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0200 MAIN ST./RTE 6A(W.BARN.)
vn s 5 M EAD f- No. 53LOR F UPC 12543 smead.com • Made in USA q� RINUS�NiNfpRODIlCfIlt SFIAlffiSi}ESOUIl0�6� OFTl*SA PROMW SO R � IMWWWROGRANLORD Postal CERTIFIED o RECEIPT Q Domestic Mail Only For delivery information,visit our-webs-he--at-www.usps.COMO. 0E- F I C I A L'A S.E. Ln Certified Mail Fee t N P- $ '3 Extra Services&Fees(check box,add fee as appropdate) C, ❑Return Receipt(hardoopy) $ t Z r O ❑Return Receipt(electronic) $ Postmark' O ❑Certified Mall Restricted Delivery $ �' ` �.�. Here O ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ Ip Postage O $ r-3 Total Postage and Fees r1 $ ram- Sent ►fit �0. I L� `�-�60. 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First-Class Mail Postage,&Fees Paid s USPS Permit No.G-10 9590 9402 3615 7305 6411 31 United States Sender:Please print your name,address,and ZIP+4®in this box* to Postal Service • TOWN OF DIVISION E .BUILDING 200 MAIN ST HYANNIS,MA 02601 I''li�li`Illflf'i►lil,��i,���lillliili_Il�i'Illi"il'�Illi)i"u.�'ii 1 COMPLETE • •MPLETE THIS'SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Si at O • Print your name and address on the reverse Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Re iv d� �d Name) C. Date of.Delivery or on the front`if space permits. fT 1. Article Addressed to: D. Is delivery address different from item 17 ❑Yes F + 1I-0-T r,�► a A UGU'i If YES;enter delivery address.below: p No Wes4 P3arA s+alier o II I IIIIII(III 3.13 t Priority Mail g Registered gredIIIIIII I IN III IIIIIIIIIIIIIIIIII ❑Adult Signature Restricted Delivery ❑Registered MailRes tricted 9590 9402 3615 7305 6411 31 fed Mail® Delivery rrthifled Mail Restricted Delivery Recelptfor anse[I Collect on Delivery Mehdi 2. Article Number(transfer from service labeq ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation*"' -1^sured Mail ❑.Signature Confinnatlon cured Mail Restricted Delivery Restricted Delivery �n 70.17 ?1u00. 0000 67:59 6$49 '{�er$soo) 1 F �, Ps Form 38111 July 2015 PSN 7530=02 000-9053 �� Domestic Return Receipt JO C • T' B SHEET NO. 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L v �a r.. ........ .-. ..... .... _.._............._....... .. ..... -........ .... .... _................ ........... ...... e...........:. ........................... ...._ ._. ..... .... .:.. .._. . pia .... �;�...:.... . ..........._................................................ ... ..... ......... ............. .. .... �P ......... p�JS`" F gP .............s......... ... ._...... ........ : .... .... O 0 ............:.........._.............:.......................... ..................................................._..._ .. ...._._ ... ..............[.......__..:.............L............l............5.............i.............k....... .5......... _ ... ..... ..... .... ...... ...... ..... ...... ....._... ..... ...... _...... .... ............. ..... ......... _..... ..... ...... f inghouse,Pc P.O.Box 182 ov5e Mashpee,MA02649 1r9� Phone: 508-221-2980 (•Q�J structural design Email: jensen@a inghouse.net ingenuity Web: www.inghouse.net INGHOUSE project ID: ING18055 June 10h ,2019 BUILDING DEPT. Jay Cabana 200 Main Street JUN 1:2 2019 West Barnstable,MA TOWN OF BARNSTABLE RE: Garage Foundation —Foundation Wall Repair& Monitoring Dear Mr. Cabana: We have reviewed the existing conditions at your new home's garage foundation initially (on July 18", 2018) when the back foundation wall showed separating through wall cracks from the two foundation side walls. The following repair measures were implemented & will require continued monitoring via. two crack width monitors, in order to determine, if the rebar pinning & grout injection repair remains adequate over time. We have been monitoring the repaired foundation wall at regular intervals since its installation in July of 2018,and have found proper performance as of the date of this report. An outline of the initial evaluation and repair approach recommendations, which were later implemented by the repair contractor,"A-Concrete-Answer"out of Marstons Mills,MA are provided as follows: As discussed during our site visit on June 18th,2018 the structural design/construction for the garage foundation had not been done properly. It appears that horizontal rebar and horizontal corner reinforcing are missing entirely at the new garage foundation.The size, spacing, and potential dowel embedment into the footings of vertical wall reinforcing, as well as adequate footing size and reinforcing to act as a cantilevered retaining type wall system at the back and side walls of the garage are either unknown or not properly constructed. We discussed that the first step would be the repair of the vertical through wall cracks at each corner of the backside garage foundation wall,as well as making an attempt to connect the top of the wall via.rebar dowels to the garage slab. After such repairs the existing conditions must be carefully and regularly monitored,to see if the system will perform adequately.If further cracking,movement, rotation or deflections occur,that signal potential structural problems with the load resistance of the current foundation wall system,further augmentation will be required,e.g.via helical tie supports, or otherwise. We suggest the following repair attempt for the garage foundation wall(as a"phase I approach')- 1.Reconnect the concrete back wall via.#5 rebar @ 8"o.c. drill&epoxy dowels,set from backside into center of garage side foundation walls.The dowels must be epoxied,e.g.via HILTI HY200 or Simpson Set-XP, or 5star grout (per contractor submittal) with min. 6" embedment depth at both sides of crack. Dowels shall be placed alongfull height of the wall down to top of foo Ong. iNGHOUSE 06/10/2019 Page 1 of 2 After the rebar dowels have been installed,the vertical foundation wall cracks shall be structurally repaired via. epoxy crack injection,or grout packing. 2. Set#4 bars @ 12"o.c.dowels through exterior foundation wall into center of interior garage slab on grade(approx.4 %2"thick at backside).Provide min. 6"embedment depth into wall and slab,use epoxy or products as listed above. Dowels shall be placed along horizontal span of entire backside foundation wall. For the purpose of continued monitoring of the two previously cracked foundation wall sides, it shall be noted, that INGHOUSE requires the installation of crack control monitors and will review the crack area conditions of the repair on a yearly basis. If existing conditions remain, the repair will be considered adequate,otherwise additional repair approaches may be required. �y-%N OF a�' Very truly yours, g� LARS JENSEN INGHOUSE o STRUCTURAL No.50602 y Lars Jensen,P.E., S.E. c,Sr �P 6 Moil INGHOUSE 06/10/2019 Page 2 of 2 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �.�T Parcel 007 Application Health Division Date IssuedKI M Conservation Division Application F Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board C Historic - OKH _ Preservation/Hyannis er G Project Street Address Village Owner ' J 0/#-1 c 104T9lci4 C A g4V,0 Address 200 M,17.4 ST IF-It GfI Telephone S09-29.2 -790/ ermit.Request A& ZW C cOr 4rVh. AsC&Ac �o� r�J goadd B/ floo NZ` Z&Ili_&77V k (sdILL. Square feet: 1 st floor: existing 88O proposed 2nd floor: existing $ proposed -9- Total newC16 Zoning District I' Flood Plain Groundwater Overlay x-- Project Valuation QQQ. Construction Type WOOD Lot Size 0.9/ 9 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0( Two Family ❑ Multi-Family (# units) Age of Existing Structure 87,8 Historic House: ❑Yes U lyNo On Old King's Highway: QYes ❑ No Basement Type: ❑ Full ❑Crawl CKWalkout ❑ Other Basement Finished Area(sq.ft.)' __$6'4 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2 new 3 Ha4��l�' $ new $ Number of Bedrooms: Z existing —new I DEFT Total Room Count (not including baths): existing Snew Afii&� ���ioom Count S Heat Type and Fuel: Gas ❑ Oil ❑ Electric -yp ect c ❑Other EqR Central Air: C�Yes ❑ No Fireplaces: Existing _New Existing swoodkoal stove: ❑Yes ©'No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing 01/new size iAx 4 Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing 3/new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes L�No If yes, site plan review# Current Use XFSl De-e0/AL /7 Hj 5 Proposed Use 04?6:11P 47-14 L HDH6 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 7e)44 C-4-6,1144 Telephone Number S08-Z 9.2 r790/ Address 9OD M ST X1-t 6A License.# CS-�02�OS Mil W"08 Home Improvement Contractor# 1719.s7 Email a 2lD6f- kepL (-DM Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR g•-�DATE"`" ��?f��/7 FOR OFFICIAL USE ONLY J APPLICATION # DATE ISSUED - MAP/ PARCEL NO. ADDRESS �_ f VILLAGE OWNER DATE OF INSPECTION: FOUNDATION = F FRAME _ INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL .. . f PLUMBING: ROUGH FINAL GAS: ROUGH FINAL "FINAL BUILDING DATE CLOSED OUT _ yASSOCIATION PLAN NO. 175 1W ill=1„llCl Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration: 171957 Type: q Expiration__.-t[7 20]8 Individual JOHN�F.CABANA JOHN CABANA - 5 MAGNUSSON ST -" A- f-— E.SANDWICH,MA 02537 Undersecretary Commonweafth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Construction Supervisor CS-102908 EXpires:07/03/2019 JOHN F CABANA 5 MAGNUSSON COURT'....` EAST SANDWICH MA 02637 Commissioner l 4 40 BUILDING DEPT BANo92018 TOWN 0FQARNSTABLC 27w ColuworrtveaIth OPassrrtc ruisetls. Reptrkffeut af$rdas&id At:ciderz& Office ofLm..estigadv= r . 6V Mas Hug f=,-treet Bbston,AM 02.3I mpmaia-,mgfrv1dia Wurl ers' CampensmUmaInsurmce kfEdzvt]3mlders/C�mfractorsMectdciinslPlctbers Applkanthfw=fian PleaseFrmt F aly Nairle Acl&... 200 Hfii;4 s� xtr- 6A I , ° Phones--,S Q8 7-9Z—7yo/ Are YOU an emplorr?Check the appropriate ba= . t. Type of project(required): L❑ I ant a employer� 4. 0 I am a general confractor.and I 6- 0 New eonstmc bn loyees(full andfor part-time)* lime l�ihe seb�rtzack= 7. I am a sole gr%kdetoff orpartuer- Tisted onthe aftaCbefi sheep. 7. &itemo&4ing S These sob-coa4ractors have lI£p and have employees. • 8_°❑Demoltfton woridng ffnrmm is any capaciCy. employs andbarce wodmrs' [No gets comp.awr•.an� comp- $ 9. �Bsildin�ati$iti regnired_] 5- ❑ We are a corpor-atian and ifs 140 Electrical repairs or adcfioas 3-0 I ama bomeo'u�doing all work officers have exercised then• 1L0 PlBmbmgrepaus or additions. i myseM[No workers'comp- right of e$emgfioa per M4M i?❑Rtaofrepaics inaniancerequired]i c.152.§1(4)6 and wehaveno employees.[No wodoe& 131— Other co=p.IaSQCM=reTired.) ;A agpff-c' tcbecksbox#lma;talsoMmithesechanbeDows�agdiekuaffieW®pensEt; n-poycyiMff==U=- EF". vaQavrhe snbm3 t kris sffidav-.i9 iaruating dey asedoing RUvrc*andtfirm_hae ou d&cratmctomman t snhmit aaewzfMdL--ek iodic sack rCa�ciu6 ch cltbisbmcmustatiachedlsn2,iTi6rmalsheeishomiagthenaneofthesub-catsclomsndstafetirheShetarnotibwL,era rsI'm emp3a3,ea;.Iftbesab-confiadneshive empIv they—stgmtwtade-t3teir work—,Hemp.PQ&-Y amalrez Iarn are elxp�ar SsatisprQuir�x�arkers'coarperisrdiart u2surtrtres for rrcr empla}�es: ,Setory isYh�po£icy curd jab ri'ta FTLformt iom Its cecampauyt�€ame: BIJII DING DPT AN0•Policy�or�f-�Zic_� �iratiauDate: ' 9 2018 lob Site Address: Citg/Steelzip: Aflach a copy of the workers'tompensationpon _ �on pag`e� $¢ the policy umber and esph-Ation date). Fafl=to secure coverage as regdredvuder Se-L ion 2)A of MQ.c� 157 can lid to ffie imposxfion of criminal penalties of a fine up to$U00 0G andfar one-year in4i soume ik as wt:ll as civil penalties m the forte.of a STOP WORK ORDER and a ftaa of up to$MOO a dap against the violator. Be advised that a copy*.of this zhkment.pray be forwarded fn the Office of Inrestrgations of the DIA for insm"w-coverage ti nfl "Ida heesby car*rznder tlwpniw amd pe?ud es afgerjury fJtattlts irfonua&n1?rm-7&d abot,g is bus and cored Siffiatur� C� `� Date- I Q 0 Solo L92-'790/ t)fj'z�d use crre£}'. i�a trot e�rFta�fI�axa�fa be urrupfete�d by r-ify r�rtan�i o,�j`reiat 04 or Town: PermitT ceme:9 Issuing AaStawr4(code oae): L Board of lEmItTi Building Department 3.Cit�,Irown Clerk 4.Electrical Inspector 5.PhunMmg Lector 6.Other Coact PersoII' Mane#: oIrlitatiox1 and lastructioDs Isz as= =to liewee& a f rt5=employees Ma `� I- E� � e�soain$e sravicc of nere M9 fact off pursaar�to this sty,an euP&TF is defned as"_evrryP eqe s or ivaplied,*oral or Vrh=f oradlon or atha legal may.Or any two or M= Air Moyer is d0fined as"air inEvfdnal,p�n�ip,assouiafi&A carp of a deceased I°per,or 9ie mg ma3ointe ,�dmclndmg$ielegal*�*r. ets of the i 10 However tha rmeiv=or t mst=of an ia&vidnal,per.aasO=Ltan or osier legal entity,�g� yees- honfiehavingnot ma¢ethan tiQee aparfineu s and who resides t =fi-,Or the,occupant oft3�- owner of a dweIImg ,-,,,,et wit an or repair wmk an such dweIling home dwmIrMg house of anon who=3PIM p=ZnS to do . on she g dmg uunds or bm7 ffie sbZ=tbecanse of sash employmentbe deemedto be an=Ploy=! or MM chapter 152,§25C(6)also sfates that aeverysbdi or local licensing ag=cTshallwithhold$ie issaance or commonweal$for aap rener•4al of a f cease or permit to operate a b��dr cnmstruct bruldmgs•m the ftmuranre rot�rage requires applicant vrho bas notproduced acceptable eYidertcs of crimpTiaace wiffi file ,nor airy ofifs poI�ical snb�sious shall AdcREDnally,MCA T §� a WDI the HanceV n.�e msmranrd.. ear fnto any cones for�.p�anc ofpnblic wrndcuubl aacepiable eQidsnce of comp` ., 4 . �e�e�of this chaptra have been prese�d t' ran b-� P.aniiiouty." Agplicaufs ' easafion affidavit completely,by�g the bolas that apply to you sifnat°n�if - Please fiIl oirt the-�'� � � e mmmbea(s)aj�g�thcir cer�fraate(s)of nay,SWPFy ems)�e(s)• ) pbon osier firm the instaance_ LiabMy C mxpanfes(LLC)or I imitEdLiability'P s U)wi-n°= pinyees members or pealtn w are not fn carry c�pensafron msaz�ce If an Id.0 or LLP does hate employees,a.policy is rujaked. Be advised that this affidwVifmaybesnhmit3--dtotheDepartmentof Indms(xial Aceide±s for cones of mstnan=Mveaage A'M be sure to.sign and datethe afadavit The affidavit should notsieDep �f of beretimzed to she city or fawn that the agplicon fn=she pew or license is being rerlaested, obt�a worms' �, I�4,rri d� Shauldyon hava any goPsd� g e law or tFyon are regnn anies should enter tTiea compensation pofiey,Please call the Department at the zma[bes listr d below: Self->r self->nsur'�ce Iicense�bPa�sie Ime. City or Town Officials lei and. legibly_ The Departmenthas prodded a space the botfmn .]?lease be sore that tfie a�avrtis P has in� .fyammgardmgthe applicant of the affida�for you to fib or>t in the event the Office oflntestigativas Tn addition.mi Hc�tt . P Imse be sure to fill fa tine pemit/license mnnber which.will be used as a affidavit t�must submit multiple pCMIwacez se applitafions is airy gr yam,need.y ,n policy infomati=(¢teary)and under-Tob�e A ddrese the Ell shot<Id wit--�aII=rj e p o fhC; or bwn):'A copy of-fhe-affidavitfatbas bea officially sfa�p ed�madced by the city m town may be prodded fa ffie ' applicant as p y Dfthat a valid affidavit is on Me for frtore•pemits or riceusM A new afT•tdav�nnxst be filed out earn year.Where a home owner or citizen is ob�g a Ifcrose or pew not ren d fo airy business or commcacial te�ire id ersou is NOT to Mete siis affidavit CI-5-a dog Iiceose orp®rttobumleavrs e#�.)said P wouldl�to thank you in advance for your woperafian and should you have any gvrsirons. The Office ofInvcshg -- please do nothrsibdL to givmMS a CA The Depar tEMMI s address,telephone and fax number: ' - - �LF -Tfi..4 617-727-459W tit 4-G6 W 1477 MASS- Fax#617 727' g�ised¢2a-o7 •c .�g�di�. r Bowers, Edwinj From: Jay Cabana <copaproperty@gmail.com> Sent: Friday, August 17, 2018 2:00 PM To: Bowers, Edwin Subject: Fwd:Garage foundation repair attempt for 200 Main St.West Barnstable Dear Ed, My sons informed me of your concern of the cracked corners of garage foundation rear walls on your visit to our site. The walls were build to the specifications of the stamped plans on file which is an issue I'm addressing legally. Please view the correspondence below from Lars Jensen P.E., S.E the structural engineer I have under contract to correct the issue and move forward. Steve Ward from A-Concrete Answer is on track to perform the repairs which I put on hold until my permit was issued. Work is supposed to commence on Monday to remedy the cracking. I will also forward the contract form fNGHOUSE,PC along with Steve Wards proposal. Regards, J.Cabana ---------- Forwarded message ---------- From: INGHOUSE <jensen@inghouse.net> Date: Wed, Jun 20, 2018 at 10:33 AM Subject: Garage foundation repair attempt for 200 Main St. West Barnstable To: copaproperty@gmail.com Cc: steve <aconcreteanswer@verizon.net> Jay, As discussed during our site visit on June 18th, the structural design/construction for the garage foundation has not been done properly. It appears that horizontal rebar and horizontal corner reinforcing is missing entirely at the new garage foundation. The size, spacing, and potential dowel embedment into the footings of vertical wall reinforcing, as well as adequate footing size and reinforcing to act as a cantilevered retaining type wall system at the back and side walls of the garage are either unknown or not properly constructed. We discussed that the first step could be the repair of the vertical through wall cracks at each corner of the backside garage foundation wall, as well as making an attempt to connect the top of the wall via. rebar dowels to the garage slab.After such repairs the existing conditions must be carefully and regularly monitored, to see if the system will perform adequately. If further cracking, movement, rotation or deflections occur, that signal potential structural problems with the load resistance of the current foundation wall system,further augmentation will be required, e.g. helical tie supports, or other. I would suggest the following repair attempt for the garage foundation wall (as a "phase I approach"): 1. Reconnect the concrete back wall via. #5 bars @ 8" o.c. drill & epoxy dowels, set from backside into center of garage side foundation walls. The dowels must be epoxied, e.g. via HILTI HY200 or Simpson Set-XP, or equal with min. 6" embedment depth at both sides of crack. Dowels shall be placed along full height of the wall down to top of footing. i r After the rebar dowels have been installed, the vertical foundation wall cracks shall be structurally repaired via. epoxy crack injection. 2. Set#4 bars @ 12" o.c. dowels through exterior foundation wall into center of interior garage slab on grade (approx. 4 ''/2"thick at backside). Provide min. 6" embedment depth into wall and slab, use epoxy as listed above. Dowels shall be placed along horizontal span of entire backside foundation wall. I am copying Steve Ward (A-Concrete-Answer) on this email. Please feel free to contact me with any further questions. Best, Lars Lars 3ensen P.E.;S.E. ftjiisx+olw stmefto-r inghouse, PC s5� mailing: PA.Box 182 O Mas!Vee,MA 02649 ..�� Office: 18 Steeple Street ot:ruetmr'al design Mashpee Commons & nen� ty phone: 508-221-2960 email: JCnsendbinchotse.net web: vAw lnohoucenet �" �"�vda.•.},�rtair.Sr.ri:a!#;:*^}dr(.zs��t�e�`tr�<•3r;iPF.td��- r��" ..,t!��c�ut:�?`u>lf �i,�'f�:(ir,P�}}r�rrs�rz}dsf;arf��r9`r�Tr'rirt�,r"ref5�rar�tCi;.?:a>�'�'?i�tl.�i}i �a'_:r:91:L':lP:.�3`..0�f {!#Tx.1�a'7}.i:`, SY,Y,I:.l'fi1�e F' E'ix r'ti J. $tt �'i:S"5.4"}.d:C.; !"dl,}t..'idf�d„'124 f72 x.F'I.Cd 7x.f,: 'ii;}rF. }i %- �. ,}a":t��i'aw;ic.s;iO3d�0.ili}rt.;F�S_;. - 2 INGHOUSE,K Proposal P.O..Box 182 Ma-.hptm.MA 024AU Pttom, 508-221-29w rmeil: jensen@imhou%c.net web- www.ineh*ww1.f*T Proposal Date: 6tiQ2018 cuorit Name&Address: Projea Nam 8 Address; Jay Cabana Foundatiorl eval,&augmntation 200 k4ain Street 200 Main SUW West Bomgabia,MA West$arnstaW.MA 9 Fee Type Scope of W**I Summary b tVhj' SUMOU1 I 1-fitext FCC Skr,ut.*a*I fmaklawing Smicm Minted IQ 161;."Ejuglim al'am cj"ift ftandation x)Vtmn&I tj Siftgif-fftmily Tbc rblluwiz .�-flov*nft included' •Sit,v-6jj txit _I pl amwiann md]tot bwd IwIs will be used rur the mvmOvmt orlhe structural COTME5011 of the!C)axsing fixMdadom '0' Vcrlml diwivion ol,va ubu-r,.,,r1m,am gmdral ft=w2vhdatiom an Mtc tit as WE irwlwJW tsi LhiSWkVC Of'wmt: I f%toclial testing oy&a1vttiv m e tcstiqli thodt.vej�vlo*, "wAd,Inh wqzly of%,uvPCfOC wre4.em. •W,ium tquxu,mnwiuntl #wwy,44 or design,driwimp-.w wJ-ical Pennining or 6mktv svimmi to Arrhimcinr-A bviklimV,wim" other diwiptimm 80.00 Im"1y;FCC-PE SUUc1vm t-,mivw=mS analysis mad*s;p f)f Mcivizi au&mnwiAw or reAmir 4 120-00 4 rwAvum ms decniumal dufw�p the SMICtural aw%Nnvm Oftxlsfing c4xhlilbolm. 3 Tmwt M,,IuV-jnvc)jjvd at me of$034ihvile.(IRS sut).tuLA:201 til fir all pnl*t vcbnal jfivin*in amihm to my bourly LV fixed&-im, t i � l � Estimated Total Budget; "SO-00 ---------- J_Please return a 5i! 'PeCIL Cmpyof this Proposal ions in orftr to execute the contract, 2-Please review ft'Lirmitawn of UebW clause in this Mched"Standard CondMOM of Engagerr eO.t�. A-vVkd byf Ljj;:�� e".4LI4.4 a/ vrontM Name&Tiar,P.C., Stf preeldenj Dgl� Standard Conditionsfor Engagement -Fixed/Hovrt y Fee Proposal- m8 tOt iKJaltKtii FOR E83fituFEt SERvtCf'S.. iY?iC117, FC Col? bazz its EitCTitOKfC fltfSc Etecttctiit solos rid:crarxtxtltd IuhnriufAtrsai ocxvtr^ ra�lre i.vain tv tngav:nrgscrmIu lot ti.i prtrttctan ti+c fet 9A its ih*M—It: colt,and at the ralu;W of the CUEW cr rl tttltIs agem Wb dd Oat pvdu a itlf N1'a ifi 14.;,.,d th:a ttto Stops to we".h1f pmittyt t¢Its strg"ad stub Abed ropy of ptarts,wecif OMM w4a stir545 ras Ite WAtoeat at t w90 aWn atf dvdtheretowigbmi iraIWt4tcrsthe t=WW 'Ibe Kt,IfUT oVwes to hold lot h natal for any dbmaq--s firm happromr.r w ascordna to ow Ft hxo*too jtut SdWd cL fee s ofVA b"Ivrb*ss-aral Icts 11t93l u, iq AIM pvrir ftum Out ttansfxr of�Avry lion by IN aa;repupdtathrlr�sdave tytL:.addan{xa avmhiie theeaarE�risnuvuon. ItedbytIn(I.IFNZ tlit�t!'se rt IMANSPOATATtM,tams and ttzvet dapawA iss`urrK wficn trmet o in On COKSTRUC1M SMM: CAa #04XSt iH own (r*WMO pmsarrel to otts o d tht mR!�116 ,41 im ttantjtd far in actaodsnw•sifts iKi rw*t fonsditdJt o�,di, W!rs1°tu:,xrri ftt ntdCt to vxv t+fro that, the ctan.vwk ixr, ift garient r,:boa q L4irontottepp dlert0..trs ptvfcrmed it iectt rtr NL'fi dilbr,ddtti 1/1Gfnr pCCf6[9IiiF7lH00tNYefA10 d(ux.NAarKasbeagudrdritsi`of awl cordrMot%v8 ft Meou Ovi*Mwftot of REINSURSAILE MFINIM.,F;<psnses wil be bated tti it:y Equ iirr:a 10>b:mre -A and dull beat ro mweAhAly wtt%set,Kt to tho pvfmnwAe of sort. rh ti?Y•Fi men sad casts durgef it,R WW ir.oudr,btt,ere roof ianked Ki W-ttiruj caiWo(tiein Th*LULtIT and CILIFNI t again w11 eartN".st to be rrspotmolr for Old pumt4arwhtasK the 61caning1410parfarx-d. PAYMENTi Imam me*W,mt P."itio tPon t bo t Amowte v.-P&qi per 'IN01EMIdif&A� To ilia ftillc t extetvt iwrfnnted by law, lhr due are sublut 11)d- --i-chaige d 1.M per s♦,onth 411%nsru Y)L 71%,c taitMt OJENT shag lnd vnn+ify w it tiolft harmless ill itnif its off cw% ditee tort, Aqrra to pry rc__Ijt! dttov"V tote and try cdkcaon fees +ousted In itu- meridsel>, p"Mm. cmpltrttft eu¢cub conwitamta (,vol.Clain, cost; coawtian of xW arptxnt ortai iwiw,rairr.aod nx raid vfittt 6iiY Ld rhdi ham.all iissb.�+,Y1ta1 d mages inc4lydiisry taucanala€ti attwtvet'b tCcc artcsrtg out of im r ghri+widatttt to 1:ptr Asurt to PA G t..Chq try eyi to:ate a tent on tAe prrofir"ei to prpted an to ist rxi i nt coasted try ttve r1I rii';gont act;,ar otrtiss,).W cl tEN 1 whttif Iilpmiidrdzrr.:r«.tareuider. a CtiRM%aftem,diretiorar nvrisbem,partners,wool omitloyees and VA tonuAettC> w'towrs retained by w widif c.oritwt to tore,.lir,d with MANGE Of,SCOM",tk,utU the,prrk mame ofserAp.m and..WA Agrtorml,a ,04*Xcttoths-,.Agree�entnrto the,Pfty)et, ddlidtge molt#V ope d`�A,v is trttvasied to IY.t bWI of an crat or rtrillan waft+irf tit OjENT or(I ift(r,A rr tsrevared in fits sole. K`wift ty rzfMMrta:x"w to LIMITATION OF LIABILITY-To tttc fadteit►ki-t,(tarn fitted by toes. ad9e:s a¢tstirs is ieitesr a CLIENT toque=revisions of 1hr pip+h N u>ff ligiffm zielf adatit;rtai w'um in jawd^e, ailh fit fQa sdtedide.IH Mxwoes(%r riritn,at ht lhrrlt.>mnl tiLtlNtiiY/r In tit[a ret�tllA'ad'IH sDrt i}f'S fl k'efs;tpr!ti`rywri,Wtlr'Emr'a tlstit✓t%.t iu iawre a I Ytainyc t),der to tho Aga M.01 ldttw,,K a Clurge Ordcr,s not mrnpiclem and>ub t-Kuiv.iRtantn to the CLIENT and n chisel,iq Ivy tmvrtd wwr t►aenajit,or tm,)derCLIEW ton iW.Mt,kr=-.,costs:or 4,0011:rP•wh3t!oevra t+wraj fur ot, re-vuIbnq (rtsrn w 411 arrj Way. related to 114t Pro)oct ow Agete«:v!va (gent any cause or egtkas, ercludav :bvt ,;re 1;04ard to SUSPENSION Of'�ta ICES,FOttCLOW FitttoM2kCpeltnemk fFNT-(itr':�» nnf;i9R1dC,. tNr7fYYst€tri�l rrrDf and omssiwes, strict oabdtty, ixrdtti of . due,.81 M"itrvptatd furdrmance of serw4m arar)tbii A,fy+tw,OP;L.In tore evvi:of a iUtIk,jK1 0f brrcta0 of war.dtrty,>hO Roo:Gxcccd la,_1M arcpcasr.n'd''mniM i 1"it2"on fiabfity to Bic CLENT let Met tot.damge a cooled ty wh AV+rwandstruustr trrvy t4'-oJOK The CLIFM'ntay chocce to negotio€t a voitorlimitation of titt6lity'wrih IN for an addi'ttonaf rortratt fr_»,d dowrcd.prior to tFe- Aievi dthirs contract. MRIOCAMCP4 PWVPj7DN:Thee Rtjrire4iwa.way be C—InattJ by erlher Pdrtf the frad ne"tim614 Lknit tson of t.isblRty hm nlVrdafij been*ccevtw.j by tgan &M (4S) tlyn +antrum 1106W in UW cvotrtt 0 hF"rh t411-fen snooze.of eh.t 0-11.rardtltir,parties. 41Gthruri d%#I &Bibs of the tivrit of,+mti of Liability tw=and cor6imt of lhK lttjror?rront by lt;t other farei,11ruvrh rep'Wit tJ l Il would t ut two aritorpd into t4ttr ctx*a of the tNrnitui"and fatly iH chJ!IV campotcatt dtatyKrAv,pKV141rod lip to the tail of tcrmirttom f7CCi.tdtAVM OF SER'VEC£S the sesamesvrturii tq 1H ate crtlllsioey ftf the p-ny m lvi%s4y vritlr IN 41rd lira Lomote trt reed.few Ihr tiOnafit of arq Chid-pyitgs AYAi tis tNSWAW:IN it moved be t aadUii4 and ftcifrs-mnr i i WAf[ry.trrarr4nm.it I ;he cdvq thA tiinipmrj hone€tciamart fovmd to"hi. rourt%Nose piiitw..r« wjj furrints Cretilh,djwi of tho Wk%uranc?aeon rMjrst.The CI IMT it W if aa"to Aii4A'ttotiie Lintkalicnii I.ability c'Gttrse of thn,totwom IF:s ted,s+zrkr, Ct)NS£OUENTIMIL DAdtltIAS;tiglwtilntatrdSxa arq other 0MVW"ivt0t ai thA RtlftHTOF OMY!Vel sr Wwvir t eq*vA t-Cl F?(T fixmJw%nq*of-fir on no.be fable to tho PAD"for 3W a^t4v-l..t in6ract,er t tMMuvWi*1 i ru err. dtc lmd and dt v viatinil di%Atini,•itch is pert tf fc w'vjrt i Wa k.fir tH to a;iwig not at or co-=Lied ill of/Awl toItte senirp s 1 en.detetih►rdundct,eac'Aidiri3 pt,ti,r;il thtt eontractusl obligdilon>, inOutting, lrui Pot limited to Rtaxmv *rIt mtrrfamiofkn ;n*ng mmyvtetnerit).-AA tvv%M iWw required r-gta 3*6w*,4-1 Iva,ml irrtiadod in i15 few ter rose d Mmvbtoan from driest Iliai;+rtiYy"it f on.ors operatkns,it iH r; $TAMMRD OF CAM ilts p ofdssswui crrwrs Wl be f.+!Aimvd in ardvdsrcc with ravred to restore the item!,t:tar#itrer5 to ft f WmresmiAOOn%tlte"CM t+dnngso eke gsnY N axdptcd en!rpriaortrri pastel;dill,find rxr utald M unt4a mm�tm. wivtodh*"totit,LLJLNt. of the e;q�*.dn4 piaftxiM Srectict+g+sut.t F rltr offers et Utr Nuro amo and 1a the son++'tp A4, ai nukes no vase*lour., 0v4TrPvr4 '.r othtfwrty, «t OWNEMIP OF DOCUMENTS;All egCk t WM l;ft*I'?pikttj Cyr tkft!C .b Ck fORM" <at+Ctti7+Wit?It unit•�tar.=midu. rtdidatQ'>"7nvdYxrvgSdattnstr"e{PCdfltSAairf f MIXI.;idtllrfrintiuttdIW4 .arc and:haft remain tht stilt tp4 tub,:iw poli"Iv of lH.ay.InAm2miits-of wr�nrr soil tits Ci IFUT;Izil ham M h#tt to v:ih drtwxritaff 7fn IN INT":tile ahi0er' awrt a pe+sty at3ri n word pAiits of thvrgs,.vA4w&the 0IFMt wit:s»a+pisfy in 'ME;propcoal-t:zirus 10 i alp x w dWM After IMr.IttOPOA0 dMa co2ntdrn%,th tiff I u 4,r.•I to*611 1%it Ago-er4 it a{eh--arvi rot fa 6*s➢.sir rw If rat.estlndl9 ItY td76 l r q paalta w v t&tl t)ittFrt fhtus pf niikiigtfitryf!!q/JNtI rs'ttt1:��Mtlrgtlit6ZtttlZeTetb USE OF DOCUFrt@IFS;servicm pt6D mtd end t`wmm"prea }tv;Jarsd uyiH cinder 014*Twrf,*tA mad bd for^.'ta box-fit d the f;,gt1T tttiy M t j"rut tw rated P. iIp:n by ar,"Ythrti tuar�atrd utdrss wtairitwly agraod to in ad an":by IPA aid I it t fjis Ci IFNT rwy a tilt erWil ue Of the VMjWrd 1�y N,a�n"r any ti`.srgd". mpdr to the the m,-Tst%br a5tara&tr then Ili`or rV use cf the.docomml-i vm h Is rim V%MCI ca NAactr *w%OW tfSturromt ,M be u the .fit rises d the at:rrri tot rw- >Trrss� t:i Nl or tht:urtsWicered over devil IS yt.n t~no hablA' forticrnsmcor_ t iopaims.t.tsr .inwtnc�.iirrn4«.e ixl iuil6 Xntli1".:. Ii3G6 1OUSL t78i 1442Dt8 FovrtctBlkui lnwl ffi asigmendalooit,2Qid t.ktin ritrr 4.Vet t3am d:lv.bdA Pago 2 of 2 r A Cancrete Answer;Int- Estimate 242 Racc Lane DATE. ts-nNtATF�. Ma mom-;Milk,aMA0264 508-47.0-1997 7f 1 M018 1573 HAM„DORESs Jay Cabana 100 Affair Strtxt Rt. 6A_ SwWwicb,M..A;A.1561 ITEM Gt;St:itWTiON TOTAL Rcsturatiou 3nh Ixic:sticm:200 Main St..W. H rristable,MA. 3,9600) !Coo,ipictc repair work as de43itctl in tcitcr froth 1. r5 Jcn rE t't:,S.l✓., In}inusc.P.C-hated WWII Rc-canned,the c4mc eae back wall. every 8"vaticatly'dril)si set 95 rebar with Hilti liY20D minimum Ofti" :into both sides ofcxack. Alter the velar and HY2W.has set.eap the farce of the exppsod craw—mid gay.ity feed Five Star Groat into cnwk U)pt)int ofrefttW, Exterior foundatiort wall and i�tcrinr:y.rrrge slab,. Every 12"horizontally dp)l ur d set li4 rcbar with l Ilitti.11Y,2CM)Immmutrt of 6't into wall,and slab° T11is rstitYtatc assumcs the two rear coma of foundation a e)tposed-tt> top of footing a.minimum or4W back wI4 210"to tiach side of corner prior to AC,A' arrival Cost to'complete is.approximately $3,960-00. i'hantc you for the,opportunity to provi&this r--tirtlate. TOTAL,St ve WArd $3.960.t►tt f i 0 o'LG, 54.2 o� �11 0�' GARAGE my m •,yam FOUNDATION PLOT PLAN DCE #17-189 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #200 ROUTE 6A WEST BARNSTABLE, MA SCALE : 1" = 40' ' DATE : 5-14-2019 PREPARED FOR: REFERENCE : MAP 134 PARCEL 7 JOH ANA DB 30599 PG 344 I HEREBY CERTIFY THAT THE STRUCTURE o� DANIEL SHOWN ON THIS PLAN IS LOCATED ON THE A. A s� GROUND AS SHOWN HEREON. off 508-362-4541 UO O.IALA N fax 508-362-9880 No.40980� downcopexam m own edpe endi7fffk f,iac. °*�S S%O ND civil en !nears Ni 'A land surveyors —— ----- �`�- 939 Maln Street (Rte 6A) ------------ -------------- — YARMOU7MPORT MA 02675 DATE REG. LAND SURVEYOR FZHEj,, Town of Barnstable EAMS "Lr Building Department- 200 Main Street MASS. (I U1 , �$A ! m Hyannis, MA 02601 TEDM Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-2583 CO Issue Date: 6/14/2019 Parcel ID: 134-007 Zoning Classification: RF Location: 200 MAIN ST./RTE 6A(W.BARN.), WEST Proposed Use: BARNSTABLE Name of Tenant: Sprinklers Provided: Gen Contractor: JOHN F CABANA Permit Type: Residential -Single Family Type of Construction: Design Occupant Load: 0 Comments: Foundation must be monitored per structural engineer requirerment 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition ,g -ALv •• as va ii"i ii►79"1ViV Buncting Svsrweu ; Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted .A Until Final Inspection Has Been Made. 163 Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made., Permit Permit No. B-18-2582 Applicant Name: JOHN F CABANA Approvals Date Issued: 08/17/2018 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 02/17/2019 Foundation: u C. Location: 200 MAIN ST./RTE 6A(W.BARN.),WEST BARNSTABLE Map/Lot: 134-007 Zoning District: RF Sheathing � Owner on Record: CABANA,JOHN F&PATRICIA A Contractor Name: JOHN F CABANA Framing'Address: 200 200 MAIN STREET Contractor License: CS-102908 2 WEST BARNSTABLE,MA 02668 Est. Project Cost: $6,000.00 Chimney: Description: demo remove first floor exterior existing walls amd rebuild to plan Permit Fee: t' $125.00 j Insulation: � Project Review Req: Fee Paid: $125.00 Date: 8/17/2018 Final:G� —' @LjL� Plumbing/Gas Rough Plumbing: t J(14' 7 120 Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning 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 public Inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be Issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough:OK 1-3 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before finest flue lining is installed Final: 3��/9 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation a Final: 7.Final Inspection before Occupancy Low Voltage 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 De rtment L-asr Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT- ISSUED RECIPIENT VIM Town of Barnstable �. _ Building �� ; Post'This Card So That it is:Visible From the Street-.Approved Plans Must be Retained on Job and this Card Must be Kept BARKWPosted Until,Final inspection Has Been Made.. 163p Permit nude Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until+a Final Inspection has been made. Permit No. B-18-2582 Applicant Name: JOHN F CABANA Approvals Date Issued: 08/17/2018 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 02/17/2019 Foundation: Location: 200 MAIN ST./RTE 6A(W.BARN.),WEST BARNSTABLE_Map/Lot: 134-007 Zoning District: RF Sheathing: 1 Owner on Record: CABANA,JOHN F&PATRICIA A Contractor Name.`,JOHN F CABANA Framing: 1 l Address: 200 MAIN STREET Contractor License: 6402908 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $6,000.00 Chimney: Description: demo remove first floor exterior existing walls amd rebuild to plan t Permit Fee: $125.00 i Insulation: Fee Paid:' $125.00 Project Review Req: r + Date: 8/17/2018 Final: Plumbing/Gas ; Rough Plumbing: Building Official t _ Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within'six months after'issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning 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:public"inspection for the entire duration of the work until the completion of the same. .�-- Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: f 1.Foundation or Footing i 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 l 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: a 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 Building � A ; Post.This Card',So That it is Visible From the Street-Approved Plans-Must be Retained on Job and this Card Must be Kept ` M"� p� Posted Until Final Inspection�Has Been Made. 16,� ,.� Permit �+ Where a Certificate of Occupancy is Required,such Building shall Not be'Occupied'until a-Final Inspection has been made. . Permit No. B-18-2583 Applicant Name: JOHN F CABANA Approvals Date Issued: 08/17/2018 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 02/17/2019 Foundation:: Teardown _ Map/Lot: 134-007_ Zoning District: RF Sheathing Location: 200 MAIN ST./RTE 6A(W.BARN.),WEST BARNSTABLE - Contractor Name: JOHN F CABANA Framing. ' Owner on Record: CABANA,JOHN F&PATRICIA A Contractor License: CS-102908 � 2 Address: 200 MAIN STREET - - i Est. Project Cost: $30,000.00 Chimney: WEST BARNSTABLE, MA 02668 Permit Fee: $328.00 Description: rebuild single family home I i 1 ' Insulation: —�? # r Fee Paid: $328.00 , Project Review Req: , Date: 8/17/2018 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: s � Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and therapproved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. + - - Electrical f Service: The Certificate of Occupancy will not be issued until all applicable signtures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing - 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT .� ' .� Town of §Barnstable Building, 4 .v :,u'''.S 'ri2.fa�•:M+c »q...,,,;:`.i>;�.. v. �TS.. ✓ ':'".'ay.'I>§'�:;.,>?}. -_.;o-T4 3-d,S ':§'F*.,.'&.«`iaa' �h "+'"N>re s:M .xz'>'" t; fi i ,'c*K'F xs wt4>'`:�Avn1z•v `X�-ir `. x e - Post This CacdsSo TfiatVi§ible:FcomtheStreet A roved;P nal `s.IVlustbeRetamed on'!ob andahis Card:Must-beKe t_a —----. __ WtN`SPABtE. sR`%y.^• : - MASK: • �' �... , ..--,°w-,<; ,ir,:r.,.,�.��„ ."�..�"..: :�.`T. �t.z+� m�. .`. �,.X`A^r�A� �c,a5.'r�xGpr�Z.r.L^z >". ,�•�� .ty 'S y Posted Until;Final-1 S ectio.neHassBeen Made ,�f, t -r .. t � ti gx :� T gam« ? �.>, c> va 1, �. s. ,! 5; r. ..✓Y.:k.'t;:; ?63Ps  apt s J. x Lr. xrs" ?:k' 2 At � ;. �q m r��« .. :7 y�' :hc :., :, iSd i x sip • Wh e a Certificate of Oc "ancisFRe aired;suchBuildm shall NotAbeQccupiedi until a Ftnahlns ection hasbeen made: Permit a.gd"�•r ;ras .,:aw. .xi�.k.,..;��. •....s..,gip>.. "y,...'x 'a, Q.1y Permit No. B-17-3260 Applicant Name: JOHN F CABANA Approvals Date Issued: 01/25/2018 Current Use: Structure �dlos o�3';/ lBRJj Permit Type: Building-Addition/Alteration-Residential Expiration Date: 07/25/2018 Foundation 6K• z Location: 200 MAIN ST./RTE 6A(W.BARN.);WEST BARNSTABLE Map/Lot 134 007 Zoning District: -RF Sheathinge6 Owner on Record: NICKULAS, LARRY D,TRUSTEE , f ,<. g{ ContractorxName JOHN F CABANA Framing: k � j� � - Cont actor_License CS 102908 2 Address: 200 MAIN STREET , WEST BANSTABLE MA 02668 • , � �.<,. { a � ., Est Project Cost: $ 195;000.00 Chimney: Description: An Addition to the left and right•for Bedrooms and attached Garagei Permit Fee: $ 1,044.50 byroofline:Smoke Detectors will be up Graded» Yj f'` Insulation: . Fee Pald $ 1,044.50 Vr Project Review Req: unfinished,storage space above garage R� h� a Date�� 1/25/2018 Final: ` k t NU Plumbing/Gas � � Rough Plumbing: Building Official Final Plumbing: xx N��=:ram Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. g All work authorized by this permit shall conform to the approved application and theaapproved construction documents for which this permit has been granted. t - Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zong by laws and codes. r u This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public mspectlgn for the entire duration of the work until the completion of the same. 'LAM ky' E � � Electrical -11 sx� � � Ft E , K� Service: The Certificate of Occupancy will not be issued until all applicable signatures bythe Building and Fire Officials are provided on this.permit. Minimum of Five Call Inspections Required for All Construction Work e" W xy, lR 1.Foundation or Footing g�8 Rough: 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) -� 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health - Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do pot have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department j Building plans are to be available on,site Final: AII.Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT E:. .fie �a Ir Ln Certified M0aill Fee N ..D N Extra Services 8 Fees(cheek box,ed$d fee es epproD�te) � Return Receipt(hardCOPY) O 0 Return Receipt(electronic) $ =Postmark _ 0 CeAHfed Mail Restricted-Wery $ Here C3 Adult Signature Required $ _ C3 O Adult Signature Restricted Debery$ p Postage r3 $ C3 Total Postage and Fees $ r`- Son �!�t- c_�_ a• -------------- O Siieet a�Apt No.,or PUN,' No. c ----------------------------------------- o� M7 [�- oZOQ_ _P�i_>l4.S- �iryt&fe,flf'+4b a (.0 oar•A e Agent complete 1,2,and 3. 'i` [, ❑Addressee ■ Cdnt on the reverse nt d ame) C.Date of Delivery gi pint your name and address B.R /1 to ou v Y so that we can return the card Y lace, ❑Yes a Attach this card to the back it the ma►IP drffelerrt from►tern t? Perm D.Is defiivery address below ❑NO or on the fro' space P if YES,er>ter delivery gddress 1,.grUcle Addressed to: Soh b F r i c-% a aoo Y�'l�-;r► 5-� s We 54 N��`S+alre` !1'1 r} c Mail�i� 3. Service Type O a�olob D.PA°rHY ,m ❑Registered Mail Rest" istemd IIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllll o ��nawm��W 1��„ ,en>ti IIIIIIIIIII CoRfi o� 9590 9402 3615 7305 6411 31 0 coiled on Path" cted Delivery ❑signature nsture confinT atlon ❑collect on Delivery Restrt ResMcted Delivery n insured Mall fir from service labep eared Mail Restr►cted Ddhwy Receipt 2, putic►e Number(trans 5 9 6 8 4 9 ver 0 DomesUC Return 67 i ?017 10 0 0 of 5 PN o�o2-01 gbSs. g PS Fbirn' 811 Jul Y S 7 i Town of Barnstable Building Department Services Brian Florence, CBO Building Commissioner BARNSTABLE 200 Main Street Hyannis, MA 02601 1639-7014 Y ) www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Notice of Building Code Violation(s) and Order to Cease, Desist and Abate: John F&Patricia A Cabana, 200 Main Street, West Barnstable,MA 02668 and all persons having notice of this order: As property owner or tenant of the property located at 200 Main Street, West Barnstable,MA 02668, Assessors Map 137 Parcel 007 and known as a residential structure,you are hereby notified that you are in violation of 780 CMR,the Massachusetts State Building Code Chapter One Sections 105 and 115, and are ORDERED this date 6/27/2018 to: CEASE AND DESIST all functions associated with the following violation(s)on or at the above mentioned premises: Summary of Violation: On 6/26/2019 I observed a violation of 780 CMR of the Massachusetts State Building Code Chapter 1 Section 105 and 115 Specifically,A permit was issued for the two additions to the existing house. On this date I observed that the existing house has been demolished to the foundation without the benefit of a permit or approvals. Summary of Action to Abate Violation: In order to abate this violation and to avoid further enforcement action by this office, commence immediately upon receipt of this notice the following action: STOP WORK on the property and apply for the correct permit(s). Utility shut offs are required. And, if aggrieved by this notice and order;to show cause as to why you should not be required abate the violation in this notice,you may file a Notice of Appeal(specifying the grounds thereof) with the State Building Code Appeals Board within(45) days of the receipt of this order and in accordance with MGL c. 143 § 100. If, at the expiration of the time allowed,action to abate this violation has not commenced, further action as the law requires may be taken. By Order, Robert McKechnie Local Inspector o ►- IictionNimmber.. . :�.�- s ." ` . • TOWN OF BARNSTABL Pem3it Fee..........................:.• ......Other Fee.................:...... MASEL r 1018 A��u -9 AB 9: t 6rotal Fee Paid........ . .......t:........................................... TOWN OF BARNSTABLE Pew Apro,al b..Uh..............on..�-1-`1. Mr ION BUILDING PERMIT ram...�`............................Pam............-.U U�—........... ' APPLICATION Section I — Owner's Information and Project.Location Project Address O 0 N41 V ST Village fiJ6-7--64. ,4 l.f 3C� Owners Name 7W t) F. �, pAT/t,ye/A 4, C'��-9'✓� Owners Legal Address �2 o o ��I<✓ /yff- zip O 2-�G� City G✓�l f , ' ,/fnt./��� State Owners Cell# .���'e2�� - 790/ E-maile aP 2 e E� . CONS Section 2—Use of Structare Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ mmercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use [Demo/(entire.structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild - ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 -Work Description �0 1 S 7'I q (�pr.S, A,-M I U I L i T Act nndsdrd--2/ 201 9 .Application' ................. ........................... Section 5—Detail Cost of Proposed Construction 1302QQFj, r Square Footage of Project /oeo 41L9 Sa K Age of Structure %q 7 Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms(proposed) 3 110 MPH Wind Zone Compliance Method ❑ MA`Checklist [Jf WFCM Checklist ❑ Design � 7 I Section 6—Project Specifics [Wiring "_' ❑ Oil Tank Storage moke Detectors EB/Piumbing Gas -❑ Fire Suppression dHeating System ❑ Masonry Chimney ❑Add/relocate bedroom i Water Supply ❑ Public LZ-Private — - Sewage Disposal ❑ Municipal 'LD On Site Historic District ❑ Hyannis Historic District C2/01d Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes IF/No 0 Section 7—Flood Zone Flood Zone Designation X Within or adjacent to a wetland, coastal bank? Yes No ❑ J ,1 Section S—Zoning Information 1 Zoning District f Proposed Use 4tlt 1 Lot Area Sq.Ft. /a7 q Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) l Setbacks Front Yard Required Proposed F Rear Yard Required iS Proposed y-37 Side Yard ' Required �� Proposed 7, 5 t Has this property had relief from the Zoning Board in the past? ❑ Yes No last,maated 2/92019 . ApplicationNumber........................................... Section 9—.Construction Supervisor Name )6 Nr✓ is 643 4,At Telephone Number SO �- 02 9,2- - -7 9 o/ Address ;v O M 4-i.-J S T City lN, 6,4/4JJr,!)C`'State t /4 Tap G 2 to License Number.' /0 21 4� License Type UN/kft-+Expiration Date 7l' Contractors Email Cbg,1 i�ftgM H/P L. Gam'► Cell# f f- Z9 Z-7 9 0 I. I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Bolding Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature2 Date Section-10—Home Improvement Contractor s . Name Telephone Number 25 2 • 79 o I �i Address goo HAd S� City ws State Registration Number /71 If-7 Expiration Date S- 7 I understand my responsibilities under the rules and regulation for Hom Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date 16)t ' Section 11 —Home Owners License Exemption f: Home Owners Name: L; � } Telephone Number (rZ) I/jL. // Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Si Date 4 APPLICANT SIGNATURE t Signature G�m Date -Z 7 It Print Name l�oN"� �' A'✓�f Telephone Number 292- 7�O/ E-mail permit to: C-0 k1.4 /��'l�p&ftl ,� GPn1 T nlmmn10 Section 12—Department Sign-Offs,,,` Health Department Board(if required) ❑ Historic District VSi:P7'n Review(if required ❑ Fire Department r ❑ Conservation ` For commercial work,please take your plans directly to the fire deparbnent for approvak I Section 13—Owner's Authorization I I , as Owner of the-subject property hereby 1 authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: ' (Address of job) Signature of Owner date Print Name TI i i i :1 t -i i r 4 t Last undatm:2J92018 6 tl Executed In Duplicate ° o Effective Date: August 9th, 2018 0 Western Surety Company G ° LICENSE AND PERMIT BOND G ° G ° KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 63757236 a G 9 tl G ° That we, John Cabana o G , G tl G of Barnstable , State of Massachusetts ,as Principal, a and WESTERN SURETY COMPANY,a corporation duly licensed to do surety business in the State of ° Massachusetts ,as Surety,are held and firmly bound unto the Town of Town Of Barnstable State of Massachusetts as Obligee,in the penal sum of Six Hundred and 00/100 DOLLARS($600.00 ), lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Asphalt Town of Barnstable by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit r applied for, then this obligation to be void, otherwise to remain in full force and effect until August 9th 2019 ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S.Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thir"Gy"'fu"�e�' ,,Rays from the mailing of said notice, this bond shall ipso facto terminate and the Surety shah`�tlier�p01n b_�hQlieved from any liability for any acts or omissions of the Principal subsequent to said da r Re d�e s�f*he number of years this bond shall continue in force, the number of claims made a rist his bom-ithe number of premiums which shall be payable or paid, the Surety's total limit of liiabrljy'shall not be cumulative from year to year or period to period,and in no event shall the Surety's total lialS�ityr�t`or:allltplai�I exceed the amount set forth above. Any revision,of the bond amount shall not be cutrulattye. a Dated his 9th day of Auaust 2018 ° 6 ° G g 6 ° 6 ° G g G 3 U I 1 lD I N C- 4 i 9.r% Principal 6 tl 6 ° o Principal AUG 1 0 2013 WESTE SURET COMPANY 6 G 9 Cyr���ii�;� By — TOWN N 6 Paul T.Br at,Vice President ; c Form 532-12-2015 ° tl 6 ° 6 ° Executed In Duplicate Western SuretyCompany POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY,a corporation organized and existing under the laws of the State of South Dakota,and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland,Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected vice President as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute,acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Asphalt Town of Barnstable bond with bond number 63757236 for John Cabana as Principal in the penalty amount not to exceed: $ 600.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wd: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President,Secretary,any Assistant Secretary,Treasurer,or any Vice President,or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attomeys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 9th day of August 2018 ATTEST WESTE N / URET COMPANY By G L.Nelson,Assistant Secretary Paul T ruflat,Vice President ,`S�o�t}tteiirNgt� STATE OF SOUTH DAKOTA +� COUNTY OF MINNEHAHA ®`�P`�� On this 9th day of August 2018 before me,a Notary Public,personally appeared Paul T. Bruflat and L. Nelson who,being by me duly swom,acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. }yhhybae44ayoa4wh5s�o4�.hyo�0} 8 J. MOHR s L _ • ts SE L NOTARY PUBLIC �S AL 8 SOUTH DAKOTA }�yyyyy,,yyy,,yy,,yyy�y,,y,,,} My Commission Expires June 23, 2021 Notary Public To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 Ow- Executed In Duplicate ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA (Corporate Officer) COUNTY OF MINNEHAHA On this 9th day of August 2018 before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained,by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }ba•44••b444bbbb444bb444bb4� M. BENT p SEAL NOTARY PUBLIC S^EA� 8 a SOUTH DAKOTA s Notary Public—South Dakota ♦44444444444444444444444+ My Commission Expires March 2, 2020 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that—he—executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public M E U o w .� a Z a� o a o Z Cd a) N Z X4~ En U 1 0 > a a w a Cd 0 v� „Yl EFR',5-i CBI ERK Town of Barnstable Old King's Highway Historic District,Committee JUL-X— DECISION Wednesday, July 25, 2018, 6:30pm The Barnstable Committee of the Old King's Highway Historic District Committee, acting in accordance with the Old King's Highway Regional Historic District Act, Chapter 470,Acts of 1973 as amended,has held a hearing and made determinations on the following applications: APPLICATIONS Cabana,John,200 Main Street,West Barnstable,Map 134,Parcel 007 Demolish home;replace as per Certificate of Appropriateness approved on July 26,2017 ***Certificate of Demolition or Relocation Approved as Submitted*** LaClair-Robbins,Denise,101 Rue Michele,Barnstable,Map 335,Parcel 029 Construct a 3,440 sqft addition;add dormers,add garage bay. Construct new deck in the rear. Install 4'fence and masonry pavers around the pool.Install two granite light posts near the entry of the circular driveway;re-roof,re-side ***Certificate of Appropriateness Approved as Submitted*** Palit,Sanjay&Kalpana,169 Keveney Lane,Barnstable,Map 351,Parcel 057 Install a 6'x6' two-story elevator shaft to the South elevation;Construct a bump out over the garage to the East elevation to house add an ADA accessible bathroom ***Certificate of AppropriatenessApproved asSubntitted*** Any person aggrieved by a decision of this Committee has a right to appeal to the Regional Commission��ithin 10 days of the.filing date of this decision with the Barnstable Town Clerk All certificates issued will expire one year from the date of issue, or upon the expiration date.of any building permit issued for the work, whichever expiration date shall be later. ,The committee may renew any certificate for one additional year,providing the request for such renewal is received at least 30 days prior to the expiration date. Date: July 26,2018 TOWN OF BARNSTABLE OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE STATEMENT OF UNDERSTANDING As property owner/contractor/agent for the construction at: 134/007 200 Main Street Map/Parcel Number Street West Barnstable Village Only minor changes may be approved by the Committee without a new application and a hearing. Minor changes include things like moving a single window or door or a minor change of color. All changes by amendment require the Committee's written approval. A request for change must be submitted to the Committee in writing. Approval must be obtained before incorporating the change into the project. For more than one revision to approved plans, a new application for a Certificate of Appropriateness must be applied for. Failure to comply with approved plans may result in the Building Department issuing a stop work order or denying an Occupancy Permit. 1 HAVE READ AND UNDERSTAND THE ABOVE STATEMENTS 4L---- 7/25/18 Signed: ,/Q Date Signed: Oxk k Paul Richard,Chair,Old King's Highway 'Town of Barnstabl D �Lo°"'pro Old King's Highway Historic Dist Co it2UlU 200 Main Street,Hyannis,Massach setts 02MASS 60 :. m Telephone(508) 862-4787,Email erin.logan own.bamstable ma.us PLANNING& DEVELOPMENT °vs.Fs�r Application for DEMOLITION OR REMOVAL OF A BUILDING OR STRUCTURE (including partial demolition of buildings,structures;outbuildings,stonewalls,etc.) Application is hereby made,with five(5)complete,colored sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for. Date 'J—,;� —.2 d l e Rims Parcc1 ! � [�- , }j2------------- --------------------- Phone Street address D o "14 S4- Email Village "gnr VJ,193cz Mailing address 06P p',12flL 0 GH,41 .66 G/M Signature Agent/C:ontractor, Phone., Agent Address Email Agent Signature This certificate expires one year from the stamped approval date or upon the expiration of Building Permit,whichever date shall be later.A one year extension may be requested,in writing,to the Old King's Highway Administrative Assistant at 200 Main Street, Hyannis,MA 02601.This request must be received at least 30 days prior to the date of expiration. There is a 10 day appeal period(14 day waiting period)for all applications after which time your approval paperwork will be available for pickup and building permit sign-off.A pplications are subject to meeting any applicable code requirements. p R101.rrION OI House' Part of House Ej Garage ❑ Barn 0 Stable Stone Wall Commerical Other n Square footage of footprint of building(s)to be demolished: Building l: / rr- Building 2: Square footage of total floor area of building(s)to be demolished: Building 1: S t Building 2: If application is for removal and relocation,state where: Note.A separate Certificate of Appropriateness is required for a relocation of a building or structure within the Barnstable Old Aing's Highway Historic District Cheeky Application,5 copies Site Plan,5 topics Photographs of all elevations to be demolished 12 ' on fee $17.25 Legal ad fee ❑ Postage Stamps ARP 1100, For Committee use ally Tlt tis- tifica a is herebli APPROVED DENIED J U L 2 5 201 By a vote of _ ye Nay _Abstain Date Town of Barnstal a Meinbers sign Old King's High y Committee Conditions of Approval Page of 2 r rr C - wt 1 v qw r - 4raj Tiv- NMA �.�Q"i.��-.� � # +.'�3 } ,� „�'�''.�t'lt+•7.� ;'�' '..r �:��ti� ��J(+rf:... _ `'-k �•:.5��.� � `'Y •''j�'r,�i ..'� . •4 t^^ t , Y '* ,-i , SC �.;�r�,,, �' -_.� {i'7�, M .'i Y s.:d i.^�i � - -��V h�J. w RR T '7 ,. d +'•'' .. ��•'.r � ; �,T;,i 1, � #�* ��•�,,��i��� � ,,.��'' Ic,..jot �.. �»' �� 'gig � M. `•!� ` - 4. . Li a - '~ - 11100120 3 • • r atO ■ Legend i �ii, ,g� is t ,JF. Parcels Town Boundary c f /�� Railroad Tracks a J i ©Buildings ? Ir Parking Lots Paved Unpaved Roads -�Y •4 j �` 15 Paved Road -' �" •rti :: Unpaved Road l% '` a„`� /`• �"'..%� •�` I_r� Bridge s� •,` i \ `� /• ®Paved Median _ `•., �\ \ f \ 13 Water Bodies kA If Pn r F'�..,��W/f,// r �• tit `� �Y/;� � ¢ f` � i f Map printed on: 7/5/2018 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi 0 333 667 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale:i inch= 333 feet cartographic errors or omissions. gis@town.barnstable.ma.us f �" t Barnstable Old Kings Highwgy ffisto1ic Dig ' g j s 200 Main Street,Hyannis,MA 02601,TEL: 508-862-47 7 Fax 5�$=8G2= ro APPLICATION, CFRTIRCATE OF APPROP VF!��►,,�,� Application is hereby made,with four(4)complete.sets,for the issuance of a Ccri ificate of Appropriateness under Section 6-of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for. Che ,rk all categones that aPPh', 1. Building construction: —❑/NewAudition ❑ Alteration 2. Type of Building: (R House D/Garage/bam ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting;roof new roof Ycolor/material change,of trim,siding,window,door 4. SS: New Sign ❑.Existing ,_Sign ❑Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole 03 Retaining wall ❑ Tennis court ❑ Other 6. Pool ❑ Swimming ❑ Other man-made pool ❑ Solar panels ❑ Other • 'r Type or Print Legibly: Date 7,01-7 NOTE All applications must be signed by the current owner Owner(print): a 1,,t1 G���Ci�-���- Telephone it 60? ' 5;7- ot.2 790 r! Address ?of Proposed Work: _r7 tVX2 i 2 rf e°l- Village &I. Barns6 k Map Lot# 7 Mailing Address(if dif nt) _ f Owner's Sigostu « /^ Description of p Work: Give particulars of work to be done:Ch&no(f 1 .90 y l`CbT l ;6, er J c� r MA -E Agent or Contractor(print): Z30hn f- �AC- Telephone#: oZga1 - Address: o A/ 1t/, _,540_f4 s Contractor/Agent'sig L For committge use only. This Certificate is he y APPRO /DENIED I AP P�R.QVE Date JUL.2'6 2017 1 Town of Barnstable _ Old King's Highway Committee &xfe_0-A0t-. ��Ued Ji ri//S Ors 914w, ski eet- Gl?e�C. -�a r, t►.M l 1 I t ,b,. pain IrA r, p fckd- f ferxe 4.611 be wood i Q:\Bwdc and Coal ssiont101d Kings Highway\oKH Appacaamm kH DRAFT 2011 Cert Appropriateness DRAFT.dor WLU= a LL 999ZOVW'318V1SNNV81S3M AMUS NMW OLZ a c3 i c 3e � s o O N o � cr e J ca � 2 Z 5 a in 00, 2 22 21 r c z 3 f 0- w CV a e c 0 z ti 1.y µgz� • � � o A�1JI N LU M �^ 999Z0 VW'319V1SNUV91S3M 133ILLS NIVW 02 a tia z t- w a a o ° W N o so C ° Nam n q V O 7 z Zmgm 'UAL Z ' `� 11 -4. a �i 0 I mO Id I I INE JUL 116 201.7 D PLANNING 8 DEVEL2P�IEN7 W.w - F J z Z F ism Q N m F N REAR 9EVATd/ YKD V!•M CLb&t!RCdEBIIfA REAR ELEVATION A4 r WL.D o to _j? „d 999ZOVW'318b'1SNUVSIS3M ' e t 133NIS NIVW OLZLU w a z a � w o � > IL ^� z z 5 a - I L 6 M O� q7� M i FN l._lf�fi � pry JUL L16 201.1 PLANNING S DEVELOPMENT to m s N W R16MT ELEVATION �euw wt•iw• CBBane RlsMmttn RIGHT ELEVATION 3Ll — Do7 ` zO Commonwealth of Massachusetts ?A Sheet Metal Permit Date: 04 2.1/2018 Permit# Estimated Job Cost: $ 1 g,g77 00 Permit Fee: $ 85.00 Plans Submitted: YES NO Plans Reviewed: YES NO Business License# R(l1 Applicant License# 801 Business Information: Property Owner/Job Location Information: Name: Coastal Mechanical Name: Jay Cabana Street: 299 Whites Path Street: 200 Main Street ( Rt. 6A ) City/Town: South Yarmouth, MA 02664 City/Town: .West Barnstable, MA Telephone: 508-737-8747 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO Stab'Initial J-1/M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses. Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq.. ft.—14 over 10,000 sq. ft. Number of Stories: 2 Sheet metal work to be completed: New Work: .Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney./Vents AL Air Balancing Provide detailed description of work to be done: 4 - Zones 2- Armstronq Air- Gas Fired Furnaces 2- Armstrong Air- Condensing Units for Central Air Conditioning Venting of (3) Bath Fans, Dryer and Kitchen Hood Supplies and Returns i Client#:764315 2COASTALPL1 ACORD,,, CERTIFICATE OF LIABILITY INSURANCE D01/072019ATE YI� 01/07/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Agy A o �,508 775-1620 ac No): 5087781218 973 lyannough Road E-MAIL P.O.Box 1990 ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Evanston Insurance Company 35378 INSURED INSURERS:Associated Employers Insurance Company 11104 Coastal Plumbing&Heating LLC INSURERC:Safety Insurance Company 39454 Dba Coastal Mechanical 299 Whites Path INSURER D: South Yarmouth,MA 02664 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. LTR TYPE OF INSURANCE NSR WVD POLICY NUMBER ADDLSUBR MM/DDY EFF MMI DO EXP LIMITS A X COMMERCIAL GENERAL LIABILITY MKLVIPBC000152 1/04/2019 01/0412020 DEAACCH��OECCCURRRENCE $1,000,000 CLAIMS-MADE a OCCUR PREMISES Ea.rrDence $1001 000 X BI/PD Ded:5,000 MED EXP(Any one person) s5,000 PERSONAL&ADV INJURY $1,000,000 r,OTHER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000 000 PR POLICY JECOT- LOC PRODUCTS-COMP/OP AGG $2,000,000 $ Ci AUTOMOBILE LIABILITY BINDER459951 0110412019 01/04/202 (CEO,accidenM.d.ntSINGLELIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED tid Per accident)AUTOS ONLY X AUTOS BODILY INJURY( ) $ HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY Per accident $ A X UMBRELLA LIAB X OCCUR MKLVIEUL101746 1/04/2019 0110412020 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED I I RETENTION$ $ B WORKERS COMPENSATION WMZ80080074082019A 1/04/2019 01/04/202 X PER E AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 IlyS describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached 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 Yarmouth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Hall ACCORDANCE WITH THE POLICY PROVISIONS. 1146 Route 134 South Yarmouth,MA 02664 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S227153/M227101 LS1 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 Yes.,indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I 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 Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box[],I hereby certify 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, Progress Inspections Date Comments .Final Inspection Date Comments Type of License: By VMaster Title ❑Master-Restricted /CB�3Qi2 (�(/BBd6 City/rows 17 ❑Joumeyperson Signature of Licensee Fertnit ar ❑Journeyperson-Restricted License Number: 801 Fee$ ❑ Check at www.mass.govldal Inspector Signature of Permit Approval I Town of Barnstable Building Department Services a41PUMM ' Brian Florence,CBO mass. 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 1 I, Jay Cabana , as Owner of the subject property hereby authorize Coastal Mechanical to act on my behalf, i in all matters relative to work authorized by this building permit application for: i 200 Main Street ( Rt. 6A ) West Barnstable, MA t (Address of Job) t **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. gna e f Owner Signature of Applicant Jay Cabana Robert Woodbury Print Name Print Name X )311) 1 Date i Q:FORMS:O WNERPERM I SSIONPOOLS Rev:08/16/17 RIGHT-J SHORT FORM Entire House CLIMATROL HVAC DESIGNS ` Job:CL21000ASTAL 5-20-2018 PO BOX 35,DENNISPORT,MA02639 �,5lG r �: fi q Ts j)• t 1 ? 3;�,34 t a m • • 4, 4 `;' :a :"is ?d' t aF, . "w 9 ••r` +"j For: COASTAL HEATING-COOLING/ CABANA 200 MAIN STREET,WEST BARNSTABLE, MA 4 y, .,ln ���• ?f I94 t[:viw.y • • • t v: 's' .' Htg Clg Infiltration Outside db(°F) 10 88 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 60 13 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference (gr/lb) - 28 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency 80.0 AFUE Efficiency 0.0 EER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 2560 cfm Actual cooling fan 2560 cfm Heating air flow factor 0.030 cfm/Btuh Cooling air flow factor 0.035 cfm/Btuh Space thermostat Load sensible heat ratio 91 % ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE 1 n p 1176 27412 22771 821 786 ZONE 2 n p 1603 58084 56262 1739 1943 Entire House d 2779 85496 74147 2560 2560 Ventilation air 3300 715 Equip. @ 0.93 RSM 69622 Latent cooling 7168 TOTALS 2779 88796 76790 2560 2560 Printout certified byACCA to meet all requirements of Manual J 7th Ed. WrIg htsoft Right-Suite Residentia]Tm 5.0.14 RSR20780 2018-May-20 10:52:38 ACCK awy DocumentslWrtghtsott WACICL HEAT CALCS.rsr Page 1 RIGHT-J SHORT FORM ZONE 1 CLIMATROL HVAC DESIGNS Job:CL21000ASTAL 5-20-2018 PO BOX 35,DENNISPORT,MA02639 ® 0 9 For: COASTAL HEATING-COOLING/ CABANA 210 MAIN STREET,WEST BARNSTABLE, MA w ' o 0 Htg Clg Infiltration Outside db (OF) 10 88 Method Simplified Inside db(OF) 70 75 Construction quality Average Design TD (OF) 60 13 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference(gr/lb) - 28 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input 0 Btuh Sensible cooling 0 Bt6h Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BASE 1 816 19829 17249 594 596 BASE 2 360 7583 5521 227 191 ZONE 1 n p 1176 27412 22771 821 786 Ventilation air 0 ' 0 Equip. @ 0.93 RSM 21177 Latent cooling 1824 TOTALS 1176 27412 23060 821 786 Printout certified byACCA to meet all requirements of Manual J 7th Ed. wrig htSoft Right-Suite ResidenualT 5.0.14 RSR20780 2018-May-20 10:52:38 ACCA C:WIyDoaments\wrightsottHVAC\CL HEAT CALCS.rsr Paget RIGHT-J SHORT FORM � I . ZONE 2 CLIMATROL HVAC DESIGNS Job:CL21000ASTAL 5-20-2018 PO BOX 35,DENNISPOW,,MA02639 For: COASTAL HEATING-COOLING/ CABANA 210 MAIN STREET, WEST BARNSTABLE, MA Htg Clg Infiltration Outside db (°F) 10 88 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 60 13 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference (gr/lb) - 28 ewc�ess v� HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft') (Btuh) (Btuh) (cfm) (cfm) MASTER BED 2 176 5671 5383 170 186 MASTER WIC 2 60 839 105 25 4 MASTER BATH 2 70 2081 1596 62 55 HALL 54 982 480 29 17 FOYER 98 6475 7218 194 249 LIVING 272 9284 10641 278 367 KITCHEN 169 3793 3915 114 135 DINING 182 5388 5811 161 201 PANTRY/LAUNDRY 35 1284 2559 38 88 FOYER 2 120 10201 10268 305 355 MASTER BED 1 195 9196 7173 275 248 MASTER BATH 1 130 2213 1016 66 35 MASTER WIC 1 42 678 98 20 3 Printout certified byACCA to meet all requirements of Manual J 7th Ed. ,,tL. wrig hrtsoft Right-Suite ResidenGaIT"^5.0.14 RSR20780 201 B May 20 10:52:38 ACCK C:WIy Documents\wrightsoft HVAC%CL HEAT CALCS.rsr Page 3 ZONE 2 n p 1603 58084 56262 1739 1943 Ventilation air 0 0 Equip. @ 0.93 RSM 52324 Latent cooling 4406 TOTALS 1603 58084 56730 1739 1943 i i I I - I i 1 } Printout certified byACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right-Suite ResidentialTM 5.0.14 RSR20780 2018-May-2010:52:38 ACCA C:1MyDocuments\WrightsoffHVAC1CL HEAT CALCS.rsr Page 4 RIGHT-J CALCULATION PROCEDURES A, ®y C9 n Entire House ri CLIMATROL HVAC DESIGNS Job:CL21000ASTAL 5-20-2018 PO BOX 35,DENNISPORT,MA02639 Procedure A-Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 25851 ft' x 0.0167 302 cfm Isolated zones = 0 cfm 2. Winter infiltration load Total = 302 cfm 1.1 x 302 cfm x 60 OF Winter TD = 19945 Btuh 3. Winter infiltration HTM 19945 Btuh / 889 ft2 Total window = 22.4 Btuh/ft2 and door area Procedure B -Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 25851 ft3 x 0.0167 = 173 cfm Isolated zones = 0 cfm I 2. Summer infiltration load Total = 173 cfm 1.1 x 173 cfm x 13 OF Summer TD = 2469 Btuh 3. Summer infiltration HTM 2469 Btuh / 889 ft2 Total window = 2.8 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x28 gr/lb moist.diff. x 173 cfm = 3240 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 13 OF Summer TD = 715 Btuh Sensible load for structure(Line 19) + 74147 Btuh Sum of ventilation and structure loads = 74862 Btuh Rating and temperature swing multiplier x 0.93 Equipment sizing load-sensible = 69622 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 28 gr/lb moist.diff. = 938 ,Btuh Internal loads = 230 Btuh x 13 people + 2990 Btuh Infiltration load from Procedure C + 3240 Btuh Equipment sizing load-latent = 7168 Btuh "Construction Quality is: a No. of Fireplaces is: 0 I Printout certified byACCA to meet all requirements of Manual J 7th Ed. AMAt w, rightsoft Right-Suite ResidenbalTm5.0.14RSR20780 2018-May-2010:52:38 C:1MyDocumentslWrightsotiHVAC1CL HEAT CALCS.rsr Pagel L e ® �,g�" CALCULATION p �p w� a B �p .%t RIGH Y mJ CALCULATION PROCEDURES A, ®y Cy D ZONE I 3 CLIMATROL HVAC DESIGNS I Job:CL21000ASTAL 5-20-2018 PO BOX 35,DENNISPORT,MA02639 Procedure A-Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.5 ach x 10584 ft3 x 0.0167 = 84 cfm i 2. Winter infiltration load 1.1 x 84 cfm x 60 °F Winter TD = 5564 Btuh 3. Winter infiltration HTM 5564 Btuh / 248 ft2 Total window = 22.4 MOM' and door area Procedure B -Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.3 ach x 10584 ft3 x 0.0167 = 48 cfm 2. Summer infiltration load 1.1 x48 cfm x 13 *F Summer TD = 689 Btuh 3. Summer infiltration HTM 689 Btuh / 248 ft2 Total window = 2.8 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x28 gr/lb moist.diff. x 48 cfm = 904 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load i 1.1 x 0 cfm vent. x 13 °F Summer TD = 0 Btuh Sensible load for structure(Line 19) + 22771 Btuh Sum of ventilation and structure loads = 22771 Btuh Rating and temperature swing multiplier x 0.93 Equipment sizing load -sensible = 21177 Btuh , 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 28 gr/lb moist.diff. = 0 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 904 Btuh Equipment sizing load-latent ; = 1824 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Printout certified byACCA to meet all requirements of Manual J 7th Ed. .�Mwrjg htsoft Right-Suite ResidentialTM 5.0.14 RSR20780 2018-May-20 10:52:38 CAMy DoamentslWrightsoft HVACICL HEAT CALCS.rsr Page 2 , RIGHT-J CALCULATION PROCEDURES A, B9 C, D ZONE Z CLIMATROL HVAC DESIGNS Job:CL21000AsTAL 5-20-2018 PO BOX 35.DENNISPORT,MA02639 Procedure A-Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.9 ach x 15267 ft3 x 0.0167 218 cfm 2. Winter infiltration load 1.1 x218 cfm x 60 °F WinterTD = 14381 Btuh 3. Winter infiltration HTM 14381 Btuh / 641 ft2 Total window = 22.4 Btuh/ft2 and door area Procedure B -Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.5 ach x 15267 ft3 x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 13 °F Summer TD = 1781 Btuh 3. Summer infiltration HTM 1781 Btuh / 641 ft2 Total window = 2.8 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x28 gr/lb moist.diff. x 125 cfm = 2336 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 13 °F Summer TD i = 0 Btuh Sensible load for structure (Line 19) + 56262 Btuh Sum of ventilation and structure loads = 56262 Btuh Rating and temperature swing multiplier x 0.93 Equipment sizing load-sensible = 52324 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 28 gr/lb moist.diff. = 0 Btuh Internal loads = 230 Btuh x 9 people + 2070 Btuh Infiltration load from Procedure C + 2336 Btuh Equipment sizing load -latent = 4406 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Printout certified byACCA to meet all requirements of Manual J 7th Ed. wr1g htsoft Right-Suite ResidentialTm 5.0.14 RSR20780 2018-May-20 10:52:38 ,4C A C:1My DocumentsUrightsoft HVACICL HEAT CALCS.rsr Page 3 RIGHT-J MULTIZONE A,B,C,D PROCEDURES REPORT CLIMATROL HVAC DESIGNS Job:CL21000ASTAL 5-20-2018 PO BOX 35,DENNISPORT,MA02639 Procedure A - Winter Infiltration HTM Calculation Air Changes per Hour x Volume x 0.0167=AVF AVF x 1.1 x TD=Load Load/Area=HT M ZONE NAME ACH Volume AVF TD Load Area HTM (ft') (Crrn) (°F) (Btuh) (ft') (Stuhifl ZONE 1 0.5 10584 0.0167 84 1.1 60 5564 248 22.4 ZONE 2 0.9 15267 0.0167 218 1.1 60 14381 641 22.4 Entire House 0.7 25851 0.0167 302 1.1 60 19 445 889 22.4 Procedure B - Summer Infiltration HTM Calculation Air Changes per Hour x Volume x 0.0167=AVF AVF x 1.1 x TD=Load Load/Area=HTM ZONE NAME ACH Volume AVF TD Load Area HTM (ft') (cftn) (°F) (Btuh) (ft') (Btuh/ft') ZONE 1 0.3 10584 0.0167 48 1.1 13 689 248 2.8 ZONE 2 0.5 15267 0,0167 125 1.1 13 1781 641 2.8 Entire House 0.4 25851 0.0167 173 1.1 13 2469 889 2.8 Procedure C - Latent Infiltration Gain 0.68 x Moisture Difference xAVF=Load ZONE NAME moist.diff. AVF Load (grnb) (drn) (Btuh) ZONE 1 0.68 28 48 904 ZONE 2 0.68 28 125 2336 Entire House 0.68 28 173 3240 Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load 1.1 x Ventilation AVF x TD=Ventilation Load+Structure Load=Total Load x RSM=Equipment Load ZONE NAME Vent. Summer Vent. Struct Total RSM Equip. AVF(crm) TD (°F) (Btuh) (Btuh) (Btuh) (Btuh) ZONE 1 1.1 0 13 0 22771 22771 0.93 21177 ZONE 2 1.1 0 13 0 56262 56262 0.93 52324 Entire House 1.1 50 13 715 74147 74862 0.93 69622 2. Latent Sizing Load 0.68 x Ventilation AVF x Moisture Difference=Ventilation Load Per Person Load x No.People=People Load Ventilation Load+People Load=Equipment Latent Load ZONE NAME Vent. mst Vent. Pers. No People Infil. Equip. AVF(crm) dif (Btuh) (Btuh) ppl (Btuh) (Btuh) (etuh) ZONE 1 0.68 0 28 0 230 4 920 904 1824 ZONE 2 0.68 0 28 0 230 9 2070 2336 4406 Entire House 0.68 50 28 938 230 13 2990 3240 7168 V -jghtsoft Right-Suite Residential TM 5.0.14 RSR20780 2018-May-2010:52:38 ACCA C.,Ny DocumentsUrightsoft HVACtCL HEAT CALCS.rsr Page 1 i< The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 www massgov/dia NVorkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):Coastal Mechanical Address:299 Whites Path City/State/Zip:South Yarmouth, MA.02664 Phone#:508-737-8747 Are you an employer?Check the appropriate.boa: Type of project(required): LE]I am a employer with 20 employees(full and/or part-time).* 7. ✓❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑✓ Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole I L❑✓ Electrical repairs or additions proprietors with no employees. 12.[2]Plumbing repairs.or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13 Q Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 14.❑✓ Other HVAC 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4);and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees;they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees: Below is the policy and job site information. Insurance Company Name:AIM Mutual Policy#or Self-ins.Lic.#:MKLV1 PBC00.0152 Expiration Date::01/04/2020 Job Site Address:200 Main Street(Route 6A.) City/State/Zip:W•Bamstable, MA 0266 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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 ofup to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify underthe pains and penalties of perjury that the information provided above is true and correct Signature: 9 Date: Phone#:508-737-8747 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: .` �' •,, y � '+• • '"`> �'1 -',\ w a..�a'�•" - - .. ,,,` "� ^°✓ we.f�"'' p„ '•� r.+rxrp' f�.!•T .. Svf �"!� � 'i :� ��:.' t � .•.l '�• > 1 � 'q�. Y+.s r,�t�•1�..1b-c�+`t✓,�v� - �L'�,�;r ca 7 ,y� �rJ. �,, �{,� h 4 .`' ' I .♦. 1 `C r,J.r.Y �v�. '+'use a.•t:. 1 .4 �;iY ,�i 1 l � J f .�,a• y.. 1�ti .,✓ H�,c�� •, ,, ,s�r�y- ,� off, s� - � � � � i w••. 1 r b.� �j. -'�': t✓i r sw ve`"!• 1 G ✓�•:•t g �•: 1. a, i m • y i ,� . ray t � DIVISION OF PROFESSIQNAL LtCENSURE SOARD OF FOLLOWING BUSINESS � PLUMBINGCOASTAL TES STH • -801 f ' 72 NOW ' nationalgrid July 24,2018 John Cabana 200 Main St. West Barnstable,MA 02668 To Whom It May Concern: RE: 200 Main St.,West Barnstable,MA 02668 . This letter is to confirm that there is no live gas service to the above property. I can be reached directly at 508-760-7439 should there be any further questions. Sincerely, Ellen Whelan Gas Connections Rep National Grid 127 Whites Path S.Yarmouth,MA 02664 (T)508-760-7439 O 011 RV®U RCE We station Drive a Westwood,Massachusetts 02090 ENERGY July 16, 2018 John Cabana 200 Main St. W Barnstable, MA 02668 RE: 200 Main St., W Barnstable, MA 02668 Dear Mr. Cabana: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 7/16/18, the electric service to 200 Main St., W. Barnstable, MA 02668, 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, Ms. Jur lew' Electric Services Support Center. i r, h, 247 Station Drive, _ E RS��' Westwood, Mjs?,„-,;hus6tts 02090 EN GY July 16, 2018 John Cabana 200 Main St. W Barnstable, MA 02668 RE: 200 Main St., W Barnstable, MA 02668 Dear Mr. Cabana: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 7/16/18, the electric service to 200 Main St., W. Barnstable, MA 02668, 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, Ms. Jur lew' Electric Services Support Center The Commonwealth of Massachusetts IjON"Deparfinent ofjlwdusA•ial Accidents >' r'~ Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizabon/IndMduai): Address: c2 0 MA,c4 .fV% City/State/Zip:l Lolf- tem l orate 94 Phone#: -rO f 1-21 --7QO T Are you an employer?Check the appropriate box: - Type of projecf(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. 0 New construction ,qmployees(full and/or part-time).* have hired the sub-contractors 2. I am a sole proprietor or partner- listed on the attached sheet. 7• Dl�modeling ship and have no employees These sub-contractors have g, j! emolition working for me in any capacity. employees and have workers' 9. Building addition [No workers'comp.insurance comp•msuzance required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myselt[No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c.152, §1(4),and we have no employees.-[No-workers' 13.0 Other -— comp,insurance required.] *My applicant tint cheeks box#1 must also fill out the section below showing their workers'compensation policy information. 1 t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state vIbetber or not those entities have employee& if the sub-contractors have employccs,they must provide their workers'comp,policy number. . I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information: Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: 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 insurance coverage verification. I do hereby the p ' and penalties of perjury that the information provided above is true and correct i Si e• Date:Phone# 1,ok Z9 9�l Offdd use only. Do not write in this area,to be completed by city or town official City or Town: , Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector. 6.Other Contact Person: Phone#: REScheck Software Via rsloh 4.6.4 CNJ/ Compliance Certificate Project }ay Cabana Energy Cadetr 2101S we atxatiion: West 8airnstbW.Mtssacituseatt:6 CAsagrt CUM Type:: S"It'.f roily P+viect.Tyvc New construction Crmd4ioned floot Area: 1:7"ft7 Glazing Area 21% .Climate:Zola: S (6137 iifl0) �craniG date: P*M*Number: Construction Site: Owner/Anent: Designex/Contractor 200.main 6t w barnjtAthe.MA co+,"wvc, Lik 41i tcw uwx 2Wr7 OM No( tothat M,-rnaczr ata+te c}xeoe'r aneeit»Rs�Kt:+ri=�eet.or��cPe�rNfa,o�rWc�.. 36 0fiei5 PlDr s�rcr ars<ry"zaetug tP<�i'py N9@ Gr cfiu aJrsmatq s�:xrarr�,+rf .4gMt. EaYglope A5SejXjWjej Celting 1:Fix Coift or 5ctssnr Trims 996 40.0 010 0,026 2.6 Celkng:2:Cathedral CeRirag 778 0.0 30.0 -0.032 75 Walt 1:What Rr4me,16,O.C. 2.605 2110 DA 0.057 1:16 Wfnoow 1:VinyUFitwrglass irantebbutge Pang►ivt Lq*,E: 331 0.2". + oOOr 1::Solid dp 0,180 7 tJeTOr 2i Gtass :e'05 0.24t} S9 F OOr 1:Al1MOOdOistitnt Over Umandhioned bparir 1,764 30x0 0.0 0.03) 39 Cb?TWaattCP,Staftr wit 'Me proposed tw4dtnA d1e�desaitet d luvq is cons 5tefit.wItit the btiiMiM pls K.Wcdications.and a.4he?r ratc4avans suter*fted with the ;sarrg"it„uPtikV000-7tae Pr*P"Od 1ur:tOkV hos bVtn designed to Meet thtt 201 S MCC r �irw�r erg s in REScheck VeeMian 4.6,4'and to COMOiy with the n7aAdat"rba�, a I" aid VR the RESc/efk bwpect"ChKktast; tdartte itll -0 re ' _.. 0a Pr�rjr"et-T7Tt }ey Caa��r r Reaort Ote 08116/18 Bata fle:affwl Urst d4fr Page i of 0 REScheck Software Version 4.6.4 Inspection Checklist Energy code: 2015 IECC Rettuirements:0.0%were addressed directly in the REScheck software Text in the"commentsiltssumptjonv column is orovWed by the user in the RESchetk.Requlrenwrits screen.for+e4fh requirement the user certifies that a code requirwiwvt will be met and how that is d(Kutrwnted;or that.art exception is being ctairns;�.Wtwre compliance is itemized in a separate table,a rel Erence to that table is provitiml. Section Ib%P - ltewiew Plaint Veftietl rkerid Wdril9ed tasapgesi 103:1, Canstrutilon drsw�ingsJ; g tJt brrtpties 103.7 oocvrnentotton st rnonsrrat¢ C300en Not (PRIP *O&Vy code Compl'iAnet for the f7taot otservabie 4 building env>aat*.TrsefnW #ny/,'IW repres+sntod an d _ canstrucOon documar+ts 103.1. Construction drav and ~ 1000mp11es 103.3, documenwipr+ wv"e °- - +; co Net 403.7 +et y cwee f-*rnAianc a fix jlPR3P logMi g and rnKhiracO systems;. ONot ObservaUe Sydiwns sMing nu*ipir $Zs1gt i4gptic+ria3e dvm*q: MaO demonstrate CarraTiOMKe with ttse iECC Cvmmerctat Provisions, 3oi.1.,. htiE aril Coot+rrq egi,tpment:s Heating heating, { C�arnpiles 40311 %road tom'ACd',A ManiiO S bo"40 t3t1+M atulhr Ober;Not (Ml1 on loads cakvbt*d var.ACCA coo" COCA". mkt Observatfie Mam al J or other methods otujhf-- atutfir� ... a�rn7vea by the code ofnciak ONat.AoprlicaWe Additlo"l CamsftantslAssusnpHonai iTt 114 ItnpBci mer 1) 2 Mednxn Impnit t r 2} mA ^ ^ t zrw lnlpe Ce{1`rEf 3) Project Me:Jay Canaria Report date: OW6/16 Qat-4 filotti mo"Untttwdsck Page 3 of 9 r�� yy .�^wrriK^t.R^•T�sa-.w�s'V.*�.Nn'M4.wy.y.�. ax^•, r. Nr�""'ua .Atsma�++. i�ffrNOf� ` Y �Cr� �.,�yp ♦ ��y._v yam,—v,.��..) �y�y� •.� S P.i6CIMfAiKi,�A -•� e+����•Z'=.� .._...4SiY�lttiii�i����Va.Ra � l {} . 1 h Qt9t8CdVe COWW tQ iS inSWed to t1CQrrir>tif�s EPCY2� <'Cmtect exgosed etted":I Elation :.t *and exteods a rMN.Mv )of b in.bekm nldw t low Appoobto 4034 f `Snores-ana ice-meld" stem��sy rkrtsis mm f$"012;R'' 'Installed. �)i}oesNat ( ©toot Qbsowable.' tC y • 1 MxApplic*b1c Addhionai Comt+toittsll>surttpbarss: I r 3 t�Hiyi+tnnpact C�ai Y j Mc(4rv�++i�"wo,ct fi tc 22) »l.f aw empart iTk+�ij„ � grolect Tole:jay Cabana rt date: MUM Wtta fylena :t31ttRIed,t4m. Pag0:3 of o Y 'annP�8di1r1lP .a �,r�t>n1J�ktk�w�s bD2.1„1. Ooar t3lopr �»�'� u' Vt} Cnntpligt, S @4 sremt+iecs dD2_3:.$ ODtPes tMt tawe(or V44A*S. (�1)t [Not Ottef"ble I:.�»t Ap�Lable -0421 i, 'G&7Iingil�tacZclrfarea-wesg8atad�..w�,:,.... '".�'.~�U ...`• _ .___.��C.viaiplics �ttx+�++v �s t402,3,t, averagoy, CIOOM Not: tattte rot Vdkmt 4p?;3x3, 492.3A ptm Obaemabie 44}2,5 Q).#*t Applicable. IMP IPR41= sr$determined in ao;r rdan,a with the NFAC test pvm.eedurk Gl' Agn from We dtt1 tabie, « DttoC�03wr;8rYvayble aD2.4.1i ;Nrbbrrlerat}?ttfxnrstbaef (FRt3J' :kLub ird per indnbf6Mrers rt , '< r« n),li®5 instructions. R "'a Clrioes Not abl e' not Ap C ble 4, 4b12,4:3 fenestration thtst is not sloe txrdt �S Wit I) 'is lixtW and labeled 7rg n etsng - "1 OtIoes Not tar rf2S tetfiitrnn ro timtes pt�r Nfl = 9 ° CINot AbservabM ,400 W9 do not mrcgeo i � �zodr � ' � � Ors Apmlreab€e ON r , �6�°�"IG�rate6 tet�Srd ilgAti»g ltiatiJr85°�� Y "'° � ',��` � ��� � ��` t:�COmptal}s: f �._...�.•_,�., ,.. ,r.,�,.,,;,. 9 oNot Cose(va ©Nbt Applic bf.j7 R.121 :irt;4ktaed a-R4 w#tre MKtAI. 1 ` cS N 3 Inchew in(Iiia 9etet and i � <Tra Vt. R 6 t+aArre c 5 inthrs..5upMy and " «�{ �CINOt Obxery restUfn darts:in pdrtipn6 of T * * ;" O"ApPlICAWe thet�njl�sulat ���^"pa��� f 3 irarhes in d}errsaxts!r, ° eD3:�.3.b .$>tng LBvttSpS ere noYUSE�84 �� ".•��i�`; "^tlucts "" �osnpii�__............�, _._.... _._.«. f dSY ^ tar'ptet►t�rns, i* a�' •,,y��� �5 ' "� 1 C00 N QfttObSenretsle ❑Ftot,Applic Hulas n-r _ D .- HYAa1v051' orchyed o lVi� R. M Complies mod. �'abov 'rf or c?tWpd fluids -""""°' below 5S irF are insuiated.to•xR-• Ooev,Not, Qbser+rab40 a 3.3 1 pr ctortion tit ifuul �t*M on NYAO lra�dit •vs+ing: ��a � �t '& ��` ,�-: C�cmptces �.., Uvoes Not �` � � . 'FIpt c7+oserwatJlk 403 5. .* ;Ho via'teir pipcs dare�nstttattad rA R« R.. O omprf t( Lames 1W a. ONO.OfteMclbo2 AIOI8 , AJUro aoc or iftwAty datrbjrt:! 1i9,.I� ltettd on all tsttgdoor ati bftekes and exhi ej%s ��s Not f-ttos Appikdbte 1�ttl0b i np3Ct tliar 1} 2»Ndpd2a-T tmg;a t i TTa., i t anw tfnp4xY f iier 3}. Pro"rccTOtfie:},p t a0ah� Rejott date: 08/16/18 Oda fiwname Untitied.rc Page 4 of 9 Addltlonai G'omm9nWA.SSUMP44am- 3 1 ►�a�l,lthg8ei;liar a".�.�''��M�HiNm mpsct(F'rEr 23 �1r4Y�tT"�u 3) data�iEenaa�v�:Untlt i2t9,rek . Af ort date b�/1f I8 Page Sot 9 „ra.s � z Y F �Il3Pj9C @C� i•l3tit8�1y'�� +. - < .r.{a .�”"', �* ,•,,- R '�" -y Y 'jL '}OItOtt i' Vyl�tldR •�'•� �"r' �• !' i $t'C�MIMtW19{'. ALM wtgalsed Mssutation Is tabejW w"""" -•'" w. _ _.. €Uii3)i *' Ar N►t nstaa.d tt v tms a ' JGprt�plies .7t)oft Not' ay.prutAd�ed. a r Xt k r ONot Ot35trvabter d02] 1. FFoOrk a2t0�R.valuo.� q- ft• ( COtttpiirs. ___ yertfseFnwNgp►A-,PQtvf s 402.2.6 VNt1r Q wood 0 wotw ODoes►tot., tisb+rsor uar�,�rs 13 steel 1 Stee9 riot Observab4k. Mot AppiicaWe " ....__ 303.2.€#ppr irtsulaiiarr insa{Oed perq rw M 402.2.7 manufacturers tnstructjurvs ant[ io[I"M21 ih SubstafAW"mtwt with MerOnderside of the ujbf w.dl no(w = `,r � �� � � ONot Obseivable frarniv Cavity ktauutio"is in »N y # `ONot Avoicable Cwtacr wttf'i the top Sk*at , Shes$]ti(W%,Of COtttiftOU, 'irlSUIStion is U4ttM*O ort the UuifCf5w a of flow I.rVI ry and - eax��trom t m.b rWo n to ttvr P ilggr trarsung 402.1.1, ,Wa wnuletiOn R•vO� .tr this is a R_ -_ �Complirs .Sex ftaG F+ "dapt lisS cr� 402.25, mass w&11 rartlt at eaSk r1i Ot t?te `0;#beet C]Wood ❑Ones Not tit'>Iu er�Fxx 402.2.E waU irdtA twn on the wall IINV e-19ar,the.extedorirtutvion Mass { Ipass 040t"lbsivvablt 40 rraQMJIe�look*,(FRIO). Steei rj S1C,.j (�NoC.�pbl'Kable �o aY'�"Wadi tv�utat:ion i��rutatted Der' �.�a°-�'�.,* � �•� �» ;~-~• x �`lc.:h*plies it?d+l.l' manuiatus3iw'sir+st9uctlar�c. r' *I`�js 'ic � t OtDocs Not , YW Observgbl'q ONot Appffr4ble AddltiOn011 COfg3pD@31U1A&SiimPt1E1*nv i High Impact Crstr.11 Z itQdium Iri l _ _?gse+ct i rrer 2i 3 (Lr w tmpxCt i•P *3a w. �. _ �..»,..�. Prnjett 71ft.Jay Gatanb Retsoft dale a fX 8 Data f►lti'tl6ow-Urrl iled.rcik. Page 6 of 9 r �fl2.t,l, .Ctdlr►pinsulationR-vove. R 3t rOCOrnPlies Ste If*fft*oo ASWAWO-s a02,3.1, rater ro+ its 0 Wood j] Vi*od 110M Not 402.2.6 O Steel Q Stee Otunt c t"Wa6k (EItP ONat A005C ANe 303.i.i.t. t eiArtO inuu ation iirrs i{ed 303.2 rwrlActuree s inctnrCrtons. a PUP ft'kms Wtian rts:�ltied m+�xy �� ��! �$ ���' i`�i� jot O3rsmabie i02 2 3 ,Vetittd attics with a+ r3►exblts } i r F7e+ 3 Ocofnpiies ( 1 1' �"`-:iltsutrttran in>fiuc1R baffle adjsctrni }� «,z. "s 8 '0 ;t "to Saflli and"v�e vetlts that � �` � `r `�CIt$ot Obs�+rvltbl�a BXTEfSdS MMf i i X, OCtilpiitc ,.... n02.2A ,Ftttt access ha'tCtt and d0or (f131� .IrYpliawn SrRtialaiq 1W the - des Not ntiiaccrit a,s xribiy. Plot Obzervabie Mat Apoir-#.bie 402.4.1.2 MOW"door trot 50 P c� � i, 5 �_ 1ktGit 50� E�C.nmpiiq� (rlt"1(t ach in Clam?tans 1i-Z,and Oboes Not —3 ath iin Ointtaie 7.on"3-s. ©�'Obstr+vmbla _ ___ _ Ot�ot,iDpllCabte 4011,3 t2uet tl htn p tlttitt!ntna5ittt8t+.+a ��c�ettf100 e.fsn110fl ^ (,�C'omprEes (rixi, CMV100 R2 across Mt Systrm or � ii`� �}aea Not <-3 chN100 W without air ;tMrAet 0 29`Pa,;:,or tough-in y��� of Obsetvatite tests,'YeVCat0n may fled to CNOt Apykable occur ding Fcmwftg fasoettion. 403.312 Mutts are pre.sam basted tb �•_��derfloo cfrrVt00 W_ OC*,I vv s [Mylt detm+inealr"kagewith Oj3rpcgttdL eit4w-itakigh-in test:IcAat l"kne ntrasurad with a pfJat Ot►Setvabie Pressure arerentiol of 0;1 i(kh Otot Apocable W.O.acrttss the system WKludbty the mmnufa Aw,*ir''.Ak ha a131er > erodot+tte if installed at time Cf teSL:Ponca nstAiction test:,T" leakage"umured with a ;iirC'S um,dif n4itiat of 0,1'inch ;w.g,across the entire systery itrcfiTc mg the mam WaCteP eS.air h,an,*1 erxim". 403.32.1 AirhanoWletrks4e de good x jt otn ics _ (F12411 by manulactwer at c—Z%Of INSApplicable Aii3.1� Fpr(tgfdMrYlatfl0'th9fYn13ALBt: ...�. sy"�y'~i`z 4 ;,'x�yt.',f+,��} w""'•"'.^"'^'- ___.�._-. .......... mop `in.talted forc4orrol of p±imosy ,x rx e ,t^ Owes Not. i-ftlly$St.by rnanutalmurer to a `• �" r k + '°Ot+tot Obse13r8bFk .'�'�rad�rstMctcs_�xns� " '�^i��.g ,°;�.'o � �`'.t;c y��O►�Aoi��'+�► .�... 4513.E ,{titerpunt0ther+t►osiet.abed ti"OCam Pha tt�15i3 # #cart pu t i „& S Not. QWotObset'wabie lot Rpt'ticabda d© < 'lt i Ot-Cuating Ser vke hot water (pit 1 je,.,; systems have automatic or t " •, r `©tkse�tica �,a. BCCCSSd 4 manual con"S. »}^^'y t .,.a`" �' "" 4 ' : a.Sr r c a✓ xx (�1JGtt)3�e1+8bit! ..a 7,.,r, %Cs "w,� OMat Apoicable' � o . ��Niq►�nspau ttl�r_1) �zµ?+t�diuns IfnpaCt tTber 2) .�.t.awlm�ce trier 3)-r Picjet�Titic )ay C640,1tu Re"ri date: t38J16n8 Data Etio m&Um*W,k saga 7 cif 9 I Y���iit� ,fdi7d 3•tt�p�OSS Ptt�n� � :� �ba »�, .' - i�-.� � �.<,r�.+"..+Ly�i:"�'`"'.7.,�.:.�+i:.+.`.ww`��`,R•i�.4� t;,� '�8#��� �, Z Vdiltt4." y{ ,. -�011�llf�����'l. -�N` �L "„ s2�`'J:�'""` �x ��p,�"k.: g� ,All mecfianiCat+r¢riii9atxasn system�; 'te lornpltvt3 l SYr 'i :fana nat pare o!lattitod a d;tisLea2 yg a�MDi tt��...-tI�c equfstrfYwth If1"cat s.r '�,��aaa+d Bir,PfOW 1�rnr : ,�,�� �`'�� ,T .a3�``t •' J�lattt3�se+v8ble AppLKabi@ 2 �r'ribot1.48W boam3.aup01Y<r►U>iteuiL� il~t r i3wough wie asv 4w 0 prpe A282+nU o 3 s e Mot nab*?� w'`'`r•Y51r1fPf8 PkDV2 WkCt�OiDf 5@ZfIBL.II ��' y ' ��" i�.�k�'� .r ,x C4FIIf01 i01oYV�!bollCr giftNr' w:v �qv, °S rJtW.,.,FtfY6k .. � "le i l t@ttlpCrALUt�be35i -"Put �br 4 Y ' .. t+v rry,�x�tAr[1>x2r$tUrC - 4p3�.1 �cnrxt�i vroter circulation sylvtom � (FLTit{�71 ►�avf a C ftulat+imt pump Two r �` ' sy--M rntum prpe;�5 a dedreo icd� � ` , Cl<aaxs►Eva ° reel"pf"or i!'r gatir. CS 51P, a Qf2iQty gnat ttatm,�,oy , :x?PDlici�ble WON Clrcrdel�l k\�h ..,.g*xR��i�vMWtn,,>s'.:7cW.���ga xr•�., ay�, � $�� �7° .'�"J � ,. ��;pumps..>tmit t3�g p With s�inrai .. $ �kq , � ti »�3 �r t iw w tCY demand w",In tbE 1 t oCcgpancV an PUMP x itolRaMrai y tvlxi E PUMP ''�`X,"'' �'tti:t�cL.,etttemper>iirsi`eanrt � �� ba3�y z�Elern�c fi dro �ta ; � • as!tracw:sySte�c+x e"a �rcmmptren ": alkally �p oes Not Y' ont S di�Loa» alert ttie cncr9y rL to ttne ClMea Obsa!rva,bias A 'ifiydLtY'V[1it!)t0 nt&zrttabaRtfio ' � � t4aNt kppti��tg: x r r a, r+rcP water tginraturc>rt the x� x. 18i3'3r ,Y alL�t--ar dib�ay r�i systtrtsx that s� yy t t7l�ornpes r ._, . lld+1 !Wrc rea.lRtsrtaMrnyimR©S Mat +Q `k` 'irk f N, r,�;.i�rrtRp wBiIr°t'nprri a li2a�ted dater ��r � � � •�� ' ' 4,.i, RlAwply ploe back to'ttxt he&t.W pliot tbsmabie . � �waWr source Lhrou�th a celd x =� 4f � ���=�ar��E d�lot ap�YczYiYlc ��r=� aaaterslr�rpiyF�{i�ivea � '��.� � <SY`bieme.NMPS n3VO Irr4,ffi'fot$ ,34} } •a34 v t;, ' .,w'rttGr pipl(ig to I04mOnjariceeF ta�acd an 01, � ` r• . M pQPSS 1?tain wdtcr tie aL k t' " CoKery: a 3sifrsf ° u 3jttat AppNCa01e o Y Ss� vo stiawv -pntBbtC watC* r w;t«��*�Siaie pre85ttYe boz+�m�.dxa+n wratPt •��� �r �'� ��� r���� � ��tteo5 rcawi�ry urn)ty 2 psi.tar l`,,:. ���Uttli+,•�asat u�m conne�cte�a Lc. �� '�� t,, �"i��`�;�;a : ' ~<'�, ttiiL'i:iu AT�t1Ey SfiUYti jY �'� . E4A�_1 ?9�,tstlamp5 in pt�ignFanemi � 'g' S ~ � � �[]C,orngs�sex t � . IF161 PizturoS or J591,art pcKrfrarsrtit: t �r F Y �- fi><tura�fin»u t}�Iti ettlCacp tamps � '� '" a , , , . D9ez npt apply to lo�ro vts �, t� �t�Ob�.,�a+pb;e . , , ,,.. li , �TLL �t� � �^ s•� # iotRppircatrt� at04 l D Pvei ps5 trghhng 5ysiem tusvii � � ' 3aarni5iic^z . Ff � R Crarrh uCUS 066e$Ntit illrgh kiri' (rrr.ll. x Mp sm In ta�cc fTtar�► $}t ro+Impact t t1e_r�) HBO Kt Tl»°sJ�y yC A tk date: (t81 5,t1i iU-a fijesa3mC ltritttled rck { I fhw* provftkm era v Value valwc ? 441.3 C"044 rare r--U* *Gusted.� � 4�CorrtD�its ` L Obtervabie 3011.3 mwKg4Ktur&ma,xgb for ._ .. .•OCOM40K tr�lsls meow"and wattr htBtmQ Cliaoes Noi systems hs"beam Vaw4d". [apt Observable _t3Ner�lic�ir AWluonal CammenWAtsu►ptioas: I 't� frttasM 1Tinr 1%_ i �a&aurm a t+pac4ti �r,it I l',w;T firtrjcct .fayCet► rw - Reporttl�t : tJ81ib118 OeW filename:Untir#ed:rrk Page 9 of 9 2015 IECC Energy Efficliency Certificate A Wall MOO 8etowr Grade W44 0.00 Floor 30.00 Calling!Roof ey 00 Ductwork lunconditi d spades): Window 0.29 Door o.29, Hoating Sys tjtn:. Cooling system.;. k._ l�noe: � gate: I f4 ToWn of Barnstable Regulatory Services Richard V. Scab,Director. Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable-mains Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby,authorize d Je ' '��o✓� to act on my behalf, in all matters relative to work authorized by this building permit application for: a oo N,4ir� -97'- w�rT' 0 z G (Address of Job) **Pool fences and alarms are the responsibility o e onsibili f the Pools a are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. 2 i ignature of Owner IS ignature o Applicant Pant Name Print Name JAN092018. ZDIF TOWN OF BARIVS7AB fL. Date QTORMS:OWNERPERMISSIONPOOLS Town of Barnstable Regulatory Services 4 tHGE tom, Richard V.Scali,Director ti Building Division, r s�tvsrwsta. Paul Roma,Building Commissioner MAM �► s639W, 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number steel village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: I city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(s)who owns a parcel of land on which he/she resides or intends to reside,oii 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 Hermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with,the State Building Code and other applicable codes, bylaws,rules and regulations. e $ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION r � 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 lackof awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities.require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page 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:\WPFU,ES\FORMS\building permit forms\EXPRESS.doc 0620/16 inghouse,Pc P.O.Box 182 �0 56 Mashpee,MA 02649 Phone: 508-221-2980 structural design Email: jensen@inghouse.net ingenuity Web: wwwinghouse.net inghouse project ID: ING18055 May 10,2019 Jay Cabana 200 Main Street West Barnstable, MA RE: Exterior Deck—Connection Review Dear Mr. Cabana: We have reviewed the existing conditions at your new home's exterior deck connections on March 27`', 2019 and have found the following: • Ledger connections via. (2) '/4"dia.Timberlok or similar screws spaced at 16 inch on center with full embedment into the main buildings rim joist is adequate to support the exterior deck joists. • The approximately 2 '/4"gap between the main support post(p.t. 6x6) and the end of the exterior deck supporting girder beam can be connected via. an anti-corrosion paint coated, steel angle (L6X6X3/8 X 5 1/2 " long), which will be thru bolt connected to the 6X6 post via. (2)- 3/4" dia. hot dip galvanized ASTM A307, Gr."A"thru bolts, and via. (2) 5" long Ledgerlok screws to the underside of the girder beam. Min. 1 '/2" dia. washers shall be provided on the wood side for the through bolts at the post;typ. Note: The new steel angle will serve as a seat connection for the adjacent girder beam end,and transfer its loads to the wood post. �jHOFM�� 2� I y y y �o TARS JENSEN Ve truly ours o STRUCTURAL No.50602 y INGHOUSE ��FGIST Lars Jensen,P.E., S.E. o � OS/14/2011 Air Leakage Report Property Organization Inspection Status 200 Main St Home Energy Raters 2019-05-13 . West Barnstable, MA 02668 Patrick Daley Rater ID(RTIN):4988299 RESNET Registered Main St 200 Builder (Confirmed) Main St 200- KvpgxbV2 Jay Cabana General Information Conditioned Floor Area(sq. ft.] 2,956 Infiltration Volume(cu. ft.] 34,253 Number of Bedrooms 3 Air Leakage Measured Infiltration 1506 CFM50 (2.64 ACH50) ACH50(Calculated) 2.64 ELA[sq. in.] (Calculated) 82.83 ELA per 100 s.f. Shell Area(Calculated) •1.056 CFM50(Calculated) 1,506 CFM50/s.f. Shell Area(Calculated) 0.192 Duct Leakage System 1 System 2 Leakage to Outdoors[CFM @ 25 Pa] 73.0 23.0 Leakage to Outdoors[CFM25/100 s.f.] 3.4 2.8 Leakage to Outdoors[CFM25/CFA] 0.034 0.028 Total Leakage Test Type Rough-In,with Air Rough-In,with Air Handler Handler Total Leakage[CFM @ 25 Pa] 73.0 10.0 Total Leakage(CFM25/100 s.f.] 3.4 1.2 Total Leakage(CFM25/CFA] 0.034 0.012 Mechanical Ventilation Rate[CFM] 30.0, 35.0 Hours per day 24.0, 24.0 Fan Watts 15.0, 23.0 Recovery Efficiency% 0.0, 66.0 Runs at least once every 3 hrs? false, true Average Rate[CFM] 30.0,35.0 2010 ASH RAE 62.2 Req. Cont. Ventilation 59.6 2013 ASHRAE 62.2 Req. Cont. Ventilation 56.3 Ekotrope RATER-Version 3.1.0.2171 Al results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Home Energy Rating Certificate Rating Date: 2019-05-13 Registry ID: 065243757 Final Report Ekotrope ID: KvpgxbV2 57 HERS'O Index Score: Annual Savings Home: Barnstable, • ..: . performance score.The lower the number, West the more energy efficient the home.To $ 2,749 Builder: arn more, visit - . . . an average . • . Your Home's Estimated Energy Use: This home meets or exceeds the Use(MBtu) Annual Cost criteria of the following: Heating 67.0 $1,123 2015 International Energy Conservation Code Cooling 0.0 $0 Hot Water 10.8 $179 Lights/Appliances 21.0 $1,022 Service Charges $0 Generation(e.g.Solar) 0.0 $0 Total: 98.7 $2,325 HERSAndex Home Feature Summary: Rating Completed by: Mora Energy Home Type: Single family detached Energy Rater:Patrick Daley rrs 15O Model: N/A RESNETID:4988299 Existing 140 Community: N/A Homes „O Rating Company:Home Energy Raters 110 Conditioned Floor Area: 2,956 sq.ft. 180 State Rd Suite 2u Ito of Bedrooms: 3 Reference 5088333100 Home 100 Primary Heating System: Furnace•Natural Gas•95 AFUE 90 Primary Cooling System: N_A Rating Provider:Energy Raters of Massachusetts 1 8° 7D Primary Water Heating: Water Heater•Natural Gas•0.42 Energy Factor 2 Woodlawn StreetAmesbur y.MA 01913 978-270-3911 •o_ House Tightness: 1506 CFM50(2.64 ACH50) �, pyF' S040 This Home Ventilation: 30.0,35.0 CFM•15.0,23.0 Watts ® m Duct Leakage to Outside: 73 CFM25(3.44/100 s.f.) Above Grade Walls: PGUt��t�Ct2 (/ Zero Energy 10 Ceiling: Vaulted Roof,R-50 Home 0 Window Type: U-Value:0.31,SHGC:0.28 u Lessf—gy Patrick Daley,Certified Energy Rater Foundation Walls: R-12 Digitally signed:5/14/19 at 2:35 PM i • trop • •• • E w The • • • •. • • • • .•:- • t - s • der This reportdoes IECC 2015 Building UA Compliance Property Organization Inspection Status 200 Main St Home Energy Raters 2019-05-13 West Barnstable, MA 02668 Patrick Daley Rater ID(RTIN):4988299 RESNET Registered Main St 200 Builder (Confirmed) Main St 200- KvpgxbV2 Jay Cabana Building UA Elements IECC Reference As Designed Ceilings 54.6 55.4 Above-Grade Walls 156.5 158.5 Windows, Doors and Skylights 226.4 214.3 Slab Floor: 47.1 52.6 Framed Floors 20.1 21.8 Basement Walls 24.4 28.7 Rim Joists 7.3 4.8 Overall UA(Design must be equal or lower): 536.4 536.1 Requirements 402.1.5 Total UA alternative for insulation and fenestration 402.3.2 Glazed Fenestration SHGC R402.4.1.2 Air Leakage Testing Air sealing is 2.64 ACH at 5o Pa.It must not exceed 3.00 ACH at 50 Pa. R402.5 Area-weighted average fenestration SHGC R402.5 Area-weighted average fenestration U-Factor R404 Lighting Equipment Efficiency R403.6.1 Mechanical ventilation Efficacy Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met. R403.3.3 Duct Testing 403.5.3 Hot water pipe insulation Hot water pipes at least 314 in diameter must be insulated to R-3 at minimum. Design exceeds requirements for IECC 2015 Prescriptive compliance by 0.1%. Name: Patrick Daley Signature: YaliGC�2 %�a�e� Organization: Home Energy Raters Digitally signed: 5/14/19 at 2:35 PM Ekotrope RATER-Version 3.1.0.2171 IECC 2015 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Paling Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims an liability for the information shown on this repon. a e REScheck Software Version 4.6.2 Compliance Certificate P Project CABANA RENOVATION Energy Code: 2012 IECC Location: Barnstable, Massachusetts Construction Type: single-family BUILDING DEPT Project Type: New Construction Conditioned Floor Area: 1,786 ft2 JAN 0 9 2018 Glazing Area 22% Climate zone: 5 (6137 HUD)Permit Date: TOWN OF BAPNSTAE3LE Permit Number: I Construction,Site: Owner/Agent: Designer/Contractor: 210 MAIN ST W BARNSTABLE, MA Compliance: Passes using UA trade-off Compliance: 1.0%Better Than Code Maximum UA: 384 Your UA: 380 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Total Ceiling: Cathedral Ceiling 1,786 38.0 0.0 0.027 48 Total Walls: Wood Frame, 16"D.C. 2,340 21.0 0.0 0.057 102 Total Windows:Wood Frame:Double Pane with Low-E 220 0.310 68 Total Doors: Glass 294 0.310 91 Total Doors:Solid 42 0.280 12 Total Floors:All-Wood joist/Truss:Over Unconditioned Space 1,786 30.0 0.0 0.033 59 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. ucL - 0 __( IAI."P,o 9a �I Name-Title Sign ture Date Project Title: CABANA RENOVATION Report date: 09/21/17 Data filename: CAUsers\Fine Line Design\Documents\REScheck\CABANA W BARNSTABLE.rck Pagel of 8 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 CAJ/'' 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 []Does Not [PR1]1 ;energy code compliance for the 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]1 ;lighting and mechanical systems. ❑Not Observable ® :Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate compliance with the IECC Commercial Provisions. 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 Cooling Cooling: �g Manual J or other methods Btu/hr Btu/hr ;❑Not Observable approved by the code official. :❑Not Applicable ; Additional Comments/Assumptions: BVILDIN�DEP� _ JAN�9 2016 WN of gAP,NSTi�a�' TO 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CABANA RENOVATION Report date: 09/21/17 Data filename: CAUsers\Fine Line Design\Documents\REScheck\CABANA W BARNSTABLE.rck Page 2 of 8 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values []Does Not U 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. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ; G ;❑Not Applicable t 303.2, ;Floor insulation installed per ❑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, ;,Wall insulation R-value.If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5; :mass wall with at least Yi of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall [IN3]1 ;exterior,the exterior insulation :El Mass ;El Mass ;❑Not Observable c requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; ; ; 303.2 ,Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does'Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: BUILDINP TOWN OF 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CABANA RENOVATION Report date: 09/21/17 Data filename: CAUsers\Fine Line Design\Documents\REScheck\CABANA W BARNSTABLE.rck Page 6 of 8 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: BUILDING nFP� JAN 0 9 201� TOWN OF BA�t�►v5��g� 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CABANA RENOVATION Report date: 09/21/17 Data filename: CAUsers\Fine Line Design\Documents\REScheck\CABANA W BARNSTABLE.rck Page 5 of 8 section Plans Verified Field Verified # Framing/hough-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, ; I❑Not Observable 402.5 :❑Not Applicable [FR2]1 ; 303.1.3 1 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 ' ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ; [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 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:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 :Supply ducts in attics are R- R- ;❑Complies ; [FR12]1 insulated to>_R-8.All other ducts R_ R_ T❑Does Not in unconditioned spaces or :outside the building envelope are ❑Not Observable insulated to>_11-6. ;❑Not Applicable 403.2.2 :All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,and filter boxes are ❑Does Not sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not J ❑Not Observable ❑Not Applicable i BUILDING DEP-T 403.3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 QF or chilled fluids :❑Does Not JAN 092018 >_below 55 QF are insulated to R- 3 . ;❑Not Observable ❑Not Applicable BAgNSTASU 403.3.1 :Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to R ; R- ;❑Complies ; [FR18]2 >R-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: CABANA RENOVATION Report dater 09/21/17 Data filename: CAUsers\Fine Line Design\Documents\REScheck\CABANA W BARNSTABLE.rck Page 4 of 8 Section # Foundation [inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation UDoes Not and extends a minimum of 6 in. below grade. i❑Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not 19) ;❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: vw i • JAN p 9 2,n3'� 1 FFFigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Ter 3) Project Title: CABANA RENOVATION Report date: 09/21/17 Data filename: C:\Users\Fine Line Design\Documents\REScheck\CABANA W BARNSTABLE.rck Page 3 of 8 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, ; 402.2.E ;❑ Steel Steel 1❑Not Observable [FI1]1 ; ; ;❑Not Applicable ; 303.1.1.1,,Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ; ;300 ft'. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent []Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door , R- R- ;❑Complies [FI3]1 :insulation >_R-value of the :❑Does Not adjacent assembly. ❑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 T❑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 occur during Framing Inspection. 403.2.2.1 :Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design air flow. ; ❑Not Observable , ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. ❑Does Not leJ ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not 19 ❑Not Observable ; ❑Not Applicable j 403.4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not OEP� accessible manual controls. ❑Not Observable �`C3 []Not Applicable t```-Q\``► 403.5.1 All mechanical ventilation system ❑Complies Og [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy Jr` ��► and air flow limits. ❑Not Observable BPRNS ❑Not Applicable F 404.1 175%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not ® ;fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage lighting. []Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Ter 3) Project Title: CABANA RENOVATION Report date: 09/21/17 Data filename: C:\Users\Fine Line Design\Documents\REScheck\CABANA W BARNSTABLE.rck Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies [F[23]3 no continuous pilot light. []Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not U ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: O\N�,nFP e0v q r��` �001&a 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) f Project Title: CABANA RENOVATION Report date: 09/21/17 Data filename: C:\Users\Fine Line Des i g n\Docu ments\REScheck\CABANA W BARNSTABLE.rck Page 8 of 8 2012 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 Door 0.31 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments NSF 6P�w� r ` J �S AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 CABANA RESIDENCE RENOVATION 210 MAIN ST W BARNSTABLE Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 1 stories <_2 stones Q Roof Pitch ..........................................................................(Fig 2) 10512:12 Mean Roof Height .....................................................................(Fig 2)...................................................19 ft s 33' Q BuildingWidth,W...............................................................(Fig 3).................................................. 35 ft s 80' Q BuildingLength, L ..............................................................(Fig 3)................................................66-8 ft <_80' Q Building Aspect Ratio(LIW) ...............................................(Fig 4)........................................................2.0 :5 3:1 Q....................................................................................... Nominal Height of Tallest Opening2 ...........................................(Fig 4)..................................................6'-8"s 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. NIA ConcreteMasonry.................................................................... ................................................................ N/A 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. NIA Bolt Spacing from endfjoint of plate ............................(Fig 5).........................................12 in.s 6"—12" NIA Bolt Embedment—concrete.........................................(Fig 5).................................................... in.z 7" NIA Bolt Embedment—masonry.........................................(Fig 5).........................................._7_in.z 15" N/A Plate Washer................................................................(Fig 5)...............................................z 3"x 3"x'/4" NIA 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)...................................................._ft<_12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................._ft s d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft <_.d N/A FloorBracing at Endwalls...................................................(Fig 9).................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55) Q Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height �P Loadbearing walls........................................................(Fig 10 and Table 5)\ .............9'-0"ft s 10' Q Non-Loadbearing walls................................................(Fig 10:ndjj . ............... . .......18 ft 520'Wall Stud Spacing ....... ................................................(Fig 10 e 5)..... �0�.16 in.s.16"o.c. Q Wall Story Offsets (Figs 7&8).......... `NNok 6P �O AWC Guide to Wood Construction in High Wind Areas: 11O mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbeanng walls.................................•......................(Table 5)..........................................2x6-9 ft 0 in. Q Non-Loadbeanng walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing I Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11)............................................. ft ZW/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................18 ft z 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)..............................................................6 Q Loadbeanng Wall Connections Lateral(no. of 16d common nails)................................(Tables 7).............................................................. Non-Loadbeanng Wall Connections Lateral(no.of 16d common nails).....................:..........(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................3 ft 0 in.s 11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in. s 11' Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in.s 12' Q Sill Plate Spans...........................................................(Table 9).................................. ft_in.s 12° N/A Full Height Studs(no.of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'.8"s 6'8° Q Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................38% Q 5%Additional Sheathing for Wall with Opening>6'8'(.................................................. Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................6'-8"s 6'8" Q SheathingType..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).......................................................11% Q 5%Additional Sheathing for Wall with Opening>6'8. ........................ :......................... Wall Cladding G�... .0 Ratedfor Wind Speed?.............................................................. .................. .. Q f AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft s smaller of Tor U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)........................................:.......S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= plf N/A Gable Rake Outlooker......................................... (Figure 20).............. ft s smaller of Tor U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59)............ Q Roof Sheathing Thickness........................................... ...............................................518 in.z 7/16°WSP Q Roof Sheathing Fastening............................................(Table 2) 8d Q ABANA RESIDENCE MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOTEI PPLIES 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. .AII Straps per Figure 17 e. Corner 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. 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 7/16"and be installed as follows: i. Panels shall be installed with strength axis 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 BUILDING Or-p� JAN 0 9 201B TOWN OF BAHMb t r,v� AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so cMR 5301.2.1.1)1 �FT6 THB EDGE REM ON c 11 11 11 11 1 11 1/ 1 Y Id �1 11 1 1 11 11 11 11 11 11 11 11 I D 1 11 11 G 11 II - 1 tV o n 1-1 1 m u 11 Q 1 Q ii it m r r z m h i-i p 1 11 O 11 11 1 1,1 J 11 W li ii � 1 a iJ Q 11 11 W 1 I1 11 1 IJ r n n li n 11 /1 t i UOUSU EDGE NAILSPACM v' See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment Sv & SOWN gP� i AWC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so cMR 5301.2.1.1)1 a za I , , ?: + FRAMING MEMBERS ® ' i EDGE ff ERMEDIAT£ � I e 918' S'MIN I STAGGERED 3'MIIJ NAIL PATTERN PANEL PAN L WGE DOUBLE NAIL EDGE SPAC♦i•!G DETAL Detail Vertical and Horizontal Nailing for Panel Attachment I fr p BUIU) JAN 0 9 2010 TOWN OF BABivb K- Mckechnie, Robert From: Jay Cabana <jay@ridgerealtyl.com> Sent: Thursday,January 25, 2018 9:22 AM To: Mckechnie, Robert Subject: Re: permit application Mr Mckechnie, The space over the garage is unfinished storage area. Respectfully, J. Cabana Sent from my Phone On Jan 25, 2018, at 8:46 AM, Mckechnie, Robert<Robert.McKechnie@town.barnstable.ma.us>wrote: Good Morning, I am presently reviewing your application. I need to know what the space above the garage is going to be used for. It is not labeled on the plan. Will it be finished space? Once I receive your email I with this information I will be able to proceed with the review. Thank you, s Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601. 508-862-4033 i r y � �',��. r.mow♦ O /\ 1> V / N CD -V 6 N P 13 i 1 2 o � Z O rn to C < x�o m -+ Z4r- ;0mm �y Oo� o rn S O m �mv o o A 9-3 rn O = C N amvao �EC T�i� S REVIEWED T3 m SMOKE E [ 2ME! Df=T10 Q I� BARNSTABLE BUILDING DEPT. DATE S i ,o v m rn A.✓q.r� ~ m= o g c M FIRE DEPARTP`V9EAiT DATE z m v BOTH SIGNATURES ARE REQUIRED FOR PERMITI7NC, no m z a Z m m v p O rn m "' 210 MAIN STREET Z ode WEST BARNSTABLE, MA 02668 &£� > F"_71 Z W Sh 01 7 z WLFNE INE 1 A N CII IT EC TUNAS DESIGN eoe-oar-„n, uw,I.mN�u�Arun�wrmv..I� 8 r�T BAY ROAD.OBTFR•/ILLF,m MA O]g95 '> NOTES: Yi co O O N O H Q W � ® - - -- co Co Z Q 2 Z � ® ® ® ® ® ® ® ® ® ® FrTr N m 00000 oaaoo a0000 00000 W. ooaoo a0000 a0000 ooaoa ao aoo FRONT ELEVATION SCALE:va•=ro- Cabana Residence SO MIE DATES e DATE 5 � yiq - 11 FRONT ELEVATION %oT-2 GF ID A2 �4 DAP_'4.,M1 FI. FINE L I N A A C H I T EC TUN At 0E5I 90 4]0-129 vuw.PlnellneMcplCgW�plDeplq cOm D lesT BAY FtOAp,pyTFR./I�i F MA O]69S NOTES00 f. I (D Cv 0 wui Q � N m jo 0 0 0 0 0 RR ELEVATION 5GALE:1/4"=1'-0" I Cabana Residence SET LSSW DATES w DAZE DESCRMN REAR ELEVATION SlQ—=,.3DF ID A - / 3 DATE An4m - FINE LIN E - Agcm„rEcTU,1AL ' wPneLIn�DAMDrc�ni t,t..I oeel D vQyTO gqLLB. O�S9 NOlE_: 00 (O (O N O W W � W U) m Z> z O Q N m W LEFT ELEVATION 5GALE:1/4"=T-o" Cabana Residence SET 6.SVE MTES T V 0 MTE PESCRHQN T LEFT ELEVATION • %�T•O OF 10 A4 • vAr_�anam i r i { A o z . I—r i i I i 1 j I , i URN A 210 MAIN STREET W < On a WEST BARNSTABLE, MA 02668b�� >_r——f1 w n Z Z- ' � 1 1 g� m of m a o 7n . -I� f9/ttQ44» 1 ��11 O�i� 90 1/BXBO.VB• P p S e 90 VDXDO VD• b'-il 1%4' 1 b I 1 I ZI ENGH U�A I '1 _ 1 I O 1/e• I 0 0 �T ' NY291 3D l/D•x 3H l/B• � U / V! AW�31 • _._ .. _, S i� 3'-10' 7P-01- 13'-10' N x b 901/OXeO 901roX601/B' Yic ls'-3• s-b- 20'A 1/H �I yy l 1 mUQ � 0 � do k p / V gip. 01 T o� 210 MAIN STREET Z � g WEST BARNSTABLE, MA 02668 V P Zz a 1 ' I • J f 1 _ 1 1 i I I: I i I I I I I I I I I I 'z I I I I III • I '' I �� i L I_J « v rrdd P I z 99 I I•i I � ! 1 F I --1 L-I -R--=--------j - 11 r 1' I I� 1 I� I 1� I 4P 03 FO j; 0- - I r-► I'-I 1 j� I b•-H v r A I 1 it- I ,(I I � ' I . 0y$ I i 1[ I 1 ' 1 Q m INN x v A 210 MAIN STREET 1 �_ WEST BARNSTABLE, MA 02668 z m zmm , 1 yu __ __________ ----_---- ---------- ------------- :.",Ir----I I I I I y- I e5 �-.-11_Pf DIlO'e I•. � � 1 � - } / b t o IBO.a. 1' I I ii:I a f-1- I� 1 1 'pv� I LI K 1 L l—J 1 o — I 1 I I Sf 1 � ...-••16'O.G. I 'd I �I • • 1 fIv1 Al \ `••`�' ?'' 'OFF '� 16 p '�' @ L.Ll =.'' �' !a z C �'' �; T cn kw6 CD Zrjcn aCD mrn m� 0 Q �� z o d 200 MAIN STREET agsY M e WEST BARNSTABLE, MA 02668 QP = 0RCD s UU pp�� J FINE 1_1N E 4RC)111e C-Un4L DE516N D T L 4wu.FlneLlneArehitklyrDIOCDIpm/YE9 E1AY ftOAp,OgTECVI MA O]DS9 I Nam. T 0 N O u' J � / Q 2t176R s EIBTN6 P'1VR FFWADMv — � _ a 9 oFSIc .t;. A to LYL uj LU STAR 111E J - LJ. w Cn m - — - j DueADe Q z FORLR �TQ t. "p � Q 1 I N w Cabana Residence SET WW DATES 5� 9 DATE QESCRIPMN First Floor Framing SCALE:1/4' 1'-0' FIRST FLOOR ' 1 FRAMING 91V=°T.90F ID A5 DA7�9rya/It (21 I Hra1t11 VH'LVL HDR 1 I C N C (]1 9/4 111/H•LVLS RLCX EISO� � I I I I I '1 I I � 11 e I ro ' 1 It (2)1 H/4�1/a•Lw y-1�y II u H if > �a !j �n 55 SS Z hl 19rVa'Lw �1 T II D NO • a yI 1 a i - -- -.l".j•. 3'-G" (2/1 W4111 VA�LVIL GE]LMb BM 1 I I I (21 1 9/4111 1/H'LVLS RmCE� u$y m nn a �I�ymz µ i �a f� Io I I I % (2)1 B 4NII VW LVL HM 4 Y rZY a� cl� M � N .S ry P � 1 Y ( i 210 MAIN STREET m � Z I o WEST BARNSTABLE, MA 02668 r` z Ngo� —— Z z �� zmm u�V� IN E5 Tr1` {� z �Y P a 155ij- -n 0 ����nnlI �y � O 0 tp fa d N �A m miN m �� 1 ma °a N mr - I I O i \ r J 0 6 m I LP \ � I n � \ I I - EX15TING WALL q VERIFY N FIELD I ti r I by I c I O ul I 1 rn A � { T -n I N I N N cgs- r�m Oz L b oN� A I 0 D 6 � ul _ 1 m I I l I I 7 I n N I - I a I I I 11 1 1 n A � I I 0 I I I N I I � I C a 1 I O a�-X I z � m�3� Ii N ma Ip rx Z S INNP I °r 4 . C m I Ni m r I I \ I \ \ F \ \ O I \ \ O I \ \ n I \ 1 � \ \ —I I a all \ \ 6 h CU I� m I=A A m I I / 0 N 1 I I w • o \ I a n 210 MAIN STREET =mg r o WEST BARNSTABLE, MA 02668 (—TI zz = mm HARDWICK POST & BEAM DESIGN CRITERIA: BUILDING : t' • ,)j � IBC 2015 015 M S WITH AMENDMENTS yy q c 7 A ri G SIPS PANEL w1 \ BY OTHERS / DESIGN LOADS: 2x10 RAFTERS ,O / 9• ROOF SNOW LOAD m 30 PSF BY OTHERS Y`�' 7•-1 5 2' n 12 `O• ROOF DEAD LOAD- 20 PSF / 23 WIND LOAD- 110 MPH 12 / \ / SEISMIC DESIGN CATEGORY-B 9F7 r• 6'40' "O \ / P.O.BOX 225 s• 12 �, SCOOP HARDWICK,MA01037 d +/0. 0� \ 9V \ (PTYP.)N l / e PH:(41 3)477-6430 ¢ m W 'j / �• SEE ARCHITECTURAL,MECHANICAL REQUIRED &ELECTRICAL DRAWINGS FOR \ 9 ` e• / DIMENSIONS AND DETAILS REQUIRED AS STRUCTURAL WORK,WHICH FAX:(41 3)477-0937 14' GRK'S m m 2z .F• ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS. ANY I + m o, LIC.NO.O 10089 MST37 S[MPSON m\ \ g �' HOUSING / DISCREPANCY THAT Ex15T5 BETWEEN WHAT IS SHOWN AND ACTUAL STRAP (TYP.) _ \ m 21 TOE SCREWS m 'x16' MUST BE BROUGHT TO THE ATTENTION OF HARDWICK POST& WWW.HARDWICKPOSTANDBEAM.COM BENT TO \ 8'x12' % 6'xl0' \ EACH SIDE (TYP.) 12 BEAM/ENGINEER PRIOR TO THE START OF CONSTRUCTION. THE FRAMED WALL 8"x I2 8'x12' MST37 SIMPSON a3 REPRODUCTION OF ANY CONTRACT DOCUMENTS,IN FULL OR IN STRAP<T VP.> / PART,FOR THEIR USE AS SHOP DRAWINGS WILL NOT BE ACCEPTED N.T-T. 8.x12• 8'xl2' 8'xl2' AND VALE BE RETURNED AS REJECTED.SUBMITTALS VIA FACSIMILE PROPOSED PROJECT: IA IAB IBC IC FRAM D WALL -63%IB`;. ARE ALSO UNACCEPTABLE AND WILL NOT BE RENEWED. 2A 4- GRK'S 2AB 2BC 2- CABANA TIMBER ROOF 2'-!0' 2' 8' STEEL ROD D[A GENERAL NOTES: W/ 3'x3" WASHER 5 2' 1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND CLIENT: m BEAMS COLUMNS C IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR OTHER L::�ALLFRAMED ELOW -c iu JAY CABANA BY OTHERS 2x6 FRAMED 2C DRAVANGSSWHICH DIFFER FROM WHAT IS INDICATED ON THE 210MAINSTREET OTHERS ALL - WEST BARNSTABLE.MA BY OTHERS 2. DIMENSIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED (508)292-7901 BY THE CONTRACTOR WITH THOSE SHOWN ON THE ARCHITECTURAL DRAWINGS.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PND ENGINEER PRIOR TO CONSTRUCTION. GENERAL PROJECT INFO: 24-0" 6'-0" 3. CONSTRUCTION MATERIALS SHALL NOT BE PLACED.STACKED OR CABANA TIMBER ROOF OTHERWISE STORED UPON ANY STRUCTURAL ELEMENT IN A MANNER WEST BARNSTABLE,MA 24'-0" 3'-0' WHICH EXCEEDS THE LIVE LOAD CAPACITY OF THE ELEMENT. UNLESS OTHERVSE NOTED.THIS LIVE LOAD CAPACITY IS 40 PSF. DOUGLAS FIR BENT #1 O B E N T #2 4. NOTES S,DECADES AND DIMENSIONS O STRUCTURAL DUAL DRAWINGS SMALL DATE:3-27-18 TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.ANY DISCREPANCIES SMALL BE BROUGHT TO THE DRAWN BY:RMS SCALE, l/4' = 1'-0" SCALE, t/4• = 1'-0' ENGINEERS ATTENTION BEFORE PROCEEDING WITH CONSTRUCTION. CHECKED BY: 5. THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR PROVIDING SCALE: SEE DRAWING ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO,TEMPORARY A OB © BRACING/SHORING AGAINST VAND.SNOW,EQUIPMENT.MATERIAL 24)-0 T-0' STORAGE AND/OR OTHER LOADS WHICH MAY ARISE PRIOR TO THE COMPl.E710N OF CONSTRUCTION.PERIODIC INSPECTON$BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THER? I ITEMS NOR ANY OPINION REGARDING THE ADEQUACY OF SUCH MEASURES. R OF = � I I tSCREWSZ, BRURGRABER Brp DTHERSL GMRB`99'' 3� IL 3A 3B 3C 6-X,Q. FIRE TOWER 29ENOINEfRED TIMBER ?TSim.A•�e..Vnii:R •aN.6Si.9Robert L.Brungraber,Ph.D.,P.E. '} SIPS PANEL 6'x10' �O m /�- :o BY OTHERS rirP2018.05.2410:27:49-04'00' nST37 S[ SON m WSTRAP YPJ BENT TO FRAMED ALL 8•x12' 8'xl2' �f 3A 3AB 3BL 3C I` 8' STEEL ROD �' DIA n�oo 4' GRK'S W/ 3'x3' WASHER I • Z --------- _--__ N e N ' 2A 2B 2 i SB 4B T Z. --- m ao m - I I � I TIMBERFRAME SPECIFICATIONS: BENT #3 v1 •The U be frames designed and detailed o handem framed structure.loads on the mot and second floor. o in 9 gravity _ The lateral loads on the building Will be resisted by the SIPS building envelope and those OTHER 2x10 RAFTERS BY S SCALES 1/4' = 1'-0' SIPS shell be designed and detailed to resist those lateral loads.The Ober game also I I may be providing support to the SIPS in resisting transverse wind pressure. I 'The Umbers are DOUGLAS FIR,unless noted otherwise.The Umbers meet the WVVPA standards or#2(or better),Their moisture content,at fabrication,is approximately 20%.- The Umber sizes shown are NOMINAL.The Tiber sizes are subject to slight revision:but only under the direct supervision of the ENGINEER OF RECORD for the frame. 'The Umber connections are based an traditional methods-using mortises,tenons,splines,pegs,and keys.The connections ere designed and detailed under the direct supervision of ENGINEER OF RECORD for the frame. I 5A 4A Altimber joinery must be approved by ENGINEER OF RECORD for the tome. -------- — ----_ I IA- EN TT _IB- _--.--I-_ ------ -- _--- - Al:l metal connectors( post rexample) eto beSimpson or equal. REVISIONS 10 3-DATE /27/1 rs et os eel for are a ua NO. NS -w 1 Con I I I ( I BEAMS 6 COLUMNS BELOW I I I BY OTHERS 241_D. 1 6•_0' I FLOOR PLANS I I I NOTE: THIS TIMBER FRAME IS ONLY I i I DESIGNED TO RESIST GRAVITY LOADS ONLY. MAIN FLOOR PLAN I LATERAL LOADS ARE TO BE RESISTED BY THE BUILDING PAGENUMBER SCALE t/4' = 1' ENVELOPE AND INTERIOR PARTITIONS — BY OTHERS -0' Al El P 2 HARDWICK POST & BEAM 1 7j' 16'-61. 7�- 12•_5' 71j'1p- 12'-5• 7 - 16'-61. 72- 2 Aft \, w z z z z z 6'x10' 6'x10•__ 6'x10' 6'x10' f ]f 6•xlO' 3 6•xe 6x10 HARDWIIC ,MA 011037 c _ ______. x —_———_ _ B•xlz• PH:(41 3)477-6430 W - FAx:(41 3)477-0937 f 6•xl0• 6'x10• o o LIC.NO.010089 9� WWW.HARDWICKPOSrANDBEAM.COM f 6•xl0• f 6•xl0• f •O PROPOSED PROJECT: CIiCO P 8'x8• •xl CABANA TIMBER ROOF (3) 16' WL 1C 6B 2C 3C rim 3 2A BY OTHERS 1 v1 51. 2 51. CLIENT: 22 22 2x6 FRAMED JAY CABANA rnm ALL W O MAIN STREET m BY OTHERS WEST BARNSTABLE.MA m uo (508)292-7901 m - m 2x6 FRAMED GENERAL PROJECT INFO: BY LOTHERS CABANA TIMBER ROOF WEST BARNSTABLE,MA DOUGLAS FIR 13'-41' 1T-5 ' 16'-8 l3'-2 ' DATE:3.27-18 DRAWN BY:RMS ELEVATI❑N A 5� 5� CHECKED BY: SCALEI 1/4' = 1•-0• (VIEWED FROM OUTSIDE) ELEVATION C SCALE: SEE DRAWING SCALE, i/4' = 1'-0• (VIEWED FROM OUTSIDE) / OF64g 023 IR I BRURGRARER U CNR NO.0416 S I / � �FC19iE0.EO ONAL FIRE TOWER ENGINEERED TIMBER F' 27 Sim.'Are..Uni,2R 4(11.654A600 - - P—i&e RI 02WN h.@fto. 1 1 1 3D MODEL 3D MODEL SCALES - N.T.S. SCALE = N.T.S. 2x10 FRAMED ROOF > EVER Ix6 T8G 6 OVER TIMBER FRAME ` �d G. b 10 I 6• X 16' (10) 14' FULLY- / \ / THREADED SCREWS THRU 2.6 WALL 4 4B INTO TIMBERS (typJ 4' GRK'S NOTCH INTD SA SB NOTCH BOTTOM CHDRD BEAM 2.5. ''. o_ ao BEAMS 8 COLUMNSzo m BEAMS BELOW ELOW BY OTHERS By OTHERS NO. REVISIONS DATE 1 Conce tLl 3/27/1 ELEVATI❑NS BENT #4 BENT #S CEDAR ON EXTERIOR SCALES l/4' = 1'-0' CEDAR ON EXTERIOR PAGE NUMBER SCALES I/4' = 1'-0' TIMBERS TIMBERS A2 ❑E 2 5oo-ale-iDvn _ E Y63T EI F Y B Wu�ILetturelDellIqq hT MA 036 ROAD�05TER`/LLE 5 NOTf5: RIDGE VENT RIDGE VENT (3)1 3/4"Xtb"LVL ID(5)1 3/4"X 16"LVL STRUCTURAL RIDGE STRUCTURAL RIDGE A5PHALT 5HIN61LE5 / O•0. / / a ' 5/8"GDX PLYWOOD �1O.y 016" yry05 / 2Xb5 016"O.G. RIGID WIND WA5H BARRIER REQUIRED U• 5® a 2X12 RIDGE B / / 3'-6" AT EXTERIOR EDGE OF EXTERIOR WALL 0' TOP PLATE 12 9 SIMPSON H2.5 R55 F.G 5UL. Q ® / / .12 FA5TENERS AT ALL 00 RAFTER/TOP PLATE 10 CD JUNCTIONS TYP. a / N ___ 2XV5 016"O.G. _ Q Q 2x10'S®16"0.0. w w ' W12x35 5 EL BEAM (n m J � ,UFL a LIVING HALL FOYER 12'-0" Q =Z C4 z zkk GARAGE O � N=v i I� N m > I I- 4"CONCRETE 5LAB (n _FIR5T FLOOR _ _ _ _ _ _ _ _ FIR5T FLOOR PITCH TOWARD DOORS w P.T.2x10 016"O.G. EXISTING FLOOR SYSTEM _ _ _ _ _ _ _ — — — — —'— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PT 2 69®16"O.G. PT(5)2XIO GIRDER \E- PT bxb P05T SIMP.METAL P5T BASE 12"50NO TUBE PIER W/ EXI NG - B.F.-25 TYP. i GIRDER,COL„5LAB B 6 FOOTING �` -1 VERIFY IN FIELD 24'-0" —I EXISTING FOUNDATION WALL Cabana Residence f 5 SET 65UE CAM PT 6xb POST — I MTE tssm SIMP.METAL P5T BA5E 25'-0" 12"SONO TUBE PIER W/ � �•��• 1 B.F:25 TYP. SECTION A 5EGTION B wm DESCOmm i 1 1 SECTIONS WWI no0v in A10 DATE Manl ql �� 36-0' I • I --- -- ----— ---------- --- — � i.l I I O L b 1 1. � . —J d•.1 � I I I � �N r --J P� P y I ^ I (Cn ? OOFF ' tr I s•I 1 . r-� t J � z • 'q L a N I� -- -1 • .�• 1 ,:•E•:a-�.�F4.;zgx t8�f` �w�. a.: z-...T ,�.. -_„ xxx .c� .."�___. `- b E! j?�.�i � _•_ •larva. -'" ��'-�'/yy� b sa: -- --- UU I iqr r / \ �2 mLLI \ l3 cn co CD • , / / �y/� ' / 1z, VJ TI El o `\\'vim• `�TMc ar ;i '/ Cl) y..5:.'a• I� ^• C mIc m�t'Ti e d � • z p 200 MAIN STREET o e a WEST BARNSTABLE, MA 02668 � - �' - P o r FINE opt w,.,,.rv,eurweniceeeura�e°�m . ,. D WEST BAYS.55 TFR NOTES: 25 iy 00 �)J MyCo PO TANT - UPGRAD5 RIEQUIRED a cn z pp, lNj+'�.' -. r�,•�yY G qt. 14 *�,�^f S TE BUILDING CODE REQUIRES THC UPGRADING 0 0 IQL �� Est r, S E DETECTORS FOR THE ENTIRE DWELLING WHE cV m WFIEL ' ONE R MORE SLEEPING AREAS ARE ADDED OR CREATED F- Lij �AIOTE A SEPARATE PERMIT IS REQUIRED FOR T'r,� I STAL TION OF SMOKE DETECTORS-THE ELECTRICAL ERMIT OES NOT SATISFY THIS REQUIREMENT. tAi W3, 17 o � ,>f"�'ww�,"��•���?.�x•..•�''' Cabana Residence t , ahx}•A1R`.,Mj 4 '"i �'�� I'\ //��® �T OM •`� N/4 P V O�NOFK^ • V 0 DA DESCAIPIgN q,q��s���t� 1 SITE PLAN V � T Site.Plan Al y SCALE:118' - 1'.( iDAM VMI T F 0 o z ❑a❑aa ❑❑❑❑❑ as❑aa ❑❑❑❑❑ ❑❑❑❑❑ ❑❑a❑❑ ❑❑aoL m ' i4 210 MAIN STREET m Q WEST BARNSTABLE, MA 02668 r ! n Z FINE �8 MST S�y W10.M�a�m MA 02655 NOiF5: 00 N ui ll� LU W _ ® z Co Q ® ® ® Z LEE] E:111LJ � z O Q N m F— o o I 0 REAR ELEVATION Cabana Residence SR ISSUE DATES DA EISSUE 1 DATE DESMPM. REAR ELEVATION 'JiE:T.]oF IV A3 DAM V14AI r r P�I ,CD b� `0 z ti r o� T � C 210 MAIN STREET e D a WEST BARNSTABLE, MA 02668 u� ITI ° 3 IFTI l FINE - Flac�wA.cm,ecw�acem D YEST BAT ROAD,OB MA 01655 NOTES: I 00 (D N F— J (n Co � � Z F— Z N m W RIGHT ELEVATION 5GALE:1/4"=P-0" Cabana Residence SU issue MTB; wreIsstr 0 MTS ommmmm _ RIGHT ELEVATION SI�ET v50F 10 A5 VAr".Al 3-0 9-0' 14-10' b'-2- O _ m -_ M3M10 m 3o voxw ve- y F Q 1 G U b-� (31 TN12M10 -• ' �7eylope P ae va•x�a va• - - I b a C rY m 3o vaxbo ve• FM yy�� II'�Nm� � I b �IH�n1 IN I D 9 1 _T g A — b [Y[ _ I A p 0 lIL--� Cc I �_ 1 'e av f31 TM-10 C3 1 m O �L� -4 /e• 1 - oo - T AYQ51 I � / _ i /JY251 b �a vo•x za va• �'I y 3._10.b � m za vexso vo• ro � Y31 TYV14410 so vexed va• � W (a/lW]49M P �• 6 .�.. L" :s• u 2D'-9 1/H r � m � t Qahl" a m i i 0 lQ�0 Rio. mr 4 -� 210 MAIN STREET -z o� g s z o m a WEST BARNSTABLE, MA 02668 I ._.;m e O'-6• ------------ - _____________________ I I I I I I I I 1 I 1 I I I I I I I j� •I b ' j I L I I I I I -----J L- ----'� I I - I r---- - - -------- ------------ - -------- I I • I I 31 I I I Pr zxtob 1'� r _t I I ' b -I O Ibro.C. 1 I II I I I I i I 1 I I I I I 1 er I - I '•I I Iv I• �a r -=( 1 � �• I � -I J t �$Z�i &�il,• i I I p� IIIj I r-I 1 I FF I I I I aCL I .•-n I b o I •' 1 I I I ._- I. i olb•OG. '� gi EU olv � I s I � � I I I I 1 s o N 210 MAIN STREET e a WEST BARNSTABLE, MA 02668 ay NEE I-71 m OF z CD _ r7l I - FINE J D Y�ST BAY ROAD,OSTEK LLE. I i NOTES: l i iillll lil { I11 � � I I � � I I o j i i i I I I I 1 0 1 I 1 I N I I I i I ' I III II III I III E T&6 FLMR II ' y cODo co • � � I I I '. ' i / N LU �A N / C— W STAR 1�� i— J E U) Q I I I 1 Q d � j POFGN Its i W Cabana Residence Su SM ogres OATF 6SVE , First Floor Framing SCALE:114- FIRST FLOOR FRAMING SHM•00M Ab DATE 4rye/I1 7f FINE 9pD-4HD-1396 xwuFlneLineMchlt'cWrelDefltt{{ncom • D POST ETA 14A 016505TERVItA.E. . NOTES: 4x6 PST ON TO NOR BELOW 4%6 PST ON (911 9/-14 1/2•LVL NOR TO NOR BELOPI 1 9/4k91/2'LVL NOR _ � k >> CCX I O m K 00 al x e a N i0014 AMONT w R �O,5 BROM 4xbPT u� � W TOR B Na'x91/2 or_ WF—,^ ��V! Qbx6 PST ON RIObE' 6 T (y 1 9/4'xl l/D'L - rI—^ x6 PST D 4xb PST ON V/ IIm � Z 4I6 PST ON O ry ;i PST 4xb P ON 11 Q (9) 9/4 1H' VL TRLG RIDGE PST 1 `mac 1/4-LV 11? 3 u: W b m _ PST DN —— ? 41II m 3j UY OV$t'VALLEY (2)1 9/k91/4•Lw FRONTRA rT wT OJBi FOYER C� WSTOH UfitVED T610FR TR!!a5 O 92'OL. S I — m 9111 l/p'LVL GEEING 8H —— — p // Cabana Residence ^P 4x6 PST DN X-0' !a p SRBSDEDATFS tII L GATE mum H 4 C a NOR rDi p. / 4'II�• A WE OFSCNPfIDN I Roof Framing SCALE 114- 1'd' ROOF FRAMING I SNEEi 480E IS Aq DATE n/yN1l 1 MIX 5057 SF AREA MIN. MEADOW MITIGATION CALCULATIONS LEGEND TER 704 New England Wildflower Mix TES UNDER TOWN OF BARNSTABLE REGULATIONS CHAP NEW ENGLAND WETLAND PLANTS, INC. OR EQUAL \ 1 I 1. DATUM IS NAVD 88 99— EXISTING CONTOUR HARDSCAPE 0-50' 50-100' SPECIES: _ I i 2. MUNICIPAL WATER IS NOT AVAILABLE �� off° sett 0 X 99•1 EXIST. SPOT ELEV. Little Bluestem, (Schizachyrium scoporium), Creeping Red �' -{'1-9-}-- PROPOSED CONTOUR EXISTING: 0 SF 1204 SF Fescue, (Festuca rubro), Indian Grass, (Sorghostrum y� o 3. THIS PLAN IS FOR PROPOSED WORK ONLY AND G nutons), Partridge Pea, (Chamaecristo fosciculata), I NOT TO BE USED FOR LOT LINE STAKING OR ANY Canada Wild Rye, (Elymus conadensis), Virginia Wild Rye, OTHER PURPOSE. k a 198.41 PROPOSED SPOT EL. PROPOSED: 0 SF 2910 SF °�rP ��` Hcywoy (Elymus virginicus), Wild Blue Lupine, (Lupinus ( � , a � / 6 � o 0 4. CONTRACTOR SHALL BE RESPONSIBLE FOR �1 TH1 perennis), Golden Alexonders, (Zizia ourea), Ox Eye �O I CALLING DIGSAFE (1-888-344-7233) AND �} TEST HOLE INCREASE: 0 SF 1706 SF Sun"ower, (Heliopsis helionthoides), Black•Eyed Susan, f VERIFYING THE LOCATION OF ALL UNDERGROUND Sc Y OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF (Rudbeckio hirto), New England Aster, (Aster ' ( { 2% SLOPE OF GROUND REQUIRED MITIGATION 1706x3 = 5118 SF novae-angliae), Wild Bergamot, (Monorda stulosa), WORK. e P Smooth Blue Aster, (Aster loevis), Evening Primrose, NOTE: ENTIRE 50' BUFFER IS NATURAL. OR Oenothero biennis , New York ironweed, Vernonia \ I 1 5. POOL FENCE TO BE INSTALLED AS PER STATE ( ) ( I AND LOCAL POOL REGULATIONS. PROVIDE DOOR UTILITY POLE IS TO BE REVEGETATED � noveborocensis), Gross Leaved Goldenrod, (Euthamio FIRE HYDRANT 5057 SF PROVIDED grominifolia), Early Goldenrod, (Solidago juncea). ! 1 °�o ALARMS AND SELF LATCHING GATES AS REQUIRED. o� ( \ Locus N2je NOT ALL SymBOLS MAY APPM IN DMWItEj MOW ONCE ANNUALLY, LATE FALL ! 1$ � tD � 6. COASTAL BANK DETERMINED UTILIZING DEP POLICY 92-1 AND TOWN OF BARNSTABLE COASTAL MAINTENANCE SEEDING AS REQ. I BANK DEFINITION. STATE-DEFINED COASTAL BANK TEMP. IRRIGATION SYSTEM MAY BE I m '� ONLY (AE EL. 14) BASED ON TRANSECTS; BANK IS .' UTILIZED FOR ESTABLISHING MEADOW NOT SUBJECT TO TIDAL ACTION. _j 7. WETLAND FLAGGED BY BLH ENVIRONMENTAL \ I I I CONSULTANTS. LOCUS I %� I 8. PROVIDE DRYWELLS (OR DRIP LINES TO STONE MAP o TRENCHES) FOR ROOF RUN-OFF. SCALE 1"=2000'f I ASSESSORS MAP 134 PARCEL 7 LOCUS IS WITHIN FEMA FLOOD ZONE_ X, ZONE AE (EL 13), AND ZONE AE (EL 14) # 194 AS SHOWN ON COMMUNITY PANEL O I #25001CO532J DATED 7/16/2014 O p OWNER OF RECORD i PROPOs \� �° JOHN F. & PATRICIA A. CABANA MITIGATI N AREA i Z 5 MAGNUSSON CT. IL FENCE EAST SANDWICH 1 TO B NSTALL.ED EXISTIN ;3 BEDRO SEPTIC SY TEM ALONG THE 501 + + PER PTIC INSP TION BUFFER + + NO I CREASE IN OW PROPOSED \ ++ +++++ ° IL + + + I REFERENCES + + + � + + + + + + EDGE / + + + + + + DEED BOOK 30599 PAGE 344 tik / +++++++ +++++ PLAN BOOK 298 PAGE 95 + + + + + + + + + + / I I 1 L +++++++++++++++++++ ' S2.177LOT UPLAND •J 75.8183 SF WETLAND + + + + + + + '� 127,995t SF TOTAL MAN-MADE LOCATION + + 4 + + + + + + + + ,� �Q ZONING SUMMARY MAN-MADE K01 POND %�p + + + + + + + + + + T + + + + ZONING DISTRICT: RF DISTRICT 6 17 + + + + + + .+ + ++++ + + + + + 4 + + / �' MIN. LOT SIZE 87,120 S.F. + + + + + ,� MIN. LOT FRONTAGE 150' 8 MIN. FRONT SETBACK 30' 4 20 i ,� , , +• + + + + + + + + + o•+ MIN. SIDE SETBACK 15' PROPOSED � � � ' + + + + + + + + +- . POOL FENCE �� ,. ;�; +++++++++ ++++ + 4 0 �` Il MIN. REAR SETBACK 15' N PROP D ,• ,� + + + + + + 1 MAX. BUILDING HEIGHT 30' + + + + + 24 ADDITION i �' �+ + + + + + ! - - S�' i _- - _ ° x, + �.�ai3�1S•__ _ _EDIT �. . .. � - -_�.-. Fri E •R`ES_Q�R.� • :, �� ��;_ ,- / PROTECTION OVERLAY DISTRICT + + + / 134 PNKA 24 AK r �. + + + + + J SITE IS LOCATED WITHIN THE AQUIFER DN� �+ �� +�'a�+++++++ + ++� 0�� ,ilk �� ' PROTECTION OVERLAY DISTRICT 2 / + + R AINI A6 + ►'�` + +0 HERB) I $ NG DI RIVE / + + + + + + + O 3 rl + + + + ;, / ++ O F + + VL + + + O p�o +PR POS 6+' 3 q�OOs�O u,'Lc N I + [tip +� Q r + + + 54 8 ,� 6� DECK + + - + � tz WELL I 30.5 �`� + + + � \. CS \ I Q + ++ Nv AD + p V ++ NK �O to co ' o PROPOSED O { �7\ 29 GARAGE114 z ;..� 0SLAB EL. 30.0 SITE DETAIL �ocp iL SITE PLN N QTA OF U �Lfirtl z0""/j #200 ROUTE 6A 5 WEST BARNSTABLE, MA BENCH RK I CONC 3 1 OUND \ € PREPARED FOR off 508-362-4541 JOHN & PATRICIA CABANA fax 508-362-9880 ' t _ I downcope.com ©• down cape en ineerill , inc. As of NOVEMBER 20, 201 8 v��SN°FM s9c ti�H As-,c l r/�o� DAMELA. y-N � DANIEL 1 C/V/l engineers OCIVIL cn' 8 OJALA ,� land surveyors 939 Main Street ( Rte 6A) �\� No.46502 �� A No.40980 4 Scale: 1 = 20 0 YARMOU THPOR T MA 02675 1 P0F� \oze :h!oNAL `G �4 =-�13 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.L.S. LICE # 17- 189 3 17-189 i II