ei — Basement Ceiling — Slopes - Exterior Wall Garage H se. W all — W alkout W all — Cathed,ral Wall — B lockers 91 y — Overhang — Stair/Risers — ro,, If 3" 7-1 All R-values and thickness measurements are dee o be accurate by the following installers: LY TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM w ,l Ae ThermalGuardCC2 rnthanET TECHNICAL DATA SHE appropriate PPE as required by OSHA, intended for use by nonprofessional NIOSH,and state/local safety applicators,or those who do not ThermalGuard CC2 demonstrates purchase or utilize this_product in the excellent adhesion to various substrates regulatory agencies. normal course of their business. The. when installed according to potential user must perform any. manufacturer specifications. It is the applicator's responsibility to ertinent tests in order to determine the comply with all job site safety product's performance and suitability in ThermalGuard CC2 resin(B)does not requirements set forth by OSHA, the intended application,since final require agitation. Do not pre-heat or NIOSH,and state/local,safety determination of fitness of the product recirculate resin(B)as doing so will regulatory agencies. for any particular use is the result in the"boiling off'of the 245fa responsibility of the buyer. blowing agent which will result in poor LIMIATATIONS yield and poor foam performance. ThermalGuard CC2 should not be left All guarantees and warranties as to the ThermalGuard CC2 should be installed exposed to sunlight,as UV light will products supplied by Arnthane shall at a maximum thickness of 4 inches per rapidly degrade foam. Do not use near warrranti s those expresss and expressed by the pass with a minimum of 30 minutes high heat or open flame: manufacturer. The buyer's sole remedy between passes. It is the applicator's rial claims responsibility to test lift thickness for a ThermalGuard Cved 2 mute thermal the manufacturer of the pro be covered as to the mate duct.aIle against particular application prior to PP commencing installation to ensure that barrier when used as insulation for aforementioned o be usedras a data on this de and isproduct subject to the product can be installed safely at the residential or commercial buildings. char a without n rice. The information desired thickness. Installation must comply with all g herein is believed to be reliable,but applicable building codes. unknown risks may be present. SAFETY&ENVIRONMENT Do not install ThermalGuard CC2 at a ThennalGuard CC2 is installed by thickness exceeding 3 inches per pass NO WARRANTIES,EXPRESSED OR. PATENT independent SPF contractors. It is within 30 mind do not utes s of subsequent he previous pass.,asses WARRANTIES OR WARRANTIES withinrecommended that building owners. OF MERCHANTABILITY OR verify that the SPF insulation contractor In rare cases doing so may cause FITNESS FOR USE,ARE MADE BY maintains proper credentials,insurance, charring and combustion. ARNTHANE INC WITH RESPECT and licenses and is properly trained to It is the applicator's responsibility to SgT FORTH HEREIN.1 PRODUCTS OR INFORMATION safely install SPF insulation products. test lift thickness for a particular ThermalGuard CC2 achieves a Class I application prior to commencing Fire retardancy rating and meets or can be ins alled safely attion to ensure t the the desired oonst�itute a permit or reg contained commendation shall exceeds minimum building code to practice any invention covered by a . requirements for fire safety. thickness. patent without a license form the owner of the patent.ThermalGuard CC2 has low.odor during Please contact your technical sales assumes all risks whatsoeveias to the application and produces no toxic representative for recommended vapors after application. equipment configurations and for use of these materials,and buyer's recommendations for your particular exclusive remedy as to any breach of application. warranty,negligence,or other claim Always read and follow all Material aPP shall be limited to the purchase price of Safety Data Sheets provided with all DISPOSAL&CLEAN UP the materials. Failure to adhere to any shipments.Additional copies are recommended procedures shall relieve, available upon request from Arnthane Inc.or your technical sales Cured/reacted product may be disposed Amthane Inc.,and the manufacturer of representative. of without restriction.Excess liquid'A' all liability with respect to the materials and'B'material should be mixed and their use thereof. Basic PPE safety equipment is required together and allowed to cure,then for personal protection including,but disposed of in the normal manner: not limited to:long-sleeve"chemically Product containers that are"drip free" resistant overalls,rubber,nitrile,or . may be disposed of according to local, latex gloves,splash shield or safety state and federal laws glasses with splash guards,rubber or leather boots w/covers,full-face air- WARRANTY&DISCLAIMER purifying respiratory(APR)with ® Arnthane appropriate cartridges or full-face The data presented herein is subject to Amthane inF. supplied-air-Fespirator(SAR),and other change without notice and is not 1002 W Main Street Richmond,MO 64085 P 816.776.3015 " F 816.776.3215 www.arnthane.com Arntnane ThermalGuard CC2 ` TECHNICAL DATA SHEET PRODUCT NAME PHYSICAL CHARACTERISTICS Pro a Value Test Method j Density(nominal): 2.0 lb/ft3 +'-`ASTM D-1622 fhana R-value: 7/inch ASTMC-518 t ThermalGuard CC2 Compressive Strength: 35 PSI ASTM D1621-94 j Tensile Strength: 70 PSI ASTM D1623-78 PRODUCT DESCRIPTION Dimensional Stability: <4%0 ASTM D 2126 ; Closed Cell Content: 96% ASTM D 2856 ThermalGuard CC2 is a fast set,closed- I Air Permeability: .002 L/sm2(@ 75 Pa @ 1") ASTM E283 celled,245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2" ASTM E96 foam(SPF)insulation designed for use Fungus Growth:. None ASTM G21 in residential&commercial structures, Service Temperature: 250 OF(120°C)* exterior foundation or perimeter i insulation,below grade applications, ' *Service temperatures will vary depending on application. Contact your Technical Represeniativefor j recommendations and limitations. Always test ThermalGuard CC2for suitabilityforyourporticular application in i exterior tank/pipe insulation and etc. a safe manner. ThermalGuard CC2 is applied as a LIQUID PROPERTIES liquid and expands 25x in seconds to fill Property Value Test Method and seal building cavities of any shape Viscosity(A) 200-250 CPS ASTM D-2196 and size. It exhibits superior thermal Viscosity(B) 1100-1300 CPS ASTM D-2196 insulation,air-barrier,and.sound Weight Per Gallon(A) 10.25 Ibs/gal ASTM D-1475 j attenuation properties compared to Weight Per Gallon(B) 9.4 lbs/gal ASTM D-1475 conventional insulation materials.. REACTIVITY PROFILE m Once fully cured ThermalGuard CC2 Property Value i remains rigid maintaining significant Cream Time: 2-3 seconds @ 25°C(77°F) j structural strength and thermal Rise Time: 12-16 seconds @ 25°C(77°F): insulation properties in adverse conditions across a wide variety of COMBUSTION PROPERTIES applicatious.' Property Value Test Method j Flame Spread Index: <25 ASTM E-84 I MANUFACTURER I Smoke Development: 5450 ASTM E-84 ThermalGuard CC2 is manufactured PACKAGING&STORAGE exclusively by ' Drum Weight(A) 551 Ibs j Drum Weight(B) 5001bs i Argthane Inc. Total Set Weight 1051 Ibs 1002 West Main Street Storage Temperature Range(STR) 607 80 OF Richmond,MO.64085 Shelf Life at STR 6 months.. P.816.776.3015 F.816.776.3215 *Do not allow material to freeze:Do not pre-heat or recirculate(B)material as it will cause frothing and loss of www.arnthane.com blowing agent. Storage at temperatures above or below STR may shorten shelf life and cause degradation or loss of blowing agent. Cold material will develop higher viscosity which can cause during processing such as pump cavitation and poor mixture of(A)and(B)components.For best processing performance during application CO` ROSION and(B)drum temperatures should be between 60 F=80 F. ThermalGuard CC2 is chemically& PROCESSING PARAMETERS i physically compatible with all common Processing Pressure Range: 900-1400 PSI* building materials including electrical Processing Temperature Range: 115—145°F* _ wiring,wood,metal,concrete,plastic Substrate Temperature Range: 35—105 OF (PVC),Copper,vinyl,and glass. Ambient Temperature: 35—105 OF i Substrate Moisture Content: <19% INSTALLATION Yield: 3800-5000 Board Feet Per.Set* I Maximum Lift Thickness: 4 inches** ThermalGuard CC2 must be spray i applied using approved equipment.Use *Processingporameters&yields can vary widely depending on substrate temperature,type&condition,ambient temperature,elevation,humidity,equipment and other factors. During installation the applicator must observe the' 1;1.ratio rq ortionin s that can p „p g stem Y quality and characteristics ojthe foam and adjust equipment temperature&prWue settings as needed to achieve the specified temperature and accommodate these variables in order to ensure optimum yield,proper adhesion,proper cell structure,and pressure.requirements. performance ofthe foam. — **ALWAYS test TlrermglGuard CC1 at desired thickness in a safe manner prior to insulating structure to ensure ift thickness without risk of charring or comb that it can.be safely iiutalled at the desired l ustion. It is the exclusive responsibility of the applicator to achieve proper li thickness for safe application. Safe! thickness may vary Ifrom application to application. i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 9SP7. Parcel 8 Application # _ � Health Division � ) Date Issued Conservation Division . W" Application F 3 6) , f�tJ Planning Dept. Permit Fee r / Date Definitive Plan Approved by Planning Board ®✓l (� Historic - OKH _ Preservation/ Hyannis Project Street Address SIC LaN!9LaDob Aye.�x, Village o yemig15 Qo q T Owner "Sd�1t tA" /L SCkueebbulge(L Address Telephone r781- 485-5(.AA / 781 59 ( _ cj g(o Permit Request 1�AgAiAto F o`21.►D �1 cx�2 GJ A11 i�ec.lr, OLP& 1 TROOF SMOV R Q nAke- ilt2 P(kAle RIA2 Square feet: 1 st floor: existing\\ADO proposed 11 2nd floor: existing 10 O proposed aATotal new�3(. Zoning District RF - Flood Plain )C Groundwater Overlay Project Valuation 7,00Construction Type RQ00eWd101%J, Wei-- CD105+eeLx:h0 v Lot Size 1010G0 `Jig f:'T Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 2( Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes /No On Old King's Highway: ❑Yes 3No Basement Type: VFull ❑ Crawl ❑Walkout ❑ Other Ms a Basement Finished Area (sq.ft.) 15-6— Qd0 Basement Unfinished Area?sgnq)'1&6V Number of Baths: Full: existing new 2) Half: exhW9.7 1wo new Number of Bedrooms: _ existing 4 new 7.0VVrV OF ia �lRl`v Total Room Count (not including baths): existing _�new First Floor RooP&Ount Heat Type and Fuel: iGas ❑Oil ❑ Electric ❑ Other Central Air: 2(Yes ❑ No Fireplaces: Existing I New 1 -&kS Existing wood/coal stove: ❑Yes r3 No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing S/'new size 2c44Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded Commercial ❑Yes I/No If yes, site plan review# Current Use ��+�e Proposed Use �qsi be -1A-(— APPLICANT INFORMATION CALL AA 422o 1-4- (BUILDER OR HOMEOWNER) ef-ii -9D8 -976 Name l��t��ljv�1�225C Telephone Number Address License#CS)q Awsim) 11'S (��r 6 Home Improvement Contractor# Email 9 �t��� °�&S C��ML�R�s?', 1�� Worker's Compensation # UvCOD( Q917t ALL CONSTRUCTION DEB ING FROM THIS PROJECT WILL BEE TAKEN TO 'I—rf'� 35 4r�d(, SIGNATURE DA E FOR OFFICIAL USE.ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER - DATE OF INSPECTION: f FOUNDATION FRAME PLY O j 3l -7 9 ? h7 INSULATION C6Z l(➢II�J�J? FIREPLACE ELECTRICAL: ROUGH FINAL d.y PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING h DATE CLOSED OUT ASSOCIATION PLAN NO. ' Department oflndurb-hdAcdd=fs Office oflmestrgafiions 600 Washuzgton Street Boston,ALI 02I1I www.massgovldia Workers' Compensation Insurance Affidavit B>alders/Contractors/IIectxicians/Plmnbers Applicant Information AA Please Print Legibbr' Name pusior slavmizationnn�ivid�a�): lv.C. �HILAS '=;AC- Address: ?a City,/State/Zip:OUS-i)�j A(1S 91. 094+e Phone#: —400 --4;L(a -gJ$34' Are you an employer? Check the appropriate box: ' Type project(required): .1.YI am a employer with 4. ❑I am a general caatachor and I employees(full and/ar part time). * have hired the sob-contractors 6 construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ff odeling ship and have no employees These ors have 8. [ Demolition worimng for me in any capacity. employees and have workers' [No workers'comp,immnance, comp.inmzmce# 9. Bu�Idtng addition re, 5. We are a corporation and its I0.0 Electrical repass or additions 3.❑ I am a homeowner doing all work' officers have exercised their 11.0 Phmibing repairs or additions myself [No workers'comp. right of exemptionperMGL 12.0 Roof repairs msartmce required.]t c.IA §I(4),and we have no employees-[No workers' 13.0 Otbier comp.insurance requied_] *Any appUcmmtthat chcch box#1 must also fil[outthe section below showing thdrworkem'oorapcnsa ion policy intnaefi . t gomeowners who submit this affidavit indicating they are doing aQ wo&and thin hire outside contractors most smm$anew armdavit indicating such. #Contactors that cbeck this box nrost attached em additional shcet showingthe name of the sib-conhacton and state whether or not those catities have employers.Ifthc sob-conftaetnrs have employees,they mnstpmvide their workca'comp.policy number. { I mn=employer that is praviffng xporkers'compewafion>nrrrrance for M employees Below is the policy and f ob site . information, Insurance Company Name: —Y—! jV/-4PCP— �n a Policy#or Self-ins.Lic.# 7 Date: o� / Job Site Address: 674L" AjF �y/ : /� �J � Attach a copy of the Workers' compensation policy declaration page(showing the policy number and expiration date). Fail.=to secru a coverage as requited tinder Section 25A of MGL c.152 can lead to the imposition of criminal penalises of a free'Op to$1,500.00 and/or one-year' en t;as well as civil penalties in the f=of a STOP WORK ORDER and a fine of up to$250.00 a day a viobator. Be ed that a copy of this s may be forwarded to the Office of Investigations of the D msoasnce co vetcation. I do hereby murder the parrs penalfies ofperury that the infornratfon provided above is T5-ue and correct Sr Date: ?' Phone# Fidd use only: Do not write in this area,to be cornpkfed by city or town offuiaL City or Town: PermitlLicense# Isming Authority(circle one): L Board of Health 2.BtuldingDepartnnent 3.CitylTown Clerk 4.Mectricalluspector 5.Plumbinglnspector 6.Other Contact Person: Phone A -Information and Instructions Mkssaehmsetfs General Laws chapinr 152 requites all employers in provide workers'compensation for their employees. Pmscmtto this sfdufe,an w pZUme is defined as"_.every person in the service of another under any contract of hire, express or implied,onI or watirau." An Mayer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the fm'egoing engaged in a]oiat 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,ce,constr-uclion or repair work on such dwelling house or oa the grounds or building appurtenant:thereto shall not because of such employment be deemed to be an employes." MOL chapter 152,§25C6)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 poIifical subdivisions shall enter info any contract for the.perfbr aace of public work until acxeptable evidence of compliance with the irmrran.ce. requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by chw1c ng the boxes that apply to your situation and,if es and one numb s along with their certifi s of necessary,supply sub-contractors)name(s), address( ) Pic er() ng cam() insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LIP)with no employees other than the members or partners,are not required to carry workers'compensation io ca�ce. If an LLC or LLP does have employees,a policy is rmpiuud. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of firs nce 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 rcgaimd to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license ntmmber on the line. �r� City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Departoient 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/lice�se number which will be used as a reference nunb er. la'additio n, an applicant that must sabmif multiple permit/license applit ations 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. Anew 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 ventcre (Le. a dog license or permit to buns 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 DeREzrtmenf s address,telephone and fax number. I ha ComMonwealth of Massachusetts , Department of h dust dd Accidents Office of kVesfigatio= 600 Wawmgton Shot Boston,MA G1 I II Tc,-1,#617-7`27-4900 cxt 4€6 or 1-377 MASWE Fax#617-727-7744 Revised 4-24-07 vnRi.maa_govf dia Town of BarnstableBuilding PoThis Card 5o That�it is VisibleFrom the Street A roved Plans Must,be;Retamed oJob and this:GardEMust be Kept�,, lAitA't3'fAHLB, � `� r i36; ;'�n3„t£ ,.us I?p /ri £ "Y,u' 5 a Posted Until Final Inspection Has�Been Made �, � � ; �� y�, • fir. ; :: _; :- x e rmit ea °' fWhere.a Cert�ficate,of,Occu anc, �s�Re u�red such Buldm stall Not;be Occu �edlunt;<I`a Final Inspection has;beenmade�� Permit NO. B-16-2235 Applicant Name: GCI BUILDERS INC Approvals Date Issued: 10/13/2016 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/13/2017 Foundation: Location: 56 LONGWOOD AVENUE,HYANNIS r Map/Lot 287-088 Zoning District: RF-1 Sheathing: Owner on Record: SCHNEEBERGER,JOHN A& HEATHER D ContractorName: GCI BUILDERS INC Framing: 1 Address: 48 WHITTIER RDA ContractorvLicense �152253 2 WELLESLEY, MA 02481 .. Este Project Cost: $800,000.00 Chimney: Description: PARTIAL DEMO EXISTING ROOF SYSTEM 2ND FLOOR WALLS REAR pPerm�it Fee: $4,130.00 DECK AND FLAT ROOF FAMILY ROOM, RENOVATE HOME PER PLAN, j. Insulation: LIFT HOUSE FOR NEW FOUNDATION Fee Paid::` $4,130.00 �� Final: Date 10/13/2016 Project Review Req: PARTIAL DEMO EXISTING ROOF SYSTEM 2ND FLOOR UUALLS - - - REAR DECK AND FLAT ROOF FAMILY ROOM,RENOVATE HOME, Ml � � b�czy r'� - Plumbing/Gas AW PER PLAN, LIFT HOUSE FOR NEW FOUNDATION z ugh Plumbing: .�, Building Official Final-Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six mon#hs aftereissuance. Rough Gas: All work authorized by this permit shall conform to the approved applicat'onand theapproved construction documents for which#h'is permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zo6ih9 by laws"and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or-road and shall be maintained open for put 1it inspection for the entire duration of the work until the completion of the same. 2 ` VA Electrical The Certificate of Occupancy will not be issued until all applicable si natures b the Ba Idm as Fire Officials are rovided "'this'permit. t p Y PP g Y g P P Service: Minimum of Five Call Inspections Required for All Construction Work. 1.Foundation or Footing NN.A .. �. 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 Town of Barnstable �. Regulatory Services �$ Richard V.Sc4 Director i6s9. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder Y r e� I, ? Q k( e e-L el —1 , as Owner of the subject property hereby authorize hhu L &zzo I& ' C?x lers to act on my behalf, in all matters relative to work authorized by this building permit 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 ' final pections are performed and accepte Signature of Owner Applicant Ji Print Name Print Name -U dot Date Q:FORMS:OWNERPERMISSIONPOOIS Town of Barnstable Regulatory Services �oFnte rOtyy Richard V.ScaIL Director Building bivision Tom Perry,Building Commissioner %639. ��� 200 Main Street, Hyannis,MA 02601 0EO wwwtown.barnstable.ma.us Office: 568-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE:.., ---- —•-P[rascPrint JOB LOCATION: number street village "HOMEOWNE_R": name home phone# work phone# CURRENT MA]I ING ADDRESS: city/town state up code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends`to,reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be,considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1)- The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ 7 The undersigned"homeowner"certifies that he/she understands the Town of B arnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner r ApprovalofBuildingOfficial. ' .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.. ' HOMEOFPNER'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 Iicensed 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 formlcertification for use in your community. Q:\WPFILES\FORMS\building pcamit fmm EURESS.doc Revised 061313 I CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 7/13/2016 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 KathySilvia NAME: The Fair Insurance Agency Inc. NCN o E (508)775-3131 F'ACX No:(508)790-1677 619 Main Street E-MAIL kath @thefaira en ADDRESS: y g cy'com Spite 1 INSURER(S)AFFORDING COVERAGE NAIC# Centerville MA 02632 INSURERAAssex Insurance Co INSURED INSURERB:Safety Insurance Co. 39454 The Waquoit Group LLC, DBA: GCI Builders DBA Paul INSURERC:Savers Property 6 Cas.-ARWC 31771 PO BOX 509 INSURER D: INSURER E: Marstons Hills HA 02648 1 INSURERF: COVERAGES CERTIFICATE NUMBER:16-17 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 EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE F OCCUR PRAERENTED M SESOEa occurrence) $ 500,000 2CW6103 5/28/2016 5/28/2017 MED EXP(Any one person) $ 10,000 PERSONAL BADVINJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO JECT ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Individual Risk Mod Prem $ AUTOMOBILE LIABILITY EOM�BIINdED SINGLE LIMIT $ 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS 5052134 6/3/2016 6/3/2017 BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident Medical payments $ 10,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? ❑ N/A C (Mandatory in NH) WC0002374 5/28/2016 5/28/2017 E.L.DISEASE-EA EMPLOYE9$ 100,000 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 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE John and Heather Schneeberger THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 56 Longwood Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannisport, Imo, AUTHORIZED REPRESENTATIVE Jackie Stewart/FAIJS2 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025/9ol4ol) - ' Oce ofxCopsumeAffatrs&tBustuesIYegula6o_a , : OME IMPROVEMENT CONTRACTOR egistration T57253 Type • 'fi xpiraticn: 8 �2P4#x ^i4a4e Corpora#ton. GO BUILDERS INC T{ r 4 i. a_... PAUL MA2ZOLA Y `j g 644 RIVER ROAD MARSTONS MILLS,L!.I3a4$'" J� t �c�°eitary Massachusetts-Department of Public Safety Board of Building Regulations and Standards . Licerrse •CSFA-05 4z I 9 . T n��R�� X711 t S i PAUL J MAZZOLS r. PO BOX 509 -AN IF = . Marstond Mills MR z Expiration / 06N9/2017 Commissioner . License or reg�strOon vaH&for ind►vidul.�use only' efore.Alf expiration date. -Iffound return.to. � `1 ,,,,,ce of Consumer Affairs and Business Regulation '. ` etoTark Plaza--Suite Boston,MA 02116, , t Not,va i without signature 'Restricted-'One a:ero, family dwellings or any _ t accessory building irrespective of size; . Failure to possess a current edition of the Massachusetts -State Building-Code is cause for revocation of this license. For DPS Licensing information visit vA w.Mass.Gov/DPS I� I I� iej����1GP�'�OC" ' License or registration valid for individual use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Type: 10 Park Plaza-Suite 5170 Registration:` b52253 Private Corporation Expiration 61112018 Boston,MA 02116 GCI BUILDERS IN'jj4, PAUL MAZZOIA 644 RIVER ROAD ', ✓is _ _; b of valid without signature Undersecretary MARSTONS MILLS,MA'02648' I JOB75"f06 am/tl I SHEET NO. 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Growth Management Department Barnstable Historical Commission www.town.bamstable.ma.us/historicalcommission Jo Anne Miller Buntich,Director Marylou Fair,Administrative Assistant COMMISSION MEMBERS: p ,r=�l -�`i r T;;i;,i ,Cl Laurie Young,Chair Nancy Clark,Vice Chair r j` 'z i• n Marilyn Fifield,Clerk _ pt`� ='' George Jessop,AIA Nancy Shoemaker Ted Wurzburg Paul Arnold,Alternate July 6,2015 Re: Intent to Demolish Portions of Single Family Dwelling 56 Longwood Avenue, Hyannis Map 287, Parcel 088 Gordon Clark III Nodhside Design Associates 141 Main Street Yarmouth Port,MA 02675 Ann Quirk,Town Clerk 367 Main Street, Hyannis, MA 02601 Thomas Perry,Building Commissioner _ 200 Main Street,Hyannis MA 02601 Pursuant to the attached decision,please be advised that the Barnstable Historical Commission will hold a public hearing on this matter on July 21,2015 at 4:00pm,367 Main Street,Hyannis,2nd Floor,Selectmen's Conference Room. This public hearing will be advertised,notices sent to abutters and a notice form will be posted on the building or other visible site on the property The applicant is responsible for advertising and mailing costs associated with the pubic hearing. Please contact Marylou Fair at 508.362.4787 or maryiou.fair@town.bamstable.ma.us for processing information. Sincerely, Laurk 7C.YouW Laurie K.Young,Chair 200 Main Street,Hyannis,MA 02601 0 508-862-4786 f Y ) 506-862-4784 ( () 367 Main Street,Hyannis,MA 02601(o)508-862-4678(f)508-862-4782 Ate+. Town of Barnstable .AIMA1 Growth Management Department Barnstable Historical Commission www.town.bamstable.ma.us/histodcalcommission Jo Anne Miller Buntich,Director COMMISSION MEMBERS: - Marylou Fair,Administrative Assistant Laurie Young,Chair George Jessop,AIA Marilyn Ffield,Clerk — IP -7,;;,i, ,^; Cr,r Nancy Clark,Vice Chair r, 7 �' = "''`°1`'`� •" Nancy Shoemaker Ted Wurzburg `t;rl. . i Ei Paul Arnold,Alternate Chapter 112 Historic Properties,Section 112-3 D. —_ -` —DETERMINATION-of-S-I NtflCA-NT-BUILDING-- ----- -------- -- 56 Longwood Avenue, Hyannis Map 287/Parcel 088 Pursuant to Intent to Demolish Portions of Single Family Dwelling The Barnstable Historical Commission received a Notice of Intent to.Demolish application for this address stamped by the Town Clerk on June 29, 2015. This property, located at 56 Longwood Avenue, Hyannis, is a contributing building located within the Hyannis Port National Register Historic District and is associated with the broad architectural and cultural history of this area. In accordance with Chapters 112-2 and 112-3(D), Barnstable Historical Commission Chair has determined that this structure is a significant building. 200 Main Street,Hyannis,MA 02601(o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(Q 508-862-4782 r REScheck Software Version 4.6.2 Compliance Certificate Project GCI Builders Energy Code: 2012 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 4,555 ft2 Glazing Area 21% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Schneeberger Residence GCI Buildres Colony Insulation, Inc 56 Longwood Avenue PO BOX 509 28 Jonathan Bourne Drive Hyannisport, MA Martston Mills„ MA 02648 Pocasset, MA 02559 Compliance: 2.4%Better Than Code Envelope Assemblies 4 5 6 r AF�h ."'n �' 3 r�3�.'.,f+ ',.-;➢�% 5 `e'�:Y i� "' 'S "*1 c Ceiling 1: Flat Ceiling or Scissor Truss 2,280 49.0 0.0 0.026 59 Ceiling 2: Cathedral Ceiling 300 49.0 0.0 0.022 7 Wall 1:Wood Frame,16"o.c. 712 20.0 0.0 0.059 32 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 150 0.280 42 SHGC: 0.50 Orientation: Front Door 1: Solid 20 0.280 6 Orientation: Front Wall 2: Wood Frame, 16"o.c. 712 20.0 0.0 0.059 32 Orientation: Back Window 2:Wood Frame:Double Pane with Low-E 90 0.280 25 SHGC: 0.50 Orientation: Back Door 2: Glass 72 0.280 20 SHGC: 0.50 Orientation: Back Wall 3:Wood Frame, 16"o.c. 700 20.0 0.0 0.059 34 Orientation: Left side Window 3: Wood Frame:Double Pane with Low-E 100 0.280 28 SHGC: 0.50 Orientation: Left side Door 3: Solid 20 0.280 6 Orientation: Left side Project Title: GCI Builders Report date: 07/28/16 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\GCIBldr-7-28-6- Pagel of 9 SchneebergerRes-56LongwdAve-Hynnsprt.rck f he Wall 4: Wood Frame, 16"o.c. 700 20.0 0.0 0.059 31 Orientation: Right side Window 4:Wood Frame:Double Pane with Low-E 140 0.280 39 SHGC: 0.50 Orientation: Right side Door 4: Glass 36 0.280 10 SHGC: 0.50 Orientation: Right side Floor 1:All-Wood Joistlfruss:Over Unconditioned Space 530 30.0 0.0 0.033 17 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 1,750 30.0 0.0 0.033 58 Mechanical Equipment Forced Hot Air Gas 84 AFUE Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: GO Builders Report date: 07/28/16 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\GCIBldr-7-28-6- Page 2 of 9 Sc h n eebe rgerRes-56 Lon gwdAve-Hyn nsprt.rck I REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% 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 Plans Verified Field Verified..: # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 "documentation demonstrate [PRl]l :energy compliance liance for the ❑Does Not ;building envelope. _ ❑Not Observable ❑Not Applicable 103.1, ;Construction drawings and ❑Complies 103.2, "documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR3]' ;lighting and mechanical systems. []Not Observable ; Systems serving multiple ❑Not Applicable dwelling units must demonstrate 4 compliance with the IECC �, >• Commercial Provisions. t 302.1, Heating and cooling equipment is Heating: Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Manual J or other methods Cooling: Cooling: ;❑Not Observable ; approved by the code official. Btu/hr Btu/hr Applicable❑Not A Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GCI Builders Report date: 07/28/16 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\GCI Bid r-7-28-6- Page 3 of 9 Schnee bergerRes-5 6 LongwdAve-Hyn nsp rt.rck I Section # Foundation Inspection Complies?`, °. Comments/Assumptions &Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. , ❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GCI Builders Report date: 07/28/16 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\GCIBldr-7-28-6- Page 4 of 9 SchneebergerRes-56LongwdAve-Hynnsprt.rck Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Door U-factor. U- ; U- :❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1]1 ;❑Not Observable ❑Not Applicable 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 ; [FR4]1 are determined in accordance ❑Does Not :with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 installed per manufacturer's {: ❑Does Not instructions. ❑Not Observable ; I❑Not Applicable 402.4.3 ;Fenestration that is not site built #; ❑Complies [FR20]1 i is listed and labeled as meeting _ ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable ; :limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ' [-]Not Observable s` ❑Not Applicable 405.2 ;AII ducts in unconditioned spaces ; R- ; R- ;❑Complies [FR25]1 ;or outside the building envelope :❑Does Not are insulated to>R-6. ; ;❑Not Observable ; ❑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 y ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not , ❑Not Observable []Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids :❑Does Not below 55°F are insulated to>_R- 3 ;❑Not Observable ; ❑Not Applicable 403.3.1 ;,Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. []Does Not ❑Not Observable iE]Not Applicable 403.42 Hot water pipes are insulated to R- R- ;❑Complies ; [FR18]2 >11-3. ;❑Does Not �j ;❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: GO Builders Report date: 07/28/16 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\GCIBIdr-7-28-6- Page 5 of 9 SchneebergerRes-56LongwdAve-Hynnsprt.rck Section Plans Verified Field Verified # Framing/ Rough-in Inspection Value Value Complies? Comments/Assumptions` & Req.ID 403.5 Automatic or gravity dampers are R ;. ❑Complies ; (FR19)2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GCI Builders Report date: 07/28/16 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\GCIBldr-7-28-6- Page 6 of 9 SchneebergerRes-56LongwdAve-Hynnsprt.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 3011 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values ; . ❑Does Not provided. ¢ ❑Not Observable ' ❑Not Applicable 402.1.1, :Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E Wood Wood ;❑Does Not ;table for values. [INlll i ❑ Steel ❑ Steel :❑Not Observable T❑Not Applicable 303.2, ;Floor insulation installed per t ❑Complies 402.2.7 manufacturer's instructions,and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor. ❑Not Observable ; ❑Not Applicable 402.1.1, l Wall insulation R-value.If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/:of the ❑ Wood ;❑ Wood ,❑Does Not ;table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass ;❑Not Observable requirement applies(FR10). ❑ Steel ;❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]1 manufacturer's instructions. , ❑Does Not ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GCI Builders Report date: 07/28/16 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\GCIBldr-7-28-6- Page 7 of 9 Sc h nee bergerRes-5 6 Lo ngwdAve-Hyn nsprt.rc k r Section Plans Verified Field Verified, # Final Inspection'Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, I 402.2.E ; ;❑ Steel ❑ Steel i❑Not Observable [Fill' I ;❑Not Applicable I I I I 1 t I 1 I 1 1 I 1 1 1 1 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable 1 ❑Complies - [FI22]2 insulation include baffle adjacent k ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable .: ❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50= ;❑Complies ; [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 ; ❑Not Observable handler @ 25 Pa. For rough-in ; ; ;tests,verification may need to ;❑Not Applicable I occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [FI24]1 '!by manufacturer at<=2%of ❑Does Not !design airflow. A. y []Not Observable ❑Not Applicable 403.6 ;,Heating and cooling equipment a ❑Complies [F15]1 "type and capacity as per plans. } ❑Does Not i ❑Not Observable I x _ ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [FI9]2 installed on forced air furnaces. ❑Does Not ❑Not Observable _. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ; [F110]2 on heat pumps. ❑Does Not 'i ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or ❑Does Not U accessible manual controls. _! ❑Not Observable ; ' ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed pro.:. : s` []Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 ;75%of lamps in permanent tt.' ❑Complies ; [F16]1 ;fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. -]Not Observable Does not apply to low-voltage f. ;lighting. ' ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: GCI Builders Report date: 07/28/16 Data filename: \\BOOKKE E PE R-PC\Users\Pu blic\Docu ments\COLONY\RESc hec k\GCI Bid r-7-28-6- Page 8 of 9 SchneebergerRes-56LongwdAve-Hynnsprt.rck Section Plans Verified. ">FieId Verified # Final Inspection Provisions Value Value Complies? 17 ,-.Comments/Assumptions & Req.ID s 404.1.1 Fuel gas lighting systems have ;' ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. }, ❑Complies (FI7]2 ❑Does Not 110) ❑- Not Observable a x x ❑Not Applicable 303.3 Manufacturer manuals for - ❑Complies ; [FI18]3 mechanical and water heating ❑Does Not systems have been provided. V 19) ❑Not Observable wa ❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GCI Builders Report date: 07/28/16 Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\GCIBldr-7-28-6- Page 9 of 9 SchneebergerRes-56LongwdAve-Hynnsprt.rck 2012 IECC Energy Efficiency Certificate Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Window 0.28 0.50 Door 0.28 0.50 Forced Hot Air 84 AFUE Cooling System: Water Heater• Name: Date• Comments r 247 Station Drive EVER _U R E Westwood,Massachusetts 02090 ENERGY September 15, 2016 John Schneeberger 48 Whittier Road Wellesley, MA 02481 RE: 56.1-ongwood Ave, Hyannis Port, MA Dear Mr. John Schneeberger: At Eversource,we're committed to delivering great service. This letter serves as confirmation that, as of 09/15/16, the electric service to 56 3 Longwood Ave, :Hyannis Port, MA, has been removed.. i Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Si _erely, Tracey allahan El ec c Services.Support Center f 3 i i A mid Ez els 91U. 319VISr VId 'jo NIN10.i. eEV E RS'U RCE W station Drive Westwood,Massachusetts 02090 ENERGY September 15, 2016 John Schneeberger 48 Whittier Road Wellesley, MA 02481 BUILDING DEPT RE: 56 Longwood Ave, Hyannis Port, MA SEP 15 2016 TOWN Or t3AHN6IAbLL Dear Mr. John Schneeberger: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 09/15/16, the electric service to 56 Longwood Ave, Hyannis Port, MA, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, Tracey Hallahan Electric Services Support Center 8 national grid 40 Sylvan Road Waltham, MA 02451 September 13, 2016 Attn: John Schneeberger Re: 56' Longwood Ave, Hyannis,'MA This letter is to notify you that the gas service,located at:56 Longwood Ave, Hyannis MA:has been:cut and :capped for demolition on September 12 ,2016. Please be sure to call Dig Safe before.demolition. If you h#yq any questions, please feel free to contact me at 781-907-3016 Thank.you, Lauren MacLean Gas Customer Connections National Grid 40 Sylvan Road Waltham, MA 02451 Tel #:781-907-3016 - -� � '' H � � � � ' i national roil J 40 Sylvan Road Waltham, MA 02451 BUILDING DEP"r. September 13, 2016 SEP 15 2016 TOWN OF BARNS TABUS_ Attn: John Schneeberger Re: 56 Longwood Ave, Hyannis, MA This letter is to notify you that the gas service located at 56 Longwood Ave, Hyannis MA has been cut and capped for demolition on September 12, 2016. Please be sure to call Dig Safe before demolition. i If you have any questions, please feel free to contact me at 781-907-3016 Thank you, Lauren MacLean Gas Customer Connections National Grid 40 Sylvan Road Waltham, MA 02451 Tel #:781-907-3016 i I i c� Department of Public Works 47 as Yarmouth Rd. Water Supply Division P.O.sox 326 Hyannis,m& . BARNMAZA . 026014)= MAsg. TEL:508-77'41M 16� • Hyannis Water System Operations FAX-30&79"313 September 13,2016 BUILDING DPOT Town of Barnstable SEP 15 2016 Building Inspector TO W1V OF BA RNo(H�L` Town Hall Hyannis,MA 02601 Re: 56 Longwood Avenue—Account# 602763—Map/Parcel# 287-088 Dear Sir: Please be advised that the above water service was shut off at the curb stop and meter removed on September 12,2016. The owner has informed us that they are demolishing the building. If you have any questions,please call the office at(508)775-0063. Sincerely, r ayn Starck Hyannis Water System Town of Barnstable ,,, _ Growth Management Department Barnstable Historical Commission www.town.bamstable:ma.uslhistodcalcom mission Jo.Anne Miller Buntich,Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Chair George Jessop,AIA Marilyn Fifield,Clerk Nancy Clark,Vice Chair Nancy,Shoemaker Ted Wurzburg Paul Arnold,Alternate _ i ` Y Chapter 112:Historic-Properties,Section 112-3 D. DETERMINATION of SIGNIFICANT BUILDING 56 Longwood Avenue,Hyannis Map 2871Parcel`088 Pursuant to Intent to Demolish Portions of Single..Family Dwelling The Barnstable Historical Commission received a Notice of Intent to Demolish application'for this address stamped by the.Town Clerk on June 29,2015. This property, located at 56 Longwood Avenue.,,Hyannis,is a contributing building located.within the Hyannis Port National Register Historic District and is:associated with the broad architectural and cultural history of this ✓ area. In accordance with Chapters 1`12-2 and 1.12-3(D), Barnstable Historical.Commission`Chair.has determined that this structure is a significant building. 200 Main Street,Hyannis,MA 02601(o)508.862-4786(0 508-862-4784 367 Main Street,Hyannis,MA 02601.(o)508.862-4678(f)508-862.4782 ELARNSTAS IX Town of Barnstable16-19. s � FDMldA,� Growth,Management.Department. Barnstable Historical Commission wbvw.tpwn.barnsta bie.ma.us/historicalcommission Jo Anne Miller Buntich,Director Marylou.Fair,Administrative Assistant- COMMISSION MEMBERS: Laurie Young,Chair , `I a E '�,I�I 4�.i`I'' Nancy Clark,Vice Chair Marilyn FBeld,Clerk George Jessop,AIA 20 15 j"'U".7,Pt,. Nancy Shoemaker Ted Wurzburg Paul Arnold,Alternate July 6,2015 Re: Intent to Demolish Portions of Single Family Dwelling 56 Longwood Avenue,Hyannis Map 287,Parcel.088 Gordon Clark III Northside Design Associates 141 Main Street Yarmouth Port;MA 02675 Ann Quirk,Town Clerk 367 Main Street,Hyannis,MA 0260.1 Thomas Perry,Building.Commissioner 200 Main Street,Hyannis MA 02601 Pursuant to the attached decision,please:be advised that the Barnstable Historical Commission will hold a public hearing on this matter on July 21,2015,,at 4:00pm,367 Main Street,Hyannis,,2ad loor,Selectmen's Conference Room. This public hearing.will be advertised,notices sent to abutlers,and a notice form will be.posted on the building or other visible site on the properly The applicant is responsible for advertising and mailing costs associated,with the pubic hearing. Please contact Marylou Fair at 508.362.4787 ortmaMou.fair@town.bamstable.ma.us for processing information. Sincerely, Laurie K.young Laurie K.Young,Chair 200 Main Street,Hyannis,MA 02601(o)508-8624786(I)508-862478.4 367 Main Street,Hyannis,MA 02601(o)508=862-4678(I)5ON624782 f Town of Barnstable Grouvth'Manegement Department Waimstabie Histall icalf Commission +,+vAu:form.barnsla bin.n:a:usAnLsIodcalcommissiUrr NOTICE DO INTENT TO ®tBIVdOLISHA SIGNIFICANT BUILDING Date of Application H-/?C /2 n 1 9; Full Demotion FX] Partial;Demolition Building Address: 5.6 L:nngwnnd Avimnup Number street _Hvann; Gnnrt- 02642 Assessoes.Map# 2$2 Assessor's Parcel.# .QgR village ZIP Property Owner:John & Heather Sc:hneeberaer 781-489-5644/781-59I-9496 Name Phone# Property Owner Mailing Address(if different than building address). Property Owner e-mail address: 1.com Contractor/Agent: Gordon Clark III Contractor/Agent Mailing Address: la1_Main -qtYopt 'varmaur art, Mn n9671'; Contractor/Agent-Contact Name and Phone:#::Gordon Clark III 508-362-2210 Name. Phone# Contractor/Agent Contact e-mail address: _ no r t h s i del c o me a s f.n e t Detail of Demolition Proposed: Demo- existing, roof, demo .existing rear deck and dprnn Lzx;st i ng flat ;.nnf fermi ly r.06M--(a{a�A ,C to--I;ja a fate:- ar3rli Linn Type of New Construction Proposed: Addition to :south side; new f o u n d at i o n ri Pw second floor° and roof, n w garage Provide information below to.assist the.Commission in making the required determination regarding the status of the, Building in accordance>with Article.1, § 112 Year built: 1910 Additions Year Built: Is the Buil ' g,listed on the National Register of Historic Places or is the_ building located in a National.Register District? No j s Located in a d.is'trict r` rop her! gent Signature: May,2014 Town of Barnstable.Geographic Information System 4une 29,2015 287035001 287034 207033001 207030 .. 287100 #14 #26 # ,: -..r 28703g. #124 ►. #106 . 287099 #41 28T114 287113 Gp�pY7VMAVF r ?87089 #,35 #34 #51 7038 287039001 AVE #100 a 2870� 287037 �q #57 f7$� #31 287118 2870360o 1" 036� a 0' #15 2916 rtr�6� #i6 QR7097QW1�G}1£S+ R AVE, 287039002 287090 2068. :: 025 287116 63 #86 5B C 297116 SF i 00 60' 287013 287017 Z ' #113 #604 287048 #>9 p- ' �[112 b 287082 287 2877095 2-#7C 2 68 # 2870466 287042ilk #629 #69 287041 n2870911, 119 AVM 287012 #4 #70 WAS011VC 0 626 287M 04910 #29il 287085. #639 #69 IMWA 287150 - 287087 287086 024 287044 287 , 920 #3311�Z76 287083 g#fib 1297082 0 80 287050 ' 19� 28' #65 �+ C.-#� 287084 #648 #16so �. 287081 287.133 287079 87' #62 287054 ® 287043 #32 #44 287052 #9 .ne #45` 287051 0 14W 287053 St yr AVE 287132 287009 #4 > "#30l WAO #44 9F658 287076 �#85 _ 287076 0 287137 13 #1 n1 287t)67 � 287078 14` 287058 LIP 287074 287"S 287.059 c926@` 287077043 287008 287136 #18, 676 287081 � 7123 t O #17,®� 0689 28T139 #160 287 . 287003 #21� 287072 287007 287071 !#172 287435 287004 #6881 28144 101162 0175 #6921 287064 #144 13 287082 #120 NGE13 1 AV 8 28 7006 tt1 287067 z$71768 12 287069 #70 #80 #143 ��"'�'#161 �® n 0165 DISCLAIMERS:This map Is for planning proposes only,It is not adequate for legal Map:287 Parcel:088 N bormdary g deter inabonorre utatory interpretation. Enlargements beyond a state or Owner.SCHNEEBERGER,JOHN A 8 Total Assessed Valuer$982100 Selected Parcel 1'=100'may not meet established map accuracy standards. The parcel lines on thus map +< are only graphic representations of Assessor's tax parcels.They are not true property Co-0wner: Acreage:0.22 acres Abutters W eE boundaries and do not represent accurate relationships to physical features an the map Location:56 LONGWOOD AVENUE r such as building IocaGons. 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'�. �. t �' ., �, .+�� �p� '` �. „�"f,,.--,.tip•--= c Ih!"" .:3't a.».r�.�`"c �."���r�� . v sn y 7 f e � s "7 K IaE. t , t . ,.wU,C%tEp01[Ywye NVLL ee uso+P oe.unEw arfs,w�xo,to. ).Kt�XNNNRlYML661W1 . OSRfQN,GHfSTfp. >C ONiRALiOR 9 V.L 1NR{Y ' wlt Yft10aW 1LYYlN aPQLA9 PR19R 1{I WiDEW14 Y!'iWrii. �.Ca111RNCiaR�Y1lNRPY ALLSWENSWNlPRNRiO '.® CONffRUarIJtL CCN1M.'iON Ae54NFRf RESF�iIIfieltt raR M1Y I69G�M0aR caRR(Lf. dYENL0.Y614i BR<1WNi r0 ' r,mwrienunccwe GENERALNOMS imam O ow+o Avvp � ® _ 7 IO, MN:JOM MiE R \LEFT ELEVATION EAR ELEVATION O NOR77151 M +/VPI DMON o�neow�arP on,R..w ' erR,NR,R�Lo4eae TAYLOR DESIGN LLC Q=j BPIYP: pRa CCr: exismj _ jt90 SCRESIDE � TIILEi ELEVATIONS iaNE:1A�V ME Mm' •� mcEr 'll FRONT ELEVATION ,s.oe A 2 RIGHT ELEVATION Dw of 4=11 2 L ALL WCR.O Wti LAgrw atl T%0®TB'OR.WE9A O1NEA'N.LE NaTPTt: 2ALL 0lTf3V0RN'Nlbwall BE 9U®ISO.L4Yt£:D ' - OTHCITMBENDTE0. 7,DbRAAD10R fJV14�.L FV.: . All YBADOW INiW11CCHrWQB VIIIDR T O OR9Hi[1D Y:TALAw ♦CDN:RACTDp.wWLLYR(T ulawtremLBTrmATo - CDNBTFNDIICN aDNfR.KFFIM 1Lw IW GPL�OtS`BtIIYICR Ae:T eBBrw oR.axwiCc� pp71C24:(GNDT BAD W M fD ' TIIAATTBRgRCI TIIE' ' a84S1'62i GENERALNOTES N0. AENS'.T)N DAIi FAMILYROOM - euLawi ... - ATH.... _. aDFw+Fn BAT} DESIGN BEDROOM - ASSOCIATES - - LMNO ROO A. - ':�. i BEDROOM % -� KITCHEN - '� TAYLOR AxaNEE�t' DESIGN LLC BEDROOM BEDROOM 10 aAeA cr: ExISTENo SCHNEEBERGER RESIDENCE \ti 58 LONOLVOOO4IR. M7.P7W SPU0.T.NA SECOND FLOOR FMT FLOOR TISTA: FLOOR PLANS Duce Ta.�w rl- wm, Was A.1 d.Te GF 4mns' 2 w 30.23 SYSTEM DESIGN: waSHINGTON' AVENUE GARBAGE DISPOSER IS NOT ALLOWED EA 29i Pr.84 sitE 4A DESIGN FLOW., 5 BEDROOMS'0 110'GPD = 550 GPD 4 _ USE A 550 GD DESIGN FLOW zsss ' H o SEPTIC-TANK: 550 GPD (2) = 1160 9 z 2 = A -Pp ' 8?0 USE-A 1500 GAL SEPTIC TANK LdiO ,10.00LOT 0 � ' H LEACHING: LP w 71 / SIDES: 2,(47.5 + 10.8) 2 .74) = 172.5 GPD tz s.9s ` 26 BOTTOM47.5 x 10.8 :74 379 6 GPO 26 z — TOTAL- 46 S.F. 652.1 GPDQ 0 orl - .tETER ° 25.25 I USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) o 8.e2 L ° TOP S.T ?s: o- WITH 2.5' STONE AT ENDS AND 3.' AT SIDES 4 =24.1'ZEL Z IKAAY EXaSTltQO `A_ / •24.63 o DBBLLING 3 i O FFLOOR EL 24.42 1 V DECK ° -�7 TREE ° `LP I 247 ,.3. u k `N. os• MA APPROVED DATE BOARD OF HEALTH ss //y ° ""-,d ' � �.s.z9 E. hTH2�N aDA��;,,;®_1 , ► TITLE 5 SITE PLAN ED Gf—LAR'(4_-.23.11 3.12 •1.49 z1.39 OF 2Bf v z3.s1 ic. 3:zs 56 LON,GWOOD AVENUE X . `J sNED 1p0s "R HYANN18PORT 4 BENCHMARK- ' NAIL.IN FENCE PREPARED'FOR EL 29-V M%M JOHN' SCHNEEBERGER JANUARI( 17. 2613 I off 508-362-4541 qU x 508-362-9880 oowncopa.com p `» down cape eegineeri�g,inc. Scale:l"=20' civil engineers land surveyors o 10 20 3 939 Moin.5treet ( Rte 6A)G 40 50 FEET DATE DANIEL A. OJALA. P.E., P.L.S. YARMOUTNPORT MA 02675 ptftl8 x 24,1/17/2013 2:57;11 PM,PmMous paper she (18.00 x 24.00 Indies),1:1 r 35.?3 SYSTEM DESIGN: WASHINGTON AVENUE GARBAGE DISPOSER IS NOT ALLOWED 29; s4 aru� E 8!**.::,� DESIGN FLOW: 5 BEDROOMS 6 110,GP0 = 550 GPD USE A 550 GPD DESIGN FLOW 4 SEPTIC TANK: 550 GPD•(2). = 1100 USE,A 1500 GAL SEPTIC TANK to seyr" I� v1 1+ ,j LEACHING: r �y SIDES. 2 47.5 + 10.8) 2 (,74) f 172.5 GPO �f BOTTOM 47.5 x 10.8 (.74) 379.6-GPD. = gs TOTAL 746 S.F. W. GPD O s USE (5) 500.GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT ENDS AND 3"AT SIDES 24.83 ✓ q 0 3 `A E j V. APPROVED. DATE BOARD OF HEALTH MA 4 TITLE 5 SITE PLAN EFL ` p u-�EQ w f +�T a 23i1?v 1340 23-39 OF 56 LUNGWOO© AVENUE HYANN18PORT BENCHMARK NAIL IN FENCE PREPARED-.FOR EL. a 29.J -- M/M JOHN-SCHNEEBERGER JANUARY 17. 2013 011 508-362-4541 Yax 508-362-9880 downeope.com doWO cape eftgh7eeri7j,iac. Scale:I"=20' civil engineers land surveyors 939 Main Street ( Rte 6A) 0 10 20 30 40 50 FEET DATE. DANIEL A. OJALA, P.E., P.L.S. YARMOuTHPORT MA 02675 'Eptic 18 It 24,1/17/2t113 2:57:11 PM,Previous paper size (18.00 x 24.00 inches),1:1 i s emu mom .� u 4 > iy va.s.soe {1�3:.-{•�t1�1�IDoni�il.®14. 8J�9�e-�l��Ju_ztr s�r:rJ� a, ��aa''.ai I aiA�b{I!Q4I _•-I+�m�°u{�JI .i�®,i;in.Y f 111'1 "Fill `I I"Y IiN ISREI p„ AIi ` ® � Lail �. lea wa .4 J I � •��,�p�r�" c:.a.... e..es�i - I �� �" �.+q.�±,�me�����„®,an.' ��1► 1a114�'�r"���f`C° i *;` f}L.w r 0�. "�, [.��' 4....,m¢yr.«.,r, .v m,w#,S � yr��"••' M5, �v! 1 � i . ,.ZI ri���lsI�I M21 y i� JYY+ y*�pl� � Ws>.t" ctil�fl -="_.-^.,r.•-� - .off "� .�„= p+ x �' )`'`� J�par� ��II511•"e m `tger_ I I Iy o!. -�y��ua j i�°{,ram �2+"F�/ h� �''' ����L'vi �v�•�- �� ,��� � fTwl/ � ��+'i''��P. ���� r���. -•- .•I�.. ;� �li�,� IJ��I/�� 'Y — 1� �l1/'� '. A J� I ■ �, . I lI��. 1�l� ' Pit�� ��®}��► _ •< ,ir,r,,� �� - � AT 11 -t��.l w a.w�a►:�.i��� <�,r� _ .s"{�. T,a• 4�.®�r a 'y. �d�I�t.,�i){I-^ 3', _ - i . n 6aser, `' s � G� ) ` 0 _ 1 v" Ll�n n flealiiei� x�, T�. 141 V41 _ . ✓_V -41 ,e w1 20 -Zlg a yam' i of THE BAMMBM Town of Barnstable 7Q 16 ♦� Growth Management Department Barnstable Historical Commission www.town.barnstable.ma.us/h istoricalcom mission Jo Anne Miller Buntich,Director Marylou Fair,Administrative Assistant COMMISSION MEMBERS: BP Laurie Young,Chair z„RNCTP7rlL T,1•.,,, UN-' Nancy Clark,Vice Chair Marilyn Fifield,Clerk 20 5.T_ii7 Pf1. '; 'y George Jessop,AIA Nancy Shoemaker Ted Wurzburg Paul Arnold,Alternate July 6,2015 tom, Re: Intent to Demolish Portions of Single Family Dwelling 56 Longwood Avenue, Hyannis Map 287, Parcel 088 Gordon Clark III Northside Design Associates 141 Main Street Yarmouth Port, MA 02675 ' Ann Quirk,Town Clerk 367 Main Street,Hyannis, MA 02601 Thomas Perry, Building Commissioner 200 Main Street, Hyannis MA 02601 Pursuant to the attached decision, please be advised that the Barnstable Historical Commission will hold a public hearing on this matter on July 21,2015 at 4:00pm,367 Main Street, Hyannis,2nd Floor, Selectmen's Conference Room. This public hearing will be advertised,notices sent to abutters and a notice form will be posted on the building or other visible site on the property The applicant is responsible for advertising and mailing costs associated with the pubic hearing. Please contact Marylou Fair at 508.362.4787 or marvlou.fair@town.barnstable.ma.us for processing information. Sincerely, Laurie K.Young Laurie K.Young,Chair 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862.4782 � N Town of Barnstable &UMSPABLB• Growth Management Department v� 1 . ,0� CEO 9. Barnstable Historical Commission www.town.barnstable.ma.us/historicalcom mission Jo Anne Miller Buntich, Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Chair George Jessop,AIA Marilyn Fifield,Clerk Nancy Clark,Vice Chair Nancy Shoemaker Ted Wurzburg �'H�'.�'_)`�TAIBi f=1 n iN Ci i i� � i V'Vi "-t••.i*. Paul Arnold,Alternate ' n;. nLi�sC•.il�`� i i�ii3`Ji Chapter 112 Historic Properties,Section 112-3 D. DETERMINATION of SIGNIFICANT BUILDING 56 Longwood Avenue, Hyannis Map 287/Parcel 088 Pursuant to Intent to Demolish Portions of Single Family Dwelling The Barnstable Historical Commission received a Notice of Intent to.Demolish application for this address stamped by the Town Clerk on June 29, 2015. This property, located at 56 Longwood Avenue, Hyannis, is a contributing building located within the Hyannis Port National Register Historic District and is associated with the broad architectural and cultural history of this area. In accordance with Chapters 112-2 and 112-3(D), Barnstable Historical Commission Chair has determined that this structure is a significant building. 200 Main Street,Hyannis,MA 02601 (o)508-862-4786,(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862.467&(f)508-862-4782 Town of Barnstable Growth Management Department Barnstable Historical Commission wsm torn.barns table.ma.us/his loricalcommission NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING Date of Application_ 6./2 9.2 n 1 s Full Demotion ® Partial Demolition Building Address: 56 T,nnawnnd Avenue Number - Street Hvanni sport 02647 Assessor's Map# 2 g 7 Assessor's Parcel# nRR Village ZIP Property Owner:John & Heather Schneeberger 781-489-5644/781-591-9496 Name Phone# Property Owner Mailing Address(if different than building address) Property Owner e-mail address:�Srhnooh� rT��nEedat nesrc �hoathor� �a�l,com Contractor/Agent: Gordon Clark III Contractor/Agent Mailing Address: 141 Main Street yarmnL,t-hpnrt , MA O?C)7r, Contractor/Agent Contact Name and Phone#: Gordon Clark III 508-362-2210 Name Phone# Contractor/Agent Contact e-mail address: northsidel@comcast ..net Detail of Demolition Proposed: Demo existing roof, demo existing rear deck and demo exi sf i ng flat roof family, rQGM (appears to )Qe T i ate,- ac7c�i t i on Type of New Construction Proposed: Addition to south side , new foundation , new second floor and roof , new garage Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance with Article 1, § 112 Year built: 1910 Additions Year Built: Is the Buil yng listed on the National Register of Historic Places or is the building located in a National Register District? No s © Located in a district rop wner/ gent Signature May,2014 Town of Barnstable Geographic Information System June 29, 2015 287035001 287034 287033002 287030 287100 #26 #44 287031� #124 '#41 287113 #14 #106 287099 287114 y-roN AVE 287089 #35 m #34 #51 G� 0287039001 AVV #100 287099� 287038 #57 �tOS pEcr ® #31 287118 287037 #45 ® #15 287036001 #35 287036 r#�161 0 11,211 P,87097 VVINC4E� R AV 287039 #50002 ® 287090 6 #58 3 #25 Z 287116 #100 #18 287013 287047 y. _. #604 2aio48 9 Q 621 287040 Z 287096 9 S #4� C� 287092 °� 287095 '#76' 2# #68 Z 2870466 287042 A #629 ;� #69 C M 287041 287091 G r0N AVE 287012 A rT#4 170 WAS141 C #626 287046 m e,287--r #29 287085 39 in 7A #69 �,2871150 " 287087 287086 #24 �287044 287055 t #66 8 #34 -- �7082 '{ 2#0 3 &2181750 �#19� 287056 #56 -1 72 28�7�084� . ® #16 w j' 287,1313 '287079 287080 #7681 287043 It 32 2870544 #44 #58 ® #9 #45 2887 #`Ul 052 287053 WAC,4LISETT AVE 287132 287051 #14 #40 287009 14 b' 287076 #658 - �#85 n 287076 #71 287057 2Z#g91 g28�7�07E 1J eta287068 `#31 5 287074 e 287155 Y+ 287059 t#25 r #43 j #25 m #15 287077O ' 287136 #18 .� #676 287061 #23 #18 287008 O #689 287139 287003 #21 287072 #17 � 287071 #160 287073 287135 287007 287070 #152 •#172 #175 287004 ®#688 287064 #144 '#6921 #120 Lc 287067 ®2 287138 117 ING AV 8 p^ 287006 #6 #110 287067 287068 0 287069 2#0 #80 #143 -1'�#161 #165 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:287 Parcel".088 N boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:SCHNEEBERGER,JOHN A& Total Assessed Value:$982100 Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map W-;�o E are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:0.22 acres Abutters ..;:::;: boundaries and do not represent accurate relationships to physical features on the map Location:56 LONGWOOD AVENUE such as building locations. Buffer K'► �`;� ,_ . � .� •,�vim:.;, y y X ��°•��•air `° .4 s� `x.°Ci- " { - ... .... •'s3. '{.<� :�L•'t�3�,y.. �.� .3 •i ,.�-'•,,d. 'Ra' ya4c. '� 3�:ns f vY, 5... .,,� s �jYr + yi�r.'�...:r.,w=r'`^r - � ,.rnnv ...++lR.r'. :^:... ,..,� yt •�.�lq�� r'.�'71r71r-%�,�� t .�.•� 1;1+ ! 1arm _.`-•3' '+.,yr.+M'_yam.. ., +'�. ,•+i++ e . �. ' ' , ` +J :•-.fifty _.__ - ... 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LONGWOOD-AVE yP� Wi, n Vlllaee, ANNISr VCOMPLAINTEINFORMATION� i= A € IfNP +-,} Complainant's Name NEIGHBOR '�, Kr s ».n .+ ,w+.sxs'fi'��'+`^' f.+'�R � +'r.�..y'•.$=a ".'fir-....&a.:,r_ "a .a,�,:S.A-ir+S,..A kri"rr + ;:c.�A. � dpEi' „�. .. _ _ ''�',�� �'`i . -Address-, �y yliv _. in',z „ #�Telephe Number 5 z �t »-+�--�%�.�ris�`—��'�� k� s C.�. --,.'Kz�.: ..,:��k �'w.,'±' .o-r�•�d4,� ya . .., :,.�.. - ry- `� �ComplaintDescnption DOING WORK—NO PERMIT k #' - "`' €x. � .y"xn�.���K€ k rs�����.,'�;t f����."4x�°�. .•s. s�•� .._ rk. � - cr ._ . �4,- '���} s�� . 15 fl N ' ActionstTaken/Results ~REFER TO RJ. / g t ap "�`. �-P d m D�` '' 1l a j — t� l a a, 2.s .'r,y �My "•�-.s`k+Sr {rj 't.yk,0.{ ZnY Sid•'µ'y { + J •f k `€v ' ' d. Z/ � r"'4� -r-- }�-u•r sE���� r� ,a 's��gt Y'.,� �.c f� y�' �';€ ro 2�w ��2' VOW Ft • t. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION F1'iC SYSTEM UST 93� Map a-� Parcel Ogg P-J1 INSTALLED IN COARPLIA Permit WITH TITLE 5 ! d . Health Division � f,y �� pV'S� ENVIRONMENTAL CODE Date Issued T®Ylfi� RECULAmIONS �A9 Conservation Division �' 'fee4;2?!!�� Tax Collector ; Treasurer Planning Dept Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 56 Longwood Avenue 63 t.-S V/ Village Pyanni s Pnrt- Owner John' �chneeberger Address 56 Congwood Ave. Hyannis Port Telephone 7 78-9 8 7 3 Reshingle gable end (,, �/' Permit Request % Square feet: 1 st floor: existing proposed 2nd floor: existing .• proposed Total new Estimated Project Cost 2i 000 Zoning District Flood Plain Groundwater Overlay , Construction Type .. Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic 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 c Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑6xisting ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use r BUILDER INFORMATION Name E. J. Jax-timer, Builder, Inc. Telephone Number 778-4911 Address 48 Rosary Lane , Hyannis License# 003251 Home Improvement Contractor# . 110609 '«,.. "�`'Worker's Compensation# WC97-695028 ,ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO PSI comber ' s Dumpster SIGNATURE DATE _ FOR OFFICIAL-USE ONLY VSR,MIT NO. DATE ISSUED 4 ; , • _ Y _ 4 , -' . - , MAP/PARCEL NO. ADDRESS `$. VILLAGE y OWNER DATE OF INSPECTION: k FOUNDATION' FRAME" INSULATION FIREPLACE_ ELECTRICAE t, ¢ROUGH FINAL PLUMBING: ROUGH FINAL - w GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT »1 , ASSOCIATION PI•AN NO. C. s _ The Town of Barnstable saxnsTnei.E. . Department of Health Safety and Environmental Services QED MA't a Building.Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508=790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: 51 DE wAt.L SW I (vv — GA&Z L"AL D Estimated Cost 2 000 Address of Work: NP � o m(W 00 D > 1 E �l Awl A l t 5 pO e-F Owner's Name: JbN'N $GN'ti!�e Date of Application:?/I? 6-0 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law OJob Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: .� 61) e�. J.Ja-" Mai �09 Date Contractor Name Registration No. OR Date Owner's Name q:fonns:Affidav Board of Building n"ulations ` One Ashburton Place, Hm 1301 Boston, Ma02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Number: CS 003251 Expires:01/14/2002 Restricted To: 00 ERNEST J JAXTIMER 48 ROSARY LANE HYANNIS, MA 02601 Tr.no: 13740 Keep top for receipt and change of address notification. r aWON', Y 4 •••,•, `� i `,Y fi}WOME IMPROVEMENT':CONTRACTORS• REGIS.T "A" I : E3oard' of E3uilcliri Re ulations an, Standards ��� ,� . One .A`shburton Pxl'ace Roam"3:1301° �. 0.W� �wp s>r �•, '' ti ah f ^ *:N>. ME� 'IMPROVEME i H 0 NT C0NTRACTOF3, � 0.0 , �Regis t ,,, pir,ation TYPe PRIVATE', AI1UNM- „ N^"+i�z � 4 ^ H,QME IMPROVEMENTCONTRA6TOR� .c Y' �,.. .:r:+ s, #,: _ 4,r .. istra:tionl;l`0609 ,v :. ka w`#r ,`� *� Reg.,.', £� �. by .: n„ , .` ... ...:;�-',._ (# �hy'tz.`?swh�3' :i" ` a ,aA`1,i'�'-t `, x 2.., BU�I"; �..,; :;� .z,�... .. , ;E>,�, ..» v Tz �~,- °. .Rr.VA�TE GORPOR .T .�: ;T,IMER��, LDER., ,TNC Yrp a P Ir ., A- ION . vas, . -.e; srti i,:riuxw '*cs^'� ' `��•�`.,gSawFu' r ,.�.�y]fq 'a'S*"�'d• t .st �;-"` 3',f t -_ `�1�> 4f• '`ERNiEST s.7 ., JAXTIMER r» . .;..P, , a;=•...e ->ri*. 'u:r gE. �:q'; .d,�.; h"F�'.. ':n ;.'; R't`c"sy. ••:�.t .�$:}�.Y^i *`�..;�L k�., ' '`E.��,,..- =-p ratron 1/03/0 w, ai n d "k' r fiit' vh>` .} � 'y:y: _ 4.8RO,SARY: LNr k':b M✓" ,wr, ..� ..t.a, ,k'r•, t <,�' :7Yt`.' r E J JAX�TIMER. BUILDER<•� IENG' �f f�,- a;-k ,6' <c�t'":a .rc a^" g �,� aF AWN � � STJ 'jJAXzTIMER �, CgAW` 4 r 1, `- p•, ✓ i t � d s F Y ° t �: a SAD NISJRATOR ROSARY' LN*yt rN. ' A 'tit ,js.. kHYANNISMA`02641' _i --- The Commonwealth of Massachusetts .......... Department of Industrial Accidents == office oflnoe Y.I ions 600 Washington Street Boston,Mass. 02111 Workers' Co/m�ensation Insurance Affidavit name: E. J. Jaxtimer, Builder, Inc. location: 48 Rosary Lane city Hyannis MA 02601 phone# (508)778-4911 ❑ I am a homeowner performing all work myself. p I am a sole wo ❑x I am an employer providing workers' compensation for my employees working on this job. companyname• E J. Jaxtimer; Builder .''Tnc address 48 Rosa;ry Lane city Hyannis MA 02601 phone#. ( Ana)77'A Acai i insurance co. Eastern Casualt olicv# / ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comoany name• addresscoo C phone#: company name- address: ::::.... . Ohone :... insurance-co:. Failure to secure coverage as requited under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under th sins d penalties of perjury that the information provided above is true d cor ect 'Sigtl%aturet Date � _ . cf Print name E. J.It Jaxtimer Phone# (508)778-4911 official use only do not write in this area to be completed by city or town official city or town: perndt/llcense# ❑Building Department ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (teyised 9195 PJA) J r ` r` 77 � Complaint Number: 1658 1 aken bv. IBUILDING SERVICSj Date: /2000 Map/x)arcel: Referred to: UILDJNG u ,. w, SUBJECT OF COMPLAINT 3 Business/Occupant Name: " g at Number 56 Street:' LONGWOOD AVE Villave: ANNJ_S COMPLAINT INFORMATION'S - Complainant's Name: CITI%EN § Address: Telephone Number: x,N Complaint Description: DOING ADD. WORK----NO PERMIT Actions TakeiNesults: Rj. CHECKED-----NO PERMIT FOR WORK .,-, ONGOING. CALLED JAXTIMER WILL BE _ IN FOR PERMIT. Date Closed . - ..:;�.. .....I. I ', _ 1 f • C ,� �. i �� i � ►� —, �' � r � �� C ,� � i �, � r �, t ��� - � � � � =\ rj e �` `, � � :� � ,�� � `� � -, _. �� �� � ; -- �: � �� �, I� � `� ♦ � :., I � w r t , ► �. r -� �� . � r _ . �` ► : ' .. �� '! � • . : _, �..� ��1 ��\ �, �� �� Fri � A' ;a Complaint Number: 1650 .;. Taken bv: L�ILD1G SRVCS �= Y Date: 14 2000 - "' n.Man/parcel: Referred to: WRI,IG ` SUBJECT OF COMPLAINT-: - Business/Occupant Name: F-1 SCHNEEBERGER Number 56 Street'—LONGWOOD AVE Villave: WYANNIS COMPLAINT INFORMATIONS €` Y Complainant's Name: NEIGHBOR Address: Telephone Number: x- Complaint Description: DOING WORK—NO PERMIT 71 � .. Actions Taken/Results: REFER TO R J. s : Date Closed:. TOWN OF BARNSTABLE BUILDING PERMIT-APPLICATION Map Parcel nV55 Permit# Health Division 7 (-7 8 Date Issued Conservation Division 09P7 Fee Tax Collector '` 3�8h�" olio SEPTIC SYSTEM MUST DE Treasurer INSTALLED IN COMPLIANCE4;V_ L Planning Dept. t H TITLES. ENVIRONMENTAL CODE AND = Date Definitive Plan Approved by Planning Board TOWN REGULATIONS Historic-OKH Preservation/Hyannis .Project Street Address. 56- Longwood Avenue ,.Village Hyannis i'`btt"' ' Owner Mr . John Schneeberger r Address 56 Longwood Avenue , 'Hyannis Part Telephone 781-23777000 Permit Request Add 'second 'f 1oor -dormer �t y Remodel. work . Square'feet: 1 st floor: existing proposed 2nd floor:existing proposed r Total new Estimated Project Cost $13 ,000 Zoning'District RF-1 Flood Plain Groundwater Overlay Construction Type rraood Residential_ Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ® Two Family ❑ Multi-Family(#units) Age of Existing Structure 50 y'Y-S . Historic House: 0 Yes Cl No i 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 1 new Number of Bedrooms:- existing new ; Total Room Count(not including baths): existing 7 new First Floor Room Count Heat Type and Fuel: R(Gas, ❑Oil ❑Electric' ❑Other T-1AA- Central Air: ❑Yes O(No Fireplaces: Existing I New 'Existing wood/coal stove: ❑Yes', 0 No Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:❑existing ❑new size Attached garage:O existing ,0 new size '' Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ - Commercial ❑Yes &No If yes,site plan review# �} Current Use Residential Proposed Use` Residential ., BUILDER INFORMATION Name E .J . Jaxtimer , Bui_l.der ;' Inc . Telephone Number 778-4911 ,Address Q.8 Rosary Lane , Hyannis License# 003251 Home Improvement Contractor# 110609 Worker's Compensation# wc97-695028 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ma er ' s Dumpster r . SIGNATURE A214 DATE - FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED' - r MAP/PARCEL NO. ' ADDRESS VILLAGE. OWNER -DATE OF INSPECTI�N: FOUNDATION FRAME INSULATION FIREPLACE -_ 1 ELECTRICAL: ROUGH FINAL,rr ~' - 1 } PLUMBING: ROUGH ai FINALS w 1 GAS: ROUGIf -1 �y = % FINAL d -251co FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO = 4 - r.:S --- The Commonwealth of Massachusetts Department of Industrial Accidents X -' Office of/naestioations 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: E. J. Jaxtimer, Builder, Inc. location: 48 Rosary Lane city Hyannis MA 02601 phone# 778-4911 ❑ I am a homeowner performing all work myself. ❑ I am a sole pro netor and have no one workin in any capacity %% O I am an employer providing workers' compensation for my employees working on this job. company name. E J Jaxt imer,''Bu lder.' Intr. address: 4g.;Rosary Lane .. city. Hyannis, MA 02601 Phone# 778 4911 insurance co. Eastern Casualty olicv# WC97 695028 ' ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: companv name: address.- ... city: shone#; insdrance.ca oLcv# aniyanv namez : . address: shone#:. c . in�nratice co. olicv# Fafiure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Ofnce of Investigations of the DIA for coverage verification. I do hereby certify uun e p 'ns and penalties of perjury that the information provided above is truo and correct Signature L- Date z Print name J. Jaxtimer Phone# 778-4911 official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check H hTunediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; - Other-(revised 9195 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 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,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 in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns 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 peimit/license number which will be used as a reference number. The affidavits may be retu rii d to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 Me of Investigations 600 Washington Street Boston; Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 r ctu:r, -�y The Town ®f Barnstable MASS- �' Department of Health Safety and Environmental Services rua' Building Division 367 Main Street,Hyannis MA 02601 Office: 508 790-6227 Ralph Crosser Fax: 508 775344 - Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the-reconstruction,alterations,renovation,repair,modernization,conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type of Work: Add 2nd f1r.Dormer En. Cost $13 ,000 .00 Address of work: 56 Longwood Avenue Hyannis Port Owner Name: John Schneeberger Date of Permit Application: March 8 , 1999 I herein'certify that: Registration is not required for the following reason(s): Work excluded by law Job under S 1,000 Building not owner-occupied 0.%N=pulling own permit Nntitr,is hernh-•given tha+- OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the open L- 3/8/99 E J . Jaxtimer 110609 Date Contractor name Registration No. vrc Date Owmcr's Warne z- h 153423 ' DEPARTMENT OF PUBLIC SAFETY 153423 ONE ASHBURTON PLACE, RM 1301 l - BOSTON MA 02108--1618 1 CONSTRUCTION SUPERVISOR LICENSE • Nuriiber: Expires: a , Restricted To: 00 r �w ' ERNEST' J JAMMER ` e J 48 ROSARY LANE HYANNIS, MA 02601 0 ,v .Qi spy Keep top for receipt and change { of address notification. � s z5 °i • �� ��' ,, ?�w,;°�d, s� -wf•.»- r--�• w.- I :.,.,�; F ea .�'��".' Y ;`"` 'r.�'.�t r�� w �.F �. - � a. ����{<i 1� s •.tc' 4�r-["+ti-t,_��•„i .� �. .- ���• * f � �y `^e.`A� � � � T, Alf ..HOMEIMPROVEMENT CONTRACI OR5 .F2E.GISTRAT3ON: Ix � �. �� ?L_ { °BoarEli of; Bui-•!cling `Regulations sine!.` Standards, Ashbu-i-t6n. PIaCe R6b M1 c301 )p x. �. ' Boston, Mas'sachustts LL02108� yy�- 2 �.. y L 'm `HOMEf,;IMPR'OVEMENT CONTRACTOR - - --- - - - Rega.strcA, on, 1106609, E'xpkr'a t,,.., _ .. I � L.Z�:aaadutaeQa L7 R�i�....¢i.. - �I_ � a, ,J Type PRIUATEf.'.CORPQRATION :- ,K �1 ti' .1 .. _" L• _ , c r s k �, . + HONEY IIIPROVENEC.CONTRACTOR 11669" a $PRIUATEy CORPORAT.IONg E .J JAXTIMER °BUILDER , TNC . , �ERNEST. J JAXTTMER �: xpir %00 ; �. . EE atlon 1 0 , ,8FZOSARY. L NF a h„ .h fHYANNIS yMA 026'01 - ,ti SE ] JAXTINER, BUIL E� NC N � 7; OS`ARYINa ADNNISTRKOR ':, .r„ ';a, - r3..• K n `C..'- § l+r ... cY ! -.*+ "'' .M .�- a 7 'XL. .v"� ,:?', ,^ .„! a .. .. .•:.+.E"a.,�.k"` ' �ntti,... �'- .,.��'"`� .�:�;.,�`...., .-�-.v:.,,-...,,...,..w.,.,.a.T- ..a,..,�,+ "' ..w.».:.-...,..--_,_._..,_...._.'......:........»...-�._•..1.'.._.. _..«_.... ...._ AV, -I 4 ci 01 Z O LIL11 f fyJ . I i i i I `" Q O 7=CUR Appmft j Table J1LIb(continued)' Prescriptive Packages for One and Two-Family Residential Buildings Heated with Food Fuels MAXIMUM MINIMUM Glazing Glazing Wing Wall Floor I Basement Slab Heating/Cooling Areal(%) U-value= R-valuer R-value' R valuer Wall Perimeter Equipment Efficiency' Pie It value' R-value' 5701 to 6500 Hating Degree Days' Q 12% 0.40 38 13 19 1 10 6 Normal R 12% 0.52 30 19 19 1 , 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 25 N/A WA 85 AFUE W 15% 0.52 30 19 19 IO 6 85 AFUE X 19% 032 38 13 25 N/A N/A Normal Y 18% — -0:42 38 19 25 N/A N/A Normal Z 19% 0.42 38 13 19 10 6 90 AFUE AA 18% 0.50 30 1 19 19 10 6 90 AFUE I.-'ADDRESS OF PROPERTY: lh SQUARE FOOTAGE OF ALL EXTERIOR WALLS: �< 3. SQUARE FOOTAGE OF ALL GLAZING: f�� 4� 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. b- BUILDING INSPECTOR APPRO YES: NO: q-forms-f980303a 1 ` 780 CMR Appendix J ~' Footnotes to Table J5.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall o e re uirement. area, expressed as a percentage. Up to 1 l4 of the total glazing area may be excluded from the U-value q .. For example,3 ft of decorative lass may be excluded from a building design with 300 ft of glazing area. p g Z - d documented b the manufacturer in accordance with e tested an After January 1, 1999, glazing U values must b y the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. `Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example, an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages). Floors over outside air must meet the ceiling requirements. `The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. " If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall, slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). s 43 d •O N !t N O• - ®fl� ,,,,,� O O S- ►- D C ?® at ~ O O - Q 7o a 'Ea �afl �-k R N r�b O r h = N V% -0 R /jU (or' A) co w a�r Iva WA m a o cr - E x S e+ 63 — W t� f 3 g+r @� •• • O 63VI- O.B a= =' to 90 z '. C O 0.it J a E s+ 'f ps i+p a Z 73 r►1i - • tarto co 30 ' o ifs O � y c+ � iT{ �S• Ca 4 4-b 4 co •• z Z Dan i . d► !�� ran o'er �� � � y �owc .. Yr. CD t•1 - r - � cil - ou <� Mk mumZ < $ "{ tTI � Iilllll--- � I � �� f _ _ (I�4�11!� � !I f �° fit;►;a� �'��IU��31flii i �I���EI�illli!{� i 'I!�H��III ill{�I11H}1 Ilf I � i , A!�n�ifii�n�o�,gta uita�iural ;a ,mmur�+� I: tnttttrtur m�9tIR iQliif�tltAU rtomuuuurta; 10111MMMI �tw rt[utxs tl n amtnt�ru i� }� 1 t @L1tUlf,, I �) f xueutnor t u nil 1111��_ _ HI �� ICJ aa�f �i �I��E�I �f�l(► _ iiiiiir ■N■ ��.Sul I� — - o� _ s IF 77 Q.1 n o �dkll-�YN�daG1-- I�. � �� �. } •- ---,.ter—— fy 11 I' � I x r J Tli, t--�- I O —� IIfI Yr ll , wl I ay IT 41' HA II I_1 j 1 ..I i 1• Q � I b II II f u I ' ul • � '�� I �� -- �� ��; � III f�i�; � � i I I ! Ql� Ln I l i i -• � I � I III, I I � I �ii l I 'The To z? :, f B-nn, Ufa-bIc ' ,11 it :i!I.I T1\'11:(1F111114"111.1 367 Main Street,Hyannis MA 02601 Office: 508 790-6227 Fax 508 775 3344 Build Commissioner For office use only Permit no: Date r HOME MPROVEMMCONTRACPORLM CTTPPT FMT-NT•Yi PF.QPXM,APPT T 747Tl111j' MGL c.I42A requires that the"rsoortstruaioa,alterations,rc=Wioa,repair,modernization.conversion, irnpmverrtent, removal, demolition, or constriction.of an addition.to any pre-c)nsting owner.ooc ipied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residenoc or building be done b}registered contractors,with certain exceptions,along with other requIlements- LAIZ TINpcof Vvori.. 0ft6'fY1u-,j rn k.l sz Cost 30 DOCK. I 1 Address of Work:_ W oD d Ct s'L/CC Q �r I Owner Name: q . Date of Permit Application_ • ;- I heretry certify that Registration is not required for the folloain€rrzson(s):' ro ` Woik cxdudcd b%-'lay.' Job under S 1,000 'Building not owner-oocupicd Other pulling own pa-nut Notice is hereby givcn that; OWNERS PULLING THEIR OWN PER!.,fTT OR DEALING WM U`NTREGiSTERED CO;—f ACTORS FOR APPLICABLE .HOME Il✓�PROXr!.EN'T NVORK DO NOT HAVE ACCESS . TO THE ARBITRATION PROGRAM OR GUARA' 1=U1M'D.UNDER 1`1GL c. 142A SIGNED UNDER PENALTIES OF PERJURY I_hercbr 2pph-for 2 permit 2s the 2tcnt c`t,c ott„cr. J, y7/rnee i�a�oq Datc Contractor name Registration No. OR Date C*ner's name tr i THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 3 No BARNS OF. . . TOWN TA®LE FEEJ.v............. is rnsttl arks At41 - otruainrt �Prttti� Permission is hereby granted..............,�reG to Construct ( ) or a air -__- ........... •-•---------- •--•---- P V-) an Individual Sewage Disposal S stem •_ at No......................5.. . r•— as shown on t7f- plicati n for Disposal Works Constructi pe sciecN .......... •- 'y o f / L ated._ . DATE.__.. aTa' with FORM 38808 HOBSREN,INC.,PUBLISHERS z � 4 } OF 1��DUSZ72IAJ&rACCID.F2\T S = 600 WIASHI?QCTON S-IiZ ---T games- Ga ,�ae�. DOS T ON, )NQ6SACH USI_TT S 02`�1 1 Sc�— :ss�onc woRKERS'COMPF2\ISATIONrNSURANCEAFFIDAVIT 0 iccnscc/perm i acc) with 2 principal place of busincss(residcnccac C o5aL � IM. 4 2 0 1 (City/SucclZip) do hereby certify, undcr the pains and pmdries of perjury; that: (it I am an employer provioing the following workers'compcnsarion coverage for my cmployccS µ•orl ing on ihiS i job. wi✓ ^ 3 (Z - 2-L Insurancc Com ny Policy Numbcr j J I am 2 sole proprictor and have no onc working for mc- i i (J 1 2m 2 sole proprictor,gems-J eonmaor or homcownv (arcic onc) and hzvc hired zhc eontnaoa iisced bolo A, who have the following worker compcnsarion in.Tu=cr-policies: Namc of Conmaor Ins=ncc CompanylPolicr N=ba Name of Contractor Ins=nec Company/Policy Numbcr N2MC ofConmaor Inn=ncc Company/Policy Numba Q lam 2 homcox ncr performing all the work myscl£ NOTE: Plc=sc be i—zf<Lst atw?�<J cocowacn wbo ctaploy perronr to to raai0tcasacc,c4ortrva;0C or rcpaif—ock on a Z•-�ci(ins of not more tba.a thrc<uaiu is NA-i6 tt;<borz<CO •ncr SJ o CCAUC.s or on the F'roua6:ppurscatat tScrcto Inc not peneratb- "ns'd2<`e to be ImPloycrr, —ecr tb<�or=<n'Corpwutioa Act(GL C.152.cccz 10)).application by I b—c—ocr(or a 11c"' or p<rmit r-.y cvi&CCc i1c Jq-J st=n:t cr:,cr_-1o)-cr uoLcr tSc Gorkcrs*Compcorstioa/act i cncustanc tn_(a COPY of trig srt<ncrt•-;c a fcr-2jLC8 to 6,c tDcpr- :cnt of Industrial Acodcnu'OGc<of l uc::na(or.covcr:�c <ri(iation_nd that f=!lure to sceurc cnrtr�< tcSuir<d undcr S<Czion?54 of MGL 152�k.3d to the impocipon o(�rs+niJ penJe;cs consisting of a fine or up to S)500.00:r.&cr i mpri onrncnt of up to onc year and civil pcnahxs in the form or:Stop Wort:Ordu and a I fine orS100.00 a day against mc. Signcd this -- � y d2 of • 19 - I Uccns c/&cltxcc Licensor/Pcrmiaor x `,�iign`�}�•;i• � � ,7(W�//�/J'�' a ." ,� L r �`y.,.� .+"� y�����'$" ]��'a. '� { �. 'SY� �:v},r � {I ',!�R,e � ' � � � r`" Sf�2� y _ ''•biz. fill '� Y CDR ; A g& Y• s � L* =:. ; , �T �k��*. w:e,vg S'r 1MZ "Apt 1 O ll � JCrP � sl'� ;71�u b�t�y9���a�' ',�yt•�. e�,'�,l�i,�"' ,"'"'�� �' ^r �,, �c IF A '�°�' 1'.7 Pe' � PRI V'A r ° � t C,`.-'� {'k" , �� �.t .�1 '' ,�, S` "r� ���„�w �•:✓��aAQut�.ttG��3 a�2r fqr iY L 9 t { / .r � Y 8 59 j • .� FWlurotopossessacurre�i4 4$ • COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY OF ONE ASHBORTON PLACE Ood.0acau of rrevoate atio78 MASSACHU5LYT5 - BOSTON,`MA-0210x" Cod�iacauseforrevOO�tdodt. o11his llcamse. 110C► LICENSE CAUTION EXPIRATION DATE BCD C O N S T R. S U P E R V I S O R 01/14/19,96 FOR PROTECTION AGAINST EFFECTIVE DATE uC-NO. RESTRICTIONS THEFT, PUT RIGHT THUMB NONE 06/30/1993 003251 PRINT IN APPROPRIATE g 6 BOX ON LICENSE. ERNE:ST% J : JAXTIPER a' 4$: R O S A R Y LANE z BLASTING OPERATORS HYANNIS MA ,C2601 m MUST INCLUDE PHOTO. PHOTO OPR ONLY) 00 Y PAM .-:.. NOT VALID UNTIL SIGNED BY UANSEE AND OFFICIALLY HEIGHT: STAMPED-OR-SIGNATUR THE COMMISSIONER t . ( Q - i THIS DOCUMENT MUST BE r SIGN NAME IN FULI,ABOVE.SIGNATUFE LINE CARRIEDON THE PERSON OF IGNA OF LICENSEE THE HOLDER WHEN EN- Sti✓'*'�Gh olA(JO OTHERS.RIGHT THUMB PRINT GAGED IN THISOCCUPATION. r. _ i Asserssor's Office 1st floor Ma ""?��J Lot d V67 ,� Permit# 3 9 Conservation Office 4th floor �I 3 3 - Date Issued Board of Health(3rd floor) ] Engineering Dept. Ord floor) House# .J�.6 Gruel $EPTI*on I�STi4LST EE Planning Dept. (1st floor/School Admin.Bldg.): IANC-Definitive Plan A roved b Plannin Board 19 ENVIF?O(Applications processed 8:30-9:30 a.m.& 1:00-2:O�.m.) TOT�EO�Ia�°� N® TOWN OF IBTABLE Building Permit Application Project Street Address 56 Longwood Avenue , Hyannis Port Village Hyannis Port Fire District Hyannis Oevncr Mr. & Mrs . Jack Campo Address 56 Longwood Avenue , Hyannis Port Telcphonc 775-1306 Permit Request: Enlarging kitchen , bathroom & bedroom 135` sg.ft . Zoning District RF-1 Flood plain N/A Water Protection N/A Lot Size Grandfathered Zoning Board of Appeals Authorization N/A Recorded N/A Current Use Residential Proposed Use Residential Construction Type Wood Existing Information Dwelling Type: Single Family X Two family Multi-family Age of structure 45 yrs. Basement tvce Crawls pace Historic House NO Finished RIKKKNx Old Kings Highway NO Unfinished X Number of Baths Three No. of Bedrooms Four Total Room Count(not including baths) Seven First Floor Heat Type and Fuel FHA Gas Central Air NO Fireplaces One—Masonry Garage: Detached None Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name E. J . Jaxtimer , Builder , Inc . Telephone number 778-4911 Address 48 Rosary Lane License# 003251 Hyannis , MA 02601 Home Improvement Contractor#110609 Worker's Compensation # WC 1—312—2 0 4.3 9=0 2 3 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Barnstable Landfill Project Cost $30 ,000 Fee — SIGNATURE DATE March 30 , 1995 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T - *a3 I FOR OFFICE USE ON2.Y 4/3/95 1'.�;= 287.088 - - ADDRESS 56 Longwood Avenue va.LAGE Hyannisport Mr. & Mrs. Jack Campo OWNER DATE OF E�SPECTION: • h FOUNDATION x ' FRAME INSULATION i - s ` FIREPLACER ELECTRICAL: ' ROUGH FINAL " PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL ' t FINAL BUILDING DATE CLOSED WE ASSOCIATE PLAN 16.'- gin- b R J SMOKE DETECTORS REVIEVY�D �e,f � 1.ALL EXTERIOR WALLS SHALL V`v DATE 24,-01 2q,_ly+ BE ERWISE"OTED. SS ' S-73/ OTHERWISE NOTED. BARNS ABLE BUILDING DEPT. 5'-q" 5'-W 5'-q" 5'-q" 5 " 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS B q OTHERWISE NOTED. A.6 A.6 DATE 3.CONTRACTOR SHALL VERIFY st � FIRE DEPARTMENT PRIOR ORDERING WINDOWS. ------------------- STEPS OTH SIGNATURES ARE REQUIRED FOR PERMITTING ALL WINDOW ROUGH OPENINGS P O PRIOR TO B I _ O - ------- — --- ----- ---- 4.CONTRACTOR SHALL VERIFY. TS 4°x4"x.25•COLUMN - CONSTRUCT ONALL S CONTRACTOR O - 95'STD.BASE PLATE 4 2-,° DIA.ANCHOR 5/B"ANCHOR BOLTS @ 36°O.C. I _I ASSUMES RESPONSIBILITY FOR H@AT I I BOLTS TYP. MIN.7- EMBEDMENT I 6°x6° P ANY MISSING OR INCORRECT �'I sY/3"x3'xl/4'PLATE WASHER -I POST T DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 10°THICK x 6'-4' PROVIDE I LATER 5/B" I I _ / / / / DESIGNER. CONCRETE WALL ON TYPE-X°FIRECODE GWB �0 CONTINUOUS 20"x10" ENTIRE GARAGE 6 CEILING GENERAL NOTES $ CONCRETE FOOTING _ I I . 4' FOOTING AND MAINTAIN I -- 4' FOOTING COVERAGE IV r g r/ _BELOW GRADE I GARAGE SLAB tl l 1 I" DEEP CONTRACTION I I - dyp"(• G I o PITOWARDSPERR FOOT JOINT CUT WITH EARLY ENTRY SAW // STEPS o I -------------_------__1_r�__________--______ I 1 3 ENG.NOTES 317/16 O\\a I 4"CONIC. SLAB ON -_----- ®�-------1 ----- I I a M 10 MIL VAPOR RETARDER \ i ' \- - ' -TII I I z W.D. 2/16/16 I I I I 1 PRELIM REV 11//1 5 .. ......................................:......................... ................................... .......... .................. .................... ................................................................... TS 4'x4"x.25"COLUMN 4§"STD.BASE PLATE 6 w� %iii NO. REVISION DATE �•%i%l%i A.7 I ,I' ,,, !'��%.. \ PROVIDE 10'FOOTING (BF25BE I I IfN"�J b+ W 5 DIA.ANCHOR W/BIGFOOT FOOTING(BF28) NO THSI Nr A BOLTS TYP. I /— �, \ 1 FOR COLUMN SUPPORT ABOVE I I DROP TOP OF WALL 1 _mirf= \ \ mi L J ITS COMM HEREBY COPYRIGHT. THESES 12"AT DOOR OPENINGS PL NS ARE NTT COPYRIGHT.UCESE6 1W THICK x tW-IO" PLArvs AaF NOT To eE RePRoouceD CONCRETE WALL ON I CHANGED ORCOPIEDINANYFORMOR 10"THICK x 4'—B" THICK x iq'-7•: MANNER WHATSOEVER WITHOUT FIRST �� CONTINUOUS 20'x10" CONCRETE WALL ON j CRETE WALL QN m I o OBTAINING THE EXPRESS WRITTEN CONCRETE FOOTING / TON TINUOUS 20'x W, m TINUOUS 20"xl0"VERIF7 AND MAINTAIN —JCRETE FOOTING , I I PERMISSION qND CONSENT OF NORT4' FOOTING COVERAGE ICRETE FOOTING ————_ -- —— v DEscry AssocwTEs. BELOW GRADEi — -- - ZrJ ----- i; 1—m_ ..--——— — -- BUILDER: 2x6 WALL ABOVE 1 '- .r1?T- --- CHANGE OF III STEEL BEAM I -■%! % %� ii% , ' FOUNDATION WALL TO I —— — HGT.LOC. FLUSH L_ — —� —— — SUPPORT EXISTING r— III r = - u I�——— TO JOISTS - I III I 10"THICK x tq'-7' II FIELD VERIFY TOTAL w I x, I III IMF Hill y" LVL I CONCRETE WALL;ON I III HGT.w/SIZE 4 DIRECTION Z W I U il_ m .J �. III I CONTINUOUS 20"00" gAN302B OF EXISTING JOISTS N I Q a _ �'..,>.-..'<..".�>M III I CONCRETE FOOTING ® I IIII III 8��1 ------- HI 1- E10°THICK -7• III III III T5 4'x4'x.25'COLUMN I 12X26 TYPICAL NOTES, q,] o - 3- O I H o CONCRETE WALL ON Ii 3-1 44"xll Yj LVL III ON 36°x36°x 12-aP. STEEL BEAMII DESIGNER: W II ,n NQ I CONTINUOUS 20'x10'III FLUSH CONCRETE FOOTING FLUSH NORTHSIDE STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION - « I CONCRETE FOOTING II III 96°STD. BASE:PLATE 6 I I WALL PLASppTER 150ARD//FINISHAND PRIOR TO ENCLOSURE B7 INTERIOR a, m i m =1 I III I BOLTS TYP.NCNOR I I AAN3028 IIII DESIGN EXOISTRN�THOUSE COMPONENT1S'EAND INTERIORS FDUURING CONSTRUCTION I o I 3-I 'xll Y.°LVL Iy W 17'-4' I I6'-30' I I - — ASSOCIATES A IS'SART UCTINSU POSUCH PROTECTIONS/ENCLOSURES AS MAY BE T-I FLUSH RI TO BM. III 12X26 L TS 4°x4"x.25"CO UMN DISTINCTIVE RESIOENTIAL6COMMERCIAL DESIGN L__ I PKT. III r— STEEL BEAM r CONTRACTOR SHALL SITE INSPECT ALL EXISTING V5. PROPOSED 2' SPACE FOR USH 1 I ON 36"z36'x12°DP. �I 141 MAIN STREET'YARMOUTHPORT-MA 02675 —L—I�--711 --- ----- v CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER STONE VENEER ________ — ------ —� -I-- CONCRETE FOOTING OF ANY DESCREPANCIE5 AND/OR CHANGES THAT MAY BE ENCOUNTERED. ——— I— ——————— r 35'STD.BASE P�.ATE 6 I (508)362-2210 15081362A802 12X26 III —r -1II — 1 I 1 NORTHSIDEOESIGN.COM CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ I 2- ' DIA.ANCHOR I STEEL BEAM BASE['IENT SLAB L 1L J 1 RonNsmel@cemceel.rveL SHORING ETC.TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL 36° DIAM.CORRUGATED I FLUSH III II III BOLTS T7P. INTEGRITY OF EXISTING HOUSE. GALVANIZED STEEL 3-I 'xll Y�LVL I AAN3020 CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING V5. PROPOSED AREAWA7 w/GRAVEL I FLUSH III > • II III 4•COIiIC.SLAB ON I IIII CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS BED, TYPICAL 10 MIL.VAPOR RETARDER I I STRUCTURAL ENGINEER: AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS I I III WORK PROGRESSES. I 1 I AAN3020 T5 4"x4'x.25'COLUMN III Q % x III 3-1%'ill Y.° LVL I 36'pIAM.CORRUGATED %.II TAYLOR ON 36"x36°x 12" DP. FLUSH: I � GALVANIZED STEEL CONCRETE FOOTING I II III ■Y STEEL BEAM AREAWAY TYPICAL I � DESIGN LLC 44"5TD.BASE PLATE 6 III I II mw IIII/ i 2- "DIA.ANCHOR ■■ 12X26 I I FLUSH BOLTS TAP. T �r-I 1 III -STEEL BEAM �: . STAMP: BASEMENT NOTES: FLUSH I I VERIFY FOUNDATION WALL -JIL--- -DUI —ti ——_—— HEIGHT TO ALIGN NEW 2x12 w I — } —————— — ———— I FLOOR JOISTS:w/EXISTING I. MAIN FOUNDATION WALLS TO BE 10'CONCRETE Fc'-3000 psi, W/2@u5 BARS TOP m m I �12X26 -r -r 30'-2" TO ALIGN FLOORS II S BOTTOM FORM FOUNDATION ON 10'X20"STRIP FOOTING. « 3. BM. STEEL.BEAM _ PIT. FLUSH III - L I J L I- TS 4 4 25�COLUMN _ . . „II PROVIDE 3@u5 HORIZ.BARS CONTINUOUS IN STRIP FOOTING W/ 3-I '><II y" LVL v ON 36 36 12' DP I 10'THICK x 39-7" '• F KEYWAY. PROVIDE#5 VERT. DOWELS @ 24"O.C.HORIZ. EXTENDED _ I FLUSH III in j I CONCRETE FDOTIIAs I CONCRETE WALL ON V-6"MIN:ABOVE TOP OF FOOTING.PROVIDE 5/5"ANCHOR j - I III I IMZ �"5TD.BASE PITE 4 CONTINUOUS:20"x l0" ' II BOLTS @ 36'O.C.MAX.MIN 7"EMBEDMENT w/3'x3"xl/4'PLATE WASHER r ,x 2- ' DIA. ANC I CONCRETE FOOTING 10°THICK x 9'-10' III = BOLTS TYP.: 2.ALL STRUCTURAL STEEL COLUMNS TO BE 3 I/2'CONCRETE FILLED LALLY I CONCRETE WALL ON '�'i BM. — ————— ——— —_J PROJECT: COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE b'xb'x5/B"CAP PLATE I 2°SPACE FOR CONTINUOUS 20', m �: II II -� PKT. PROPOSED I J L LLJ�nn 2-I�fxll y".LVL STONE VENEER p t 7•x12'x3/4"BASE PLATE W/2 @3/4' DIA.BOLTS.WELD ALL CONNECTIONS I CONCRETE FOOTING III -� II Il�w FLUSH : II BM. I SCFiNEEBERGER FOOTINGS TO BE 36'x36'x12°SQUARE CONCRETE W/3 45 BARS EACH WAY. I v n e '_ + jgl_0+ PKT. ——————— —'——— —— o 3, DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. I L _ BM.-Pic _ _J I CHANGE OF \�� RESIDENCE 4.CONCRETE SLAB TO BE 4"POURED CONIC.ON COMPACTED FILL. I _ — — I HGT.LOC. PROVIDE JOINTS ALONG WALLS AND BEAM COLUMN LINES. ____________ __ ______ 56 LONGWOOD AVE. 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS �5 P.T. POSTS Fat THESE BEAMS ARE LZ REQUIRED BY CODE(WINDOWS OR MECHANICAL) z I 10°THICK x t4'-B" STAIR LANDING I �I N NEEDED IF EX15 ING HYANNISPORT,MA. H II CONCRETE WALL ON PROVIDE 3s5 R�BARS @ D. JOISTS ARE IN HIS WD p G;CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN BLUESTONE PORCH 12"O.C.VERT:IN MAIN I I DIRECTION ATE I5TING J 4'-O°MINIMUM COVER. x o CONTINUOUS 20'x10' F - FOUNDATION 1-!ALES TO TIE N WALL BUMP IN TITLE: p w_ I I CONCRETE FOOTING IN TO FR05T WAILS, TYP. 7.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. m II VERIFY AND MAINTAIN q+CONIC.SLAB ON CONNECTION WHERE POUR IS I 3-1 3 I 4'FOOTING COVERAGE 10 MIL VAPOR BETA DER NOT CONTINUOUS. I II LL* FOUNDATION B.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. a, II I BELOW GRADE I II w PLAN 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, -- > INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION > 2" SPACE FOR II I m OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. STONE VENEER SCALE:1/4"=V-0" BLUEST ONE STEP 6"x0 P.T. P05T TYP. 2'SPACE FOR 0 1 2 4 8 STONE VENEER PROJECT@: SHEET C B A 15-09 A.6 A.0 A.7 A.6 OF DATE: t 3V-7}" 4127/15 17 VERIFY w/EXISTING I 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS -1}53' " OTHERWISE NOTED, 2.ALL INTERIOR WALLS SHALL 24 0° 29 ll'° BE 2X4 @ 16"O.C.UNLESS IV-O" 6'-0° OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS B A PRIOR TO ORDERING WINDOWS. Itv� A.6 A.6 4.CONTRACTOR SHALL VERIFY. ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR _ ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT ADH2648 ADH2645 DIMENSIONS NOT BROUGHT TO �' _ ____ THE ATTENTION OF THE —� 9000 OHGD I STEPS o DESIGNER. GENERAL NOTES P I PROPOSED GARAGE 3 ENG.NOTES 3/7/16 I 2J'-0"x2J'-0' APRON 2 W.D. 2/16/16 4'-8' I'-4" STEPS 1 PRELIM REV 11/6/15 D _90_80 OHGD Q o NO. REVISION DATE _mLl 4" D COPYRGm ----------- 4'-B" ...... ...................... ......................: .............................................. NOftTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT.THESES PLANS ARE NOT TOPI D REPRODUCED / ADH2650 71$ CHANGED OR COPIED IN ANV FORM OR MANNER WHATSOEVER WITHOUT FIRST PROPOSED : OBTAINING THE EXPRESS WRITTEN ILU DECK PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. SHELF AT HGT.OF I PROPOSED FINISHED FLOOR TO I BREAKFAS = BUILDER: COVER FOUNDATIONWALL _ 20 MIN. RATED DOOR ' .. .. .,., REF TAPERED SQUARE FWGDII1065-4 COLUMNS 12"AT BASE PROPOSED TO 8"AT TOP CENTERED I - PANTRY - ON 20"SQ.BASES ,�� 266e ADP3050 0 0 s PKT Ln _ DESIGNER: m PROPoseD DN, _ NORTHSIDE , I E m w MUD RM. PKr I 4,_0. -D-T-`------------- ADW3050 L� DESIGN A.7 3 ®CUES ONE i o°°D - ASSOCIATES y THERMA-TRU 3068 2-206B I =.1,-- "'� DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 6-LITE INSUL. DOOR PROPOSEDH - 141 MAIN STREET"YARMOUTHPORT-MA 02675 OWNER TO FURNISH `� I KITCEN ADH3050 WOOD 5LIDING DOOR = LT-0'xtz-0• O IS081362-2210 (508)362-9802 CONTRACTOR TO L NORTHSIOEDESIGN.COM VERIFY R.O. FOR 3'-0' 7 SHOWER DOOR orchsl4el�mm i ILL OPENING WITH OWNER FOR THE CUSTOM 7'-4" 6'-b" 2" 2'-I�" 4,-,,. 2'-231 I REF -4-yam+— PROPOSED STRUCTURAL ENGINEER: SLIDING DOOR TO - ADH2O38 2-1660 SP 68 �. _ : I GREAT ROOM NEW PORCH TO _ _ % �' - TAYLOR COVER THE OPENING FOLLOW THE PROPOSED T� in 18'PIQT-0' N ABOVE TO THE SHOWER. EXTERIOR PERIM ERA BATH 2660 _ '�' I6' DEEP BUILT-IN - N OF EXISTING HOUSE - CAB/5HELVES FIREPLACE DESIGN LLC 2 3' 4V„ ON. THICKEN WALL GAS FIREPLACE TO ALIGN w/ HEAT 6 RIL STAMP: I KNEEWALL - :MODEL TRUE-36 - Ij ./STONE VENEER _ I w/12'd.HEARTH Z P 1 Q ADH3050 y- 1- FIR F40SED P x - DINING ROOM ADH3050.. w PROPOSED a _ 3 DEN/STUDY o D'-0 i15'-0" 12'-8"x13'-0' ]ADA3051 660 - B°50.COL.ON o PROJECT PROPOSED wADH3050 _ i 10°W.KNEEWALL ADH3050 13'-4" m '° SCHNEEBERGER o PROPOSED ADH3050 •ADH3050tlADH3050 AD113050 WALL KEY FOYER D_rRD 3Dbe ,I ", RESIDENCE O EXISTING WALLS bD NSUL. DOOR N % 56 LONGWOOD AVE. / '-'14 S.L. v /, B'-3° STONE o PROPOSED WALLS ADH3050 ADH3050 ADH3050 vENEER = HYANNISPORT,MA. a IIF0 TITLE: Z FIRST FLOOR CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS N 3 4'-4" 2 7'-0' 2 7'-0' 3 7'-O° 2 7:-O" i 4'-<° REBUILD PLAN WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE.ALL ,� �S FRONT POR H STEPS WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL COMPLY WITH T14E REQUIREMENTS OF - 3 BLUESTONE m A5TM 1`2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING a, y Ir_8° TAPERED SLRIA E AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF w -0u COLUMNS 12°A BASE A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING w TO 8'AT TOP ENTERED WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN m o 4 ON 20"50.BA "5 0 1 2 4 6 ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. REBUILD PROJECT#: SHEET STEPS NOTE: 3 7'-O' 2 7'-0° 2 7'-O' 2 7'-O' 2 7'-O' 2 17' 4' PROPOSED AREA 15-09 A.1 ALL WINDOWS ARE TO BE IBt FLOOR LIVING 1719 50.FT ANDERSEN A SERIES 2nd FLOOR LIVING 2236 SO FT. DATE: OF C B A GARAGE AREA 534 SO.FRONT PORCH AREA 293 S0 FTT 4/27/15 A.7 A,6 A.6 51DE PORCH AREA 35 50. FT. J 100, 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS 24"-p• 29'-ly° OTHERWISE NOTED. '_0° 22' p" '-0 24'-10} W-3° 2.ALL INTERIOR WALLS SHALL 4'-0" 14'10, 4'-0° BE 2X4 @ 16"O.C.UNLESS B A OTHERWISE NOTED. A.6 A.6 3.CONTRACTOR SHALL VERIFY T-0° ALL WINDOW ROUGH OPENINGS CTR.w/RIDGE PRIOR TO ORDERING WINDOWS. ADH2Og8 ADH2O�.8 b i p 4.CONTRACTOR SHALL VERIFY iWDH'FB4061-YY' ry ALL DIMENSIONS PRIOR TO av _ �k CONSTRUCTION. CONTRACTOR rADH22545 L "" '' ASSUMES RESPONSIBILITY FOR JANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO ADH284B THE ATTENTION OF THE DESIGNER. - a8R BEDROOMGENERAL NOTES ADW2648 POLA ON RIDGE ADH2845 0 3 ENO.NOTES 3/7/16 o ADH2BB4 ---- 12-4" o tv 4'-8° ' 2 W.D. 2/16/16 n D 'Ti PRELIM RE 11-15 A.7 FF ......_._..........l.._........... ...r.._........... _. .:. - -n\_. ..... ......................._...................... . ............ . .�1............. ......... .. ....._... ..m II " ru ' --�-- NO. REVISION DATE . PROPOSER NOPYRIGHi �.\ m ORTHEIDE HEREBY EXPRESSLY RESERVES 266E \ _ / // BALCONY O, - ITS COMMON LAW COPYRIGHT.THESES PKT. - PLANSARENOTTO BE REPRODUCED /P 7'-4' \ p CHANGED OR COPIED IN ANY FORM OR O m OBTAINNGTHE MANN SE PRESS WRITTEN R� -O" PERMISSION AND CONSENT OF NORTHEIDE FWG p68 -O V DESIGN ASSOCIATES. 2668 z'L2o - 7'8• iR 4�-0• I � BUILDER: c PROPOSED I - ADH2640 A0142640 ADH 84 DH2O48 MASTER BATH e z� in ADH3048 m o 2668 m 2-166 _ m T ... 266 OPROPOSED E 1 PROPOSED BATH A = - LAUND. DESIGNER: o 2668 6'-I" 2'-5y" 2'_4u II'-qY" ---- NORTHSIDE m a � 0 :Z �° I DESIGN ADH3040 ASSOCIATES I � - - 256B DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN ADH2O48 141 MAIN STREET'YAflMOUTHPORT•MA 02673 N HALL zb�B 2668 5'-p° c ( )36 NORTHSIOEDESIGN.COM362-9802 308 N. " ° orc":Na�TomT°.LRee - 2668 (spy' 2668 ADH21148 m ^ _ T� _ Ib'-B3/° cv A11142O11 - STRUCTURAL ENGINEER: 2668 ADW2O45 w TAYLOR BATH s 2668 L DESIGN LLC J3 PROPOSED P m — BEDROOM#4 STAMP: 2668 HAL PROPOSED ADH28413 a BEDROOM#3 PROPOSED BEDROOM#2 = A H H 04B D 2840,"D 2 m /z•B•Xle•a• �i PROJECT: q PROPOSED o -il ADH2648 SCHNEEBERGER WALL KEY O - 2'-4° - 5-O° 333"' 2'B• II' p• ADH2848 RESIDENCE ' - 56 LONGWOOD AVE. ADH2648 PROPOSED WALLS 0 'I � r � HYANNISPORT,MA. I I O / - NOTE. TITLE CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS o 2668 2668 SECOND FLOOR WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE.ALL - '^ a WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL Q PLAN COMPLY WITH THE REQUIREMENTS OF AD H284B ADH2O4� ADH2B4B ADH2�48 ASTM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF SCALE:II4"=1'-0" O — o A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING = = WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4'-0• 5'-0' S'-0° 4'-O. 0 1 2 4 8 3 4'_O' t 28'-7y° 3 W-O" 3 36'-7y1 Ib' 6° PROJECT#: SHEET VERIFY w/EXI5TIN NOTE, C B A 15-09 Ll.L ALL WINDOWS ARE TO BE A,7 A,6 A.6 !�\ ANDERSEN A SERIES OF DATE: 4/27/15 17 t 53'-I}" VERIFY w/EXISTING 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS B A OTHERWISE NOTED. A.6 A.6 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO o � THE ATTENTION OF THE DESIGNER. .. .. ._ .. GENERAL NOTES 0 p " ' o� D 3/7/16 .,.-........._.... ....................... ......................................................................I.. ^$. ....................:........... ........... ...... A.7 2 N W.D. 2/16/16 A.7 ,''i� _____ E S 1 PRELIM REV 1116/15 �'.. NO. REVISION DATE B-APW20110 COPYRIGHT 7'-0° NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT.THESES PLANS ARE NOT REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST DETAINING THE EXPRESSS WRITTEN PERMISSION AND CONSENT OF NORTHSIOE T————--— DESIGN ASSOCIATES, I I BUILDER: I I 1 12'-33/' 12'_0' I'-IOy' 16'-IjY' m cr IN n A.7 I ALL 43'-4''WALL DESIGNER: 4-A 420 *4- WALL ,Rf tV t4'WALL _ - NORTHSIDE A2 j i n � i ACCESS �i DESIGN j ATTIC -------' ti AAN2020 ASSOCIATES I POST DOWN DISTINCTIVE RESIDENTIAL B COMMERCIAL DESIGN i '------------- — I• FROn RIDGE --J_\---------i---------AAN2030 m �j 141 MAIN STREET'VARMOUTHPORT'MA 03675 V *6'r0 PEAK Uo N 1508)362-2210 I5081362-9802 ON. NORTHSIDEDESIGN.COM ADH2O48 j AAN2020 ? northsleel�cam .net ...... L____ _ 3 II POST DOWN m 34 STRUCTURAL ENGINEER: ADH2848 FROM RIDGE .. ....... �. i ��i� " TAYLOR Q 20'CEG S3'-4";WALL OATTIC - AAN2020 DESIGN LLC ------------- ------------------------ - --_ ----- w A014204B STAMP: I I I m L__________ a K I I I I I 4- 420 � / PROJECT' p t4'WALL _ /t4'WALL b PROPOSED SCHNEEBERGER :6'-B'W LL =�D�QRM RESIDENCE WALL KEY C o 56 LONGWOOD AVE. 12'-3'yi' 12'_0' 12'_3�. 16'b' _ PROPOSED WALLS o - HYANNISPORT,MA. 14. o - m TITLE: NOTE' ATTIC CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE.ALL WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL PLAN COMPLY WITH THE REQUIREMENTS OF A5TM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALL BE POSITIONED TO PROHIBIT THE FREE PA55AGE OF SCALE:1/4"= A DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING I WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. U 1 2 4 6 C B A NOTE' A.7 A.6 III#: SHEET ALL WINDOWS ARE TO BE /� ANDERSEN A SERIES 15-09 A.3 .1.3 OF DATE: 4127/15 17 I 1.ALL EXTERIOR WALLS SHALL BE 2X6 Q 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 12 VERIFY ROOF PITCHES 3 12 12 2. BE 2X4 @ 16"O.C.UNLESS 7� OF OCTAGONAL ROOF OTHERWISE NOTED. TO ALIGN w/7:12 PITCH 3.CONTRACTOR SHALL VERIFY VERIFY OH TO ALIGN ALL WINDOW ROUGH OPENINGS GAMBREL ROOF PLANE PRIOR TO ORDERING WINDOWS. ® ® w/OCTAGONAL ROOF .PLANE 4.CONTRACTOR SHALL VERIFY DH2O4 12 'v ALL DIMENSIONS PRIOR TO �7 y CONSTRUCTION.CONTRACTOR 12 2 ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT 7� 7 11 DIMENSIONS NOT BROUGHT TO _,Aj- F—- -UP-FLOOR THE ATTENTION OF THE 1 DESIGNER. 8 GENERAL NOTES DH2114 DH2O4 DW20 DW304 DH2O4 PH2O4 12 3 ENG.NOTES 3/7/16 22 PROPOSED SECOND FLOOR 2 W.D. 2/16/16 (SUB FLOOR) 1 PRELIM REV 11/6/15 NO. REVISION DATE ® ORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT.THESES PLANSARENOT PIS REPRODUCED CHANGED OR COPIED IN ANY FORM OR FFT IT MANNER WHATSOEVER E HOUTFIRST DN3 RETAINING THEE%PRESS WRITTEN - PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. EXISTING FINISHED FIRST FLOOR B UILDER. GARAGE SLAB _ \ 1 NEW PORCH TO STONE VENEER STEPS j 7 I I FOLLOW THE B"PILASTER Xi••9•-if--ii o EXTERIOR PERIMETER CONTRACTOR SHALL L OF EXISTING HOUSE I" __�J MAINTAIN 40°MINIMUM ` LEFT ELEVATION FOOTING COVERAGE L DESIGNER: ti TAPERED SQUARE NORTHSIDE COLUMNS 12"AT BASE iiI I TO 0"AT TOP CENTERED DESIGN L� ASSOCIATES ON 20"50.BASES CONTINUOUS RIDGE VENT DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT-MA 02675 ASPHALT ROOF SHINGLE sD 2-9802 NORTHSIOEOESIGN.COM STRUCTURAL ENGINEER: L6,, IIII ,,JJ L6,, IIII ,,JJ TAYLOR a DESIGN LLC VERIFY ROOF PITCHES OF OCTAGONAL ROOF TO ALIGN w/7:12 PITCH STAMP: V ALUM.GUTTER It,FRIEZE W.C.SHINGLES D14254 DW2O4 DH254a PHI DI-12845 DW284 Ix0 RAKE TRIM I I I it 11 1 1 1 1 1 1 1 1 1 1 1 1 PROJECT: PROPOSED Ix3 RAKE TRIM (5 BPOFB�RjE COND.FLOOR _,_ _ _ 7 12 _ SCRES DENCEER 0" PILASTER 56 LONGWOOD AVE. BED MOULDING HYANNISPORT,MA. Ix4 WINDOW/DOOR CASING ® ® ® ® TITLE: DH3 DN305I 1 DH305 DH DH305 DH DH305 DH305d ELEVATIONS _ ❑ _ u 2" R.C.SILL - - EXISTING FINISHED FIRST FLOOR - _ _ _ SCALE:1/4"=1'-0" STONE VENEER — — — — _ 0 1 2 4 6 TAPERED SQUARE STONE VENEER STEPS STONE VENEER AT COL.BASES PROJECT#: SHEET COLUMNS 12"AT BASETO ° ON 20"A CENTERED 15-09 SQ.BASES FRONT ELEVATION DATE: OF 4/27/15 17 1.ALL EXTERIOR WALLS SHALL OTHERWISE NOTED. 2-ALL INTERIOR WALLS SHALL OTHERWISE /.fin._ • NOTED, • O SHALL VERIFY _ � �r> nlnnrn, �m■r►..■fni� stinunnn■lo `ten■■.., /-\ • . niimv it ■u■■■■n� v!■nn■._� _ n■fiuunn'' riN��■omtrN �rnMt■nn__ _ PRIOR TO ORDERING 4.CONTRACTOR SHALL VERIFY i■nnn■Iv .Gn■.�tll!a Itnnmu .ttn■nn�t� nnm■n■y .■nun nnny �1!■1�■■ ■11■■Ir rit■tOe■1 MOO• A■■1�, 1■■n ■■ !! ■■ n11r' rt■■nnunn .ar rinnn■1. ��n� ■�■ !I! ■■ mninli�■nn--_- ---.iii1■v' nu■Yi +■wii■.� •• DIMENSIONSLL • •- ��/„.iinmm■n'"i�■:�■ry �e1■ p'■ n■... mmi■■mti■■tulANY MISSING OR INCORRECT .■I��t�■■It�1�� w ■■mn1 �lI IL�I■■■t■1■ •t■IIMIn1■tn■tl■Ilrl . , _• ZL����i1m■IIl■ III■ JIB ununi -�nnnnnum.-' nu■Wtn■..... uun■u Innut■1 OF THE a■' ItnIN■■1■■t■ntV I■Im■■Ott■t■■■It■1■■■It■u■nnt■■nn. `` - -•• nnlnnnlNty� n■m■n■lu■■un■■nnu■■mn■■mIn �i��••r n■■■■eu■ - nn■mmnnm■■■nnonnn■nnn■n. 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I II�II i1■1■■■tl■1■■■11■1■■■tl■1■■■11■1■■■II■1■■■Ila■■■11■1■■■Ila■■■It■1■■ v -- I . —1■■■t■■■■Mt■II■■■1■11■■■t■11■■a■IIO■■tMtn■■1■11■■■1■11■■■1■11■■■1�� ;���� �ih��r I I:I:: I:I: I:hh,I:I I:I:I:rrla�ll hlCrlaaa�l:rrh [ hIIIIrla I— IOIOIC�- OF 1 CONTINUOUS RIDGE VENT / 1.ALL EXTERIOR WALLS SHALL 2.5 COLLAR / 2-1 4;1'X14'LVL BE 2X6 @ 16"O.C.UNLESS TIE 16'O.C. RIDGE OTHERWISE NOTED. E 2.ALL INTERIOR WALLS SHALL POST ----- ----- ON. BEYOND. A.10 BE 2X4 @ 16"O.C.UNLESS 2.12 RAFTERS OTHERWISE NOTED. ASPHALT ROOF SHINGLES 2x12 RAFTERS n 16°D.C. 16'O.C. 2.12 HDR AT 3.CONTRACTOR SHALL VERIFY B/B'COX SHEATHING GAMBREL BREAK ALL WINDOW ROUGH OPENINGS I6><BUILDING PAPER BEYOND PRIOR TO ORDERING WINDOWS. INSULATION PER CODE ATTIC 2x10 RAFTERS '4'.CONTRACTOR SHALL VERIFY - I6°O.C. ALL DIMENSIONS PRIOR TO BEY RAFTERS BEYOND CONSTRUCTION. CONTRACTOR I6"O.C. - ASSUMES RESPONSIBILITY FOR 2 5BEYOND xe CEILING JOISTS CEILING �� ANY MISSING OR INCORRECT JOISTS 16°O.G. ___- �-- �� - - - ___ JOISTS Ib"O.G. - DIMENSIONS NOT BROUGHT TO IX FASCIA W/ RAFTER VENT - /�" `I ' 3-I 4�zll "LVL � THE ATTENTION OF THE ALUMINUM GUTTER 3-1�'/II Y'LVL HALL HEADER FLUSH ` `� DESIGNER. HE/iDER FLUSH 2,12 FLOOR COR-A-VENT STRIP VEN i JOISTS 16"O.C. 2X6@ 6 O.C. IX SOFFIT GENERAL NOTES INSULATION PER CODE 1/2"CDX.SHEATHING IX FRIEZE 1ALIND. 8 w BEDROOM#3 I/2°GWB / V) VAPOR BARRIER R A.8 0 ` T7VEK HOUSEWRAP j U TtG PLYWOOD 5UB-FLOOR 51DING(SEE ELEVS.) II GLUED AND NAILED, TYP / '.6'TJI FLOOR II 36"TJI FLOOR ` \ JOISTS Ib'O.C. JOISTS 16.O.C. - _ _ _ _ 3 ENG.NOTES 3/7/16 i .PROPOSED SECOND FLOOR 3"I$M4�Y6 T>4N54'bL �� (5UB FLOOR) 2 W.D. 2/16116 ROOF DECK FRAMED 3-1 314"HEADER ERI FLUSH LVL w/2X0 16'ED RO BREA FA T- -1 �xn >�' LVL D NING ROO 2nd FLOOR w/ 1 PRELIM REV 11/6115 TAPERED ROOFING PANELS FLUSH 1 /1/5'PER FT.SLOPE 4 SLEEPERS ABOVE - 11011 DOWN NO. REVISION DATE FALSE BEAM RIM JOIST EXISTING I covvalcHT W ALLS TO NORTHSIOE HEREBY EXPRESSLYRESERVES 2%b P.T SILL REMAIN AS STONE VENEER ITS CS ARE NOT TTOBEAW REPRO UCESES W/SILL SEALER - POSSIBLE PIANSADORC PIED REPRODUCED MO CHANGEDORCOPIED IN MY FORM S PROVIDE CEMENT BD. OBTAINING IINGTHE EXPREOEVERSS WrtRITTENRST 1 WHERE CONCRETE l OBTAINING THE E%PRESS WRITTEN CUT E%IS ING FLOOR GAINST WOOD PERMISSION AND CONSENT OF NORTHSIDE KITCHEN gLIGN FLOORS I JOISTS AS NEEDED AND DESIGN ASSOCIATES. _ HANG FROM NEW BEAMS _ _ _ _ EXISTING FINISHED FIRST FLOOR 2x 10 P.T. DEC _ BUILDER: JOISTS 16'O.C. 2.12 FLOOR 2X12 FLOOR 12X26 2-2z12 P.T. JOISTS 16• .G. JOISTS 16'O.C. STEEL BEAM HDR. FLUSH - 6"xb' P.T. m POST TYP. 12X26STEEL EXISTING FLOOR STEEL BEAM JOIST TO REMAIN a FLUSH WHERE POSSIBLE 2-I 44'xll LVL 'l VERIFY SIZE AND FLUSH BEYOND 10°THICK x t4'-B" � DIRECTION THESE BEAMS ARE ;� CONCRETE WALL ON ,4.8 BASEMENT NEEDED IF EXISTING ° CONTINUOUS 20'x10' ` 2 JOISTS ARE IN THIS CONCRETE FOOTING DIRECTION AT EXISTING VERIFY AND MAINTAIN DESIGNER: A.9 WALL BUMP IN 4'FOOTING COVERAGE / RIDGE°x 14' LVL NORTHSIDE BELOW DE 10'THICK X 9'-10" BASEMENT SLAB / 2x12 HDR AT DESIGN .. .. ___ _ CONCRETE WALL ON—' '—'—'—" GAMBREL BREAK 2x10 P.T.LEDGER ' I CONTINUOUS 20'Ix10" BEYOND ---- --� ASSOCIATES w/2)%' DIA. CONCRETE FOOTING - AL DESIGN BOLTS 16'O.C. 10'THICK x -'-7° / 4°CONC.SLAB 2x10 RAFTERS \_ 16 RAFTERS 1141DIST(MAIN STRENCTIVE SET'E YAflMOl1THPORTNTIAL R•IMA 026'/S CONCRETE WALL ON TS 4'x4'x.25°COLUMN ® 16'O.C. PROVIDE 10° DIAM.SONOTUBE Ib"O.C. CONTINUOUS 20'x10" ON 36'x36°x 12° DP. - (50R1362-2210 150R1362-9R02 W/BIGFOOT FOOTING(BF2B) BEYOND 2x8 CEILING FOR COLUMN SUPPORT ABOVE CONCRETE FOOTING CONCRETE FOOTING °COMPACTED FILL ATTIC 2-2x 215T5 16'O.G. NORTHSIDEDESIGN.COM m 46"STD.BASE PLATE t � io'C DIA.ANCHOR W6X6 W2.9XW2.9 TOP 1/3 OF SLAB noHhsNJel@comcat t BOLTS TYP. SECTION 3-2x10 HDR. 2-2xI2 2XI2 FLOOR STRUCTURAL ENGINEER: BTYP. U.N.O. %/ ;' o N JOISTS 12"°' \\\ TAYLOR DESIGN LLC T6G PLYWOOD 5UB-FLOOR GLUED AND NAILED, TYP STAMP: BEDROOM#4 1 36'TJI FLOOR JOIST5 16'O.C. _._,_._,_,_, PROPOSED FLOOR F ,... - (5UB LOOR) 3-1 4fzll ',6" LV _ 3-I 'xll'.6' LVL - FLVSH 3-2z10 HDR. HEADER TYP. U.N.O. PROJECT: PROPOSED ,. ® �-m' SCHNEEBERGER ii RESIDENCE T<G PLYWOOD SUB FLOOR _ t — A� — 56 LONGWOOD AVE. O P.T. DECK GREAT ROM /GLUED AND NAILED TYP I\ EXISTING FINISHED FIRST FLOO HYANNISPORT,MA. =.I OISTS 16'O.C. STONE VENEER TITLE: 2XI2 FLOOR ELEVATIONS 2-2x12 P.T. JOISTS 12'O.C. HDR, z10 P.T. LEDGER ." 6'X6'P.T. PROVIDE CEMENT BD. 3 POST TYP./ \ LTS 16°O.G. FOR SUBSTRATE VENEER • ILLU A.9 Q a BASEMENT SCALE:1/4"=V-0" / m 10"THICK x 391-7" CONCRETE WALL ON 0 1 2 4 8 CONTINUOUS 20NIO" CONCRETE FOOTING PROJECT III: SHEET _BASEMENT SLAB_ ,E �Tl 15-09 A.6 A SECTION DATE: OF 4/27/15 17 2xB COLLAR 2-1%'.14"LVL TIE 16'O.C. RIDGE 2x10 RAFTERS ---------- '� \\� ---------- 200 RAFTERS 1.ALL EX WALLS SHALL I6°O.C. -- ---- 10 O.C. BE 2X6 OTHERWISE UNLESS 16"O.C.O.CISE NOTED. 3-2XB HDR. TYP.AT SHED 2.ALL INTERIOR WALLS SHALL BE 2X4 16"O.C.UNLESS DORMER \ 2 6 WALL ABOVE OTHERWISE NOTED. FOUNDATION WALL TO P 2x12 FLOOR q SUPPORT EXISTING %"XII Y/'LVL °� _ 2x12 RAFTERS FLOOR JOISTS 3.CONTRACTOR SHALL VERIFY HEADER FLUSH JOISTS I6'O.C. ,q Ib"O.C. A FIELD VERIFY TOTAL ALL WINDOW ROUGH OPENINGS 2u12 RAFTERS 2-1 �"x11 ;¢"LVL A to HGT.w/SIZE t DIRECTION PRIOR TO ORDERING WINDOWS. I6"O.C. FLUSH 4MUDRM OF EXISTING JOISTS q,CONTRACTOR SHALL VERIFY I�'�'x I4"LVL ATTIC T I XB CEILING GARAGEEXISTING FINISHED FIRST FLOOR VALLEY 1t JOISTS Ib"O.C. 'N1fR ALL DIMENSIONS PRIOR TO BEYOND �Q ---- \ CONSTRUCTION. CONTRACTOR 3 12 3-I °ull 3 1 ASSUMES RESPONSIBILITY FOR ---- 2u 12 FLOOR f' LVL 1 TOP OF SUB FLOOR AT ENTRY JOISTS 16"O.0 HEADER FLUSH / A.8 GARAGE SLAB _ — — ANV MISSING OR INCORRECT ID TOP OF SLAB ATENTRY DIMENSIONS NOT BROUGHT TO GTHE ATTENTION OF THE BEDRM.3 A.10 2u6 P.T. SLEEPERS DESIGNER. ON THE FLAT ON 4M.BEDRM.HALL m HALL B HALL w.1.c. w0/2.5 JOSTSCRETE A16"O.C. CAVITY vLAnoN - - GENERAL NOTES II 7,6'TJI FLOOR < ILJI .JOISTS 16"O.C. a 11 TJI FLOOR I JOISTS Ib"O.C. 3-1 9141. %'LVL _ _ _ _ PROPOSED SECOND FLOOR Is FLU5H (SUB FLOOR) BASEMENT SLAB 4 2-1�"x11 Th" LVL 3-1 95°x 11 LI' ww 3 ENG.NOTES 3/7/16 3-1 %'x I1 U."LVL 13 HEADER FLUSH / FLUSH I] FLUSH 2nd FLOOR SPLAT II 2 W.D. 2/16/16 Io BOX DOWN FALSE BEAM SECTION 1 PRELIM REV 1116/15 EXISTING HALL ELLS TO NO. REVISION DATE Fj ` B REMAIN AS POSSIBLE COPYRIGHT A,S , PROVIDE CEMENT BD. NORTHSIOE HEREBY EXPRESSLY RESERVES EXISTING FLOOR 3 WHERE CONCRETE 15 ITS COMMON LAW COPYRIGHT,THESES Jo' TO REMAI AGAINST WOOD CHANGED OROT TO CDPIEDEIN ANY FORM OR DUCED JOISTS 1166R O.C. KITCHEN �\ HERE POSSIBLE FOYER MANNER WHATSOEVER WITHOUT FIRST Ic VERIFY SIZE AND _____ \ _ _ _ — EXISTING FINISHED FIRST FLOOR OBTAINING THE EXPRESSWRITTEN Is-D7RECTIaa------ —.—.—.—. — PERMISSION AND CONSENT OF NORTHSIDE _ OESIGN ASSOCIATES. 12X2STEEL 6 I3 xll Y.'LVL FLUSH BEAM \ Ia FLUSH \ / 15 BUILDER: GUT EXISTING FLOOR p m A.Cl 12X26 Fff JOISTS AT STAIRS AND _ STEEL BEAM HANG FROM NEW BEAM5 FLUSH 10'THICK x 34'-e° CONCRETE WALL ON BASEMENT CONTINUOUS 20 2.10 HIP �,Tl 4'x4°x.25°COLUMN CONCRETE FOOTING RAFTER ON 36°x36'x12' DP. VERIFY AND MAINTAIN CONCRETE FOOTING 3 4'FOOTING COVERAGE I� TYP. %"5TD.BASE PLATE t BELOW 7 GRADE 2x0 16°O.C. 2-4,° DIA.ANCHOR DESIGNER: q BOLTS TYP. \ 10'THICK u W'-10' B AB ASEMENT SL _-_ .--- _ \� - CONCRETE WALL ON -.—.—.—. .—. .—.—.—.—. — -- - NORTI'ISIDE CONTINUOUS 20"v10" 1001 / 1\ CONCRETE FOOTING DESIGN TRUSS A / SECTION ` 10 VERIFY ROOF PITCHES ---. ASSOCIATES OF OCTAGONAL ROOF A q TO ALIGN /7 12 PITCH 6'O.C. -I� AL DESIGN A"ull i5°LVL 2u10 RAFTERS 2x10 RAFTERS oat mAINVSTREEIDE RESIDENTIAL NPORT'1MA 03111 IDGE G"O.C. 12 2-2x10 FLUSH 3-I "ull Y." LVL ADJUST OH TO ALIGN 4� TO CARRY CLG HEADER FLUSH 1- °x 4" LVL (5081363-zxlo (5081363980z Qq VALLEY NORTHSIDEDESIGN.COM SOFFITS WITH GAMBRELL JOISTS DORMERS ' i' 1. ` 2u10 RAFTERS BEYOND ---- �� 2uB CEILING I6°O.C. --- � � 2x8 CEILING om JOISTS 16'O.C. Rorc aI e c casc.Rec ` 2-I °x9 y' LVL _ JOISTS Ib°O.C. 3YP. HDR. LJL� II POST 1 1 // TYP. U.N.O. _ / ON.BEYOND�� ` 12 12 PLYWOOD 2x0 CEILING F STRUCTURAL ENGINEER: F\ 7� Q7 EACH SIDE Q TAYLOR JOISTS I6'O.C. PLYWOOD m ? EACH SIDE 2.12 HIPRAFTERS w mz DESIGN LLC STAMP: I u 11 a�� 12 - 2-1 �'x7 Y' LVL fn A 1 2 O I- EACH SIDE Q 12 M.BATH II W.I.C. LL`, 12 D I TRU55 A 11 _ _ _ _ PROPOSED SECOND FLOOR _ _PROPOSED SECOND FLOOR ._ (SUB FLOOR _ 12 II?b'TJI FLOOR. 7SVB FLOOR _ OISTS 16-O.G. BETWEEN FLR, 1 W12XBS DBL BLOCKING 3475� - . II%'TJI FLOOR JOISTS BELOW STEEL BEAM JOISTS Ib°O,C. 3-1 "xA E LVL DORMER WALL � \ II DROPPED II ' P.T.HEADER \ 3-1%'.Il 7V LVL CO j� 4"x4°X.25° \� /� PROJECT PROPOSED 1 /CONTINUOUS HDR. COLUMN BEYOND 11 = 6 0 o SCHNEEBERGER ADo / A.eGA — = m EXISTING FLOOR RESIDENCE JOIST TO REMAIN w PROVIDE CEMENT BD. 1 WHERE POSSIBLE 56 LONGWOOD AVE. 14 WHERE CONCRETE IS VERIFY SIZE AND 6 LO N WO D MA.AGAINST WOOD DIRECTION EXISTING FINISHED FIRST FLOOR 1-6— 00 A. VE PITCH I/B"PER FOOT ---- FOUNDATION2.6 WALL WALL TO TITLE / \ TOWARDS DOORS 11 - SUPPORT EXISTING ELEVATIONS 2-2x12 P.T. BLUESTONE STEP 11 21 10 P.T.DEC HDR. FLOOR JOISTS v JOISTS I6°O.C. FIELD VERIFY TOTAL _ HGT.w/SIZE t DIRECTION 4'CONC.SLAB ON OF EXISTING JOISTS m 10'THICK x 6'-4' o 10 MIL VAPOR RETARDER CONCRETE WALL ON xr - CONTINUOUS 20°x10' I I I Z SCALE:1/4"=1'-0" CONCRETE FOOTING o I I W VERIFY AND MAINTAIN 6'ub"P.T. 4'FOOTING COVERAGE I I I P05T TYP. 2 0 1 2 4 6 BELOW GRADE I I W LJ-------------------------______ --- r=y ... .. -� C THICK x WLL .. Q PROJECT#: SHEET ----- ------ CONCRETE WALL ON m BASEMENT SLAB CONTINUOUS 20'x10" — —'—'—'—'—'—'—'—'— — CONCRETE FOOTING 15-09 . PROVIDE 10" DIAM.SONOTUBE W/BIGFOOT FOOTING(BF28) DATE: OF p SECTION FOR COLUMN SUPPORT ABOVE r SECTION 4/27/15 C 17 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS RIDGE VENT OTHERWISE NOTED. ASPHALT ROOF SHINGLES I ROLL VENT MATCH EX15TING 2.ALL INTERIOR WALLS SHALL 11 SIDING SEE ELEVATION �j e"CDX SHEATHING BE2X4 OTHERWISE NOTED, 16"O.C.UNLESS i RIDGE BOARD INSULATION PER CODE "TYVEK"HOUSEWRAP (STRUCTURAL SIZEr'' MAY VARY) i 3.CONTRACTOR SHALL VERIFY I Y""GWB /SKIM COAT PLASTER ALL WINDOW ROUGH OPENINGS °CDX PLYWOOD N II ON Ix STRAPPING P 16"O.C. PRIOR TO ORDERING WINDOWS. y TYPICAL ROOF NOTES 2xb @ Ib°O.C. / I^I SEE DETAIL 2 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO I 15a FELT PAPER ICE AND WATER BARRIER MEMBRANE CONSTRUCTION.CONTRACTOR Br CDX PLYWOOD CARRY UP 3'-0° FROM EAVE O INSULATION PER CODE 5/ W'x c' ASSUMES RESPONSIBILITY FOR RAFTER VENT P ANY MISSING OR INCORRECT WHERE INSUL. - AL. DRIP EDGE DIMENSIONS NOT BROUGHT TO 6 MIL.POLY VAPOR BARRIER I1 \,��'/�`�) OVER ICE t WATER BARRIER - ?� THE ATTENTION OF THE • INSULATIO {" Q4�' yFf�'P DESIGNER. \ JJJ °G.W.B. PER CODE 2 l T x10 RAFTERS ASPHALT ROOF SHINGLES \+A - ��\ J ALUMIN.GUTTER \+\O GENERAL NOTES CORA-VENT STRIP VENT \+'O BED MOLDING LCC PAN/SHELF.PTD. 2 TYPICAL RIDGE VENT DETAIL IX FRIEZE 3 ENG.NOTES 3!7/16 SCALE 1-1/2" = 1'-0" SIDING I 2 W.D. 2/16/16 TYPICAL NALL DETAIL SCALE 1-1/2" = 1'-0" TYP. WALL ALUM.GUTTER i PRELIM REV 11/6/15 xe PTD. NO. REVISION DATE TYPICAL EAVE DETAIL GGPYRIGHT NORTH SIDE HEREBY EXPRESSLY RESERVES SCALE I-I/2" = I'-O" ITS COMMON LAW COPYRIGHT.THESES HOL C D TOP OF JOISTPLANS ARE 1/0" ABOVE TOP OF ANGED OR TToe P u BEAM ® H COPIED IN ANY FORM OR ER WHATSOEVER WITHOUT FIRST OBTAINNNING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIOE FACE MOUNT HANGER DESIGN ASSOCIATES. ® ® BUILDER: BEAM SIZES VARY PAD BEAM ® �A�TYPICAL RAKE CORNICE I i SCALE 1-1/2" = I'-0" I I DESIGNER: NORTHSIDE DESIGN ASSOCIATES BOLT 2X PADDING THROUGH STEEL BEAM W/ I/2" DIAM A32S DISTINRIVE PESIDENTIALB COMMERCIAL DESIGN BOLTS @ 2'-0" O.C. HORIZ. 141 MAIN STREET'YARMOUTHPORT•MA 02675 STAGGERED TOP It BOTTOM (508)362-2210 (508)362 9802 NORTHSIDEDBIGN.COM FLOOR JOIST :2x RAFTERS TYPICAL ROOF "orcnaae2@c"m 6" O.G. NOTES of STRUCTURAL ENGINEER: FLOOR JOIST TAYLOR I J ` JOIST TO STL. E3N. CONNECTION DESIGN LLC SCALE 1-1/2" = 1'-0" / 3%' CROWN MOLDING CARRY MEMBRANE TO I_ 2.5 BOLTED WWHERE NO FDOOORR. IB'uP, �R - STAMP: j- STRIP VENT TO FLANGE DECKING Ix TRIM 3/4'PLYWD.SUBFLOOR SLEEPERS ® EPDM ADHERED FINISH FLOOR ROOFING MEMBRANE WINDOW TAPERED ROOFING PANELS ® / I/0° PER FT. SLOPE - t SLEEPERS ABOVE PROJECT: FOR ROOF DECK BEVELED PROPOSED 3/4'PLYWOOD SILL OVER _CROWN SCHNEEBERGER BEAM SIZES VARY BEAM SIZES VARY �� � BEAM SIZES VARY _ RESIDENCE 56 LONGWOOD AVE. 3/,' CROWN MOLDING 11 l/W TJI Ix10 TRIM HYANNISPORT,MA. THRU-BOLTED E2x4 WALL 16" O.G. 2.5 DECK TITLE WELD EACH =;2 r. JOISTS 16r D.C. I� BUILDING BRACKET T TO BM. ° �° DETAILS it "TYVEK" HOUSEWRAP IN FIRE RATED STL.D BM. LVL BEAM LI/2" CDX PLYWOOD SCALE:1l4"=l'-0" SHEETROCK METAL FRAMING HANGER p ISIDING SEE ELEVATION 2xB BOLTED °GWBIx /SKIM COAT PLASTER 2x5 P.T. LEDGER ON STRAPPING P 16'O.C. !I 0 1 2 4 8 TO FLANGE STEEL "L" BRACKET EACH SIDE w/2-5/e' DIA. CONNECTIONS PER A15C LAG BOLTS 16'O.C. GARAGE &_�� PROJECT#: SHEET OF DECK �� CUPOLA TRII I DETAIL I. CONNECTION SCALE 1-1/2" = 1'-0" 15-09A.8 E -I/2"• I'-Or DATE: OF 4/27/15 17 1.ALL EXTERIOR WALLS SHALL STRUCTURAL PIPE COLUMN OR: BE 2X6 @ 16"O.C.UNLESS 3 1/2" CONIC. FILLED STL. COL. OTHERWISE NOTED. BITUMINOUS JOINT FILLER, 4" CONCRETE SLAB TOP OFF W/ FLEXIBLE 2.ALL INTERIOR WALLS SHALL JOINT SE LANT BE 2X4 @ 16"O.C.UNLESS 6 MIL. POLY VAPOR RETARDE SIKAFLEX IA' OTHERWISE NOTED. CONCRETE FOOTING 3.CONTRACTOR SHALL VERIFY DO NOT BACKFILL WALL ALL WINDOW ROUGH OPENINGS UNTIL CONCRETE HAS , BIT.JT.FILLER, BASE PLATE PRIOR TO ORDERING WINDOWS. ATTAINED 7 DAY STRENGTH TOP OFF W/FLEXIBLE WGXG W2.9XW2.9, TOP I AND BOTH TOP 4 BOTTOM JOINT SEALANT 'TYVEK'HOU5EWRAP I OF SLAB 4.CONTRACTOR SHALL VERIFY OF WALL ARE PROPERLY COX PLYWOOD SERCURED. z" ALL DIMENSIONS PRIOR TO _ ., I v . [ 6X6 W2.9%W2.9 TOP 1/5 CONSTRUCTION. CONTRACTOR =I I I-I I I I I OF SLAB 2.6 @ 16"O.C. I ° ASSUMES RESPONSIBILITY FOR 20 a5 REBARS,CONY. -IIII e " 4'CONIC.SLAB - T —T-—— —'—'_-t T INSULATION ° ° ANY MISSING OR INCORRECT TOP 4 BOTTOM PER CODE ° DIMENSIONS NOT BROUGHT TO -IIII IIII N I THE ATTENTION OF THE CARR7 DAMPROOFING -IIII III - I" FILL OMPACTED a 4 6 MIL. POLY VAPOR BARRIER \ /I DESIGNER. OVER TOP OF / ..1 3 P its REBARS _ EACH WAYS (TltPICAL) FOOTING -IIII' I. '"G W B. \ d p GENERAL NOTES d O 2%4 KEYWAY - � �°TtG PLYWD. SVBFLOOR �!/�//\/\!/\!/ —————_ ______� I. GLUE t NAIL TO JOISTS \\/\\j/\ ———_—a—— nu g 0 11 1/v�<vv 3®a5 REBARS,CONT. SIDING SEE ELEVATION I I I L. 3 ENG.NOTES 3/7/16 IIII — RIM JOIST OR DEL. PERIMETER �\��y/ 2 W.D. 2116/16 $°CDX P.T.PLYWD. T/,� IIII=IIII II-IIII=IIII= IIII-III-II II=IIII=IIII= /;/�/v >/�! /�; Tti�vv�<vivyv vivv�Jii; �;v, BOTTOM 6" 1 .PRELIM REV 11/6/15 III—IIII=IIII=IIII—IIII=IIII_IIII=IIII—IIII=IIII: 2,12 FLOOR JOISTS '7 I� 3�� — — 2.6 P.T.SILL I I SEE PLAN FOR SPACING h,11N. I„11 NO. REVISION DATE 10. 3i_0e SILL SEALER I. I COPYRIGHT [.EaoT NORTHSIDE HEREBY EXPRESSLY RESERVES Ewa 9 5/B"ANCHOR BOLTS @ 36°O.G. PLANS ARE ITS CO ONOT TO EPRE REPRODUCED MIN.7"EMBEDMENT CHANGED OR COPIED IN ANY FORM OR w/3'x3'x1/4'PLATE WASHER e1 MANNER wNATSOEVER wpHOUT FIgST OBTAINING THE EXPRESS WRITTEN TYPICAL SLAB I FOOTING FILL t TAMP 5'OUT FOR ° PERMISSION ANOCONSENTOF NORTHSIDE V I'/FT. SLOPES PROVIDE 11 � I� D.SIGNAssOCUTES. SCALE I-I/2' I2'BED OF %' STONE 1v1 BUILDER: WHERE NO GUTTERS = °- I�_d U2CO CA 1 IN1/2FOOOTI FOOTING DETAIL 8 2 @ a5 REBARS CENT. - I 4 AROUND ALL OPENINGS I DAMPROOFING ' � I I 1 DESIGNER: lnE TYPICAL SILL DETAIL --- -- -- DESIGN DESIGN SCALE I-I/2" = I'-0" — — ASSOCIATES DISTINCTIVE RE51DENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT-MA 02675 POST CONTINUES FOR NEWEL POST DECKING b'xb' P.T.POST Isoe 16z-ORT sat 36z-98o2 NORTHSIpEOESIGN.COM I unh0d,1@,, I O- STRUCTURAL ENGINEER: SIMPSON ABU66 2.10 P.T. DECK I DOORDL DIM. N BLUESTONE O TAYLOR JOISTS 16" O.C. AMIG b APRON, THICKEN TO 8" @"DOOR OPENING 1 WX6 W2.9XW2.9 TOP I/3 DESIGN LLC I _ ______________________________ OFF SLAB SEE FR N PLAN GARAGE DOOR a . 2-o" � I 4•coNc.SLAB STAMP: P.T.HEADER 2@ a5 REBAR Ia"xllz"x�" - 2@ a5 REBAR5, CONT. HEAD CONT.P GALV.ANGLE w/a4 a TOP 4 BOTTOM PERIMETER ANCHORS @ 3'-0" O.C. MAX. III—III—III—III—fII—III—III—III—III—III 6'COMPACTED 1—III—III—III—III—fP-1 ILm=�=III— I FILL b'xb'P.T.POST 4 d W6X6 W2.9XW2.9 =1I—I I I—I I I—I I I=1I1=1I1=1I1=1I I=W=I I I TOP 1/3 OF SLAB 11=111=111=111=1I1=1I1=1I1=1I1=1I1=1I1= �I I1=1I1=111=1I-1I I- SIMPSON ABAGG -III—III—III-111—I11—III—III—III—III—III III—III—III—III—I' =1 11-1 11=1 11=1 11=1 I—i 11=1 11=1 1-111= ii I MI 11=1 11=1 11=1 I I- F 'I_III-111-111-11I— —m-11-III=1 u �—III=III—I Ij=I�= PROJECT II=III=III=III=III=III=111=L1=1= 4 111=III=III=tU III PROPOSED 111=Ti=1T1=111=11i-1=m—Ti=IT -III=�1=11i=ll= SCHNEEBERGER —III—III=III—III—III—III=11—_ 11—III—III—LI " o 'I=III—III=III—III=1 I I1=1 I I= — _ =TI=m—I I 1=1 11= a 11=11-111=1T=1TI=IIII=11=f 111= 11=III=1T_I=IT=III=1 RESIDENCE w O4 d O4 a =III=III=III—III III=III—IIIIIII d Q III—III—III—IIIII—IL �NO BC rFILLETE HASLL —1-1=L=LL1= ATTAINED 7 DAY STRENGTH 56 LONGWOOD AVE. PROVIDE 10'DIAM.SONOTUBE c a 2x4 KEYWAY 1_III-1= =LIII—IIIIL— —yU 1—IIII-11=ILII=IL AND BOTH TOP t BOTTOM HYANNISPORT,MA. W/BIGFOOT FOOTING(BF2B) d a —1-1— —1= =�I—IIff — — =1=L= OF WALL ARE PROPERLY FOR COLUMN SUPPORT ABOVE Z — -1= — — -1 1—III-1- - SERCURED. '—I I I—III—I I I—III—LI=ll1 11-111=111—I I 1—III' d 4aTi=Ti—T=1—ITi-1i-Ilia a Ili=1i=1i-Ti= TITLE:BUILDING 2 @ a5 REBARS, CONT. 4 / -m I�—m_--� 4 — \�/\/ -III—m—III—III 2X4 KEYWAY u—IT— DETAILS // \\/�\\//\\�\\/\\/\\\/\\\//\\ 1 IIII o 3@ a5 REBARS, CONT. SCALE:1/4"=1'-0" 0 1 2 4 6 =m_=)I 1=� III=III=III=III III—III ITI= _ b"COMP. FILL '' MITI_ 1 m Rt>I,LLAMMq ra gIULAq r u PROJECT#: SHEET ARA I-I 5°E APRON DETAIL TYPICAL DECK POST DETAIL L� O" 5^ = 1'-0" SCALE /2" = 1'-0" 20^ 15-09 A SCALE 1-1/2" F �c1PORCH POST AND FOOTING DETAIL DATE. OF -� SCALE 1-1/2" - I'-0" 4/27/15 17 l 1.ALL EXTERIOR WALLS SHALL BE 2X6 Q 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. I DEL TOP PLATE 4.CONTRACTOR SHALL VERIFY 2.6 DBL TOP PLATE of ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR RAFTER @ 16" O.C. �wti ASSUMES RESPONSIBILITY FOR SIMPSON 5P6(20 GA.) I I ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO I/2" COX SHEATHI CO N THE ATTENTION OF THE TINUOUS HEADER DESIGNER. 2. STUDS @ 16" O.C. @MULTIPLE OPENINGS I I I eo H2.5 @ EA. RAFTER °i .i iOI Illl 2x STUDS @ 16" O.G. `I\ �`;� GENERALNOT.ES I I I I TOP PLATE HEADER i —'i i BTM.PLATE 'I Jam. NAIL Bd COMMON EXTEND HEADER FULL HGT.STUD NAILS @ 3" O. . TO KING STUD HDR UPLIFT STRAP _ JACK STUD 'I\j 3 ENG.NOTES 3/7116 L,tAWINDOW SILL c, NAIL TOP PLATE PLATE 2- 5/5" ANCHOR BOLTS TO BTM. OF HDR. 2 W.D. 2/16/16 RIM J015T w/ 3"x3" PLATE WASHERS 2 ROWS I6d NAILS 5/0" ANCHOR BOLTS @ 36" O.C. @ 3" O.C. 1 PRELIM REV 11/6/15 ���e ` �_ MIN. 7" EMBEDMENT / / )AFTER TO PLATE CONNECTION w/3"x3"xl/4" PLATE WASHER _ FLOOR J015TS OPENING NO. REVISION DATE COPYRIGHT II I �L �� �.q >`'� SCALES N.T.S. FOUNDATIO II " " I) SILL PLATE - ` .I'. ° NORTHSIDE HEREBY EXPRESSLY RESERVES - 12 GA,ANCHORS TYP. ° a a • . ° ITS COMMON LAW COPYRIGHT.THESES °I1I PLANS ARE NOT TO BE REPRODUCED CHA GED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST II n OBTAINING THE EXPRESS WRITTEN �I PERMISSION AND CONSENT OF NORTHSIOE wl 1/2" CDX, SHEATHING Ak r DESIGN ASSOCATES. SILL PLATE TO TOP PLATE �i SEE NAILING SCHEDULE ° NA OW WABRACING BUILDER: II ,` SCALES N.T.S. 5/8" ANCHOR BOLTS @ 3SO O.C. MIN. 7" EMBEDMENT / t� 1STUDS d HEADERS w/3"x3"0/4" PLATE WASHER U SCALE.N.T.5. c SILL TO PLATE CONNECTION w/ SHEATHING SCALE.N.T.S. DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCEIVE RESIDENTIAL&COMMERCIAL DESIGN JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 161 MAIN N MA 02675 COMMON NAILS BOX NAILS IS081362-nw (SOB)362-9802 NORTHSIDEDESIGN.COM ROOF FRAMING e2 P"1 BLOCKING TO RAFTER(TOE NAILED) 2-Ed 2-IOd EACH END RIM BOARD TO RAFTER(END NAILED 2-I6d 3-I6d EACH END STRUCTURAL ENGINEER: WALL FRAMING TAYLOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-I6d AT JOINTS DESIGN LLC STUD TO STUD(FACE NAILED) 2-I6d 2-16d 24'O.C. HEADER TO HEADER(FACE NAILED) 16d I6d 24"O.C.ALONG EDGES STAMP: FLOOR FRAMING 2)16d COMMON NAILS 6" O.C. J015T TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 4-IOd PER JOIST BEAM 6 STRAP SIMPSON N HTT5 BLOCKING TO JOIST(TOE NAILED) 2-Bd 2 Od EACH END _ BLOCKING TO SILL OR TOP PLATE TOE'NAILED 3=I6d 4-Ibd EACH BLOCK ... ( ) A A RAFTER L5T @ E R FTE LEDGER STRIP TO BEAM-OR GIRDER(FACE NAILED) 3-I6d 4-I6d EACH JOIST EX J015T ON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-I0 PER JOIST DISTANCE BAND JOIST TO J015T(END NAILED) 3-Ibd 4-I6d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-I6d PER FOOT �j PROJECT: ROOF SHEATHING ii PROPOSED WOOD STRUCTURAL PANELS RIDGE BEAM SCHNEEBERGER RAFTERS OR TRUSSES SPACED UP TO 1G'O.C. 8d IOd 6" EDGE/6"FIELD RESIDENCE RAFTERS OR TRUSSES SPACED OVER 10 O.C. 5d IOd 4" EDGE/6"FIELD NOTE, RIDGE STRAPS ARE NOT 56 LONGWOOD AVE. GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Ed IOd 6' EDGE/6"FIELD REQUIRED WHEN COLLAR TIES OF ICN a HYANNISPORT,MA. GABLE ENDWALL RAKE OR RAKE TRU55 w/STRUCTURAL 8d IOd 6" EDGE/6"FIELD NOMINAL 1.6 OR 2x4 LUMBER OUTLOOKERS ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRU55 w/LOOKOUT BLOCKS 8d IOd 4' EDGE/4'FIELD THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS USING TITLE: CEILING SHEATHING 5)I0d NAILS EACH END FRAMING TIE GYPSUM WALLBOARD Sd COOLERS - 7'EDGE/10' FIELD DOWN DETAILS WALL SHEATHING C RID E BAND STRAP C CORNER STUD HOLD DOWN WOOD STRUCTURAL PANELS �, SCALES N.T.S. I SCALE N.T.5. SCALE:1W=V-0" STUDS SPACED UP TO 24'O.C. Bd IOd 6'EDGE/12'FIELD 'AND%' FIBERBOARD PANELS 8d - 3'EDGE/6"FIELD 0 1 2 4 6 JS'GYPSUM WALLBOARD 5d COOLERS 7'EDGEAO"FIELD PROJECTM SHEET FLOOR SHEATHING WOOD STRUCTURAL PANELS 15-09 1"OR LESS 8d IOd 6" EDGEA" FIELD A.10 GREATER THAN I" IOd I6d 6" EDGE/6" FIELD OF DATE: 4/27/15 17 1.ALL EXTERIOR WALLS SHALL BE 2X6 Q 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. - 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO -----'—'---� CONSTRUCTION. CONTRACTOR I ASSUMES RESPONSIBILITY FOR i ANY MISSING OR INCORRECT - DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE I DESIGNER. GENERAL NOTES I .—.—.—.---------� PROPOSED GARAGE 3 ENG.NOTES 3f7/16 ----------------, PROPOSED 2 W.D. 2/16/16 DECK 1 PRELIM REV 11/6/15 I NO. REVISION DATE COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES IIT T� ITS COMMON U, COPYRIGHT.THESES IT1 f11 PLANS ARE NOT TO BE REPRODUCED r PROPOSED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN NEW PORCH TO nr-------� LIVING AREA PERMISSION AND CONSENT OF NORTHSIOE FOLLOW THE -----------------� L L_______J DESIGN ASGGDATES. EXTERIOR PERIMETER OF EXISTING HOUSE LI- - -- BUILDER: ❑ lil III I III III III III II III � III I ICI E%ISTIN FAMI Y OM Iti EXISTING DECK — —r�—�—T� DESIGNER: IIII II I I I I I I I I NORTHSIDE OPOSEIIII II I I I I I I I I DEP DESIGN ORC �L L_L_I_J_J_l�J I ASSOCIATES ❑ ,,,, —T ------1 BAT��GHpp'�`` — _ — — __I rI 1 11I1 DIST INCTIVE RESIDENTIAL O ER CIAL DESIGN _ --_ — lalM STREET'YARMOUTHPORT SBSI SB fi39802 E%ISTIN PROPOSED NORTHSIOEDESIGN.COM I LIVING AREA unn:weE��em I E IL____J I I I IIII n cast.net 11 II 11 II IYII I 11 I P====l I STRUCTURAL ENGINEER: II � -_- 11 J Ik====q I I I 1s11TAYLOR ----- Ir'----ti -- --- u nII nII � DESIGN LLC ,II I II I I IIII EXISTING 1r.y STAMP: LIVING ROOM " III '�m_mw�l I I I � III I I I 1 EXISTING F a��l �J III II tt I t='=3d1 I I III II - I II KITCHEN----�i---�--- 9II N+h ill i i i �lu nuI - . 10 l i I Ili Ili li PROJECT: PROPOSED 1 III _ SCHNEEBERGER II �, tl l I III � IIII tll I IIL I RESIDENCE � 56 LONGWOOD AVE. HYANNISPORT,MA, I I I 1 I REBUILD EXISTING DECK j j TITLE: EXISTING FIRST FLOOR FRONT PORCH DEFINITION ADDITION PLAN SCALE:1/4"=1'-0" I I I I I I 0 1 2 4 8 ° ° WALL KEY FOR ADDITION DEFINITION PLAN PROJECT H: SHEET EXISTING WALLS TO REMAIN 15-09 CIA WALLS TO BE REMOVED (� PROPOSED EXTERIOR WALLS DATE: OF 4/27/15 17 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED, 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. ------- I— GENERAL NOTES RI W II UL-------"l II P===__ ___®-------------------T___-____________--------_-_-________-----_-_____-, L==________3-�_____ ____. ¢__ ________-�_____-____-____Zt___________== 3 ENO.NOTES 3/7/16 IIF=_=_ __ __ __ __ __ �I lu'I it iliI II 2 W.D. 2/16116 II I III III II � ,�IJII i ill 1 PRELIM REV 11/6/15 II I Ijni II "I N III N I i ili NO. REVISION DATE u°I II FAMILY ROOM PI IIII _ COPYRIGHT R II II r II —T=s=r NORTH SIOE HEREBY EXPRESSLY RESERVES II i ITS COMMON LAW COPYRIGHT.THESES —T—T---1—T—T`1 II II II II PLANSARE NOT REPRODUCED II II II CHANGED OR COPIED IN ANY FORM OR II II II' MANNER WHATSOEVER WITHOUT FIRST II - 'IJr1I II EXPRESS OF NO II II ITT PERMISSION AND CONSENT OF NORTHSIDE II I NII L_L_I_J_1_1�I DESIGN ASSOCIATES N II II I N N III ull N Nu - BUILDER: N __ F�B�ATH '—�"`I ---------Lliil lia . HIII I V4 II II II III III II BATH ---_ +IF====� L--T---I J ulu DESIGNER: iililii NORTHSIDE BEDROOM DESIGN F- II 'k==_=�1 LIVING ROOM Hill — ASSOCIATES IIIII' --R DISTINCTIVE RE51DENTI AL COMMERCIAL DESIGNJI BEDROOM =i_ lAl MAIN STREET'YARMDIITHPDRi'MA 02675 �i ------------- ii .' illi KITCHEN"----Lnio I50e1162a210 I506I 363-9802 II"I F 'II II LL II II I "II ` NORTHSIOEDESIGN.COM II��I F, III II I III II II I II II NCI nor[hsltlel�mmcast.net II'I I ] \� I"IIII I III II II I NII III II IIII \\Y`b______----------_ \ ___r IryI II IIIII III I ulll STRUCTURAL ENGINEER: 4N I �� Unl �T\ III N II'I INII __= TAYLOR I I I _ =-- -- - - --- -----=n ..== � DESIGN LLC N X BATH ------� L--- ------�_____� X BEDROOM BEDROOM t s STAMP: Ir II II II II II I I I I r — _ ul LI r IIN REBUILD EXISTING DECK III µr===�I II II III NII I I I I IN I I I � II II I' III I I I I II II IIN III L' IIN L I - �___ ___ --- _ ____ _ ROJECTP ROPOSED 6 d SCHNEEBERGER SECOND FLOOR DEMO PLAN RESIDENCE FIRST FLOOR DEMO PLAN 56 LONGWOOD AVE. HYANNISPORT,MA. TITLE: DEMOLITION PLAN WALL KEY SCALE:1/4"=V-0" 0 EXISTING WALLS L_____] WALLS TO BE REMOVED 0 1 2 4 B PROJECT#: SHEET 15-09 D.2 DATE: OF 4/27/15 17 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. TYPICAL LVL/GLULAM BOL 2.ALL INTERIOR WALLS SHALLTING/NAILING BE 2X4@16"O.C.UNLESS MULTI 1 3/4" BEAMS OTHERWISE NOTED. 2" B A 3.CONTRACTOR SHALL VERIFY A.6 A.6 ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 2 PIECES D-4' 2 ROWS OF IbD NAILS IS12"O.C. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO II • • • CONSTRUCTION. CONTRACTOR IL ASSUMES RESPONSIBILITY FOR TS 4°x4"x,25" ANY MISSING OR INCORRECT COLUMN • DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 3 PIECES D-4' 2 ROWS OF 1/2"DIAM BOLTS @ 12"O.C. DESIGNER, 2-2x12 P.T. .. HDR. 0.0 P.T. GENERAL NOTES POST TYP _ IVI IIII 2zl ]]DECK Jol T5 ib" .C. IIII 2_2x 12 P.T. 3 ENG.NOTES 3F7A6 I HDR. ■ j 2 W.D. 2116116 1 PRELIM REV 11/6/15 HDR 12 .T. II� p ................................................... .................................... D REVISION DATE ......................................................................................................................................... .....ITUT.. . NO.A.7 .... .II.. A.7 COPYRIGHT ORTHSIDE HEREBY EXPRESSLY RESERVES 2.6 P,T,SLEEPERSIII ITS COMMON LAW COPYRIGHT.THESES ON THE FLAT ON 4" ■ I PLANS ARE NOT TO BE REPRODUCED CONCRETE SLAB \\ 2z P. D CK "+I CHANGED OR COPIED IN ANY FORM OR CONCRETE JOISTS I6°O.C. MANNER WHATSOEVER WITHOUT FIRST FOR INSULATION 2.12 FLOOR JOISTS Ib° .C. OBTAINING THE EXPRESS WRITTEN CAVITY / JOISTS 6'O,.C. \\ IV, PERMISSIONANDCONSENT OP NORTHSIDE EXISTING DECK / : \ \ xlo T.LE ER Ib DESIGN AssacwTES. J0I5T TO BE TEEL BEAR l w/2)%- DIA. I CUT BACK EXISTING F REMOVED 1�1 rl BOLTS Ib°O.C. h BUILDER: FLOOR JOISTS AT LOWER STAIR AREA • •' Ifl � IAS NEEDED �jIL _7_-r--i_�_-r r �: r--i-7 -r - 1 III l 1 I I I I I I I I I I II I I I I II III IIII I I; 1 1 II 1 x2 L16 1 I I I I I I I I I I II I III (JOISTS b'O.G. IIII I I I I 2,12 FL R' I I I 1 i II IIII JOISTS I II III 1 I* I 1 REMOVE EXISTING ,1 1 III �I IIII FLOOR JOISTS AT / / / .� I; I 1 DESIGNER: E NEW PORCH AREA 1 1 j III III -`I IIII N I II NORTHSIDE A.7 1 1 F - III 1 III :I IIII xl I; DESIGN III III _I IIII I: 12X26 1 1 x l ml l IFill— ,$F ASSOCIATES 1 EXISTING FLOOR 9� I IIII W 1 z 1 I: 1 JO 9T TO REMAIN III IIf I; I DISTINCIVE RESIDENTIAL&COMMERCIAL DESIGN 1 WHERE POSSIBLE Iy ■ IIII 1 1 1 I; VERIFY 51ZE AND III Q I 141 MAIN STREET•YARMOUTHPORT•MA 02675 1 1 BM.IDRRECTIONI 1 III I I; PKT I 1 t I: I5081362z210 (SOB)362-9802 II I 1 1 - LPL 1LJL11�ILJL 1 NORTHSIDEDESIGN.COM ------- e o JOISTS 12 O.G. I nonM1Sl4el LOmmcascnet �r \�\'�r7r�r�r tr Ip1r7r�r�r�hr�r reilTr�AI� ,tom:-r 7 r� I�STEEL BEAM I I 12X26 I IIII CUT EXISTING FLOOR III III II III STEEL BEAM JOISTS AS NEEDED AND I 1 STRUCTURAL ENGINEER: HANG FROM NEW BEAMS LUSH II III > III FL SW I 3-2xi2 f' I EADER TAYLOR EXISTING FLOOR _` '1 J 1 IIII . EXISTING FLOOR I JOIST TO REMAIN +. JOIST TO REMAIN WHERE POSSIBLE x IIII I�� III 1= IIII I_ WHERE POSSIBLE DESIGN LLC VERIFY SIZE AND "�� z VERIFY SIZE AND I N III I III DIRECTION ■ DIRECTION m�I III � I III III IIII .-3 J 7 STAMP: 3-2x12 I I ICIJI ImLLI ImLLI f X26 J A 8 1 HEADER ITJ1 III STEEL BEAM /' I 1 FLUSH /LI II 14JL 1L 14JL IL 1U.L�ilIL1uL JL 1 1 1 1 L JIIIIJLJ.L �L_J;Lr r r�r r r err r 7r r Tr�r�r�r Ir-n I I .. PKT.12X26� ((EXISTING FLOOR / STEEL BEAM 1 E JOIST TO REMAIN 12X26 FL SH j III III I IIWWERE POSSIBLE 1 EXISTING FL R J _Y DIREG ICNZE AND III PROJECT: r ( . IIII II IIx ` III • (JOIST TO REMAIN I I= IIII I_ ICI ill III BM II - PROPOSED WHERE POSSIBLE . 1■ I I " I I IPKTI - SCHNEEBERGER DIRTSN E AND I III I m� IMLL� II RESIDENCE Q I 3 111 3 II IIII/I I I IPKTI ________________________________J —I 1-1—I —I m✓III BKT 1-1 t�I 1� III 1 Y 1 IBM. 1: — — KT—;_ THESE BEAMS ARE 56 LONGWOOD AVE. NEEDED IF EXISTING HYANNISPORT,MA. JOISTS ARE IN THIS 1 1 11 DIRECTION AT EXISTING 11 WAL BUMP IN TITLE 11 I I I I I I I I I I I I I I I I I I I 1 I I I I I I II 11 l i l I FIRST FLOOR 11 EXISTING DEC I 11 J0I5T TO BE I : : 1 11 REMOVED 1 1 ` 1 I I II FRAMING PLAN 11 I I I I I I I I I I I I I I I I I I I I I I I I 1 I II 11 I I I I I I I I I I I I I I I I I I I I l i I I I 1 I II 11 1 I' l 11 I I I I I I I I I I I I I I I I I I I I l i I I I I I I I SCALE:1/4"=1'-0" 11 II 11Lj o f 11 11 —Q 0�—T 1 1 r- �- 0 1 2 4 8 PROJECT#: SHEET 15-09 C.1 / v C B A OF A.7 A.6 A.6 DATE: 4/27/15 17 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. TYPICAL LVL/GLULAM BOLTING/NAILING 2.ALL INTERIOR WALLS SHALL MULTI 13/4" BEAMS OTHERWISE NOTEDNLESS 1.- " 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS B A PRIOR TO ORDERING WINDOWS. 2 PIECES 4' 2 ROWS OF I6D NAILS @ 12°O.C. A.6 A.6 4.CONTRACTOR SHALL VERIFY n POST T5 4"X4"x.25' POST POST CONS RUCTION.CONTRAALL DIMENSIONS PRIOR CTOR POST UP/DN. COLUMN UP/DN. DN ASSUMES RESPONSIBILITY FOR M.21",4' UP/ED -- - ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 3 PIECES 2 ROWS OF 1/2•DIAM BOLT5 @ W O.C. ___-_—-c-- = =______== DESIGNER. 3-I "xll 36"LVL_ I HEADER GENERAL NOTES III I I I 3-I %'x11 36"LVL 12X35 DEL BLOCKING CONTINUOUS HDR, DROPPED BETWEEN PLR. JOISTS BELOW 3 ENG.NOTES 3!//16 IN I I DORMER HALL R 2 W.D. 2/16/16II?6'TTJI6FLOO PUPOTN. J O.C. II%"TJI FLOOR 1 PRELIM REV 11/6/16 JOISTS G.O.C. III j I I ON. NO. REVISION DATE POST 3-I °zll'6' LVlP05T COPYRIGHT D UP FLUSH UP I D NORTHSIOE HEREBY EXPRESSLY REGERVEB ......................................................................................................................:................................................ .......... ITB COMMON UAW COPYRIGHT.THESES A,] DEL BLOCKING —-—-------—= A.7 PLANS ARE NOT TO BE REPRODUCED BETWEEN FLR. CHANGED OR coPIEO IN ANY EoaM OR WOOF DECK FRAMED HI JOISTS BELOW P05T \ /2x8 16"O.C. MANNER OBTAININ THEE PRE S WRIT WITHOUT FIRST DORMER WALL III I I ON \` TAPERED ROOFING PANELS PERMISSION AND CONSENT WRITTEN NORTHSIDE 11?6 TJI FLOOR w/I/B" PER FT.SLOPE 6 DESIGN ASSOCIATES. I JOISTS I6'O.C. II \\ SLEEPERS ABOVE I T5 4"x4°x.25" II COLUMN BUILDER: 3-I 9z°xll ?6' LVL III UP5T ON. I 3-1 �'FLUSH xll '6" LVL II HEADER FLU5H P S I POST D DN' 3-1 �'x11 '6"LVL POST 2-I 01 LVL HEADER DN. r — \ F L U 511 =—__ _ _ VAST PPS FLUSH 3-1 zII?6"LVL II 'I 3-I �'xll A'LVL 2-1�'k11?6' LVL FLUSH DROPPED DESIGNER: I- 111 u%'TJI FLOOR II p DBL 2x6 STUD NORTHSIDE II 2'TJI F OOR JOISTS Ib";O.C. O PKTS.TYP. OIS 5 b O.G. POST III LL I — DESIGN E III I DN. ___ _ A,7 3-I 9z"xll Tg" LVL \ I BRG WALL POST POST I II Fm I I 3-1%'x11 7.6°LVL ASSOCIATES P.T.HEADER UP UP III �U, I HEADER _ DROPPED \ I ' ` _O DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET"YARMOUTHPORT-MA 02625 I 3-IV4'xll TV LVL 3-1 xll .6°LVL IIPO5T 150BI 362-2210 IS.)362-9802 DN' FW5H xb I UP NST 2-1 S"zll '.6'LVL POSUP FLUSH DN. POS :cnel DN.T 11F3-I 1,'xll V LVL I TI ———— BELOW COH EKOI5T STRUCTURAL ENGINEER: WALL OF SHEDTAYLOR 3-I 'xll 'b'LVLI HEADER FLUSHU057 UOST DN PO5T I DORMERDESIGN LLC x11 %'LVL3-T1 %xll h' LVLROOF 3-I�"xll Y." LVL °J IPOS FLUSH I F U POST MITERED VALLEY I OVER HEADER DROPPE I I DN. STAMP: ROOFING PANEL I'—HANG W DN.CUT TO PLACE I 'PsLOWEST PART OF CUT BACK ROOFINGPOST POST2-I 9fxll'S'LVL - POST ON. UP/DN. UP VALLEY LANDS PANELS AS NEEDED TO IWHERE DECK OH I _ ROOF DECK -_T_ -----SHAPE OF ROOF DECK LOST _ U05TgtiWALL LINE BELOW BRG WALL DN. II VP/DN. UPMEETS ROOF OH_-I OVER HANG - UP/D II !6"T. FLOOR -I °"zll r6"LVL LL'z ----SLOP � 3-I D R '6"LVL 1 SLOPE JOISTS;16°O.C. - LU II'6'TJI FLOOR HEADER ERG WALE Posr JOISTS 16•D.C.oc II Leo UP -POSIT 2-I "zll - PROJECT: PRE-MADE MITERED PANELI I '6";LVL II ON. FLusH — PROPOSED FOR VALLEY SLOPE / I I I ?6' LVL UP — Ii_ —— DN Ir ——————— —————— 3-I "zll Y."LVL 2-1%"01 HEADER DROPPED DROPPED DBL. FLOOR JOIST SCHNEEBERGER POST \ POST BELOW CHEEK RESIDENCE CUT BACK ROOFING ON. UP UP WALL OF SHED ' II 36'TJI FLOOR -I�•x I1 Th':LVL PANELS AS NEEDED TO SLOPE SLOPE SLOPE _ DORMER SHAPE OF ROOF DEG - ` POST BRG WALL JOISTS 16"O.C. FLUSH 56 LONGWOOD AVE. sL L@ UP/DN. 3-I 4:°zll 7w LVL HYANNISPORT,MA. r---- --- .------H POST 2-I 'xll 36" LVL POST POST DN. HEADER UP/DN. FLUSH INSULATED DOPING POST ON. j PANELS w/16'PER FT. I = DN. SLOPE —— rF LtP T ■iII ECOND FLOOR POST � U /D . UP11 6'TJI FLOOR PST RAMING PLAN SLOPE SLOPE SLOPE SLOPE III ISTS 16'O.C. III III III -1%'z11$° LVL SCALE:1/4"=1'-0" ———— HEADER LO FLUSH w/ r-------- I --I 3-I %'xll 3.6'LVL II I FLOOR L_ SLOPE SLOPE SLOPE SLOPE J 2nd FLOOR HEADER FLUSH w/ 0 1 2 4 B PROJECT#: SHEET 6'x6'P.T. DBL. FLOOR 1015T OPTIONAL ROOFING PANEL LAYOUT FOR ROOF DECK BELOW CHEEK D.L. FLOOR JOIST 15-09 POST TYP. WALL OF SHED 3-I °xll%° VL BELOW CHEEK DORMER HEADER FLU H w/ WALL OF SHED ' SCALE 15'-I'-0° 2nd FLOOR DORMER OP DATE: C B A A.6 4/27/15 17 A.7 A.6 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. TYPICAL LVL/GLULAM BOLTING/NAILING 2.ALL INTERIOR WALLS SHALL MULTI 1 3/4" BEAMS B A OTHERWISE"OTEDNLESS A.6 A.6 -_ 2" 3-1%1,11$"LVL , 3.CONTRACTOR SHALL VERIFY HEADER POST ALL WINDOW ROUGH OPENINGS POST UP/DN. PRIOR TO ORDERING WINDOWS. POST UP/DN. 2 PIECES D-4' 2 ROWS OF 16D NAILS @ 12°O.C. UP/DN. ---- —, -__- ---- --------T-------- _—_ I ------- — — 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ° • II �x CONSTRUCTION.CONTRACTOR VI _____.� _ I I III u ------- —I N ASSUMES RESPONSIBILITY FOR 2 IIII l u ANY MISSING OR INCORRECT c=== Illi i i----_----�I� - DIMENSIONS NOT BROUGHT TO THE ON OF THE DESIGNER. 3 PIECES D-4" 2 ROWS OF I/2"DIAM BOLTS®12"O.C. IVI I I III 3-I )"III 76" LVL II ---------- CONTINUOUS HDR.I IIVI 2-2AO FLUSH 1_____ II TO CARRY CLG I I III z" IIII JOISTS P GENERAL NOTES � IIIii I I Ili . 1W ��I � IIh� I I Ili II 2.5 CEILING 2x8 CEILING I I I I� POST I JOISTS 16'O.G. JOISTS 16 O.C. _ - _ _ - 3 ENG.NOTES 3/7/16 UP/DN. I I ll4l POST i i i 2 W.D. 2/16/16 UP/DN. I I ........................................ i p lll�! I I ? ! 11 D 1 PRELIM REV 11/6/15 - ...................................... ................................................................................................;......................................................... A.7Iri_................. . .......———— .-._._.-.-._..__._.--. ... ....I I I I I A.7 I IIVI I i 11 II I NO. REVISION DATE IIII P05T IITTI 1 1-1-1 COPYRIGHT Illy I I UP/DN, l"I�_'�- — —�-�� NORTHSIUE HEREBY EXPRESSLY REBERVES V I ITS COMMON LAW COPYRIGHT,THESES III I I� PLANS ARE NOT TO BE REPRODUCED IIII 3— "x7 f" LVL 11 III CHANGED OR COPIED IN ANY FORM OR III OBTAIN NO THMANN E E%PRESSOEVER 'WROTTEN UT FIRST POST II HEADER II III 1 P _ PERMISSION AND CONSENT OF NORTHSIOE DP/POST _ I '`JI UP/DN. l iii DESIGN ASSOCIATES. DN. - P05T I III BUILDER: UP/DN. TRU55 A I I O II II I I I I II 2xe CEILING \- I Il jj I Liam JOISTS 'i i li i ?°IIII I \ I I E N I 2.5 CEILING DESIGNER: A.] JOI TS I6' C. 3-1 %'xll A'LVL v N�II I T 44 P.T.HEADER m Q II DN T NORTHSIDE DROPPED BELOW III-IIE11 J ____ DESIGN \ J 2-1 x11 LVL IJ 2-2x 2 TP OST r Ill II HEADER FLUSH ON. N ASSOCIATES LVL POST Ir DN. BRG WALL DISTINRIVE RESIDENTIAL®COMMERCIAL DESIGN L_1-1-1L LJ---- HEADER FLUSH 141 MAIN STREET•YARMOUTH PORT•MA 02675 \\D T BRG WALL `\ T (SIBS)362-2210 S081362 NO2 2x 2 FLOOR / 2x12 F R NORTHSIDEOESIGN.COM 3-1 %NIL?"LVL /\ norchsitlel�Dcomcaac.net 3-1 4"x11 Y' LVL JOISTS 16" .C. SC HEADER DROPPED HEADER FLUSH - 2-I xl LVL up POST —_— _— HEADER FLU511 POST I POST STRUCTURAL ENGINEER: ON.3-1%"x11$'LVL I UST I / POET UP TAYLOR HEADER DROPPED OS I POST 3-I 'xll LVL ° DESIGN LLC UP/DN. ON. HEADER DROPPED POST P1 5T ( 2-I "xll " LVL - I ON. POST DN. I. EADER FLUSH DN. 2-1 !"X11 1:° LVL_// 2x 2 FLOOR POST STAMP: HEADER DROPPED T'EI JOISTS 16° C UP/DN. P05T I 2.12 FLOOR 2.5 CEILING JOISTS I6"O.C. JOI T5 16° .C. 3-I�"xll Y'LVL ON. I I HEADER DROPPED 2-1 ".11 Y." LVL BRG WALL HEADER FLUSH POST 2x12 FLOOR IIII UP' JOISTS 16'O.G. POST BRG WALL ———— —— DN. II Iln PROJECT: POST-- OST _ _ DN. _ __ _ _ _.!._®_ _=_- --J PROPOSED P05T 3-1 �;°x 1 r4" LVL ON. I I SCHNEEBERGER DN. HEADER FLUSH i DBL.2 6 STUD RESIDENCE POST PKTS. YP. 3-I�"xll Y.'LVL _ _ _ _ ---_—_---_--- HEADER DROPPED 1 56 LONGWOOD AVE. r -1%'x11 Y.' LVI HYANNISPORT,MA. I I HST DER DROPPED I 2.5 CEILING 2xe CEILING 1 TITLE: JOI TS I6"14, I Jot T5 b•o.c. °N' ATTIC/CEILING Ilpl 3-1 D R L LVL III I HEADER FLUSH w/ FRAMING PLAN 3-I%"Al?¢"LVL d FLOOR HEADER FLUSH ____ _ ——r- j 2n 2nd FLOOR - - -——— —=——— ————— L-—JJ—________-L_J�__ L�J1_______ _ L_� SCALE:1/4"=1'-0" I L.________________� P05T TYP. 3-I 34-xll 'b° VL 0 1 2 4 HEADER FLU H w/ 2nd FLOOR PROJECT p: SHEET C B A 15-09 S.3 A.7 A.6 A.6 OF DATE: 4/27/15 17 I 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS ROOF BRACING 4' B A OTHERWISE NOTED. O.C. FIRST TWO P05T ON. JOIST SPACES A.6 A.6 2.ALL INTERIOR WALLS SHALL TYPICAL LVL/GLULAN BOLTING/NAILING TO MDR. TYPICAL P05T 3-1 1'4'x11 li"LVL DBL.2.6 STUD P05T BE 2X4 @ 16"O.C.UNLESS MULTI 1 3/4" BEANS ON. HEADER PKTS. TYP, pN OTHERWISE NOTED. —' — —' —' —r — — — POST ____ _. _— -- ____ , 1.-'4' " _______ --- — — 3.CONTRACTOR SHALL VERIFY DN. .I_ ALL WINDOW ROUGH OPENINGS PRIORTO ORDERING WINDOWS. 2 PIECES 2 ROWS OF IbD NAILS P 12"O.C. I ------� �----- lu4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO IVI III �N CONSTRUCTION.CONTRACTOR 3-1�"x11 Th"LVL ASSUMES RESPONSIBILITY FOR 2" CONTINUOUS MDR. 2.10 RAFTERS III _______ II ___ _________�-I ANY MISSING OR INCORRECT [C2. - ----- --------- --------- --------- DIMENSIONS NOT BROUGHT TO 3-2xB HDR. II III I� THEATTENTION OF THE 3 PIECESD-4" 2 ROWS OF I/2" DIAM BOLTS P 12"O.C. TYP.AT SHED II DESIGNER. DORMER IIII 2x10 RAFTERS -1%'XII ?b" LVL 3-2XB HDR.:111 16"O.G. RIDGE TYP.AT SHED III LAY-ON ROOF III DORMER III GENERAL NOTES - w/2x6 16"O.C. 2.6 NAILER DBL 2,111 III III CUPOLA I I ' DBL 2x10 POST I LOCKING1-1 BETWEEN ON. I ON. 3 ENG.NOTES 3/7/16 AFTERS I DIII" ..........4t)fpLA............1.. _.............. .-._...............{......................................-!Id—l.._......................................_.__...._...................................................................._................._......................i..._.L.....I I D I 2.10 HIP A.7A.7 2 W.D. 2/16/16 RAFTER IIII ',I \ TYP. I III i i li 1 PRELIM REV 1116/15 POST DN. III DEL 2XI 3-I "x7 f" LVL III NO. REVISION DATE P05T i II LAY-ON ROO B CUPOL HEADER : Ili COPYRIGHT 2x5 Ib"O.G. ON. III w x I III NORTHSIDE HEREBY EXPRESSLY RESERVES 2.10 RAFTERS 2x6 NAILER I III ITS COMMON LAW COPYRIGHT.THESES I III 16.DC 1-I 1'4k14" LVL I TYP. MDR. III PLANS A OR RE NOT PI DIN AN FORM OR DUCED / VALLEY POST :TYP. U.N.O. III MANCFA,NER WHATSOEVER IN ITHOUTFIRS III MANNERGTH EXPRESS SWRITT FIRST OBTAO 1- -LE 14" LVL':� ( _�_ -�In PERMIIS ION AND CONSENT OF NORTHSIDE EN r-T-'r-�� -'-- � I VALLEY i - -- - � -_ t' 2x10 RAFTERS DESIGN ASSOCIATES. 2XB RAFTERS --_- T .I / I6"O.C. 16'O.C. 11-� ILL J �j DN. OVER PORCH , u 1 / 3-2xB IN R. BUILDER: TYP.AT SHE POST DO ME IIII I . rt N I 2-2x12 TO ?b 3-1%'01 •LVL IVE P.T.HEADER I I 2.12RE EMDR AT E DROPPED II 1 I -—I- GAMBREL A.7 I �I BREAK I I I I 2.12 NIP - I /I rO 2.12 MDR AT RAFTER I __GA BREL BREAK DESIGNER: SLOPE 12:12 SLOPE 12J2 NORTHSIDE PITCH PITCH 2.5 RAFTERS r--� 16^O.C. _�_ A 2x o R F7 DESIGN OVER PORCH Ic�'--I-- r 16'O.0 I V R FT RS POST I 16"o.c II ON. L ._ ASSOCIATES 0 6'x6"P.T. I I 3-1 Y,"X9 Y2' LVL DISTINCTIVE RESIDENTIAL®COMMERCIAL DESIGN SLOPE p SLOPE POST TYP. 2x12 RA TER - 412 K 4.12 I6" .C. -- -- - -- -- - -- HEADER 141 MAIN STREET'YARMOUTHRORT'MA 02675 FFITSADJUST O I TO ALIGN I I 2-2xi2 AT POST DN. PITCH PITON DORMERS WITH GAMBRELL 2-I 1'4"x9 Yx"LVL -2x12 A BTM OF 4X6 (s0a1 S6z-ORT (.COM 2-aeoz POST I I DORMER POS I 2-I�xl4" LVL I TO MDR. DORMERS TRUSS A BTM OF DN. DORMER I li I CHE X. ALL DN. �I R pGE NORTHSIOEDESIGN.COM I — Pas onnsieel@coma:c"ot CHE K ALL LAY- R F 4x6 I ON. T VERIFY OH TO ALIGN — RIDGE 5TRA - - -- -- ---- -- ---- AR A p - -- -- - -- -- P T " GAMBREL ROOF PLANE I\ TYPICAL DN. r D STRUCTURAL ENGINEER: w/OCTAGONAL ROOF POST DN. 2-2x12 TO PLANE TO MDR.. _ _ _ _ — — — = I RECEIVE TAYLOR FL ROOF DECK 3-i ^x9 kz"LVL I 4x6 2x 2 R FT RS I 2.12 MDR AT HEADER P T 2-1 IY x14" LVL 16'O.0 IJ GAMBK EL 22,2 - -- - ---- -- DNF - 2-I 14"X14° LVL _ -- -R D[iE-- -- _ DESIGN LLC BREAK L - j PITCH DBL.2x6 STUD I 2-1 x"XI4 LVL RI E STAMP: L(� q<< ��E 7`12 PKTS.TYP. Imo' 2,12 HDR AT Ff JP PITCH I GAMBREL t4.75.12 2,12 RAFT IRS li BREAK PITCH OP 712 SL PE PO5T 2XI PITCH BREAK DN. 16"O.C. L 312 SL E I II I II IT� PITCH III ky -- = SLOPE I 2xl RAFTE 5 - __ -- - -- -- - -- -- �' VERIFY ROOF PITCHES SLOPE RIDGE 16"O.C. J OF OCTAGOINAL ROOF 2-2x12 TO RECEIVE I 200 R FTERS PROJECT: TO ALIGN /7.12 PITCH 2x12 HDR AT 2-2x12 AT -2X12 A SLOPE GAMBREL I DORMER - ET R OF MER _Ir-, 16"D.C. PROPOSED RIDE BREAK - -- = SCHNEEBERGER RIDGE GAMBREL I GAMISREL CwEI,ALL - , - - HE K.V ALL 2.12 HDR AT K B 2.12 MDR AT 3- XB HDR. GAMBREL RESIDENCE SLOPE OF 7.12 SLOPE GAMBREL I TYP. AT SHED II BREAK PITCH I BREAK D ME 2-2x12 TO 56 LONGWOOD AVE. Jz A R I RECEIVE HYANNISPORT,MA. 2,1 22,12 2x 10 RAFTER III \ 16• 202 MDR AT 5;12 Ib'O.C. j IIII—I I GAMBREL 3-1 %"xll %' LVL PITCH I I BREAK HEADER FLUSH w/ GAMBREL GBARMBRE 3-I 1•'f'xll FL�'L I r- II 2x10 RAFTERS I FLOOR TITLE: EAK LOPE SLOPE LOPE HEADER USHVL w/ _, — — _ — 16 O.C. RO FRAMING 2nd FLOOR — — — I7 I L J = = == I - _ = = _- OPLAN 6"x6"P.T. 4 �" LVL C. 22�12 22:12 P05T TYP. RAFTER 3-I 9"'XII PITCH 2x10 PITCH Ib'O. HEADER FLUSH w/ SCALE:114"=1'-0" 2nd FLOOR ROOF PLAN 0 1 2 4 B SCALE:118-=1'.0' C B A A.7 A.6 A.6 PROJECT#: SHEET 15-09 SA DATE: OF 4/27/15 17 1 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. ® ® ® GENERALNOTES NO. REVISION DATE FFI 11 =1 El Ffl]] COPYRIGHT NORTHSIOE HEREBY EXPRESSLY RESERVES ITS COMMONI-AWCOPYRIGHT.TMESE9 PLANS ARE NOT TO 9E REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER—TSOEVER WITHO-FlRST O8TAINNG THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NOSIDE i0 _ — — _ _ DESIGNASSOGATE RTH 1; S. .off BUILDER: -MIMM REAR ELEVATION EFT ELEVATION - DESIGNER: Q NORTHSIDE DESIGN ASSOCIATES 1 DISTINCTIVE RESIDENTIAL S,COMMERCIAL DESIGN 141 MAIN STREET'YMNIOUTNPORT-MA 07675 (508)362-2730 (508)362-9802 NORTMSIDEDESIGN.COM Port6sld ED [N.10 l . STRUCTURAL ENGINEER: TAYLOR DESIGN LLC aSTAMP: Elill f PROJECT: EXISTING t- 1*0 -i�LIO SCHNEEBERGER RESIDENCE ® ® ® ® 56 LONGWOOD AVE. ` HYANNISPORT,MA. ® TITLE: ® ELEVATIONS SCALE:1/8-l'-U' HNhhHNMHHHHH 0 1 2 4 8 PROJECTit. SHEET I FRONT ELEVATION 15-09 • A.2 RIGHT ELEVATION DATE: OF r 4/27/15 n !f+ 1 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO - CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO - THE ATTENTION OF THE DESIGNER. GENERAL NOTES O NO. REVISION DATE COPYRIGHT N\ ITS CO IOE HEREBY EXPRESSLY RESERVES ITS PLANS A E N IAW COPREPRO LICESES FAMILY ROOM V CHANGE OR COPI Be REPR FORM O CHANGE OR COPIED IN ANY FORM S MANNER G THEE EVER WIMTT FIRST ' OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE OESIGN ASSOCIATES. BUILDER: BATH �D _e__ ---- S- ----- ----------------------------- R: ®__= BATH NORTHSIDE O BEDROOM h A DESIGN ASSOCIATES OU,) `w= -- LIVING ROOM DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 30 I 1—_— 141 MAIN STREET'YARMOLITHPORT-MA 02675 BEDROOM , I (508)362-2210 (508)362-9802 'll --- Lsae NORTHSIDEDESIGN.COM I�� u_,� � KITCHEN n P4Rh.IC4l@cumaxsT.ne1 Pep* ��T"`mob `\ EVE ® STRUCTURAL ENGINEER: TAYLOR O DESIGN LLC BATH STAMP: a BEDROOM BEDROOM Ll PROJECT: EXISTING SCHNEEBERGER o RESIDENCE 56 LONGWOOD AVE. SECOND FLOOR W FIRST FLOOR HYANNISPORT,MA. TITLE FLOOR PLANS -) SCALE:1/8"=1'-U' 0 1 2 4 8 PROJECT It SHEET 15-09 A.1 i DATE: OF 4/27/15 2 I �► /1/ � , - `; �i ......tee \ ��� +� trin lull "c'4 4 � � 2'"'�~�1�}!! ...a.• )rss •—. -��s-�l�11�•��I. yr®� Fa1�tf �� A�®+�� rIL !. 1. saa.rey� ictss 2 �a ..� ■rme ,a as r. , �:;� .t>_�in Hai " _ ` , �, f in ally 6Pm� _- ®.nf. , t®� '�► '4Y�! �'• ■ - - ��=.,� ®, �, �* �, • -` „ ��_= ,�� �t woaar -sue_---- r�l� '+. � Prim /t �jr 'fly' son el — v f �����•car M rny .- _�—_,...ter_ ,—_--�—• - err - _', 1. U i. 0 r - 111"M ON es— i ' r � ���� •�•- fry -�Tv y�� am %- „�, a ■ ..yj 'Irk 1 8,'� t�1:)®! i �"i,.:.1 /- 1 main IEit�y Ili ®�ti ® Ir.�f �tl�li7 �,+s 'ra��l i}�II , '• �■' �, i� � I � igi ':��'•' >!1 � , �j : 3�` -]� . . �.-:::� 1, y _ .�'tj,9°; ';A`'9l�;:� ��me� .�`���r;.� His.Md �•�� � ` � to !eJ Il .- i® ; i� �4 j��� @91,elbow 'i Y +(� �4®'� .es�•��_f �_r_r WON g' 4�� .�.��«• _L'®`I.�.�. �: � .,-gip 4 �@P. '' t '!:.k ,~ .. �i��V...� •tea► v" 1�- ,/. ,�•� .� -,++a,�,;,� _�r��...�—`cn' �,�t— ���P�. ..`.,.-.,mr::.. y�.'t� .a.�"�""= �'�91 'a -�"i;►. .."yak.._���,<::�'3 r��(� ,-av-P „4i'+1.:.tL.e'dY'\-, < ;.,`�►.r,�, .n�►�/w��"•'- ���,f`. -. _ _..�.'.Cai:. ... --� s, a R +,¢,'14�'� �y ,r`� ti:- ?_j a �+ _ .-.6�: •I-.Ar*�^r�R.�,+i?'w.�A. m;easw. ,.,.t �� —_ �4L'�„�4►.s��,.Y�l ..,r�a."��'..�i� •a .,a-�e�,'k�.s'� - ,3i �:�u*.��-'�i!-R'R p®�i��i �i'� '�i@�.� x; = 1 44 n6 I of a I y 10 f to f�o` ------------- ---------------------- �-'yN ',V � ��> •�v arm _ uo CD ' � ��V. • 'tom, WWI" 4 - 1 I a 't SYSTEM DESIGN: WgSH�N �. GTON AVENUE GARBAGE DISPOSER IS NOT ALLOWED . , �• �-- - OF -EDGE PAMEMENT -X�s.� 550 GPD _ DESIGN FLOW: 5 BEDROOMS 0 110 GPD = 29G �.84 OH WIRES - - ( _ j 4 - 25.58 USE A 550 GPD DESIGN FLOW s - � m 3 100.00• 26 5.89 HEDGE o 2 1 SEPTIC TANK: 550 GPD (2) = 1100 USE -A 1500 GAL. SEPTIC TANK II I LOT AREA: 6.20 p 26.81 1 a II I 10,000 SF �� N N `/ �\ 7w2frf6.65 LEACHING: Lz1 .05 LP I1 SIDES: 2 (47.5 + 10.8) 2 (.74) = 172.5 GPD p I -� 26.4 ' w 1 I 2 3_ _ _ 25 98 ET BOTTOM 47.5 x 10.8 (.74) = 379.6 GPD Q o I 1 20.0' sHwr� rnnsHelry 26 c wcc) 127.1 �` ELEC 7 � o �I TOTAL: 746 S.F. 552.1 GPD O . 1 METER x w1 O I o1 � { `2s.2s 1 USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) '? 11 0 28.42 f{r- �' ° TOP S.TAN 2s WITH 2.5' STONE AT ENDS AND 3' AT SIDES _ O .74 � EL.=24.1` 2 . SLKWAY EXISTING 0• + x 24.83 Z 1 L o DWELLING ��ST FFLOOR EL. 24.42 O II 28.7 W I1 TREE �� " DECK (LP\1 2 oo' I o 1\ 24 o I . ' M4»20.3 1 , k APPROVED DATE BOARD OF HEALTH M A u 55� 0.9' .3 11 2 � `,y- 23.77 I .94 I h H3` x g T TH2�� N 1009; .07 reserve , ` TITLE 5 SITE PLAN 11 30»TREE _M EDGE LAWN 23.12 3.49 4 X 23.39 OF. 23.1 O ` X 23.51 " LG. 3.25 56 LONGWOOD AVENUE 100.00 EDAR SHED CE HYANNISPORT FEN BENCHMARK NAIL IN FENCE PREPARED FOR M/M JOHN SCHNEEBERGER JANUARY 17, 2013 i off 508-362-4541 t I fax 508-362-9880 downcape.com ` �e �o wn cape engineeriqw, inc. Scale: 1"= 20' civil engineers f land surveyors i 939 Moin Street ( Rte 6A) 0 10 20 30 40 50 FEET ;DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 °ptic 18 x 24, 1/17/2013 2:57:11 PM, Previous paper size (18.00 x 24.00 inches), 1:1 x 30.23 `� SIBS 1 EM DESIGN: WASHINGTON GARBAGE DISPOSER IS NOT ALLOWED EDGE OF PAVE ANV EN UE -- �29. 3.84 - OHM,,, 1 HWIRES ' _ DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD J r 4 - USE A 550 GPD DESIGN FLOW Ir. •.»e;` r w a ' 25.58 ,+ r y / x_, 26 5.89 x 3 Hoc ����� SEPTIC TANK: 550 GPD (2) = 1100 r; .r c� USE -A 1500 GAL. SEPTIC TANK JI �' LOT AREA: . 6.20 J I 10, sF �F,.; y� si r 6.65 LEACHING: I Y` n�`�-2fi!71 Z a os y� ,N LP ► #. SIDES: 2 (47.5 + 10.8) 2 (.74) = 17.2.5 GPD J ' z. -i 2 a BOTTOM _ 47.5 x 10.8 (.74) = 379.6 GPD ?080' rnnsHerw. .� ;. TOTAL: 746 S.F. 552.1 GPD It:x O J USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) O II of � J - S.a2 , WITH 2.5 STONE AT ENDS AND 3 AT SIDES O4LKWAY �l.S.r" 24.83 z I _-_ _ != O w TREE r o I J M4 ' MA \, \ APPROVED DATE BOARD OF HEALTH 4 3 29 IJ .0 z >_. _ ► ;► r TITLE 5 SITE PLAN EDGE: 2312 3.49 '}.' c A C. k ♦ e� 4 x 23.39 OF 6+ ONGWOOD AVENUE LG ,r ` SHED 3.25 H I ANNrrSp p,^ 100.00 ..� EDAR rz � 1 1�"O R 1 'FENCE - _ aBf BENCHMARK NAIL IN FENCE ! PREPARED FOR EL = 29.3' M/M JO IN SCNNEEBERGER JANUARY 17, 2013 I off 508-362-4541 { I fox 508-362-9880 downcope.com Own cope en Ifleer°ing, inc. civil engineers s�®H�: "= 20' Ion d surveyors _ 939 Main Street ( Rte 6A) 0 ID 20 ---30 as 50 FEED DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 optic 18 x 24, 1/17/2013 2:57:11 PM, Previous paper size (18.00 x 24.00 inches), 1:1 1 i C SHALL SYSTEM STEM PROFILE M%I K DL SYS TE WITHC MAGNETIC TTAPE OR BE NOTES CU-11 5`;J PARABLE MEANS FOR FUTURE LOCATION. der (NOT TO SCALE) 1. DATUM IS APPROX. NGVD V. FIRST FL. ELEV. 28.7' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCR TE COVERS TO WITHIN 3" GRADE Pe H-20 COVER TO GRADE 2" PEASTONE OR GEOTEXTILE (OR N`riERTIGHT C.I. COVER TO GRADE IF UNDER DRIVEWAY) 2. MUNICIPAL WATER IS EXISTING \ FILTER FABRIC OVER STONE 25.2' : '1 2% SLO!-E REQUIRED OVER SYSTEM 26.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MINIMU'A .75 OF COVER OVER PRECAST 1 _ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAST H-10 BLOCKS OR UNITS TO BE AASHO H-I,Q Smith RISERS (TYP.) PRECAST RISERS 2'0 4"OSCH40 PVC MORTAR ALL H-20 PIPES LEVEL 1ST 2' CO!I�POt\4f NTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. 1 (TYP.) L.-22-0' 1' G ENDS _ SIDES 23.0 6. CONSTRUCTION DETAILS'TO BE IN ACCORDANCE O *24.0'. „ PROPOSED " ., �oo�oo� 0000G000° ip 14 CMR 15.000 (TITLE 5.) ' TEE 1500 GAL H-10 TEE o o ° o ®®®® Am ooPROP. 23.25 .` 23.0 00 0 0'o s" MIN SUMP o°o°o°o° ®®®®®®®®®C '1=7 ®®®®®®®®M ;°000°o°o a( ) SEPTIC TANK " o000,0000000 0 >°o°o°°°° ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORFC ONLY AND toy`NO GAS BAFFLE::: °o�°o,°.g 12" MIN INT.DIM. ;°o°o°o ®®®®®®®®®�- ®®®®®®®®®® °o°o°o°o NOT TO BE USED FOR LOT LINE STAKNG OR ANY co aghi� ®aa®a®®®® '°o°o°o°o ' 22.42' 22 25' ° ° ° ° °o°o° 20.0 OTHER PURPOSE. ?. '. 4' LIQ. LEVEL (ACME OR EQUAL) ': -"- o �00000000 � o 0 0 0 .....:•: ;,:.,... . . } 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC: a �wn9 Locus °°Ooo°o°o°oo;oo°o°o°000°o°o°o°o°o°o°o°o°o°o oL H-20 D'BOX I a' 0000000 0 0 0 0 0000000000000 0 0 0 0 0 0 0 0 0 3/4 1 1/2" DOUBLE WASHED STONE 1' MIN. H-20 500 Gt�l. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. g COMPONENTS NOT TO BE BACKFILL-D OR o ,0000000nu,cqon0000000c�q„o�o,00°oo. "_ _ (6) UNITS REQUIRED '" ALL AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY HOARD OF Nantucket 3" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 53.00' X 6.8' HEALTH AND PERMISSION OBTAINED FROM BOARD Sound MIN. �- COMPACTION. (15.221 [2]) CO OF. HEALTH. 00 ( 2 SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND LEACHING VERIFYING THE LOCATION :OF ALL UNDERGROUND & LOCUS MAP FOUNDATION- 26' SEPTIC TANK --- 58' D' BOX 27' FACILITY 11.4' BOTTOM TH-3, 4 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL (LONGEST RUN) NO GROUNDWATER FOUND WORK. NOT TO SCALE UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 11. ANY UNSUITABLE MATERIAL ENCOL:,NTERED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED SHALL BE REMOVED 5 BENEATH AND AROUND THE ASSESSORS MAP 287 PARCEL 88 BY THE BOARD OF HEALTH REVISED DURING A PUBLIC PROPOSEDLEACHING FACILITY. HEARING HELD ON DEC. 10, 2013: (NO INCREASE IN FLOW): 12. EXISTING LEACHING FACILITY SHALL. BE PUMPED LOCUS IS WITHIN FEMA FLOOD ZONE "X" 1. SEPTC SYSTEM COMPONENT TO FOUNDATION SETBACK (NO AND REMOVED AS SHOWN ON COMMUNITY PANEL#25001C0568J TEST HOLE LOGS MORE THAN A 50% REDUCTION OF REQUIRED SEPARATION TO ALL GUTTERS/DOWNSPOUTS SHALL BE DIRECTED DATED 7/16/14 G �7 DISTANCE) TO DRYWELLS ZONING: RF-1 FRONT: 30' ENGINEER: DANIEL GONSALVES, SE INSTALLER SHALL CONFIRM SUITABLE SOILS IN AREA OF PROPOSED SIDE: 15' LEACHING FACILITY PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITNESS: D. DESMARAIS, RS REAR: 15' DATE: 1/10/13 5' REMOVAL OF UNSUITABLE SOIL REQUIRED PERC. RATE = < 2 MIN/INCH DOWNNTOPSUITABLER SOIL LAYER.GREPLACE SYSTEM DESIGN. WITH CLEAN MED. EET CLASS I SOILS P# 13824_ SPECIFICATIONS OF 310'MR TO ^15.55(3) _ ALTERNATE BENCHMARK: �,�mSHINGTONGARBAGE DISPOSER IS NOT ALLOWED THIS GAS SHUT OFF AT q VENU EXISTING 4 BEDROOMS ELEV. II�I ELEV. ELEVATION 29.5 - - EDGE OF PAVEMENT E PROP. DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD p,. '1%' 25.0' p" `U' 24.5' 29.*2184 OHWIRES '`2' .8_4 ^ - A7/1 A� ' 4 Y i �,-.^ 125.58 USE A 440 GPD DESIGN FLOW ///� UNSUIT. F/iS UNSUIT. 43 6 5.89 - /1CYR 3 2 10YR 3/2 �I _? . .3::Inc1T,.:�eRA ' .. t00.0O' _�� -�_ -�:-,,.� nP� t, ,•• tiEP1"IPA__TANK- 4�}.-_GPD_(2) - _R80 / _. - I '� ` o7. USA: A 1500 GAL. SEPTIC TANK 6 Bll W/� �-- / Z� - - -' �-rt- 6.20 - SL UN5UrT. �SL UNSUIT. LLI Ali ' j I x 26.81 j x 26. C\65 LEACHING: „ 1 OYR 4/6/ 10YR 4/6 Q II z "" O x 10 1' r 32 22.3 32 21.8' Z all 05 1 ,, LP i SIDES: 2 (53 + 6.8) 2 (.74) = 177 GPD / C1 C1 26. - BOTTOM 53 x 6.8 (.74) = 266 GPD W I 12 TS-�B- � / 598 S.F. 443 GPD FS FS d I l 20�0' SHW TRASHBIN /// // �25.61 t TOTAL: // UNSUIT. / UNSUIT. L' 27 0 ' i / x 2 , I O EIE� ' 2.5Y 5/4 2.5Y 5/4 METER / x 25.25 t7 p' USE (6) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) .. 52" 20.67' 52" 20'i7' p ll of I ' / PROP. WITH 1' STONE ALL AROUND II o 28.42 GARAGE 5 2 71,�t�- PERC C2 C2 ♦n 4.97 ���. x 24.83 ll ►WALKWAY czi EXIST. ��ST\i �. FS M FS Z I' W o DWELL. - M / / 0 a. I (REMODEL) II / � 24.42 PROP. VENT WITH CHARCOAL FILTER 2.5Y 6/4 2.5Y 6/4 c o AND BUGSCREEN (FINAL PLACEMENT BY „ „ l I PROP x 2 � o CONTRACTOR WITH HOMEOWNER 144 13.0 144 12.5 ll I TREE w ADD'N 4 a CONSULTATION) x NO GROUNDWATER ENCOUNTERED l l M4"2E 3 H4 x _, APPROVED DATE BOARD OF HEALTH MA J 2 X 5 '-i. .0�7 �/ PEOK I x x T .94 ELEV. ELEV. II 4;d [26] ' �x 3 2 4 li o" 23.4' o" ' 23.4' 1 [25.2] TITLE 5 SITE PLAN 36" FILL UNSUIT. 36" FILL UNSUIT. II J x 3. ?3.49 OF II I x 68 u)TH1 TH 25 x 23.39 A/ A26.� 24.99 x 'LS/ UNSUIT• " 10YR 32 S UNSU"' ---� x 6 56 LONGWOOD AVENUE 50" 10YR 3/2 50 / �► X 2-51 LG. 23 25 B / 100.00 EDAR SHED HYANNISPORT /SL UNSUIT. / B UNSUIT. NCE 63" 10YR 4/6 18•1' 63" 1OYR 4/6 18•1' BENCHMARK PREPARED FOR NAIL IN FENCE EL. = 29.3' 084- M/FS M%Fs _. PROP. ADDITION M/M JOHN SCH vEEBERC,ER gO" 2.5Y 6/4 15.9' 90" 2.5Y 6/4 15.9' �A OF MAss ��tN OF MASS9 'I- o DANIELA. ctiGs JANUARY 17, 2013 So DANNIEL N� OJ EA REV. 4/21/16 FINALIZE SEPTIC I��- iLOAM UNSUIT• SILTCLOAM UNSUIT. OJALA' CIVIL `� off 508-362-4541 1 14" 2.5Y 7/3 13.9' 114" 2.5Y 7/3 13.9' N .�10980 No 46502 ,� � � fax 508-362-9880 �0 EFSS\°� ��F�c�STE �� downcape.com C3 C3 'k qN�SUR`1Ey� SS�ONAL E� CS CS _ down caps engineering, inc. 10YR 4/4 10YR 4/4 ��) civil engineers 144" 11.4' 144" 11.4' 21- lto �� ` land surveyors Scale: 1 20 1.�. NO GROUNDWATER ENCOUNTERED 939 Main` Street ( Rte 6A) 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 >2-317