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Home My WebLink About0025 IRVING STREET t r 41 ru t• n .tl It M a. m i c r ' . i t: i` ' 1 r k: r t y y � , t tl r, a Yy !G x. r ,i y 1' t .. .... .. rid u i ♦. _ r qll.ti ,h .,, a t j ,I ,2c ` r , n t41 ` - , : .., _ _ ` ',,1. . A t ,. 1 '" ; "" 1' `j �� , � ... .. .. ,;,• , � ,. � _ 1 � j :' '. _ . -i •.. .. _� 4. .. .. � � �. .. � .. . , .. - _ � { - t . . . - �r , ,;, _ .. n �... .; , �. _ .,. # ' ,� ,., , . . � , _; y `ry II ..;. n �� .i ., J t., . ,. .. 4 .. � �; as Y ^� r�. Y � .. ,. '�. _ r �. 4i9 �. .. � - .� .� , a � .. � � 'r Syr' v � '�4,. .e� � _ i., p .� � r '' .. �, .. .: , .. .M1.• X 4 .}, , 4 ,,.. ,� .. '., .. ,. _ o .. �, n . .. .,� � - a ... �� .- i 6 „ . 1 , (1 �. _ '. a .� .. i .. .. ... ,.. r t ! 11. 0 .' .�i. �o- e .. � � .. .. .. i ,. ,'' � '4'. r G' ! �..- � ... .�, � � S .. .: �.i ., i �� w ,. s. , ,. •,.� e � ' 1y' .. .. ,.. r .. .. s v , .. , Town of Barnstable Building 3 enaNscnm a Post This Cerd So That it is Visible`From the Street-Approved Plans Must 6e Retained on Job and this Card Must be Kept s {Posted Until=Final Inspection Has Been Made. Permit Where a Certificate of Occupancy is Required,such Building'shall Not be Occupied until a Final inspection has been made. Permit No. B-18-4063 Applicant Name: ROMANOVICZ ENTERPRISES LLC. Approvals Date Issued: 01/31/2019 Current Use: Structure Permit Type: Building-Fence Over 6'-Residential Expiration Date: 07/31/2019 foundation: Location: 25 IRVING STREET,CENTERVILLE Map/Lot: -226-123 _ Zoning District: RB Sheathing: Owner on Record: CHISARI,TINA TR Contractor Name:--,ROMANOViCZ ENTERPRISES LLC. Framing: 1 Address: 104 ADAMS AVENUE Contractor License: 181�732 2 WEST NEWTON, MA 02465 LM "` j"" Est Project Cost: $6,411.88 Chimney : Description: Install 100 Lineal Feet of 8ft PVC fence along back side of the Permit Fee: $35.00 property i Insulation: Fee',Paid:' $35.00 ceb Project Review Req: MUST MEET MINIMUM WIND LOAD REQUIREMENTS AS PER Date f 1/31/2019 Final: cm j g 780 CMR 0a*�_ Plumbing/Gas Rough Plumbing: - _ Building Official p y _ Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized.by this permit is commenced within six,monthsiafter`:issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws:,and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspectionfor the entire duration of the Final Gas: work until the completion of the same. I , -- Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are,provided on this;permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 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 Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: p 9' ��'�•VV Application Number............................................................. } MASEL DD,� TOWN 0 °� STABLE��r:d�...........otber F . � ee 039. ern 9 J 9 ?6 :F_ °Total Fee Paid+ , ......................................... ...... TOWN OF BARNSTABLE Permit a R Mo_Xgby..:.. on..... :�3.!J19....... .BUILDING PERMIT DIVISION a�(� I �3 Map.......................................Parcel............................................. APPLICATION �� Section 1 - Owner's Information and Project Location Project Address T to S Vill e G en V! N a ag Q Owners Name_I inoL u/US&r Owners Legal Address I O'f Aamn'1.,s- kv . Ci State zip Owners Cell# (9 n —901 - 7-1 Zy E-mail G10-O-}•1n0�.(7a C,ornC0-%f .C&k Section 2 -Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family.Dwelling Section 3 -Type of Permit . ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement_ ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other-Specify Rn CQ_, Section 4 - Work Description ni-a,1 go Ltneov o ©n � SI JL 8? 4)n L proms. ' _I Last updated. 11/152018 Application Number..................................................... Section 5—Detail Cost of Proposed Construction �1(0 Square'Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing ' Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics f ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑,Plumbing ❑ Gas ❑ Fire Suppression •�• h ei k Heating System ❑ Masonry Chimney .❑Add/relocate bedroom I' Water Supply ❑ Public ❑ Private i 3 Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. t Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear-Yard Required Proposed { Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No I Last updated: 11/15/2018 -- ---- - - - . .. I , Application Number........................:.................. Section 9- Construction Supervisor' Name Pau) 1�onno�r►eA Co G Telephone Number SSDS-3Z&-'707"1 Address 15 C%j �4% City v o State n1 Zip 0?.3 60 License Number 0B&DICI License Type Expiration Date I F Contractors Email 1(oj aks pp�( Mrn Cell # SOS- 3 Zlo--7 0 7r_7 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.Attach a copy of your license. Signature - Date Section 10-Home Improvement Contractor t Name Telephone Number Address City State Zip Registration Number 18113 Z Expiration Date_q_9Z-ZO t j I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.LC... Signature Bul g Date IZ-13-ID/13 Section 11 -Home Owners License Exemption Home Owners Name: aLri Telephone Number - - or Work Number (s 1'1-4 0 1- Z 12y I understand my responsibilities and rules and regulations for is Construction Supervisor in accordance with 780 CMR the Massachusetts Stat ding Code. I-understand the construction inspec ocedures,specific inspections and documentation re y 780 CMR and the Town of Barnstable. Si a Date APPLICANT SIGNATURE Signature P. Q_.Q,PnnA-6 ,1 Date IZ-13-)A Print Name Pa-lit (Z0ffi dA0 V1 C,Z. Telephone Number,Q 9,-?Z E-mail permit to: PdJQ absDa.&A _ G® n, Last updated: 11/15/2018 Section 12—Department Sign-Offsr Health Department ❑ Zoning Board(if required) ❑ j' Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ 4 J 4 Conservation.-, . w e ♦ t A k i �! . a. . • .i For commercial work,please take your plans directly•to the fire department for approval, y - Section 13— Owner's Authorization T i as Owner of the subject property hereby authorize ► brn x cZt, to act on my behalf, in all matters relative to work authorized by this building permit application for: z5•Tyro n� � �. � (Address of j ob) Signature of Owner date PhrSet f, Print Name q y t . t - • w t �'Lak updated: l l/15/2018 YAHOO!MAIL Subject Dogwood Haven From Colleen Cohen<colleen@absfence.com> To: paul@abspaul.com<paul@abspaul.com> Date Mon,Nov 26,2018 at 3:17 PM Ups://www.activeyards,com/solutions/privacyJd.Qgwood 3 J. - ,IrC1r�alj your'fbhetni ineedS"' Wood,`inyl Aluminum ChamhtLk ° 27017 Qraq 6ff Ftvvy VslarehatTL Iu1A'02571 Rgpaits,rtstallatior>nti ,Poi€nGTosuresF r3 508 25 4150r-5fl82t1-dJ29 Resjdea'l 8 Cornmerccal ,; FAX 50$ 3 782t Frea'Estlmates-Fu1J�fnsured 3 vw _. L, a= 'Customer's-La dame Ftrst Name z �«« r .z ,' s. x per: tti"z * k_Y.' 111 ill/// 5erv(ce Address :, v ` z u r a PFttGE IS UAIlD FOR:30 RAYS F620Mt. � - � x yDATEOFPf20POSAl" - _ state j �Ip: Customers Daytime Phone No: Customers Everitn Phone No" ' 1 Ctasfomers E malisAddress Rll S. PERMIT/INSPECTION:INFORItiIATION, �P®rmif requlredl Homeowner to obtain Permit PIOt-"Ian OrSU a anal abte7 CYeS[r] O' . C7=Yes;l�NO l ,anstillation.P,rWssionat.re ui?es en of'en;nW forelnstaltatlon s TgKE ooWN ANp.J IAUL APRROXyMATE:LA,,,,OI)T AWAY�OLDFENCE 3oa ' 7. W,Iu E FOOTAGE CONTAINED IN THIS PROPOSAL IS AN APPROXIMATE BASED ON FIEtD MEASUREMENT FIMAt.PRiCE 8E'AD,IUSTEa BASED-OrtAGTVAi FENCE FOOTAGE USED RS SET FORTFI IN TERMS AND CONDITIONS,; . a � rev f- 77, R I a r ss f ; • f Y _ t T s ' U v IAt30R 4 �°) v � MATERIAtS as u ALES 7AX - c FENCE INSTALLATION RELATED TO GRAOE PL SE INITIAL ON@ a r ,, � z, fOTALSALE ` U PLEA$INC TOTHCErE? FpuoWl cFaw uTwaof sTa�RTrcrN# DEPOSIT x. v < 4444 BALANCE.DIiE"� UPON COMPL FEN t f „ d a sr Eo s49aE tiYHfYtErocl arsa rr CETQ-BE LIVEN wIjH fA HIGNESY GRADE sttGHTLY_4JNEVEN GFiijDE ITH F ENCE ENOU xTa FOiSaw GRApE AND Y , ,-� e ?,-(GLISTQ}AER.TO FlL4 INGAP$) - FtEtN.COWfT,�{G FLA'NE EGRDUN6P sS .ENCEt'1WdiARGE�ST y,s. _Product Product C►Y' i PradusR l ._ S 1ei iaht clvlr5i -.w.'kae a cOnb i i Town of Barnstable 3 . Regulatory Services . sARNStAB1E, � 1 Maes Richard V.Scali,Director 16gq Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barngtable.ma.us. i Office: 508-8624038 Fax: 508440-6230 1 Property Owtier Must ' : Complete and Sign This Section If Using A Builder - .. I i I Tina Chisan,Trustee of the SSC Realty Tf,st ,as Owner of;the subject;property' j Paul Romanovicz of Architectural Building Solutions hereby authorize . 9 to act on,m behalf, 9 in all matters relative to.work authorized by this building permit application for: , 25 Irving Street,Centerville,MA MU (Address of Jqb) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all.finah inspections are performed and accepted. i Signature of Owner Signature of,Applicant: r -t ,�If115 PGLVI �OlY1kd10yiGZ, _ Print Name Print Nrnc : P � �3 ,.a617 Date 1 i j • .> . .'.... s... �it . .'. .l.1.f1.♦.- x dal. Ve f 4 i 79 " Spacing g Sent from my Phone Footage: �'(fGaRi#s tt�'., aFoatae ,'I' Fates fiQ ooia9e (fate Post Cap: lor, rs t Peat Cap , . aio� Wiz } _ "Pn R C CstalDr� + 4€ ti Rai(T 3 P4s1x5-5 Ra((TypetfY�ea�l 'RrfYRs" Yft ijrpe; �7/ I PicketType:7fdx $ I «p, etTTvF* f, r�! I Pic ell �s 77 WAX A it m ke 77 Old 111 Who wol, n w, ,ors ` o m a F .a # _Wool %yf ,e 1 [ On } �' �'�S3" d is_s,e��a ea�inweneeee■�.< — - . Town of Barnstable Building 1Post ThissCardSo Thai Itis.yrsibleFrom the StreetApproved;Plans Must be'Retamed on Job and this Card Must_be Kept tARNT'3T`AfII:L. 3 F WA59. ` Pd Unt�i Fina)Inspection Has Been'Made 3 -' _ - i639+ ♦. s Permit s W ostehtere�a Certificate of OccupancysRequrred,suchBuldmg shallNotbe Occupied until a Final l�nspe�ction has been made � ; Permit No. B-18-1068 Applicant Name: James M Diede Approvals Date Issued: 04/13/2018 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 10/13/2018 Foundation: Location: 25 IRVING STREET,CENTERVILLE Map/Lot 226123 Zoning District: RB Sheathing: Owner on Record: CHISARI,TINA TR � Contractor Name James M Diede Framing: 1 . 'a;;may t � �'°� v z Address: 104 ADAMS AVENUE Contractor L�cense: 101 2 WEST NEWTON,MA 02465 ;^^ Est. ProJect Cost: $22,650.00 Chimney: Description: Install 2 Lennox HVAC Systems w/all new ductwork&Vent all Permit Fee: $85.00 Insulation: Appliances. FeePaid $85.00 Project Review Req: Dat 4/13/2018 Final: i` Plumbing/Gas N � MN5Rough Plumbing: ' Building Official .., Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed�by this permit is commenced within six months aft' issuance. All work authorized by this permit shall conform to the approved application and the approved construction documentssNor whichAhis permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall fie in compliance with the local zornng 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. V �z Electrical The Certificate of Occupancy will not be issued until all applicable signaturbes the Bu Idi`h and Fire"Offi als are provided�on this;ipermit. Minimum of Five Call Inspections Required for All Construction Work ,: ` � ., Service: 1.Foundation or Footing f'; Rough: 2.Sheathing Inspection &F s.Tuw- c....,.. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Commonwealth of Massachusetts Sheet Metal Permit E ` Map Parcel Date: �� I � � . Permlt U # AP P Estimated Job Cost: $ 2-Z 6 5—" Alai r R l 2018 Permit Fee: $ YE O i PlansSubmitted: / ��UA��S NO S�� itReviewed: YES NO Business License# �Gn Applicant License# C^ Business Information.: / Property Owner/Job Location Information: Name: . Name: Street: Street: Z i r e �� L ` City/Town: �l `�� City/Town: �F��'o� � �ly ' Telephone: ' '" 5�6 Telephone: 3 z 6 0'7.7 Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff Initial J-1 M-1- estricted license J-21 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 v"' Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational . Fire Dept.Approval Institutional_ Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft.' Number of Stories: Sheet metal work to be completed: New.Work. Renovation: HVAC '� Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: r INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes Ej No ❑ If you have checked Xa, indic; Other th type of coverage by checking the appropriate box below: A liability insurance policy 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 Owner's Agent By checking this box/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 Insspection Date Comments Type f License: By C� Master Title �� . Rn ❑.Master-Restricted City/Town YNt �SU L ❑Journeyperson (L Signature of Licensee. Permit# 1) � �� CA) License Number: 0 Fee$ ❑ Check at www.mass.g2y dol Email: Inspector Signature of Permit Approval f ` 1�E�#IIE'l.IftP.lill��lSb'I��CCI�F.!'Ff� Office afrMVS*atiorrs 600 WaS dngtan Shwi Boston,MA 02111 Workers' CunVensatim Insurance Affidavit Bmlde S/CantractuIs echac ainsd3imbers Applicant Information Please Pit Ac1drem Zy � � z . CiwSb 06,kt,,V lu%k': fit: vrz�-3 yPhow.. .. 5-0 f `- YlI g Are van-an employer?Check the app ragriate box:-' Tyke flf project(ranged): I. I atn a emplayer uith. 4: ❑I ant a general contmctar and I New oons employees(fananuor pa wand).* �� 6. 2.❑ I am a sale pmpnekw or partner- . listed onthe attached sheet ?- ❑Rern g ship and have no employees These sub-consractars have 8-.Q Demolition waddng forme in any capacity. em4doyees and have worms'ce comP-comp_in— 4_ ❑Building adciifion [No wadScars' stzraa "'M`�'"'" reFire d-] 5. 0 Weare a cmporafimanid its 1a❑Electrical repairs or additions 3-❑ I ama bomecumer doing all wok officers have exE=ed 9= 1L0 Plumbmgrepairs or additions myzeM[No 'o=p- right of man per MGL L 0 Rocsfrepairs insun=erequired]Y c.152,11{4�and wehmreno employees-[NO worms• 13_❑Other ca=p-mmmmce ] •A.aT a�rp6 that d edm box R mast also Moutthe sectaateIow�ag ffi&wuke mmp aparcpin am. #3ameoavass Who sab=xtt this sMdzvA indkitmg d ey zmdGmg sH wodi aid dmnbim outage cant xdm mntA mtmit anew affidav-a iadies m saclL fCaaltaci. ffiat chedrt3¢s box mast eMr%d aaaddibam-1 sheet sbawb gtLensmeof die Viand s ftwheflm arim1hose ewkinhne emph"es.Ifthesub-cm�have em3playw-,dLegmustpnmde ffies Rarker+'P-.ValkF ataahM lam an euiplopr€fiat is prauiding ivarkers'couperesabion insurance for wzy estrp4wm Below is flte pvficy and jab leliff irt,forra�tinrt Insurance Company Name: 4, 1 � II) %h 5�rG t✓t ( � (.�.�. Policy 44f or Self-ins I.ic_ [3 Al 4 06 Z -/Fj Job Rt a Address `�� i r v j%s CitplStiwzip: �%c'� �`F�✓ !l(�' AEfiach a copy of the workers'compeusationpol cg-deci-tration page(showing the policy number and expiration date). Failure to secure coverage as re quiredunder Section 25A of MGL c�152 can lead to the imposition of criminal penalti of a fine up to$1,50D Mandfor one-yearimprisvumenk as well as civil penallies.in the fona of a STOP WORK ORDERand a fine of up to 4-00 a dap aQait&the violator_ Be advised ihxat a copy of this statement may be farwarded.fn the O6ice of , Iavesfigations of the I) far iwmance coverage verificatitm Arlo lierairy comfy� titepaitts andPerial�ies�fFatjnr,�'fhatt7�e in,{ar4rra€r'ar}prosfrbed abm�s' bars d correct &MMINtame- Date-_ Phone a.fthd um only. Dv not wrtfe to f ds ama,fa be campletced by cfip artown*j01errs1 t5 or'I'a v= Perr idMicense f Lssuing Au9rtrrity[circle onej: • L Board of Health 2.IIuffdmg Departinent 3,CityfFowa Clerk 4.Electrical Inspector S.P.h mbing Inspector 6.Other contact Person: Mew#- - — 6 laformation and Instructiolls Mmssar3mer s Gebeaallaws chap r 152 reggaes all miploy=-to providewarIs'=npensaf im fzstheir employees. Pursaantto fllis sf�fe,an ernj7hg eW is defined ss.¢:V7MY Peasan m�e service of saoib��dez any co�rart ofli exp�or implied,oral or written." An fmpk yer is defined as-an mdx�' mL p ,assmigi om,cmpora#ion or of ez.legal entity,ar auY two or mote of the foregoing edged in a joint a terp d=,and incbdmg the legal=pr=mb rues of a.deceased eanployer,or the receiver ar trastee of an mdividml,p ip,association cr ofbes Iegal eadtY,emPloYmg employees. However the ownea of a dwell jr g house having not mine than#tree apartments and who resides fiierein,or the occupant oftbe - dweIImg house of aao&er who employs pemons to do mami�ce,caasiruction or repair Wmk on such dwel&ng house or on flze grounds or bmldmg ffiereto shaIl not because of each employment be deemed fn be an employees" Mf L chaptnr 152,§25C(6)also staffs that"every site or local firms agency shall withhold ffie issaauce or renewal of a license or permit:to operate a business or to construct buadings in the commonwealth for any applicantwho has not produced acceptable evidence of cdmpH=c:e wiffi the kmranc•.e,covex2ge required." Additionally,Md chapter L52,§25CM states-Nexffim fhe cc =aal&nor lay of ifs portical snbdiVisiODS shall enter into any cunt ad for the pesflxman ce ofpublic wm k uotil acceptable evidence of camplia;a=with the insurance.. regzm=cents of this chapter have Been pr esenJ:ed to t3ie cont<acdng aufhozity.-" - Applicants Please fill o-at the W03i s'compensation affidavit completatn by checking the boxes ffiat apply to your situation and,if necessary,supply sob-cotes)name(s), address(es)and Phmonombra(s)along with tliea cmtiffcate(s)of insurEMCD. Limited Liability Compames(LLC)or Limited Liabri y-Pmtnemhigs(LIP)wifhno employees oflier the members or p are not rimed to cagy worms' compensation ins ono-- If an LLC or LLP does have employees,apolicyisregnn-eci Be advised thA this affidaYk may besumfnfireDepzdmeutofIndnsitW Accidents fbr confirmation of insa=m covesag- Also he sure to sign and date the affidavit The Rf 5davit should be-rcft aed to flee cify or town that the application for the pest or license is being mquesbA not the DeParfineat of Indrzstlial Accident Should.you have any questions regarding the law or ifyou are rued to obtam a woricets' compensation policy,please call theDeparfinentatfhe number listedbelow. self-fiL=cdcompanies should enterfhea s elf filmrauce licensenombes on fae appropriate line City or Town officials Please be sure that the affidavit is complete and prhitr,Ci legmly_ The Department has provided a space at the botkm of th.e a$davit for you to fill out iathe event the Office ofInvesfig�has to confactyouregardingthe ap:pIicant_ Please be sure;to fill is the peon>tllicemse number which.wdl be used as a refeseace number. In addition,an applicant f bat must sabm it muHiple penitlIicense.applications in any gives year,need only submit one affidavit mdicatmg Gam policy infozmation(if necessary)and under`job Situ:fi�dress"$e applicar should write�sII Iooatiofns in (may ar town)-"A copy of the•affidavit that has been.officially stamped or mmdced by tie city or to maybe provided to fhe applicant as proof the a valid affidavit is on file foot fie putts or Irc=es A new affidnk nazst be f Mee i of t ea ch year."V&ero a home owner or citizen is obtaiag a hornse or permit notrelated to any business or commercial Teazt= (i_e_ a dog license or pert to bum leaves eta_)said person.is NOT required to complefE this affidavit - The Of m of Inv=figations would hIm fr:thank you in advance for your coap=afion and should you have any questions, please do not hasi bdr,to give us a call `Ihe Department's a&rms,telephone and fax ranm m-- D m=t cif Aw-idMJrt Office of Invmtka-0= �oll�f�4�llk . Ta*617- -4 c�ft 406 or I--977 MA SSAFF, Fax#617 727-'749 Kevised424-07 Wm �g�� Town of Barnstable Regulatory Services � BARNBTAbLE. txAea, Richard V.Scali,Dircet " Building Division Tam Perry,Building Commi s ioner 200 plain Street,Hyannis,M 2601 www.town.barnstable. us Office: 508-8624038 Fax: 508-790 fi230 Property Owner Ddust Complete and Sign Th Section If Usin A Buil r 1 Tina Chisari,Trustee of the SSC Realty Tnist ,as Nvncr of the subject property hereby authorize. Paul Romanovicz of Architectural Building Solutio ; to act on my behalf, in all matters relative to work authorized by this building j ertrut application for.: i 25 Irving Street,Centerville,MA 02632 i (Address of Job) i**Pool fences and alarms are the responsibility Of the applicant. Pools � are not to be tilled or utilized before fence: i nstalled and all final ( , inspections are perfc�.rtncd and accepted. . 16 1� Signature of()wncx Signature Applicant ` I i 1N ? �1f1 Print Name Print Name � i i Date �. , t t . i t t i • i - l l i © _ D.R.T. HEATING & AIR CONDITIONING 1248 Route 28A •'Cataumet; MA 02534 Mailing address: P.O. Box 666 • Buzzards Bay. MA 0253.2 508-56 T'. fax 508 S64-9595 �S•41.18 80C4-924-HCA Submitted To: Architectural Building i;Solutions,Inc. Date: 4J2/2018 15 Cypress Street Phone. 508.326-7077 Plymouth,MA 0236o Email: ;pawl@ab.spaul,com Attn: Paul Romanovicz Job Site: 25 Irving Street,Centerville,MA We hereby submit specifications and estimate for bid to:. • Install Lennox EL195UH045XE36B 95%efficient natural gas furnace w/ECM blower motor&a matching Lennox C35-24B 1%-ton AC coil to heat/cool the ill floor and basement as one(1)zone(Unit in basement) • Install Lennox MLt8oUH045P24A 8o%efficient natural gas furnace wJ matching Lennox CH35-24/3oA 2-ton AC coil to heaticool 21111 and 3rd floor as two(2)zones using'a Honeywell HZ311 zoning system:Zone t—2"d floor;Zone 2-3ra floor (Unit in attic/knee wall) • Install two(2)Lennox HCC16-28 filter cabinets w/'16 x 25 x 5 Mery 11 filters • Install two(2)Lennox 13ACX'Merit Series t3 SEER R41oA refrigerant condensers outside home on a plastic pads q Il • Install all new 26-gauge galvanized ductwork with Reflectix bubble wrap on the exterior using a air gap to create a R8.o insulation value in the attic area and a R6.o insulation value in all other areas • Install all new flexible ductwork from main trunk line to register - • Seal all ductwork to meet 2012 1.E.C.C,energy requirements • Install an adequate number of supply and return ducts • Acquire Manual J calculations,sheet metal permit and blower duct test • Supply three(3)new Honeywell Pro T4 digital programmable thermostats 1 Sperm cial Notations:All wiring and gas piping to be done by others,, i*Equipment Note:Lennox offers a io year parts warranty after equipment is registered.D.R.T.can change equipment tom Comfort-Aire that offers a 12 year parts warranty once registered ifinterested.Please call for a revised proposal,it will be the; same price WE PROPOSE hereby to furnish material and labor-complete in accordance with above specification,for the sum of Twenty Two Thousand-Six_Hundred Fifty-Doliarr� . _.,.._ , ..,;._w...._, ...._. - w ..__ _-4.22,650.0 Payment to be made as follows: Upon Signing 500.00 Y Upon Start of Job $8,000.00 `. Upon Completion of Rough $8,000.00 Upon Installation of Condensers ` $3,000.00 Balance Due Upon Completion $3,150.00 All material is guaranteed to be as specified.All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire,tornado and other necessary Insurance.Our workers are fully certified by Workmen's Compensation Insurance. Authorized Signature: James Dlede,President,D.R.T.Heating Note:This proposal may be withdrawn by us if not accepted within 34 days Acceptance of Approval: The above prices,specifications and conditions are satisfactory and are hereby accepted..You are authorized to do the work as specified.Payment will 4e made as outlined above. Date of Acceptance: _ Signature: Visa/MasterCard accepted.Therewill be an additional zX fee for crecll$4 ments. • �:rPlease si8n and re urn this copy to our o(f ice. Retain the additional ropy,Jai your records 11 18 08:32a DRT Heating&AC 15085649595 p.1 A V CERTIFICATE OF LIABILITY INSURANCE DATE(MMfD o 17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement an this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Cheryl hollis C.L. HOLLIS INSURANCE PHONE Fgt). (508)295-9500 11 Ne:(5083295-9898 140 Marion Rd ,DDRESS:Chery llee®insurehollis.com DDRE INSURER(S)AFFORDING COVERAGE NAIL A Wareham MA 02571 INSURfRA:SafetY Indemnity _ INSURED INSURERB.Safety Indemnit JAMBS DIEDE DRT HEATING &.AIR CONDITIONING DBA INSURERC:Twin City Fire Insurance Co PO BOX 666 INSURER D INSURER E: BUZZARDS BAY MA 02532 1 INSURER F: COVERAGES CERTIFICATE NUMBER:CI.156202364 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. NOTWTHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IILTTRR TYPE OF INSURANCE B POLICY NUMBER P D�EFF MM1D POLICY E31p I LINTS X COMMERCIAL GENERAL LIABILITY i EACH OCCURRENCE S 11000,000 ES TO CLAIMS-MADE F PRE OCCUR D.4MAGETO Ea ocTED ENT D S 300,000 PAIS BMA0024109 . 9/12/2017 9/12/2028 MED EXP(Any om Person) S 10,000 PERSONAL&ADVINJURY S 1,000,000 GENL AGGREGATE U MIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 X POLCY D JERCTT LDC ;PRODUOTS-COMPIOPAGG S 2,000,000 OTHER ;EPLI S 113,000 AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT S 1,000,000 .IEe acci.�ent) H X ANY AUTO 'BODILY.NJURY(Per personl S A�SS"ED x AUTOS 6233263 5/4/2017 5/4/2D18 BODILY;NJURY(Per acdderl) S NON-OyMVED 1 PROPERTY DAMAGE X HIRED AUTOS AUTOS I IPer accident S S UMBRELLA UAB OCCUR EACH OCCURRENCE S EXCESS LU B CLAIMS-MADE AGGREGATE S DED RETENTION S S WORKERS COMPENSATION X PER CTH- AND EMPLOYERS'LIABILITY YIN S`TtyT�1T R ANY PROPRIETOP.IPARTNERlEXECUTIVE 9/13/2017 9/13/2028 ,E.L.EACH ACCIDENT S $00,000 C OFFICERMEIJI8ER MC LDED7 � N/A ° (0lartdatory In NH) OBWECTR6573 E.L.DISEASE-EA EMPLOYEE S 500,000 If des,describe under ❑=SCRIPTIOF,OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 I DESCRIPTION OF OPERATIONS I LOCATIONS i VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space Is requlredl CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Cheryl Hollis/CHERYL 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(2o14o1) - ;' fc CpMMONWEAL�'t aF MASSACHUSETT SNEE7 Mlt WORKERS.„ ry .6 ob ISSUES THE FOLLOWING 10EIVSE ; MASTER-UNRES R CTED . JAMES�M DIRE WC)'OX 666 DRT HEATING&A/C 1 BUZZARDS BAIT,MA ' lZU666 E128/2015 n - s � 7,O'Ns ASS ��SETTS DfflVER!S, ' � tL7109149/201T S 0 2666 1 312020 �4103� _ � £1 ''g�CCA66 a2 NEST " NO t END €j ' 151 RFAT NECK tt WA Mj MA0, 71, ? Wt a a '165EX M �6NGT 6 0� e*" - ��,___ ` �eitl %eat� trzicTt James M Dhe a ai x EPA Ap�Srovet� � �,�.�� SyiPte#t+b2t`30,'1D99 Technician`TYPE UbNIVtRSAL , 4f 40 2308147 8111/201 i mCe, _ 13ata=v PrOsidwt b(iY TC85nin}j^61r�' _ - M —A, r. s; CONTROL IMPORTANT If your license islost,�damaged or destroyed is;inaccurate or w needs to be corrected,visit our web site at mass govltlpl instructions to nsure the proper rriailing of your Renewal ` 'i *Application ande any"other.correspondence " : - � q x ',',Thin license is sgb)eOt to Massachuset s Gen rin t b regulations.Yoilr`license is a prNilege;ar% � ftiaw(Keep this assigned to any person or entity under„p„ ty, license on your�person or'' sted as required by law an i/or ,' ` st regulations. ' 43 r �3 [[ y . _._ w�x�' 1 III II 'CIIIIIII� I Z,En� - - _ 0: a� 7286G0501 {i V �www.massriTiv.com 88, MA6L171M16 r 1 CLASS 96d - 1 a, D:Small.hicieieac Wan ...�._....,,,� ea 0116s exceQl achpal ENDORSEMENTS RESTRICTIONS• ' NONE NONE 3 � n j s /j -. C"E OF ADDRES6 PRINT aEIOW PEHMANENUIWC 7 z � .. ., �,. i ¢ Z 41 Y' 4 1 x 1 .t 4#q- � y t'�a'xrw;$A?.. t -Y 3—11dye c+ MAP INSTALLED BUILDING PRODUCTS OF SAGAMORE PO BOX 1309 SAGAMORE BEACH, MA. 02562 INSULATION CERTIFICATION-PER IECC 303.1.1 10B SITE: t7 :14 L) dV �T ✓ �1 MA. BATT INSULATION: Exterior wall;: Type: y`J C�660 Manufacturer: 4wW5 Ce%f�_R-Value: terior walls tairwellll Type: Manufacturer: R-Value: G rfr� A,1,7L41� Basement Ceiling: JJJ Type: 64 i S K F anufacturer: OW W S t 0-4-'j1`j R-Value: TO Flat Ceiling: Type: Manufacturer: R-Value: Sloped Ceilings: Type: Manufacturer: eow( S 6ta± R-Value: BLOWN INSULATION:(FIBERGLASS OR CELLULOSE) Exterior walls: Type: Manufacturer:. R-Value: Settled Thickness: Settled R-Value: Installed density: Coverage Area: Number of Bags: Flat Ceilings: Type: 0 f/7�1ti3 S Manufacturer: R-Value: `7 Settled Thickness: �� Settled R-Value: f Installed density: Coverage Area: Number of Bags: Sloped Ceilings: 740 Type: (f�4 1.n f_� Manufacturer: R-Value: v� Settled Thickness: �l S t Settled R-Value: Installed density: r� Coverage Area: Number of Bags: Installed By: /� �t Date: 7 /1Y For MAP Installed Building Products of Sagamore i • 3t. i r,,j9y�I,- �, '._ 2a�1.3..L�.}a1.,.LL,sW' "''•..:_.+, ,rid. V�. �d: '��t��7.1•,� This horne has been Professionally 9nsuiated with t : Owens Corning < PROPINK°L77 Loosefill Insulation �— ()ib Site Acidness) I State _—•j Owens Corning' PROPINKO L77 Loosefill Insulation :' �•'^d t�• .,,1:nn i1L U _-.;,,t e0 no .�,ontgsdgy,Ntr la ! (3 rKf-. , '+t:ar t .,CSpF't9 rr - w11.rhr' to .1 y •Ltll n: It .r^qu analr l; ill t n r t? dt't• iL;•.`ar Ft ,4e•pt .t,-.,i€,,. K k .Ms rnt l s<.Sha Ut t.l t. } �t - n,• r. L-+:I a1ttGUn of ft -(i'.t r•ti r 1Uith[ s it -t,y &9 n!,et.`In,rn or r+ i m r+mvm Ih:rl.r0.s f.,IGrr••b- el_m aau_ rb W ondC holh the r of i a Wgs.rnti t; Its..,v,mtmi thr K•.•, .- '•cF:ns_..Vnil In./P.?+t'i1�U.On?_LaIG^. Attics 33 Walls �} &V Pe ..%ulmum Ott:%9retpl�r tVeigAlh ,ISFgjtggn, %iroinwri sntlea Inf1m Otadty- (aeetage M hp Pit it.;vei`/ r l i n CCns6lk(„xs ( .I4lkuis''' M•ilge` Fr R. ibid.. 19bf./pol, @a(! :hd I,DOD Sph h rt O.I Dt! 4.75 •1753.5 - !9 15 20 .r ••y }+ --- h,t rnlsrr ui i>ap nnCd ^F rGi.: 0311 t•� i• tt .5 µ_ �i ti 8,R O.Ja4 92S Fsien.l-rl R.v.duc n!. 7.J 1_ "�-? (er'Mtlllw MN,IGI I,qI} --Lim Ia.D VS 2 G.1S J G.>JS AIC t+i Ct?t-er 7./S dy ih.f{.t R!•i ry}2 r ry ,, l i 7•••�_•n c t.n. N'rt7 �4.0 itg'. 2`,. R'i7 1.1 d 1 +rT[yr ��ggQ othertrpe{s)ori _.:._.._ Q7A7 u.^�-•�__,r G.25 mSGldGgn nl attic _ F 50 f�. �t3.r U.4•IG�_._.._.e._trl.5i: +1.5(t �` h o1 prevtni< Cathedral Ceding, Floors m 111,.l(ul ttmMmn MSh0e/Demur %nirl+an c Fet t6nmF,i,.etilAt Ibt. q ratio ;ifi=ml hum Omsily, �rutimam &V Rt Xirxaua tbs. S•diet ttidgeu •Stu N,6t h. •r«a g'Pel III,, l :fy.It `Pn' it• -Ttihnm lm.Re ra,r5 (p4t1tge Rr•ERq too*Ili rl. Cn'iq`rtA -is16 3 2zD t 506 +eat C 30h =•s. .'.iZ ?,;i!r i..l .eEz i.Glt' 's3 '<IO lil " v : ..rti.I.C-1 11n� ;I tS rt,V 9t:1 ':•I v+itl fd rl r i%29gtre3 t9 f,l(l"H.vtlk,v,ffYl r"4t,rl9t!t!,'P�IfxC.•xrdtibfJCANo K ^{ .cc,{° -r, ',,r1,_.frrrrxr•:�,e,,tnu c ci91; l,us ihp I,.ZtEr t.,i •�'�- r�• THE FOLLOWING PRODUCTS HAVE BEEN INSTALLED IN THIS HOUSE. 9 Kraft Unfaced Foil Loosefill FS-25 R_ .._. Value Thickness No.pkgs. Coverage Area Ceilings ❑ ❑ ❑ ❑ ❑ e- �_ Floors ❑ O ❑ ❑ ❑ Walls ❑ ❑ 0 Q ❑❑ .: Basement ❑ ❑ ❑ ❑ ❑ y. ❑ ._ _ r ❑ ❑ ❑ ❑ Crawlspace ❑ ❑ ❑ _ ❑ ❑ . Attic O ❑ ❑ ❑ ❑ =1 _T ❑ ❑ ❑ ❑ p =- _ — Date_ Budder :trl'Ip(tt'.y k `- i on•tnru7y ,�.. A pholle JWENS CORNING INSULATING SYSTEMS,LLC ONE OWENS CORNING PARKWAY TOl"DO.ONTO USA a.1hr,q � tNu 10020 32.P0V 0d 1t a 1.800•GET• , www.owenseorn ll.a.,,A hl(vorrrt317p,0.?h c3Rr,r9lr,lsa r-- ing.com a 1st,WFellUadPlr, rka!Owet.Comut r r < �7.Cat2QI,rQwenSCunitrr fn,ultpun 1 ( jj tt SYsieins,I.LC All Rights Resolved, t j :. Y�'��4J��(�2t��,��`f1� t�i� >fr�� •�J�Jq'��1� �� 1�� { w r J., '.�'/�l ,�}f�y� ,� {tq• �y1ry�� Tk{ ,t t i f'tfl'i'��` - J`7 1 t.. /s,. I,: ,: ��:,..�.:�,..,: •.�� ,��l.ti_!„''��,t� �"('r�"�.�'��:,l l�,� �f!��, ,J��(�T?t Town of BarnstableBuilding y Post This:Cacd%SoThatit isU�s�ble-From the Street A roved,Plans,.Mustbe-Retained,"on.J,ob„and�this Card"Mustbe^Kept *- BAyS.l3'CA k "''`". ',,. '?i ':v'4. ,:, M" Posted UntilFFinal;lnspection Has46een Made k K r W.hece'aCertificate<-ofOceu anc"iRe wiredsuch Bu�ldm shall Not be Occa ied until a Final=Inspection:haskeenmade Permit .Permit No. B-17-2253 Applicant Name: PAULJ RO MAN OVICZ Approvals Date Issued: 11/21/2018 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 05/21/2019 Foundation: Location: 25 IRVING STREET,CENTERVILLE gg Map/Lot 226 123 Zoning District: RB Sheathing: 'v B •r »x Owner on Record: CHISARI,TINATR '- 3s x Contra torc Name .,PAUL J ROMANOVICZ Framing: 1 Address: SSC REALTY TRUST Contractor License: CS=.082079 2 . ,. .; ' WEST NEWTON,MA 02465 z; Est Project Cost: $9,500.00 Chimney: Description: Demolish Existing 746sq ft.Cottage. `" PermrtFee: $125.00 �a Insulation: Fee Paid °` $125.00 Should have been issued 12/12/17. RMCK Final: x- Date 11/21/2018 Project Review Req: Plumbing/Gas E Rough Plumbing: Building Official Final Plumbing: } Rough Gas: This permit shall be deemed abandoned and invalid unless the work authonzedby this permit is commenced within six"months after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which his 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. UV This permit shall be displayed in a location clearly visible from access st`reet�or road and shall be maintained.Jopen,for public inspection for the entire duration of the Electrical work until the completion of the same. � � Service: The Certificate of Occupancy will not be issued until all applicable signa_Lures by the Building and Fire Officials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department nal: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fi i Town of Barnstable Building Department -200 Main Street r. ewxxse LxL 9 P Hyannis, MA 02601 jOn.M " Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-2254 CO Issue Date: 4/2/2019 Parcel ID: 226-123 Zoning Classification: RB Location: 25 IRVING STREET, CENTERVILLE Proposed Use: - e Name of Tenant: Sprinklers Provided: Gen Contractor: PAUL J ROMANOVICZ Permit Type: Residential-Single Family Type of Construction: Design Occupant Load: 0 Comments: THREE BEDROOM y g Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition w ofBarnstableBuilding Town . h: n Post This Card So That it Is V�sible`,From the Street Approved Plans Must be Retained on Job and this Card Must be Kept r + FIAIUNSTABl.6. s" - MASKPosted Until final Inspection Has Been Made }r` � � . . .° _ f Permit Where a Certificate;of Occupancy�s Required*such%Bu,ildmg shall Not be Occupied until'a FinaLlrispectonhas bet�n made y Permit NO. B-17-2254 Applicant Name: PAUL J ROMANOVICZ Approvals Date Issued: 12/12/2017 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 06/12/2018 Foundation:, erc 6��1i8a(,�lf� Teardown Map/Lot 226-123 Zoning District: RB Sheathing: Location: 25 IRVING STREET,CENTERVILLE f rb l ex Contractor Name: : PAUL 1 ROMANOVICZ Framing: Owner on Record: CHISARf,TINA TR 6 ;'` _ Contractor.License: CS-082079 2 Cf � a I�JYN Address: SSC REALTY TRUST Est Project Cost: $575,000.00 Chimney: WEST NEWTON, MA 02465 � p $ Permit Fee: $3,057.50 a�Q• ) T Insulation: Description: fit.Single Family Dwelling per the attached stamped Fee Paid:} $3,057.50 engineered and architectural drawings date d 3� 6 Final: 5/ h Bedrooms. P cQ 5404— Date r' 12/12/2017 Project Review Req: . r PI t ✓'!� Rough Plumbing: r • xM - j 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 theapproved 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;an'd codes. Finaj This permit shall be displayed in a location clearly visible from access street .r road and shall be maintained open for'public inspection for the entire duration of the 3 s work until the completion of the same. Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by`,the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: x - 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. 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 J S S IMIE . Town of Barnstable' 1lffl11 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 RARNWABM WANK Until Final Inspection Has Been Made. � 1619. . Permit , o " Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-17-2254 Applicant Name: PAULJ ROMANOVICZ' Approvals <� ` Current Use: Structure 1�_. ✓� r . Date Issued: 12/12/2017 Permit Type: Building-,New Construction-Rebuild After Expiration Date: 06/12/2018 Foundation: Teardown Map/Lot: 226-123 Zoning District: RB Sheathing: Location: 25 IRVING STREET,CENTERVILLE Contractor Name: PAULJ ROMANOVICZ Framing: Owner on Record: CHISARI,TINA TR - Contractor License: CS-082079 2 �- Address: SSC REALTY TRUST Est..Project Cost: $575;000.00 R Chimney: WEST NEWTON,MA 02465 Permit Fee:: $3;057.50 Description: .2384sq ft.Single Family Dwelling per the attached stamped Insulation: Fee Paid: $3,057.50 engineered and architectural drawings dated 11/11/2017.3 Final:' Bedrooms SBA-SP 2017-063 Date: 12/12/2017 Q y Project Review Req: x �`6 y Plumbing/Gas Rough Plumbing: Building Official Final Plumbing:o} ( 2//i9,11 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 Service: The Certificate of Occupancy will not be issued until all applicable'signatures by the Building and Fire Officials are provided on this permit. 6%! 4 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 _Z3 Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Q Work shall not proceed until the Inspector has approved the various stages of construction. Final: \At)z "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL_c.142A). Fire De a en ' (� Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICAT O _. , ,� c '� -� - sq ' Map T2:6 Parcel /Z3 �'Id�/,�, -��tion�#: �. Health Division 4116 jg Date Issued Conservation Division 0�1/� 2®j, Application Fee � Dd �l Planning Dept. ��>,�� Permit Fee da936 L� Q Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �y Project Street Address 25 -1 rw` S• r Village Cap,krycf I f, o Owner SSG (Zedd-u�rivs4- -11 Aa-Chisa.ri Address log ftdaYY13 1't&Wfiao6i, 02qS,(O Telephone toll-- Otnl•-ZI'Zq Pe quest pemolm'k .a!XJ'5f 1 t 7t/b'S � �l LotId n'tto Sq (n �, 1 . �� V1 our a, n b !!ALI Square feet: 1 st floor: existing'•741b proposed / 2nd flooP ng Q proposedtM Total new , . Zoning District 1� �SIA6OTflood Plain Groundwater verlay .. PITZ Project Valuations '7,' CDOO�,konstruction Type =4C Lot Size Sq Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) o Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes No Basement Type: A Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) ® Basement Unfinished Area (sq.ft) /L100 S I . Number of Baths: Full: existing new Half: existing 0 new Number of Bedrooms: 2 existing i new Total Room Count (not including baths): existing new 0 First Floor Room Count Heat Type and Fuel: >Gas ❑ Oil ❑ Electric ❑Other Central Air: X Yes ❑ No Fireplaces: Existing New 0 Existing wood/coal stove: ❑Yes XNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name PO-01 W)0W 1Z) Telephone Number --sM 10n1 Address IS Cif License # Pkim-A ,m A Q'23�,( Home Improvement Contractor# Email POA"= &O" h bU111 6601 f�01o) - Worker's Compensation #�•-00--�-M6A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO QL M1 bp( 'd SIGNATURE DATE :1-l Z-17 FOR:OFFICIAL USE ONLY APPLICATION # . s DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION .� 7 d, FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachureffs Deparhnent of Industrial Accidents. ; Office of Investigations 600 Washington Street:; Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectriciaus/Plumbers Applicant Information ( Please Print Legibly Name(Business10gmiralion/lndivid,-d): (� �%eL (�n`}tr �.SeS L L C. Address: 167 C-141M � -d City/State/Zip: PI Ao MA ov3io Phonet Sd — 32600—r Are you,an employer?.Cbeck pthe appropriate box: Type of project(required): LJV I am a employer with L.. 4. I am a general contractor and I have hired the sub-contractors 6. New construction employees(foil and/or part-time).* - 2.[I I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship.andhave no employees These sub-contractors have 8. )qDemoIiiion ' working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp race comp.inerrrance t 5. F1 We are a corporation and its I0.❑EIectrical repairs or additions 3.0 I am a homeownerofficers have exercised their doing all work 11.❑Plumbing repairs or additions myself- [No workers'comp. right of exemption per MGL 12.0 Roof repairs - iD� ce required.]t c.152,§1(4),and we have no employees.[No workers' 13.❑Other comp,insurance required-) *Any applicant that checks box#1 mast also fill out the section below showing their wormers'compensation policy fi fnnnation. t I3omcowncrs who submit this affidavit indicating they are doing all work and then hire outside coat actom must submit a new affidavit indicating such. #Cou ractors that check this box must attached an additional sheet showing the name of the sob-contactors and state whether or not those entities have employees. lfthe sub-contractors have employees,they mnstprovide then-woikers'comp.policy mimbet 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.#: �&L SM-5061Ca LQ 16 A Expiration Date: f i d 2 9- 0 Job Site Address: rViP1A ral City/State/Zip:�Q�1�Qtr�j Q..m� 0`632 T 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 ofMGL c.152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisorunent;as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify under the pains and penal�of perjury that the information provided above is true and correct Si e: N,- Date: -- Phone# Official use only. Do-not write in this area,to be completed by city or town off daL Bprmitll-lcph sea Issuing Authority(circle one): - 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachnsetls General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"_..every person in the service of another under any contract of hire, express or implied,oral or written_" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the. receiver or trustee of an individual,partnership,association or other legal entity,employing employees. Howevm the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,consttiiction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chaptef 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter,152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work uutl acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation,and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC).or Limited Liability Partnerships(LLP)with no employees other than the members or partaers,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,apolicy is required.. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign.and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any gnestions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below_ Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom you to fill out in the event the Office of Inve lions has to corrtact you regarding the applicant e affidavit for of the � Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple p'effiit/license applications in any given year,need only submit one affidavit indicating cinrent " c' o should write all locations in r policy information(if necessary)and under Job Site Address the applicant ( �' town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file fir fiitore pemiits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT ragair d to complete this affidavit The Office of Investigations would hike to thank you in advance for your cooperation and-should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. r The Commouvmalth of Massachusetts Depar(ment of Industrial Accidents.' Of tce of ImveWgations 600 Wasbhgton Sheet Bastan,l�A Q2111 ° Tel.#617-727-490.0 ext 406 or 1-977 MASSAFE. Fax#f 17-727-7749 Revised 4-24-07 www.mas5_gav1dia ACo CERTIFICATE OF LIABILITY INSURANCE DA 07/11/20 7YY' 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 WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Toni E.DaviesG.H.Dunn Insurance Agency NAME:ONE FAX P.O.Box330WC.N EXt: (508)322-3240 (A/C,No):(508)322-3241 Buzzards Bay,MA 02532 E-MAILDE uz SS: toni@ghdunn.com INSURERS AFFORDING COVERAGE NAIC# INSURER A: Western World 000000 INSURED RomarI Enterprises LL Architectural Building Soluti INSURER B: AIM 15 Cypress St INSURER C: Plymouth,MA 02WO INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LNTR TYPE OF INSURANCE ��SU&t POLICY NUMBER MM DD/YYYY M EFF MIDDNYYY LIMITS A COMMERCIAL GENERAL LIABILITY NNP8410464 12/01/2016 12/01/2017 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR DAMAGE TO RENTED 100 000 PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEHL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,E POLICY JECT LOG - PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED -AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED - PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE - AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WCC-500-5014100-2016A 11/25/2016 11/25/2017 PER orHa. AND EMPLOYERS'LIABILITY STATUTE 1 1 ER ANY PROPRIETOR/PARTNERIExECU7NE I NIA E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? F_Nu '— (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 IF yes,describe under 500,000 DESCRIPTION OF OPERATIONS below • E.L.DISEASE-POLICY LIMIT I S DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN SSC Realty Trust Trustee:Tina Chisarl ACCORDANCE WITH THE POLICY PROVISIONS. 251rVing Street Centerville,MA 02632• AUTHORIZED REPRESENTATIVE 4C:;;(;;O)l 1 ©1988-2015 ACORD CORPORATION. All rights reserved. , ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Inspection Schedule Request for inspections— two-week.lead-time! Home Energy Raters will be'unable to perform any final, Code Compliance Inspections or Diagnostic Testing on any project that has not had an insulation or duct test.-Our third party quality control process mandated by RESNET is very specific and allows no exceptions. Pre-emptive duct and frame inspection This onsite visit is not a requirement, but can be beneficial to identify any issues that could present a problem at the final inspection. Contact us when you anticipate the duct system being 100% roughed in. (All Duct systems must be tested to receive rebates—maximum total duct leakage is 6%regardless of system location) Mandatory insulation inspection Contact our office to arrange for the mandatory insulation inspection. A few days notice is preferable in order for us to schedule a timely inspection and avoid delays with the wallboard installation. An initial LED light bulb order will be placed, based on what fixtures we see during the insulation inspection. Additional LEDs can be ordered up to the final inspection Mandatory Final Inspection Includes blower door and duct test (unless ducts had been previously tested) The home does not have to be 100% completed, only the items below. • All insulation and major air sealing details completed • Mechanical systems in place • 24-HR Bath fan control in place and power to bath fans • LEDs installed. Additional bulbs are available until final paperwork is processed • Energy Star Refrigerator and Dishwasher in place. • Permanent utility meter(s) must be in place. Please be aware of the building code that is being enforced in your town. Reaching the mandatory infiltration rates are difficult and require advanced air sealing. As a builder you must hire a insulation or weatherization contractor that will guarantee you will pass. Good Luck! Re-inspections are invoiced $250 per visit—Failure to comply with all requirements $700 incentive fee repayment. Please call to confirm the status of your project. Your account representative can be reached at 508-833-3100 3 Building Summary Property 'Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating .25 Irving Street 888-503-2233 07/14/2017 Centerville, MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.big Property/Builder Information _ Building Name Irving Street 25 Owner's Name Architectural BuildingSolution Property Address 25 Irving Street City, St, Zip Centerville, MA 02632 Phone Number Builder's Name Architectural BuildingSolution Phone Number (508)326-7077 Email Address paulromanovicz@yahoo.com Plan/Model Name IECC 2015 Community/Development UDRH2O17 Permit Date/Number Organization Information � _� Organization Name Home Energy Raters LLC. b Address 180 State Rd Suite 2U City, St, Zip Sagamore Beach, MA 02562 Phone Number 888-503-2233 Website www.EnergyCodeHelp.com Rating/RESNET Information Provider ID T 1998-136 Sample Set ID 0000 - Registry ID , Rater's Name Chris Mazzola Rater's ID 8873503 Rater's Email info@EnergyCodeHelp.com Rating Date 07/14/2017 Rating Type Projected Rating Reason for Rating New Home Rating Number REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville, MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP,MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.bIg General Building Information Area of Conditioned. Space(sq ft) 4138 Volume of Conditioned. Space 35449 Year Built 2017 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 3 Foundation Type More than one type Enclosed Crawl Space Type Unvented Number of Stories Including Conditioned Basement 2 Thermal Boundary Location REM Default Foundation Wall Information Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) foundation R121 Cond->ambient/grr 108.0 9.0 8.0 1.0 0.050 0.078 *Uo Value Combo combines wall, airfilm, and soil path Foundation Wall Library_ List Foundation Wall: R121 Type Solid concrete or stone Thickness(in) 10.0 Studs None Interior Insulation Continuous R-Value 12.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation R-Value 0.0 Ins top 0.0 ft from top of wall Ins bottom 0.0 ft below grade REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Page 2 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville, MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.big Foundation Wall Library List f Note Added AP11/14/05 Slab Floor Information Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) slab below grade Uninsulated slab" 972 8.0 138 108 0 Slab Floor Library_List Slab Floor: Uninsulated slab* Slab Covering Tile Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab - Yes Note Frame Floor Information Name Library Entry Location Area(sq ft) Uo Value >basement R30,FG2,10-.16 Btwn cond 8 uncond 432 0.041 bsmt Frame Floor Library List Floor: R30,FG2,10-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 10.0 Cavity Insulation Grade 2 Joist Size (w x h, in) 1.5 x 10.0 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering HARDWOOD REWRate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 3 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville,MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.big Frame Floor Library List Note Rim and Band Joist Information Name �^Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value •Ins Cavity Ins Thk(in) Spacing Grade 1st>2nd ft Blcokers Cond -> 80.00 0.0 20.0 5.5 16.0 2 0.055 ambient 1st>2nd ft runners Cond -> 82.00 21.0 0.0 0.0 16.0 2 0.040 ambient Above-Grade Wall _ Name Library Entry Location Exterior Color Area(sq ft) Uo Value AWGs R21,FG,6-16 Cond -> ambient Medium 2872.10 0.056 gable walls R21,FG,6-16,G2 Cond -> ambient Medium 82.30 0.061 >attic R15,FG,4-16,+5 Cond -> attic Medium 401.90 0.053 >unfinished base R15,FG,4-16 G2 Cond -> uncond bsmt Medium 270.00 0.084 A b ve-Grade Wall Library List V - Above-Grade Wall: R21,FG,6-16 Information From Quick Fill Screen F Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0:0 Frame Cavity Insulation (R-Value) 21.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (defined) 0.1900 Gypsum Thickness (in) 0.5 Note Entry for confirmed REM reports Above-Grade Wall: R21,FG,6-16,G2 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Page 4 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville, MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.big Above-Grade Wall Library_ List Frame Cavity Insulation (R-Value) 21.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (defined) 0.1900 Gypsum Thickness (in) 0.5 Note Entry for confirmed REM reports Above-Grade Wall: R15,FG,4-16,+5 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 - Framing Factor- (defined) 0.1900 Gypsum Thickness (in) 0.5 Note Entry for confirmed REM reports Above-Grade Wall: R15,FG,4-16 G2 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) - 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Entry for confirmed REM reports REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Page 5 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville, MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.b[g Window Information Overhang I Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading Front AGWaU 1 West 0.280 0.290 111.70 0.0 0.0 0.0 0.85 0.70 None None Front slider AGWall 1 West 0.280 0.290 66.70 0.0 0.0 0.0 0.85 0.70 None None Front gable AGWall 2 West 0.280 0.290 5.70 0.0 0.0 0.0 0.85 0.70 'None None . dh - Right AGWall1 South 0.280 0.290 56.90 0.0 0.0 0.0 0.85 0.70 None None Right ca AGWall 1 South 0.280 0.290 12.00 0.0 0.0 0.0 0.85 0.70 None None Rear AGWall1 East 0.280 0.290 26.40 0.0 0.0 0.0 0.85 0.70 None None Rear awning AGWa(( 1 East 0.280 0.290 16.00 0.0 0.0 0.0 0.85 0.70 None None Rear fd FndWall 1 East 0.280 0.290 13.60 0.0 0.0 0.0 0.85' 0.70 None None window Left AGWall1 North 0.280 0.290 45.00 0.0 0.0 0.0 0.85 0.70 None None Left awning AGWall 1 North 0.280 0.290 15.80 0.0 0.0 0.0 0.85 0.70 None None Left fd FndWall 1 North 0.280 0.290 9.60 0.0 0.0 0.0 0.85 0.70 None None window Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area . Right ThermTruOpaqueF w/o AGWatt 1 40.0 0.131 6.7 No bulkhead ThermTruOpaqueF w/o FndWall 1 20.0 0.131 6.7 No Roof Information Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier. Clay Tiles Ventilation Attic flat R49,BFG20,4- 895.00 1119.00 Medium No Attic 0.020 No No Vaulted R34,LDF1,10-1 606.00 606.00 Medium No Vaulted 0.029 No No ceiling Roof Library List Ceiling: R49,BFG20",4-24,G1 Information From Quick Fill Screen Continous Insulation (R-Value) 36.3 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 01985-2016 Noresco, Boulder, Colorado. Page 6 of 16 I Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville,MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.big Roof Library List -- Cavity Insulation (R-Value) 12.8 Cavity Insulation Thickness (in) 5.5 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 3.5 Insulated Framing Spacing (in o.c.) 24.0 Framing Factor- (default) 0.1100 Ceiling Type Attic Note 6 inch rafter Ceiling: R34,LDF1,10-16,C Information From Quick Fill Screen Continous Insulation (R-Value)- 3.6 Cavity Insulation (R-Value) 33.9 Cavity Insulation Thickness (in) 9.3 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note quick-fill by MP 12/15/05 Skylight Information Name Roof Orientation U-Value SHGC Area(sq ft) Winter Summer Pitch[?/12] Assignment Shading Shading Front Roof 2 West 0.370 0.300 10.0 1.00 1.00 4 REWRate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 7 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville, MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP,MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.bIg Mechanical Equipment Number of Mechanical Systems 5 Heating SetPoint(F) 68.00 Heating Setback Thermostat Present Cooling SetPoint(F) 78.00 Cooling Setup Thermostat Present Heat: Gas Furn, _45_, 95% SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity(kBtuh) 45.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 349 Eae Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 50 Cool: ACC 18K 13 SEER System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 18.0 Seasonal Equipment Efficiency 13.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 50 DHW: Gas Instant, 82 % _ Water Heater Type Instant water heater Fuel Type Natural gas REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Page 8 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville,MA 02632 Chris Mazzola Rater ID:8873503, Weather:Barnstable AP,MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.bIg Mechanical Equipment � Energy Factor 0.82 Recovery Efficiency 0.00 Water Tank Size (gallons) 0 Extra Tank Insulation (R-Value) 0.0 Note i Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 100 Heat: Gas Furn, _45_, 95% � SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity (kBtuh) 45.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 349 Eae Note Number Of Units 1 Location Uncond.bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 50 Cool: ACC 18K 13 SEER System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 18.0 Seasonal Equipment Efficiency 13.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 50 REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Page 9 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected.Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville, MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.b(g DHW Efficiencies All bath faucets Et showers—2gpm false All DHW pipes fully insulated>= R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 57 TOTAL Pipelength for longest DHW run 77 DWHR unit present? false DHW Diagnostics dhwGpd 46.03 peRatio 0.69 dishwasherGpd 2.06 clothesWasherHotWaterGPD 3.89 EDeff 0.95 ewaste 24.65 tmains 56.80 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 - pumpConsMmbtu 0.00 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 01985-2016 Noresco, Boulder, Colorado. Page 10 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville,MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.b(g Duct Systems Name 1 st duct Conditioned Floor Area(sq ft) 2376.0 #of Returns 2 Heating System Gas Furn,_45_, 95% 3 Cooling System ACC, 18K, 13 SEER Supply Duct Surface Area(sq ft) 240.6 Return Duct Surface Area(sq ft) 89.1 Duct Leakage Qualitative Assessment Not Applicable Duct Leakage to Outside Supply+Return 92.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 92.00 CFM @ 25 Pascals Duct Tightness Test Postconstruction Test Type Location Percent Location R-Value Supply Unconditioned basement 50.0 6.0 Conditioned space 50.0 6.0 Return Unconditioned basement 50.0 6.0 Conditioned space 50.0 6.0 Name 2nd duct Conditioned Floor Area(sq ft) 1762.0 #of Returns 2 Heating System Gas Furn,_45_, 95% Cooling System ACC, 18K, 13 SEER Supply Duct Surface Area(sq ft) 178.4 Return Duct Surface Area(sq ft) 66.1 Duct Leakage Qualitative Assessment Not Applicable - Duct Leakage to Outside Supply+Return 68.00 CFM 25 Pascals REWRate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 01985-2016 Noresco, Boulder, Colorado. Page 11 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville, MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolut_ion Irving street 25 Pre-REM.bIg Duct Systems Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 68.00 CFM @ 25 Pascals Duct Tightness Test Postconstruction Test Type Location Percent Location R-Value Supply Attic, exposed 100.0 8.0 Return Attic, exposed 100.0 8.0 REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 01985-2016 Noresco, Boulder, Colorado. Page 12 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville,MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuRdingSolution Irving street 25 Pre-REM.blg Infiltration and Mechanical Ventilation Whole House Infiltration — Measurement Type Blower door test Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Rate(cfm) 81 Sensible Recovery Efficiency(%) 66.00 Total Recovery Efficiency(%) 33.00 Hours per Day 24.0 Fan Power(watts) 30.00 ECM Fan Motor false Ventilation Strategy for Cooling : Cooling Season Ventilation Natural Ventilation i REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 01985-2016 Noresco, Boulder, Colorado. Page 13 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville, MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.bIg Lights and Apptia es� Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 691 Refrigerator Location Conditioned Range/Oven Fuel Type Electric Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Electric Location Conditioned Moisture Sensing No - Energy Factor 3.01 Gas Energy Factor 2.67 Clothes Washer Location Conditioned LER (kWh/yr) 704 MEF 0.817 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior CFLs% 100.0 Interior Fluorescent% 0.0 Exterior Lights% 100.0 Garage Lights% 100.0 REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. O 1985-2016 Noresco, Boulder, Colorado. Page 14 of 16 . Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville,MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.btg mandatory Requirements IECC Requirements Verified IECC 04 false Verified IECC 06 false Verified IECC 09 false Verified IECC 12 true Verified IECC 15 true Verified NY-ECCC 2010 false Verified IECC MI false EPA Requirements Rater certifies that the home complies with the following requirements for: None Rater Design Review Checklist(National) - Rater Field Checklist(National) HVAC Design Report HVAC Commissioning Checklist(optional) ENERGY STAR Version 3 Appliances Amount - Refrigerators 1 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: false Basement Floor Area 0.00 2009 IECC Prescriptive Requirements for ENERGY STAR v3.0 false Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Page 15 of 16 Building Summary Property Organization HERS Architectural BuildingSolution Home Energy Raters LLC.. Projected Rating 25 Irving Street 888-503-2233 07/14/2017 Centerville, MA 02632 Chris Mazzola Rater ID:8873503 Weather:Barnstable AP, MA Builder Irving Street 25 Architectural BuildingSolution Irving street 25 Pre-REM.big DOE Zero Energy Ready Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric_ false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No , Ready Home access to utility bill data for one year. Active Solar -- System Type None Collector Loop Type p None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 Notes E£tW has been"Rater Reviewed-Does Not Apply" REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 01985-2016 Noresco, Boulder, Colorado. Page 16 of 16 Home Energy Rating Certificate Property HERS Architectural BuAdingSolution Rating Type: Projected Rating Certified Energy Rater: Chris Mazzola 25 Irving Street Rating Date: 07/14/2017 Rating Number: Centerville,MA 02632 Registry ID: Projected Rating: Based on Plans -field Confirmation Required. Estimated Annual Energy Cost HERS Index' 54 Use MMBtu Cost Percent • Heating 58.4 $806 30% General information Cooling 2.4 $130 5% Conditioned Area 4138 sq.ft. House Type Single-family detached Hot Water 12.1 $154 6% Conditioned Volume 35449 cubic ft. Foundation More than one type Lights/Appliances 29.4 $1587 59% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 102.3 $2677 100% Heating: Fuel-fired air distribution,Natural gas,95.0 AFUE. Cooling: Air conditioner,Electric,13.0 SEER. Criteria Water Heating: Instant water heater,Natural gas,0.82 EF,0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 160.00 CFM25. 2012 International Energy Conservation Code Ventilation System Balanced:HRV,81 cfm,30.0 watts. 2015 International Energy Conservation Code Programmable Thermostat Heat=Yes;Cool=Yes Building Shell Features Ceiling Flat R-49.1 Slab R-0.0 Edge,R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-37.5 Window Type U-Value:0.280,SHGC:0.290 Above Grade Walls R-21.0 Infiltration Rate Htg:3.00 Clg:3.00 ACH50 Foundation Walls R-12.0 Method Blower door test Rating Company Home Energy Raters LLC , Lights and Appliance Features 180 State Rd Suite 21.1 Percent Interior Lighting 100.00 Range/Oven Fuel Electric Sagamore Beach Ma 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-833-3100 Refrigerator(kWh/yr) 691 Clothes Dryer EF 3.01 www.energycodehetp.com Dishwasher(kWh/yr) 270 Ceiling Fan(cfm/Watt) 0.00 REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings.m 1985-2016 Noresco,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. YOU WILL NEED BALANCED VENTILATION TO COMPLY WITH THE NEW CODE On 1/1/2017 a new energy code and a new ventilation code took effect (IECC2015 and ASHRE 62.2 2013). The net result is if you are going to comply you will need a balanced ventilation system, which recovers energy from the exhaust stream and preconditions the incoming fresh air. There are multiple ways to comply. HVAC contractor may have a preference. Here two of many options . Good (homes <-4.,000 sq.ft. or less,budget system) One Panasonic ERV(FV-04 http://business.panasonic.com/FV-04VE1.htmI (has two ducts (fresh air in and exhaust) it recovers 66% of the energy form,the exhaust to pretreat the incoming air) (Price at EFI.org is —$327*) PLUS one additional exhaust only fan controlled by a humidity sensor (either a Panasonic FV-05-11 VKS2 with the condensation module or a Broan Z110 fan with humidity control) Price at EFI.org is —$200*. *Both can be sourced where you choose ER is just a reference. The ERV can go in a hallway, an outside wall, a laundry room, or a powder room. It cannot go in a bathroom with a shower or bath that has high humidity. BeSt (Larger homes or clients that would value advanced filtration and guaranteed fresh air to improve Indoor Air Quality) (installed prices range significantly depending on the feature set —$2000 to —$3500 is common) Install a fully ducted HRV system,which will draw exhaust air from bathrooms or kitchens and provide fresh air to a living space. Significant energy is recovered from the exhaust air. Advance filtration is available including HEPA filters to ensure your incoming air is clean. BroanNenmer, Lifebreath, Zenhdar and others offer complete systems and some design support. For most houses Broan has a product that can accommodate your needs, and reasonable prices http://www.broan.com/fresh-air-systems In some cases you can eliminate some bath fans. Additional Products and links: • Panasonic FV-05-11 VKS1 with a built in 24 hour timer or condensation sensor httr):Hbusiness.r)anasonic.com/FV-05_1.1 VKS1_..html?sc_me=sem_google-search_cov_vent- fans models (if the fan does not come with 24 hour programmable timer built in you need to install one ) • Broan Z110 Humidity Sensing Far' http://www.broan.com/products/product/e237abd5-6613-4032-b610- fe9ec282e2a9 • Fv-05-11 VKS1 (Variable speed Fan set to run low speed all day and control wires to kick to high speed) http_/4!zq§iing�as.p-4!lq5onic.com/FV-05-11VKS1.html?sc_mc=sem a000le-search vent-- ---------- fans models (exhaust only duct) • https://www.youtube.com/watch?v=cR1 kw*MvxY8&feature=youtu.be discusses the ERV • httr)s://www.voutube.com/watch?v=8HflvCzzIPj&feature.=youtu.be talks about wiring usually people use option 2 for wiring so the plug and play module control operation. • Air-king ASHRE compliant ventilation range hood http://www.airkin.glimited.com/page/energy-star-ECQ- ASHRAE-hoods.html y®( Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constr_.Eti'o.riySiSpervisor CS-082079 fires: 11/01/2019 i I; r. PAUL J-ROMANOVICZ 15 CYPRESS S'T PLYMOUTH MA:02360 N Commissioner Construction Supervisor Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gov/dpl o I Mckechnie, Robert From: Mckechnie; Robert Sent: Wednesday,August 23,2017 11:32 AM To: paul@architecturalbuildingsolutions.com` Subject: permit application for 25 Irving Street, centerville` Good Morning Paul, , Your application for a demo rebuild at the subject address cannot be.processed at this time due to the following reason(s): 1.) The application package does not contain approval from the Zoning Board of Appeals for the demolition and rebuild of a house on a legal nonconforming,lot less than 10,000 square feet. Please review_the Town of Barnstable Zoning Ordinance 240-90 and 91 and.either provide the recorded special permit decision or seek relief thru the process with the Town of Barnstable,Zoning Board of Appeals. 2.).The proposed lot coverage and the floor area ratio must be noted on the plan. 3.) The total finished living area is approximately 4236 square`feet,,not the reported 3196. 4.) The cover sheet should reflect that this plan,as designed, complies with the 110 mph wind code. There is no mention of this. 5.) Are there any shear walls?The nailing'schedule has not been provided. Both should be noted on the stamped plan. �3ease contact me with any questions, Thank you,, Robert Mckechnie - Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 _ a 1 Doc : 1 s 313 s 564 01"24-2017 11 :26 Ctf-:211927 BARNSTABLE LAND. 'COURT REGISTRY h F , ? 3 r QUITCLAIM DEED I, Tina R. Chisari, Trustee of the TRC Realty Trust under Declaration of Trust dated December 28, 20I2 and filed with the Barnstable County Land Court Registry as Document No. 1211752, Z for consideration paid and in full.consideration of less than One Hundred and 00/100 ($100.00) Dollars 3 grant to Tina Chisari,Trustee of the SSC Realty Trust under Declaration of Trust dated January 23,2017, filed with the Barnstable County Land Court Registry herewith with quitclaim covenants The land situated in Barnstable in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: , Lot 2 a Plan 23802-C to Said land is subject to the easement and restrictions referred to in Certificate of Title No. 14963 so far as the same are now in force and applicable. t N There is appurtenant to said land aright of way of Irving Street,as shown on said plan,to and N from Centerville Avenue-and Wianno Avenue,public ways, in common with all others now or hereafter lawfully entitled thereto. , -So much of said land as is included within the limits of°Irving Street is subject to the rights of-all cpersons lawfully entitled thereto in and over the same... a" Being the same premises conveyed to the Grantor by Deed dated December 28, 2012 and filed with the Barnstable County Land Court Registry as Document No. 1211753, Certificate of Title No. 199418. - Witness my hand and seal this 23rd day of January,2017. 'T2 0 5 rat. Tina R. Chisari,Trustee COMMONWEALTH OF MASSACHUSETTS Norfolk,ss. On this 23rd day of January, 2017, before me, the undersigned Notary Public, personally appeared Tina R.Chisari,proved to me through satisfactory evidence of identification,which was to be the person whose name is signed on the preceding or attached document,and acknowledged to me that she signed it voluntarily for its stated purpose;8 Trustee of the TRC Real Trust. f MATTHEW D. KILLEEN Notary Public: cS'l9tw /111'//e Notary Public w COMMONWEALTH OF MASSACHUSETTS My Commission Expires: 1110'pIy My Commission Expires On April 04.2019 BARNSTABLE COUNTY „i REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARNSTABtE REGISTRY OF DEEDS John F. Meade, Register A LETTER OF TRANSMITTAL I IN JC Engineering Inc. Civil&Environmental Services 2854 Cranberry Highway dC�p°o Telephone: 508-273-0377 E.Wareham,MA 02538 Facsimile: 508-273-0367 TO: Paul-R. DATE: 07/11/17 JOB NO. 3694 RE: Proposed Site Plan 25 Irving Street Centerville,MA WE ARE SENDING YOU: X Enclosed Under separate cover via X the following: Report Prints Brochures Shop Drawings Specifications Copy of Letter Change Order Forms Please find enclosed six(6) stamped&signed Proposed Site Plans, a Soil Suitability Assessment for Sewage Disposal form,and a BOH checklist for,your use. THESE ARE TRANSMITTED as checked below: For Approval Resubmit Copies for Approval X For Your Use Approved as Noted Copies for Distribution As Requested Returned Approved as Submitted Returned For Review and Comment For Your Information REMARKS Should you have any questions,please feel free to contact our office. Thanks. COPY TO: File SIGNED: Michael Pimentel, E.I. . Home Energy Rating Certificate Rating Date: 2019-03-07 Registry ID: 461172453 Final Report EkotropeID: 3LMkJ0yv Index • Annual Irving25 Street, Centerville, MA Your home's HERS score is a relative performance score.The lower the inumber,the more energy efficient the $ ,344 . Builder: 48home.To learn more,visit *Relative to an average U-S.home Paul Romanovicz Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following Heating 47.8 $1,437 2015 International Energy Conservation Code Cooling 0.6 $35 1457.Hot Water 2 $ Lights/Appliances 21.2 $1,145 Service Charges $0 Generation(e.g.Solar) 0.0 $0 Total: 72.3 $2,762 Home Feature Summary: Rating Completed by: Mo,.e.e�gy Home Type: Single family detached Energy Rater.Andrew Popielarski %so Model: N/A RESNET 117:5363711 Existing 140 Community: N/A Homes "° Conditioned Floor Area 3,026 sq.ft. Rating Cornpany:Home Energy Raters,'LLC 220 180 State RD Suite 2 Upper. 110 Number of Bedrooms•. 3 Reference w0 Primary Heating System: Furnace°Propane•95 AFUE 508-833 3100 Home Primary Cooling System: Air Conditioner Electric-15 SEER RatingProvider:Ener Raters of Massachusetts 9Y BO Primary Water Heating: Water Heater•Electric•3.24 Energy Factor 2 Woodiawn Street Amesbury,MA 01913 HouseTightness: 1117 CFM50(2.37 ACH50) 978-270-3911 SO � Ventilation: 80.0 CFM•155 Watts • Duct Leakage to Outside- 46 CFM25(2.67/100 s.f.) i This Home 30 Above Grade Walls: R-21 20 P io Ceiling: Vaulted Roof,.R-38 ZCfOEHo„�e G WindowType: U V lue:0.28,SHGC:028 d�b Less Emw Foundation Walls: N/A Andrew Popielarski,Certified Energy Rater aw,3nu, Digitally signed:3/11/19 at 3:30 PM v 2015 IECC R-406 RESNET F Registered Energy Rating Index Property Orga�n'i�te.rt Energy Rating Index Information Buiider:Paul Romanovicz Company:Home Energy Raters,LLC RESNET Registered Rating Address: Phone:508-833-3100 Rating No:461172453 25 Irving Street,Centerville,MA 02632 Rater:Andrew Popielarski Rater ID(RTIN):5363711 Date Rated:2019-03-07 /dor•En•rgy Rated Home Calculated Rated Home Cost($/yr) Energy Use(MBtu) ISO Existing Sao Heating 47.8 $1,437 Homes k 330 Cooling 0.6 $35 [ 320 - Water Heating 2.7 $145 Reference 110 ioo Lights 8 Appliances 21.2 $1,145 Home vo Photovokaics 0.0 $0 ' eo total # 72.3 $2,762 70 .'Based m Standard operating Mdtbns .- jk 7 so ERI with PV:48 so This Home ERI without PV:48 w :o zero EH me o 10 Electric(kWh):7,290.1 CO2 Emissions(Tons):8.0 Natural Gas(Therms):0.0 Energy Savings($)—JJ/A Les,Energy .. mou RESNET � 'Based m tee 2015 IECC fl408 fletermce hsign aorne ' T • «: PASS This home MEETS the Energy Rating Index Score requirement of 2015 IECC R-406 for Climate Zone 5.It MEETS all of the requirements verified by Ekotrope.Mandatory requirements are summarized on the 2nd page of this report,some of which are not verified by Ekotrope. Name: Andrew Popielarski Signature: f,PV&&U& Organization: Home Energy Raters,LLC Digitally signed: 3/11/19 at 3:30 PM Oo— Company:Energy Raters of Massachusetts Address:2 Woodiawn Street Amesbury,MA 01913 444 Fa Phone#:978-270-3811 = wa++�ge•Tas Fax#: F9s9. 6 e c�AeonwlTo"P To determine H a provider is property accredited go to:www resnet.ustprofessionaVprograms/search_directory (Confirmed and tested) Provision Number Topic Compliance Decision 2009 IECC Table Building thermal envelope minimum insulation'levels and . PASS 402.1.1 or 402.1.3 maximum fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R402.4 Envelope air leakage maximum leakage rate (Climate Zone 5 ACH50) PASS. R402.4.1/Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402A 1.1 R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances PASS' R402.5 Maximum fenestration U-factor and SHGC (U-Factor)PASS (SHGC)PASS R403.12 Heat pump controls PASS' R405.2 Duds outside of conditioned space to be insulated to a PASS' minimum of R-6. R403.32 Duct sealing on all duds. PASS' R403.3.3 Duct testing for ducts in unconditioned space PASS' R403.3.5 Building cavities not used as duds. PASS' R403.5.1 Heated water circulation and temperature maintenance PASS' systems comply R403.5.3 Hot water pipe insulated to R-3 FAIL R403.6 Mechanical ventilation meeting the requirements of the IRC. PASS` or IMC.Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for . systems. permit R403.8 Systems serving multiple dwelling units to meet the PASS' mechanical requirements of the IECC commercial R403.9 Snow melt and ice system controls installed where applicable PASS' R403.10 Pools and permanent spa energy consumption meet PASS' requirements for heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. PASS' R404.1 High efficacy lights installed in 75%of permanently installed PASS fixtures. These items have been field-verified by the Rater,Field Inspector,Code Inspector,or Builder. IECC 2015 Performance Compliance Property Organization Inspection Status 25 Irving Street Home Energy Raters,LLC 2019-03-07 Centerville,MA02632 508-833.3100 Rater ID(RTIN):5363711 Andrew Popielarski RESNET Registered 25 Irving St. (Confirmed) Irving Street 25-3LMkJ0yv Builder Paul Romanovicz Annual Energy Cost Design IECC 2015 Performance As Designed Heating $2,375. $2,015 Cooling $85 $69 Water Heating $149 $149 SubTotal-Used to determine compliance $2,609 $2,233 Lights&Appliances $934 $915 Onsite generation $0 _ $0 Total $3,543 $3,148 Requirements 405.3 Performance-based compliance passes by 14.4% - •. ® 402.4A.2 Air Leakage Testing Air sealing Is 2.37 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. 402.5 Area-weighted average fenestration SHGC 402A Area-weighted average fenestration U-Factor - - 404 Lighting Equipment Efficfercy - ® R403.6.1 Mechanical Ventilation Efficacy _ Mandatory Checklist Mandatory code requirements that are not _ - checked by Ekotrope must be met: _ R405.2 Dud insulation Design exceeds requirements for IECC 2015 Performance compliance by 14.4%. As a 3rd party extension of the code jurisdiction utilizing these reparts,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 5.If rating is Projected,I certify mat the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application.If rating Is Confirmed,I oerefy that the address referenced above has been inspededAested and that the mandatory provisions of the IECC have been Installed to most or exceed the Intent of the IECC of will be verified as such by another party. Name: Andrew Popielarski, Signature: 4,.tAewx PspaaA. & Organization: Home Energy Raters,LLC Digitally signed: 3/11119 at 3:30 PM Ekotrope RATER-Version 2.2.4.2128 IECC 2015 Performance compilance results calculated using Ekobape RATERS energy and code complianxe algorithm. EkDlwpe RATER Is a RESNET Accredited HERS Rating Tool,All resula are based on data entered by Ekotrope users. Elmeope disclaims all liabilty for the i lotmatlun shown on the report. IECC 2015 Building UA Compliance Property Organization Inspection Status 25 Irving Street Home Energy Raters,LLC 2019-03-07 Centerville,MA02632 508-833-3100 Rater ID(RTIN):5363711 Andrew Popielarski RESNET Registered 25 Irving St. (Confirmed) Irving Street 25-3LMkJ0yv Builder Paul Romanovicz Building UA Elements IECC Reference . As Designed Ceilings 38.6. 47.2 Above-Grade Wails 163.3 161.2 Windows,Doors and Skylights 146.0 130.9 Slab Floor: 0.0 0.0 Framed Floors 44.6 37.7 Basement Walls 0.0 0.0 Rim Joists 10.1 8.8 Overall UA(Design must be equal or lower): 402.6 385.8 Requirements -402.1.5 Total UA aftematiae for insulation and fenestration . 402.3.2 Glazed Fenestration SHGC 402.4.12 Air Leakage Testing Air sealing is 237 ACH at 60 Pa.It must not exceed 3.00 ACH at 50 Pa. ® 402.5 Area-weighted average fenestration SHGC ® 402.5 Area-weighted average fenestration.U-Factor ® 404 Lighting Equipment Efficiency - - - ® 1111IX3.6.1 Mechanical Ventilation Efficacy - ® Mandatory Choddisl Mandatory code requirements that are riot . ._ ... checked by.Ekotrope must be met... 403.3.3 Dud 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 4.2%. Name: Andrew Popielarski Signature: f� er Pd)J Organization: Home Energy Raters,LLC Digitally signed: 3111/19 at 3.30 PM , Ekotrope RATER-Version 2-2.4.2128 IECC 2015 Prescriptive kampliance resells calculated using Ekotrope RATERb energy and code compliance algorithm. Ekovope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by rkotrope urors. - Elabope disclaims all liabifty,for the inlor--ion shown on this report. Air Leakage Report Property Organization Inspection Status 25 Irving Street Home Energy Raters,LLC 2019-03-07 Centerville,MA 02632 508-833-3100 Rater ID(RTIN):5363711 Andrew Popielarski RESNET Registered 25 Irving St. (Confirmed) Irving Street 25-3LMkJ0yv Builder Paul Romanovicz General Information Conditioned Floor Area[sq.ft.] 3,026 Infiltration Volume[cu.ft.] 28,322 Number of Bedrooms 3 Air Leakage Measured Infiltration 1117 CFM50(2.37 ACH50) ACH50(Calculated) 2.37 ELA[sq.in.](Calculated) 61.44 ELA per 100 s.f.Shell Area(Calculated) 0.985 CFM50(Calculated) 1,117 CFM50/s.f.Shell Area(Calculated) 9.179 Duct Leakage System 1 System 2 Leakage to Outdoors[CFM @ 25 Pa] 36.0 46.0 Leakage to Outdoors[CFM25/100 s.f.] 2.8 2.7 Leakage to Outdoors[CFM25/CFA] 0.028 0.027 Total Leakage Test Type Rough-in,with Air Post-Construction Handier Total Leakage[CFM @ 25 Pa] 36.0 46.0 Total Leakage[CFM25/100 s.f.] 12.8 12.7 Total Leakage[CFM25/CFA] 10.028 10.027 Mechanical Ventilation Rate[CFM] 80.0 Hours per day 20.0 Fan Watts 15.5 Recovery Efficiency% 66.0 Runs at least once every 3 hrs? true Average Rate[CFM] 66.7 2010 ASHRAE 62.2 Req.Cont.Ventilation 160.3 2013 ASHRAE 62.2 Req.Cont.Ventilation 166.4 Ekotrope RATER-Version 2.2.4.2128 All results are based on data entered bV Ekotrep6 users.Elmtrepe disctwms all abiuvfor the Inbnnatbnshownon this report. Building Specification Summary Property Organization Inspection Status 25 Irving Street Home Energy Raters,LLC 2019-03-07 Centerville,MA 02632 508-833.3100 Rater ID(RTIN):5363711 Andrew Popielarski RESNET Registered 25 Irving St. (Confirmed) Irving Street 25-3LMkJ0yv Builder Paul Romanovicz Building Information Rating Conditioned Area[sq.ft.) 3,026.00 HERS Index 48 Conditioned Volume[cu.ft.] 28,322.00 HERS Index w/o PV 48 Thermal Boundary Area[sq.ft.] 6,235.00 Number Of Bedrooms 3 Housing Type Single family detached Building Shell Ceiling wLAttic R41,DPBFG,10",10x16 G1 U-0.02 Windows(largest)I U-Value:0.28 SHGC:0.28 Vaulted Ceiling I R38,FG,12x16,G2,C U-0.03 Window/Wal[Ratio I0.12 Above Grade Walls I R21,FG,6x1 6,G1 U-0.05 Infiltration 11117 CFMW(2.37 ACH50). Found.Walls I None Duct Lkg to Outside 146 CFM25(2.67/100 s.f.) Framed Floors I R43,FG+MW,12x16,G1 R-43 Total Duct Leakage 146 CFM25(Post-Construction) Slabs I None Mechanical Systems Heating Furnace-Propane•95 AFUE T Cooling Air Conditioner•Electric•15 SEER Water Heating Water Heater•Electric•3.24 Energy Factor Programmable Thermostat Yes Ventilation System 80.0 CFM•15.5 Watts Lights and Appliances Percent Interior LED 100e/p Clothes Dryer Fuel Electric Percent Exterior LED 100% Clothes Dryer CEF 4.5 Refrigerator(kWhfyr) 623.0 Clothes Washer LER(kWh/yr) 60.0 . Dishwasher Efficiency 269 kWh Clothes Washer Capacity 4.3 Ceiling Fan None Range/Oven Fuel Electric Ekotrope RATER-Version 2.2.4.2128 al results are based on data entered by Ekotrope users.Elmbope dsclaims all liabifty for the Yrbrmawn shown on this repod. RESNET HOME ENERGY RATING Standard Disclosure For home(s)located at:25 Irving Street,Centerville,MA Check the applicable disclosure(s)in accordance with the instructions on the reverse of this page: M1.The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 92.In addition to the rating,the Rater or the Rater's employer has also provided the following consulting services for this home: []A.Mechanical system design B.Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself [ID.Training for sales or construction personnel E]E.Other(specify) W13.The Rater of the Rater's employee is: LJA.The seller of this home or their agent r1B.The mortgagor for some portion of the financed payments on this home RIC.An employee,contractor,or consultant of the electric and/or natural gas utility serving this home 04.The Rater or Rater's employer is a supplier or installer of products,which may include: Products Installed in this home by OR is in the business of HVAC systems I[]Rater InEmployer []Rater InEmployer Thermal insulation systems I11Rater I[]Employer Rater EjErnployer Air sealing of envelope or duct systems I0Rater IE]Employer E]Ratei I[]Employer Energy efficient appliances IE]Rater E]Employer Rater I[]Employer Construction(builder,developer,construction contractor,etc) Ir]Rater IE]Employer Rater I[]Employer Other(specify):F � Rater Employer Rater Employer R15.This home has been verified under the provisions of Chapter 6,Section 603"Technical Requirements for Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).Rater Certification#:5363711 To report any complaints regarding this Rater's service,please visit: http://www.energyratersma.com/Feedback_New.html Name: Andrew Popielarski Signature: Pepe Organization: Home Energy Raters,LLC Digitally signed: 3/11/19 at 3:30 PM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider 1 abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).The national rating quality control provisions of the rating standard are contained inChapter One 4.C.8.of the standard and are posted at http://resnet.us/standards/RESN ET_Mortgage_Industry_National_HERS_Standards.pdf The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2-Amended April 24,2007 a dD 2 m WE Town of Barnstable Regulatory Services nrnea Richard V.Scali,Director oM* Building Division Tom Perry,Building commissioner.' 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder l Tina Chisad Trustee of the SSC Realty Trust ,as Owner of the subject property hereby authorize Paul RomanoVu of Architectural Building Solutions to act on my behalf, in all matters relative to work authorized by this building permit application for: 25 Irving Street,Centerville,MA 02632 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant /,j Yq -5vq C Powl ROMWOvICL Print Name Print Name - Date C. D. CALHOUN AND A550CIATE5 CHARLES D.CALHOUN AAA, 51 SACHEM DRIVE SAGAMORE BEACH,MA 02562 TEL 1 FAX 1.508-833-3106 I E L D R E P O R T C O V E R 5 N E E T x DATE; 6/28/I8 NUMBER OF PAGES: I +gco�e ebn NAME TOWN OF BARNSTABLE INSPECTIONAL SERVICES �—. INSPECTORS Robert Mckcchrr ON 6/76/18 WE INSPECTED THE STRUCTURAL FRAMING �l/ �Q0 9.15 IRVING ST.THE PROJECT CONFORMS TO BOTH OUR CONSTRUCTION DOCUMENTS AND THE MASS STATE BUILDING CODE. { INSPECTOR Mckechnr COMMENTS= . 1-CLEARANCE ABOVE TOILETS IN DORM Y eee 180 CMR 5301 TOILET,BATH 1 SHOWER SPACES, NOT LE55 THEN 6'-O'.PROJECT HEIGHT 15.6'-B'IN BOTH. 2-VERIFY WIND CODE COMPLIANCE FOR ATTACHMENTS ON ENTRY DECKS. OUR DOCUMENTS CALL FOR"HURRICANE FASTENERS.'-,@=P_IER TO DECK<DECK TO PIER TO DECK t DECK TO HOUSE FRAME 51MP 0 i HTT22.T WERE INSTALLED /J ED. TN CHAR US CALH UN AAA. SE Adllhk� DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 2100—THERMAL INSULATION SECTION: 07 8416—ANNULAR SPACE PROTECTION REPORT HOLDER: THE DOW CHEMICAL COMPANY 200 LARKIN CENTER 1605 JOSEPH DRIVE MIDLAND, MICHIGAN 48674 EVALUATION SUBJECT: GREAT STUFF'" GAPS&CRACKS, GREAT STUFFY` PRO MULTIPURPOSE BLACK INSULATING FOAM SEALANT, GREAT STUFFTM MULTIPURPOSE BLACK INSULATING FOAM SEALANT,GREAT STUFFY' FIREBLOCK, GREAT STUFFTM WINDOW& DOOR, GREAT STUFFY" BIG GAP FILLER,GREAT STUFFY"" PRO GAPS&CRACKS, CONTRACTOR GRADE INSULATING FOAM SEALANT GAP FILLER, GREAT STUFF— PRO WINDOW& DOOR, CONTRACTOR GRADE INSULATING FOAM SEALANT DOOR&WINDOW, ENERFOAMrM, GREAT STUFFTM PESTBLOCK,AND GREAT STUFFTM OUTDOOR 1CC... ICC Ilili `�-- PMG LISTED "2014 Recipient of Prestigious Western States Seismic Policy Council ■t WSSPC Award in Excellence" INrrNNOUNCI � � A Subsidiary of �©ECOUNCIL' ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. t. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. P ewl m ', Y Copyright 0 2018 ICC Evaluation Service, LLC. All rights reserved. GJ i IMES Evaluation Report ESR-1961 Reissued June 2017 Revised June 2018 This report is subject to renewal June 2019. vwvw.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE and the annular space created by the penetration of wood PROTECTION fireblocking by pipes and conduits. The foam plastic Section: 07 21 00—Thermal Insulation sealant is recognized for use as an alternative to the Section: 07 8416—Annular Space Protection methods prescribed by the code for maintaining the integrity of penetrations of fireblocking. REPORT HOLDER: 3.0 DESCRIPTION THE DOW CHEMICAL COMPANY 3.1 General: 200 LARKIN CENTER 1605 JOSEPH DRIVE The foam plastic products described in this report are MIDLAND, MICHIGAN 48674 single-component, polyurethane foam sealants that (866)583-2583 expand to take the shape of cracks and voids. The foam sealant has a flame-spread index of less than 25 and a EVALUATION SUBJECT: smoke-developed index of less than 450 when tested in accordance with ASTM E84. The packaging consists of a GREAT STUFFTm GAPS & CRACKS; GREAT STUFFTM straw, gun or cylinder foam delivery configuration. ,The PRO MULTIPURPOSE BLACK INSULATING FOAM foam has been tested in accordance with ASTM E814 SEALANT, GREAT STUFF- MULTIPURPOSE BLACK (modified) to establish that the integrity of the fireblocking INSULATING FOAM SEALANT, GREAT STUFFY"' is maintained when the fireblocking is penetrated. FIREBLOCK, GREAT STUFF- WINDOW & DOOR, 3.2 Great StuffTm Gaps & Cracks, Great Stuff TM GREAT STUFFTm BIG GAP FILLER, GREAT STUFF TM Multipurpose Black Insulating Foam Sealant, Great PRO GAPS & CRACKS, CONTRACTOR GRADE StuffTm Fireblock and Great StuffTM Pro Multipurpose INSULATING FOAM SEALANT GAP FILLER, GREAT Black Insulating Foam Sealant: STUFFTM' PRO WINDOW & DOOR, CONTRACTOR GRADE INSULATING FOAM SEALANT DOOR & A minimally expanding foam plastic sealant..lt is provided WINDOW, ENERFOAM-,GREAT STUFFY"' PESTBLOCK, in aerosol cans. AND GREAT STUFF TM OUTDOOR 3.3 Great StuffT°Window&Door: 1.0 EVALUATION SCOPE A low-pressure-build, expanding foam plastic sealant. It is , Compliance with the following codes: provided in aerosol cans. 3.4 Great StuffTM Big Gap Filler: ■ 2015, 2012, 2009 and 2006 International Building Code®(IBC) A triple expanding foam plastic sealant. It is provided in aerosol cans. ■ 2015, 2012, 2009 and 2006 International Residential Code®(I RC) 3.5 Great StuffTm Pro Gaps & Cracks and Contractor Properties evaluated: Grade Insulating Foam Sealant Gap Filler: A minimally expanding foam plastic sealant. It is provided ■ Surface-burning characteristics in aerosol cans. ■ Annular space protection 3.6 Great StuffT°" Pro Window & Door and Contractor 2.0 USES Grade Insulating Foam Sealant Door&Window: Great StuffTM' Gaps & Cracks, Great StUffTM Pro A low-pressure-build, minimally expanding foam plastic Multipurpose Black Insulating Foam Sealant, Great StuffTM sealant. It is provided in aerosol cans. Multipurpose Black Insulating Foam Sealant, Great StuffM 3.7 EnerfoamTM: Fireblock, Great StuffTM Window& Door, Great StuffTm Big Gap Filler, Great StuffM Pro Gaps & Cracks, Contractor A minimally expanding foam plastic sealant. It is provided Grade insulating Foam Sealant Gap Filler, Great StuffM in aerosol cans. Pro Window & Door, Contractor Grade Insulating Foam 3.8 Great StuffTM Pestblock: Sealant Door & Window, EnerfoamM, Great StuffTM I Pestblock, and Great StuffTM^ Outdoor are aerosol foam A minimally expanding foam plastic sealant. It is provided plastic sealants used to fill cracks and voids in construction in aerosol cans. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed c_ as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. moE nuxcc ,,,,„ Copyright©2018 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 2 f 1961 1 Most Widely Accepted and Trusted Page 2 of 2 3.9 Great Stuff TM Outdoor: 5.3 A thermal barrier is not required when installation A minimally expanding foam plastic sealant. It is provided complies with Section 4.0 of this report. in aerosol cans. 5.4 Use of the sealants is limited to use in 4.0 INSTALLATION nonfire-resistance-rated partitions where combustible fireblocking required in Section 718.2 of the 2015 and Installation of the foam plastic sealants must comply with 2012 IBC(Section 717.2 of the 2009 and 2006 IBC)is this report and the manufacturer's published installation permitted, and to nonfire-resistance-rated construction instructions. The manufacturer's published installation permitted under the IRC. instructions are to be available at the jobsite at all times 5.5 The foam plastic sealants listed in this report are during installation. produced in Wilmington, Illinois, under a The foam must be installed to completely fill the annular quality-control program with inspections by ICC-ES. space around the penetrations for the full depth of the plate 6.0 EVIDENCE SUBMITTED that has been penetrated. Use of the foam plastic to fill cracks is required to observe the following limitations: 6.1 Manufacturer's descriptive literature. a. The maximum width of exposed foam or the annular 6.2 Report containing results of testing performed in s?ace of penetrations to be sealed is not to exceed accordance with ASTM E84(UL 723). 1 /16 inches (33 mm), and the nominal foam thickness 6.3 Report containing results of comparative testing is not to exceed 3 inches.(76 mm). performed in accordance with a modified version of b. The maximum area of exposed foam must not exceed ASTM E814. 18 square inches per square foot (1250 cmZ/mz) of wall area. 6.4 Report containing results of testing I performed in accordance with UL 1715. 5.0 CONDITIONS OF USE 6.5 Report containing results of testing performed in The Great StuffTM, EnerfoamTm and Contractor Grade foam accordance with ASTM D1622 and ASTM D1623. plastic sealants described in this report comply with, or are suitable alternatives to what is specified in, those codes 6.6 A quality control manual. listed in Section 1.0 of this report, subject to the following 7.0 IDENTIFICATION conditions: The Great StuffM, EnerfoamTm and Contractor Grade foam 5.1 Materials and methods of installation must comply plastic sealants described in this report must be identified with this report and the manufacturer's published by a label bearing the manufacturer's name (The Dow installation instructions. In the event of a conflict Chemical Company), the product type, and the evaluation between the manufacturer's published installation report number(ESR-1961). instructions and this report,this report governs. 5.2 The sealant is not to be used in applications where exposed to sunlight or weather. Nil P G R I IF / R ".y/ J�'sl ,vi f 3 daRg fi3,x ts 33 d r £ . a , t0 th matende Your loc, lot, y . Pe . �019, Af M a s y sh ; ?s y ASTM Cord 10 last ✓ 1 rlio / ;3. y' him ', i r ifl Al ai iaia, /i l rr y a Cd 3& �/ Cs s / i�� , o- � �� % g r WNW I' REVIN F j Ceder r a Mckechnie, Robert From: Paul Romanovicz <paulromanovicz@yahoo.com> f Sent: Thursday,June 28, 2018 4:02 PM To: Mckechnie, Robert Subject: Rough Frame inspection, 25 Irving Street � N Attachments: CDCal rough frame report.pdf, ESR-1961.pdf, Great Stuff jpg Hi Bob, attached is the information you are looking for the inspection performed on 6/26/2018. 1. Per Your request see attached photo and report regard yellow fire block. 2. Plumber installed all missing nail plates on 6/28/18. 3. Clearance above toilets see attached letter from CD Calhoun. 4. Horizontal penetrations foamed on 6/28/18. 5. Stringers tops have Simpson straps applied to all stringers installed on 6/28/18. 6. Anchors installed at lally posts on 6/28/18. 7. Code compliance for wind code attachments at entry decks, see attached report from CD Calhoun. Please feel free to call if you have any questions, 508-326-7077. Thank you, Paul Romanovicz 1 ,w CU &TC �l HC �IE FOIR 25 IRV ING STREET CENTER V ILE, MASS L15T OF IDRAUJINe5 A-1 AS 5UILT 51TE PLAN 4 FOOTPRINT A-10 FIRST 4 5ECOND rLOOR PRAMING PLANS A-2 AS BUILT ELEVATIONS A-11 ATTIC FLOOR FRAMING PLAN A-3 FIR5T FLOOR PLAN A-12 FULL CRO55 SECTION ,4-4 SECOND FLOOR PLr4N A-13 TY'PICAL WALL SECTION 1 pp A-5 BASEMENT" 4 ATTIC FLOOR PUNS A-14 MA CHECKL15T FOR COMPLIANCE A-(o LEFT AND FRONT ELEVATIONS 110 MPH LUIND ZONE E3 �Na�� A--1 REAR AND RIGHT ELEVATIONS A-15 DETAILS SHEET -Q0 A-S ROOF 4 ROOF FRAMING PUNS A-l(o WINDOW 4 DOOR 5CHEDULE5 A-9 FOUNDATION PL,4N ��EDARCy,T 5 Ni zTO N SQUARE FOOTAGE LEGEND: "t 00 NAAS s BASEMENT O SF 1�1AP 226 / LOT 123 SPECIAL PERMIT #00000000 IN OF FIRST FLOOR 1, 264 SF VILLAGE CENTERVILE Zon - Obi i-7 SECOND FLOOR 11 120 SF CIS, ZONING / RB ATTIC FLOOR O SF � CUSTOM HOME FOR 25 IRVING ST 6CAL6 p-ATe V28/11571/I'16/10/I'1 DRAWK3 W. TOTAL = 2,38 4 S F rT� TITLE SPEET r; G. D. G A L N O U N .l 4 A 5 6 0 C I A T E 6 I N C O R P O R A T E D 518AGAM DRIVE, BOURNE MA68, OB32 $08-833-3106 O I 10�-0i1 . BOA-O" - O 10'-011 ' 30'-4r 64'-8" r---------------- --- ---------------- - -- ------------------------------ ----------- I 1 I ' 1 ' 4'.S" f� I ^•F 1 I I 1 i ' AREA INSIDE SET SACK N MAE 22(o / LOT 123 NO BUILD ZONE APPROXIMATELY 5,000 SF VILLAGE CENTERVILE ' GIS, ZONING /RB 4 L: Ln I _ = EX16TING HOUSE � I STORY /COTTAGE STYLE r APPROXIMATLY 146 SI= ® ' 2 BED R I BATH ATH 1 cq o I PARTIAL BASEMENT o Y AR sD AR 1 I ---------- ------- ----------- ---- ---------------=-=----=----------- -----`-----------------=------------- -----------' Q��DIGS ti Y F 30�r N j C.MAsg •) 6 + oy�FgC rH OF 0 5r o CUSTOM HOME FOR 2 IRVING ST - _ WALE DAM Vgm I ORAMM NO, BITE PLAN / EX16TING OOTPR INT C. D. G A 'L: W U N 'r I 4 AOOOG IA T!0 INGOAP RATaa -I------ --- ---- -- -- - - - - - - - - ---- - ---- -- SIBAGNEMDRIvEBAGAMORPMABB 2562 506-833-3706 T m IH - - -- -- - - -- - - -- - - -- J, FRONT ELEVATION ., R {C�HT ELEVATION • � � . h tEF�ED AR cq<yo°� c) No. 9 9 Z .. � �� ELEVATION ��I®N ;moo MAS LEFT" ELEVATION y��A�THCFMPS� *GENERAL AND OR SUB CONTRAC OR SHALL VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND StARTING CONSTRUCTION.ALL STATE AND LOCAL BUILDNG CODES 814ALL BE ADHERED TO ANY DISCREPANCIES SHALL BE BROUGHT TO OWNER OR CD.CALb10UNS ATTENTION,DO NOT FIELD MEASURE DRAWNGS FOR LAYOUT PURPOSES ASK QUESTIONS 1 CUSTOM HOME FOR 25 IRVING ST 6aALE VA1E t128�tI PRARW NO, 0 1 If�5-- 9 6/101I1 A' ME AS BUILT ELEVATIONS C. D. C A L H O U N +' I A 0 0 0 C I A T 9 6 I N C.O R P O R A T E D 51 SACHEM DRIVE, BOURNE MASS, 02532 508-833-3106 341-011 TYR EXTERIOR WALL SPECIFICATIONS $ -TRIM see ELEVIS or"PAUL " -CEDAR SHINGLES 4"TO THE WEATHER SIDING OUTSIDE CORNERS ARE WOVEN ALTERNATE ROWS INSIDE CORNERS TRIM TO BUTT ALTERNATE ROWS -HOUSE WRAP 11 131.10 -V2" EXTERIOR SHEATHING TOP OF RAILING 36"ABOVE GRADE -2"x 6"STUDS�1a 16"O.C. YARD -TRIM SCHEDULE by"PAUL01 " °V�` "� o ON Q -ALL HEADERS >6'DOUBLE 2'xi2' W/FOAM FILLER M -R -21 HIGH DENSITY BATT INSULATION 3 ® -6 mtl POLY VAPOR BARRIER I? F/I a'-41 10'-0"I �, TIP. INTERIOR WALL 6PECIFICATION6: BAT1- H ® 41 2'DEN -8' -2' x 4" STUDS aQ 16"OL, Q 2 L GAME ROOM -EXCEPT 6' STRUCTURAL WALLS SEE FL PLAN FOR LOCATIONS -1/2" BLUE BOARD W/1/0"SKIM COAT PLASTER O" 3'-0" O CAMPING TRIM SCHEDULE by' PAUL ' 6'BEARING WALL 11-8 5X5 -PAINT INTERIOR 2 COATS,EXTERIOR 2 COATS ® 6-0 - 3-10 S-0 5'-0 3,�11 1 -FIRE STOP ALL WALL PENATRATIONS r ° 11 3'-1" c I — — rQ 3 4' S 6' TYPICAL FLOOR SPECIFICATION DB A-12 Q FAMILY ROOM -FINISH FLOORING by ' PAUL ° COVERED _ _ ,,� 3/4"74 G PLYWOOD 6UBFLOOR NAILED 4 GLUED 70 Q PATIO i 1 4 -ALL FLOORS BCI 11 1/8' SOS 2.0 L/480 JOISTS 10 16"O.C. COVE see A-10 4 A-11 FOR SPECIAL FL FRAMING IF smg R PATIO GLCs.NCsT =9-DED n o I 15r FLOOR -MTL CRO66 BR DGING �7a W o c.4 SOLID WOOD FIRE BLOCKING a Q 4 m see A-12 -FIRE BLOCKING AS REQ.4 FIRE STOPPING ALL FLOOR I- - >Q Tom• = PENATRATIONS F - - II UP N 15'-0 4 TYPICAL LANDIN(S DEGK6 SPECIFICATIONS! .. Q STEEL BEAM IZWFTT W/4 TUBULAR STEEL COL'6 EACH USE 1` X 10° P.T.JOISTS 6 16" O.C. ® r- - - -® N - ISLAND I 4'-4" -USE 4"COMPOSITE DECKING 1 4'-0' I 6 X 4 -SUPPORTED BY 4"X 4" P.T.POSTS S ATTACHED TO 12"DIAMETER CONCRETE PIERS 1 KITCHEN EATING AREA O Q, 6 4'BELOW GRADE 4 RESTING ON UNDISTURBED SOILsee A-8 ENTRY - -RAILING SYSTEM by"RL SAR16" I O I r SMOKE DETECTOR DIRECT VENT- SYMBOL!SD m ALL BATHS 41�11 91-0u 9'-011 3'-0 3-0' 0 6'-011 SMOKE AND KITCHEN HOOD DRYER N CARBONMONOXIDE GAS FIRE PLACE P A It I C L A'Y'O U DETECTOR COVRED PORCH SYMBOL SCD 8 34-O `� I O O I *I *GENERAL AND OR SUB CONTRACTOR SHALL vERIFY ALL DIMENSIONS L L I N PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION.ALL STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY TOTAL LIVING AREA = 1)(o4 5F RED ARC DISCREPANCIES SHALL 6E BROUGHT TO OWNER OR CD.CALHOUNS �G�gt 9 D. C �c ATTENTION,DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT FBARNS E DETECTORS REVIEWED !y PURPOSES ASK QUESTIONS I s(, cn CUSTOM DOME FOR 25 IRV INCH ST DATE- o a. 9 z ABLE BUILDING DEPT. IdIZ oy s � wv Ivlvn DATE PI1RST FLOOR PLAN E DEPARTMENT ��`T�OF 6�P`'SATURESARE REOUIRED FOR PERMITING I I i f C p C A LN OU Nf� acor iD PR E 51 SACHEM DRIVE, BOURNE MASS, 09531 506-833-3'106 TYP. EXTERIOR WALL SPECIFICATIONS: -TRIM see ELEY'S or"PAUL " -CEDAR SHINGLES 4" TO THE WEATHER SIDING OUTSIDE CORNERS ARE WOVEN ALTERNATE ROWS INSIDE CORNERS TRIM 70 BUTT ALTERNATE ROWS w , -HOUSE WRAP -1/2" EXTERIOR SHEATHING -2"x 6"STUDS Q 16"O.C, 3'-O" 9'-10" 6'4" 11'-10° -TRIM SCHEDULE by"PAUL" b'-05r411 -ALL HEADERS >6'DOUBLE 2°x12"W/FOAM FILLER -R .21 HIGH DENSITY BAIT INSULATION 8 ® O -6 and POLY VAPOR BARRIER ROOF TYP. INTERIOR WALL SPECIFICATION6: BED ROOM 03 -2" x 4" STUDS rya 16"O.C. �� `" EXCEPT 6' STRUCTURAL WALLS SEE FL PLAN FOR LOCATIONS 1/2" BLUE BOARD W/1/5"SKIM COAT PLASTER 3'-0" — —i�L_ 98DTRIM SCHEDULE by ' PAUL3❑ , ,_ ri S 13 11 sPAINT INTERIOR 2 COATS,EXTERIOR 2 COATS J 31 314'X it lle'LVL BEAK' b°SEARING WALL r� - _ -FIRE STOP ALL WALL PENATRATIONS II'-B BEDROOM#2 SDB - `" " 6 TYPICAL FLOOR SPECIFICATIONS � Deg ;¢ Dm.® -FINISH FLOORING by ' PAUL " 3/4"74 G PLYWOOD 6UBFLOOR NAILED 4 GLUED TO ROOF ALL FLOORS BCI 11 1/8' SOS 2.0 L/480 JOISTS 6 16"O.C. o BA7N 3 W�I O see A-10 4 A-11 FOR 5PECIAL FL FRAMING f aN 1 it II Y II tl - 3I-0 4' - p MTL CROSS BRIDGING a7 8'o c.4 SOLID WOOD FIRE BLOCKING �r ® ® FIRE BLOCKING AS REQ.4 FIRE STOPPING ALL FLOOR PENATRATIONS ® � MASTER SUITE YPY.NOTE N BEDROOM 01 3 UP © CENTER WIN.ON sDe STAIR TYPICAL LANDING DECKS SPECIFICATIONS, I— 3 1 3/4'X 11 1/S'LVL BEAM SD6 �Y -' ' I' _ - , 6 BEARING WALL .USE 4"COMPOSITE T,jo E we a iro" Oz, r t200F 3-0 13-10 Nrs CEILING HEIGHT =6'-0" -SUPPORTED BY 4"X 4" P.T.POSTS (I 6 ® ATTACHED TO 12" DIAMETER CONCRETE PIERS q� L I PLAY AREA TG' q+ a 4'BELOW GRADE 4 RESTING ON UNDISTURBED 6011-we A-8 M IWALK-IN - -RAILING SYSTEM by 11 RL SARIS" r I BATH I CLOSET r SMOKE DETECTOR DIRECT VENT: , 6YMBOLI 6D G ALL BAtH6 KITCHEN HOOD 4'-2' SMOKE AND DRYER CARBONMONOXIDE GAS FIRE PLACE L3'O 8'-10" 5'-0" 14141 DETECTOR SYMBOL:SCD 8 28'-O" n *GENERAL AND OR SIB CONTRACTOR SHALL VERIFY ALL DIMENSIONS SMOKE DETECTORS REVIEWS PRIOR NDLOC LOCAL ING MATERIALS AND STARTING GEREDTOANYALL STATE PA LOCAL ALL 13B 1 CODES SHALL BE ADHERED A ANY - t0 AL LIVING AREA = 1,120 8F RED AR DISCREPANCIES SHALL eE BROUGHt TO OWNER OR C.D.CALHOUNS CA— vm'40 �G�y�S p• C H�rF�, PURPO ES ASK ATTENTION.DO NOT FIELD MEASURE DRAWMGB FOR LAYOUT BNSTABLEBUiLD AR IN EPT. DA E �� q�Zo CUSTOM HOME FOR 25 IRVING 5T c 4.✓ � �Il o v wff 0 Z �e DATE MAUS4 YfVf7 PRAur+�NO, - FIRE DEPARTMENT `/= DATE wfrl B i '' sa Ow wo VIVIl 1'o SS. j' � �� Ieevrem WD IVIUIl A TITLE BOTH PlGAATURES ARE REQUIRED FOR PERWTING y`yFq�T PyyP SECOND FLOOR PLAN H cF M C. D. C A L N O U N ASSOCIATES INCORPORATE 0 I �.� 51 SACHEM DRIVE, BOURNE MASS, 02532 505-633-3106 P. T ,AI'0" . 141�n 15 4 UP M ROOF ROOF 1. KNEE WALL 4'-10'NHIG 6'-0u !° o O O 13 NOTE BASEMENT RAILING `' WINbOW6s144ID LIMITED DEAD ROOM " 14, T,EMPERD GLASS J ` AVERAGE CLG HGT - I'-O" - ROOF 1 -— - -— - —- - Iff o a 6'-4" BELOW NVAC o 14 ATTIC!STORAGE �* LIMITED HEADROOM TG N I3 HEIGHT VARIES PROM l'UNDER K ET PLATE �• T0.4'-10'KNEE WALL '> RIDGE eee A-12 1, KNEE WALL 4'-1011 HIGH I-� 0 0 0 0 / ROOF I ; STORAGE/MECWANICAL 4 15 3t, ROOF 1r \S�ERED ARCy�I 0 N . 49 8-4 b-4' o r SS. ATTIC FLOOR FLAN TOTAL LIVING AREA ;510 SF 3410° H OF M SMOKE DETECTORS REVIEWED BAHMENT FLOOR FLAX TOTAL LIVING AREA = 1,040 6F CUSTOM WO f E FOR 25 IRV ING ST xalE OATe 5BI/I'I /3/M 0,xour�u0. BARNSTABLE BUILDING DEPT. DATE C`. � 4" s '� R WK 1I/11m A'5 rA_t/fs.f/ 1Z!(e-2pjT nne BASEMENT 4 ATTIC FLOOR PLANS FIRE DEPARTMENT DATE C, D, C A L H O U N 3 BOTH SIGNATURES ARE REQUIRED FOR PERM,''TING 4 A e e 0 C 1 A T 6 e 1 N C.0 R P o Il A T e 0 51 BACHEM DRIVE,SAGAMORE BEACH,MA88 CM62 5O8-833-3'106 h. LMPORTANT NOTE: FOR ROOF PITCH5 5EE A-12 FULL CRO55 SECTION ATTIC FLOOR _—_ - -- _ - -- -- -- -- - _ AtTICFLOOR o - -— —- —- - - 7 -— - — - —- — all I' 4 TYP TYP I�I 2ND FLOOR 2ND FLOOR _ - _ Q 8"FRIEZE BOARD Tl'P, I 7 =7777 � Q I AT - 00 o� 1 4 15TFLOOR ----__ gZffR10,—fA81�fYF5. - -- - - - - - I a0 - -_ — _ -- - - -15TFLOOR r------- i BASEMENT 1 ------------�T--------------------r---------------------1 1 ----------------------- L----------- --1--------------------1---------------------I L------------------------------------------------------- LEFT ELEVATION FRONT ELEVATION TYP. EXTERIOR WALL SPECIFICATIONS *GENERAL AND OR SUD CONTRACTOR$HALL VERIFY ALL DIMENSIONS -TRIM see ELEV'S PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION,ALL ALL BE AD44ERED TO ANT -CEDAR SHINGLES 4"TO THE WEAtHER SIDING: \s��aeo AR STATE DINCREPANCIES&HALL E BROUGN DING CODEST O OWNER OR CD.CALHOUNS -4"CORNER BOARDS �w��8 D. Cq! FCC ATTENTION.DO NOT FIELD MEASURE DRAWING$FOR LAYOUT -HOUSE WRAP � � ti0 % PURPOSES ASK QUESTIONS I -1l1"EXTERIOR SHEATHING n No 49 9 z NEW CU5TOM HOME FOR 25 IRVING 8T c -2"x 6"STUDS aO 16' O.C. � -ALL HEADERS >6'DOUBLE 2"xl2"W1 FOAM FILLER , w OGAL! DATE p 4ASS. J G T 7 �}' A°�' -R=21 HIGH DENSITY BAT7 INSULATION yiy �� ... R°y� WC)Ilrlutt -6 mtl POLY VAPOR BARRIER Fq[T 5gP rT� "OF VA LEFT 4 PRONT ELEVATIONS C, D, C A L H O U N I A 5 5 0 C 1 A T E 6 INCORPORATED 51 SACHEM DRIVE, BOURNE MASS, 02532 508-833-3106 (. P 30'-0 -6��/ail ,^�� II�OU e,^n ou a'-s' V �/ v Z I I ` I to I to Ilo ' 1 1 I 1 1 1 I I 1 1' r r 1 1 I o II n 1 � 1 Q I I 4 I I ' ---.— 1 � I I II Ii • I 1 II . � 1 . I I U. I I I II I I 1 1 - 7 1 1 � 1 , 1 , r 1 1 70 -- -------- .I I > I7T 1170 LIo I I� c ETTS F _TI x T MEMBRANE -.MEMBRANE I 6 BEARING WALL RIDGE I - I DOUBLET P.T. 10" STRUCTURAL I _ _ _ _ BEAM I J MEMBRANE , y COLUMNS — — — — I s TRIPLE P.T. I a x lz BEAM RIDGE VENT DoUBL RIDGE BEAM I -4 BEARING WALL .� MEMBRAN , r E i RIDGE I --------- F ------------------------------------------� I I-01 MEMBRANE MEMBRANE I FLAN II TYPICAL FRAME ROOF C ROOF FRAMING FLAIL also seeA-12 goof F AN -USE CONTIN,RIDGE rE SOFFIT VENTING -ARCH,SERIES ASPHALT SHINGLES - OVER # 151bs FELT BUILDING PAPER - 1/2" ROOFING PLYUJOOD *GENERAL AND OR SUB CONTRACTOR SHALL VERIFY ALL DIMENSIONS - DOUBLE 14" LV L R IDGEBEAM PRIOR 70 ORDERING MATERIALS AND STARTING CONSTRUCTION.ALL STATE AND LOCAL BUILDING CODES SHALT BE ADHERED TO ANY -2" X 12" RAFTERS Qa 16" oz, V j�A OF Mq DISCREPANCIES SHALL BE BROUGHT TO OWNER OR CD,CALHOUNS -see elevations TRIM,FASCIA,SOFFIT 4 RAKES �`� ssgc ATTENTION, TTTENTIOPURPOSE ,Do NOT FIELD ASKQUESTIONSEASUREDRAWINGSFORLAYOUT -2" X 8" COLLAR TIES aQ 16" o.c. o`' ARTHUR tiG - 2" X 10" CEILING J01575 e 16" o.c.W/ �� S. a CUSTOM HOME FOR 25 IRVING 6T -R °38 GATT IN5UL,W16 MIL POLY Y.B. 0 cn T ' DATEVIg4 7�A w"'sriom p12AWW4X0. ' -CEILINGS 1/2" BLUE BOARD U)/1/8" N 66 SKIM COAT PLASTER a�o 01, �o � WD IvmlT ,4-8 Tw -USE 3 OF MEMBRANE STARTING ER ROOF 4 ROOD FRAMING PLANS Q EDGE OF ROOF ass/oNAL ENG\ C, p, C A L I-I O U N U/ - - I ASS O C I A T E S 1 N C O R P O R A T E D 51 SACHEM DRIVE. BOURNE MASS, 02532 506-833-3106 TYP, FOUNDATION WALL 6PECIFICATION5 -USE 3500 psi CONCRETE 34-0T_ -10"POURED CONCRETE WALL ON CONTIN.FOOTING 2-RUNS 05 REBAR AT TOP 4 BOTTOM OF WALL. 14'-6' -24' WIDE x 12"DEEPCONCRETE FOOTING G/w A u 2-RUNS 05 REBAR 4 RESTING ON UNDISTURBED SOIL sse A-5 - A MIN,OF 4'BELOW GRADE -5/8" DIA,ANCHOR BOLT a 46"oz.4 STARTING 12"FROM END Q °U 2x6 PRESSURE TREATED SILL PLATE W/1/4"SILL GASKET BITUMINOUS COATING OF FOUNDATION WALL 9 - -USE 4' PERFORATED DRAIN PIPE SLOPED TO DRYWELL o I1-6 m TIP.CONCRETE PIER SPECIFICATIONS- 28'-0" 414e Q -USE 4000 psi CONCRETE MIX 10'-1011 1 11011 12" DIAM.x 60' DEEP CONCRETE PIER In& 10" 5'-g V" e 4'-IOi 4'-102 5'-5 5'-�u 1 r. , 3'-3 •, , ii, ° ••. LANDING I Q 2 YER.RUNS ifs REBAR d RESTING ON UNDISTURBED Soft r- -- 3'$u ,i ABOVE d A MIN.OF 4'BELOW GRADE TYP.BASEMENT SLAB 5PECIFICATIONS- CL. BEAM -- --- 4'BQ�PAD 3 °• POCKET I I I I ; -U8E 3500 psi CONCRETE MIX _ -4 CONCRETE SLAB c/w6X6 WW MESH REINFORCEMENT ' -6 mil POLY VAPOR BARRIER A-la COVEREDABOVE ; \* -6' COMPACTED GRANULAR FILL PORCH ABOvE , , ,� SA6EMENT , 4 RATIO "' TYP.LALLY COL.SPECIFICATIONS BLUESTONE -5"DIAMETER STEEL COL,FILLED W/CONCRETE I ° , -STEEL PLATE TOP 4 BOTTOM 6'-0" i .,r� Q _1__1 r i-- -i r- UP _— -36' X 36"X 24"CONCRETE PADS RESTING ON UNDISTURBED SOIL T— REIBAR -4 HORIZONTAL RUNS 05 REBAR as shown below REINFORCMENT 1'• , TYP.NOTE /' ,. i 81MULAR TO W era x u'mNC.P TYP,NOTE 4"TUB.STEEL GOL ' DETAIL NI <°Dmt7.eT.co1 TYP,NOTE' 4-DIAM.LALLY COL. OVER PLATE i " ' 40OR.RIM MI ROAR CROSSED 1 . i eae DETAIL Mt. ig' FILLED W/CONCRETE - Utte sheet , 9 each and of Q ,••. O 3'SQ X 24 DEEP CONC.PAD eteal beacon only i i — see spec this"st AV.CLG HGT= 1'-0° ; , ;� LEDGER BOARD 5UPPORT �..,� -- ------------ TO FOUNDATION WITH 5/8" BOLTS --------------------------------� '. ;� - BOLT A 2" X 12" P,T.LEDG�ER BOARD ---- ---- --=--------=----=-- -"--- ------ 8'-4' LANDING ABOVE:p 6 - USE GALVANIZED JOISTS HANCxERS TYP.NOTE: u A a `f' 10"CONC. ' see A-5 5'-0' 13'-0° HORIZOBTAL RUNS OF Ob REBAR FND WALL A 20"O.C.STARTING 6"DOWN *GENERAL AND OR SUB CONTRACTOR SHALL VERIFY ALL DIMENSIONS FROM TOP OF FND WALL 4' PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION.ALL VERTICAL RUNS OF M5 REBAR STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY - DISCREPANCIES SHALL BE BROUGHT TO OWNER OR CA.CALHOUNS �ZH OF MgSS A 6 OF SEND IN NOR.REBAR O.C.STARTING 41 VERTEX = Q ATTENTION,DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT FOUNDATION- F LA N �� RT R 9CyG `n PURPOSES ASK QUESTIONS I CUSTOM HOME FOR 25 IRV ING ST U to scAt.E DATE 5/3VIT WD bnom ORAIINNG No. 66 DETAIL #1 REBAR REINFORCMENT 4� g REvresDWpil/iim ,4-g ��' TITLE 1- FOUNDATION PLAN SS/ONAL LNG c. D, cALNouN 1 ASSOCIATES INCORPORATED 51 SACHEM DRIVE, BOURNE MAW, 02532 506-833-3.106 1 DECK LAYOUT See A-3 2 P.T.T X 10'BEAM i OVER CONC.PIER ' I LEDGER BD LEDGER BD 3 13/� X II 1/8'LVL'8 6 BEARING WALL II OVER 5'LALLY COL'8 TRIPLE U"P.T.BEAM 12WF71 STEEL BEAM II i i JOIST TO STEEL BEAM CONECTION raa DETAIL$I U11.ehaa� ti I lid -,I - I - - - _ _- --- --- - Tfl- IYP NOTE' Soo A-5 I uIII �i DECK LAYOUT •aa A-3 LEDGER BD 5ECOND FLOOR FRAMING PLAN 3P,T.2XIO'BEAM OVER GONG.PIER K o=� H OF tygSs cyG FIRST FLOOR FRAMINCS FLAN = uRq U ` Tn STEEL BEAM '! Nn. 66 t; W12X96 O- FG/S T ERN TYPICAL FLOOR 5PECIFICATION5: N A L -3/4"T4 G PLYWOOD SUBFLOOR NAILED 8 GLUED TO 11 l/8" JOISTS -ALL FLOORS SCI 11 T/B 90S 20 L/480 JOISTS 0 Ib O C. BOLT NAILER TO *GENERAL AND OR 61.M MATERICONTRALS AN SHALL STARTING COIFY ALL DIMENSIONS CONSTRUCTION, ALL PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION.ALL see A-10 t A-11 For spectat framing if any BOTH SIDES OF WEB STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY -MTL GR098 BRIDGING 6 S'Ot.t SOLID WOOD FIRE BLOCKING USE W PATTERN DISCREPANCIES SHALL BE BROUGHT TO OWNER OR CD.CALHOUNS MtL 1�ANGERS ATTENTION,DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT -FIRE BLOCKING AS REQ,d FIRE STOPPING ALL FLOOR PURPOSES ASK QUESTIONS I PENATRATION6 CUSTOM DOME FOR 25 IRV ING ST eCALM OATS WD 6/20111 DRAM NO. JOIST TO 5TEEL BEAM CONNECTION Lam' � '" Rlymm WDIVB/IT 04-10 DETAIL 01 /not to scale nnz IST 4 2ND FLOOR FRAMING PLANS C. D. C A L H O U N A 6 6 0 G I A T E 6 I N 0 0 R P O R A T E 0 51 SACHEM DRIVE, BOURNE MAO, 02532 508-833-3106 TYP.NOTE-TµIS BAY CEILING JOISTS 2" X 10" aQ 16" O.C, t t 6'BEARING WALL TYP,NOTE-TWIS BAY CEILING JOISTS 2" X 10" aS 16" O.C. , ATTIC FLOOD FRAMING FLAT TYPICAL FLOOR SPECIFICATIONS- -3/4"T4 G PLYWOOD SUBFLOOR NAILED 4 GLUED TO *GENERAL AND OR 8163 CONTRACTOR$HALL VERIFY ALL DIMENSIONS -ALL FLOORS BCI 111/S" 506 2,0 L/480 JOISTS a0 16' OZ, PRIOR TO ORDERING MATERIALS AND HSTARTING IFYALLDIMENCONSTRUCTION.ALL see A-10 !A-11 for special framing ff ary STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY -MTL CR066 BRIDGING na 8'o c.4 SOLID WOOD FIRE BLOCKING ��H OF MgsS90 ATTENVON.DO NOT FIELD MEASURE DRAWINGS FOR LAYOL��B UT -FIRE BLOCKING AS REQ.4 FIRE STOPPING ALL FLOOR PURPOSES ASK QUESTIONS I PENATRATIONS oo ART R GN�d CUSTOM HOME FOR 25 IRVING ST \ " , Dgqwauwc 6 DATE WD 6R81T1 No. Q' I r r REYVEP WO W1VI1 f"4-11 TI �O �� TLE IFS �ls� � ATTIC FLOOR FRAMING PLAN s/oNAL E G, D, G A L N O U N 4 A O B O O I A T E 6 1 N 0 0 R P O R A T E D 51 SACHEM DRIVE, BOURNE MASS, 02532 508-833-3106 i DOUBLE 11 1/5'LVL RIDGE BEAM GUSSETS RAFTER GUSSET PLATE I'STRUCTURAL PLY WD 2'X 10'RAFTER 2'X 10' ON BOTH SIDES OF A gib"O,C,TTP, �• RAF.TYP. 2'X 10"ROOF RAFTER GUSSET PLATE ELEV, GUSSET PLATE SECTION 2"X 20'GUESSET PLATE __ _ _— _ _ _ - HIGHr:5T ROOF RIDGE ON BOTH SIDES OF DOUBLE II 1/0'LVL'S _- RAFtERB TYPICAL NOTE >z 7'X 12'RAFTERS 9 s A IL FALSE RAKE ONLY 2'X 6' Q �v TYPICAL NOTE BEARING WALL r o 2"X W RAFTERS a ib'O.G. ATTIC - _ TYP.NorE \ org(a.- rOc _ ATTIC _ _ _— - — -6 OU tOP OF DBLE PLATE _ - c e oc. 2 X 10 CEILING JOISTS 0 16 O.C. _ - _ _ - _ _ SINGLE 111/e'LVL'S RIDGE BEAM 12 4 IMerfor 0 BEARING WALL Inlerfor $4D P X 8"COLLAR TIES 16"O.G. � ee b A-91 A-10$A-11 _ Lu 4 q z m SECOND FLOOR n = SECOND FLOOR CI II 1/8 JOY l460 BGI Il VB JOIST9 9 16 O G.L/480 X 10 CLG J01676 r ? _ __ w 2'X 12"RAF. 3 G� tYP.WINDOW 1 DOOR HEIGHT 9 16,OG. 4 WLerbr 6"SEARNG WALL exterior - eee A-9 1 A-10 1 A-11 Q 10"SO.PIBERGLAS _ T 81RUMRAL COL. FIRST FLOOR_ = FIRST FLOOR Q _- _ ElGI II 1/8 vbY L/480 BGI it 1/B J01878 9 Ib O,G.Ll480 13CI it 110 JOY 1400 = Toc - -- - - - -- 3 13J4"X II 1/8°Lvl BEAM GRADE VARIES --- - - - - - FLUSH WITH TOP OF FL JOISTS O we A-10 10 FND WALLS TYP, 1'D IAA�M.CONC.PIERS r 4'DIAMETER STEEL LALLY COL. BASEMENT SLAB FILEDGee AO-NGREIE TYP.NOTEt LALLY COL.PAD S'X3'X2'CONC.PAD sea A-9 PARTIAL X SECTION II O II 12-0' COVERED PORCH 2kG�:�S A p, Rgy�TFO GG tPARTIAL X 6EC I•}ION II II 2- 'fO CRO88 SECTION TNRU 6'EXTENSIONS O g Z B FULL X 6ECTION6 II �l s t N OF ON 5 CR086 MOTION THRU MAN OODY OF HOUM *GENERAL AND OR SUB CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION,ALL STATE AND LOCAL BUILDNG CODES SHALL BE ADHERED TO ANY DISCREPANCIES SHALL BE BROUGHT TO OWNER OR C.D.CALHOUN$ ATTENTION.DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT PURPOSES ASK QUESTIONS 1 CUSTOM HOME FOR 25 fRVING ST e"L! DATE DRAIING N0, 7 x '� teevxsrD WD u/Ilm nTLE CROSS SECTIONS C. D. C A L H O U N 1 4 6 8 0 C I A T E 6 1 N C 0 R P O R A T E D 51 SACHEM DRIVE, BOURNE MASS, OZ32 508.833-3106 -CONTIN.RIDGE VENTING - HOLD DOWN 0RAFTER RIDGE -DOUB. 14" LVL RIDGE BEAM STRAP SIMPSON # LSTA12 -2" X 12" RAFTERS Q 16" oz. -ARCH.SERIES FIBER GLASS ASPHALT SHINGLES OVER # 151bs FELT BUILDING PAPER -2" X 6" COLLAR TIES 6 16" oz, ------ 1/3 DOWN FROM RIDGE MAX, - 1/2" ROOFING PLYWOOD S 1/2" LVL JOISTS Q16" O.G.see A-10 4 A-11 R --38 BATT 1NSUL.W/4 MIL POLY Y.B. - - - - - SEAL ALL PENATRATION OF V.B. -CONTIN,ALUM,DRIP EDGE HOLD DOWN TOP PLATE SIMPSON #HS 3 RAFTER TO TYPICAL SPECI�IGPITIOI� NOtEIS - -see A-6 4 A-1 TRIM,FASCIA,SOFFIT 4 RAKES DIAGONAL CONNER BRACING R =21 HIGH DENSITY FACED INSULATION .PROVIDE DIAGONAL GONNER BRACING IN GARAGE -CONTIN,SOFFIT VENTING b mtl POLY VAPOR BARRIER �I II -CEADER SHINGLE SIDING 4" TO THE WEATHER SEAL ALL PENATRATION OF Y.B. 1 X 6 LET-IN CORNER BRACING a� EXTERIOR CORNERS -TYVEK HOUSE WRAP,TAPE ALL SEEMS,AT WINDOW 4 1/2" BLUE BOARD W/ CAULKING 4 SEALING DOOR OPENINGS FOLD BACK TYVEK 4 TAPE 116" SKIM COAT PLASTER -CAULK ALL HORIZONTAL JOINTS.RIM JOIST TO SILL PLATE, -1/2" EXTERIOR SHEATHING PAINT INTER 3 COATS,EXTER 3 COATS RIM JOIST TO SUB FLOOR,SUB FL TO WALL PLATES. REPEAT 0 EACH FLOOR. -2" x 6" STUDS 0 16" O.C. WOOD BASE BOARD TYP.NOTE -CAULK ALL VERTICAL JOINTS.PLY WOOD BUTT JOINTS, FINISH FLOORING TYP NOTE ALL WALL PENATIONS,ALSO BUTT JOINTS OF SIDING TO WINDOW 4 DOOR CASINGS -HOLD DOWN STRAP 6 FLOOR TO FLOOR STUD TO STUD SIMPSON # C61(o TYP.NOTE ALL FLOORS HURRICANE FASTENER � -NOMINAL LUMBER USE SOLID WOOD -FOUNDATION HOLDOWN ail GARAGE #HTT22 • II l/8" LYL JOISTS Q Ib" OTC. BRIDGINGart 8'MAX OZ.$SOLID WOOD see A-10 4 A-11 FIRE l G A5 REQUIRED. -FND HD 'a HOUSE #6TH0I4RJ PLACE IN ALL CONOR5 4 EVERY -FOR 1 JOIST STOCK USE METAL CROSS OTHER STUD EXCEPT 0 WINDOW 4 DOOR OPENINGS.HERE ' BRIDGING a� 8'MAX D.G. 4 SOLID WE) PLACE AT EACH SIDE OF OPENINGS, FIRE BLOCKING A$ REQUIRED, -HOUSE FLOOR TO FLOOR #C616 " GABLE " AT ALL GONORS 4 EVERY OTHER STUD. -HOLD DOWN as RIM JOIST SIMPSON # STWD14RJ -HOUSE RAFTER TO TOP PLATE #HS AT ALL RAFTERS BASEMENT:CEILING -HOUSE RAFTER RIDGE STRAP #L5TA12 AT ALL RAFTERS -3/4" T4G PLYWOOD SUBFLOOR - R=30 HIGH DENSITY FACED INSULATION - 111/&" LVL JOISTS Q 16" O.C. a 6 mil POLY VAPOR BARRIER SEAL ALL .1 REDARt, see A-10 4 A-11 ��. _ PENATRATION OF V.B. ��s Cq TFg -2x6 PRESSURE TREATED SILL PLATE W! 1/4" SILL GASKET -1/2" DIA.ANCHOR BOLT 13 48" oz.4 STARTING 12" FROM END see A10 4" LVL AJOISTS Q 16" O.G. o N Z GRADE " CAULKING " see - 4 -11 kwss. SEE TYPICAL NOTE: o SPGry - 10" POURED CONCRETE WALL ON CONTIN .FOOTING > N of A MIN.OF 4' BELOW GRADE 4" PERFARATED DRAIN PIPE *PREIOR TO AND MATERIALS AND START NG GO 8TRUCT MALL STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY DISCREPANCIES SHALL BE BROUGHT TO OWNER OR CD.CALHOUNS �O m� ATTENTION.DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT PURPOSES ASK QUESTIONS I -24n WIDE x 12" DEEP CONCRETE FOOTING c/w S _ o 00 o o _ m CUSTOM DOME FOR 25 IRVING 5T 2 -RUNS 15M REBAR 4 RESTING ON UNDISTURBED $OIL a - O -4" CONCRETE SLAB c/w 6X6 WW MESH REINFORCEMENT V L j ;4' 4' pA wn sr�e�iT oRA� No. ��"�� REVIeto WD IVII/IT A—13 -6 mrl POLY VAPOR BARRIER T= TYPICAL WALL SECTION Ilk -6" COMPACTED GRANULAR FILL C, D. C A LP O UN 1 ASSOCIATES J N C O R P O R A T E D 51 SACHEM DRIVE, BOURNE MASS, 02532 500-833-3106 MASSACHUSETTS CHECKLIST FOR COMPLIANCE (780CMR5301.2.1.1) AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS: 110 MPH WIND ZONE B f .. .. CHECK - .. COMPLIANCE ICONTWUEDj ' 1.1 SCOPE . 'NND GP09uRE GTEGaRY-......_..-_._.._...._.____...___.._,_..__-.._._._..�._.__.,D -- xG[EP.SRWB___________-__...__-, lTmeC)_.__-__-__-_._ in in•l �� - ' 1.2 APPLICABILITY - cuuFJcxr amos;•m.a ram7_.__ om.w.__--___-...:__....___..__ i _✓_ GreWaR wwLL SNG,Na.c ID xeslsl uRlPlwxD srEAn waLTAxFaIWv • xl1reER OF ............_-_. IHD n.-_____._ _sroRms.xsTwaEs _ •! Nwww W.IJx+n DNEsox.w RooF mcN--'-------'--'--------------- IFlOn-"--'""--'-- —+a- .n.a _✓% ;' NFu:RDa Ne,eNT-_._____ .- xwc:AJ.noo•icF,ulEsl Drvar<e._.-....____`_________'-_-'- 1 isa _ IFlG A__-..-__._____ _d2_ n`3 -- WEnrwNc tvPE vz - EDO[ML9rN26._-___.__.___ neRa:Oa 51Jm♦rl!ovi.�--_ J .. - •e ReeD ~ 9,•EM^ANxEcTIDx(.d:' .. xpAnru NT.aF IwLLE]T OPFwNG._,_.___- (HGn..._._:__._..._.-_. T eeS ✓ -: _ FERCEHi FULINWGM bxFVrMro ._............ _..._._-_. . 5%wppl!ONK 9xGTMIUG Poft wuL Wlix aPExR,G.ae'IOm`P CamM___ -1- 13 FRAMING CONNECTIONS NwILDaa Ev.Essl.L G[NEPAI CONPLIwNCEwITR FRKtNDDAiFC,CSS_ trAelE n..._.._..._. -.--._. N,wvu . ...._..._,...__.._ =_ xarvw aWcxa of iaLEer DPEwr;o.___.._.._ _ Wfw,wrm TrrF_.___-_____.._.._ (Hama___._-__.__..__-_.__ 1.. •-i— ." ` 2.1 FOUNDATION - ! EDGE rNR - • FOIMDnnDN wwuaN�irrz REamRNrJ,TSDF 1®ttm5m: - . celD x.E SP.c.w___.__..-__..__.._ rtman,___-__................._ �t•n _= ' _OZ% a 22 ANCHORAGE TO FOUNDATION " sn wDwr,mA.L SPGrmnD Pon wwu vnlN DPerW+e.ea•wv:n.e.in.— �- - Ne'MJLNOR BOlTB RAeEDDE"D Ox Se'P9aPNiflwxv NECwwGLu,LNOR9J.8Fu uiEFa!ATn£w uL ttAGCF•G - 'W cDNcnerearav - GiEn caRwEJD SPt£m.__.___.__.._ ' . nal swcTxc.cErrEaw_=.._._ ----------------_-------____..____., 5.1 ROOFS - ealeAeeuAem-ewsrsle._::____ ,. IFlO51..__--_... �—' w•r � .-_._ ._.__ xOrIP FPwNING N[NeEN BPFJ,a GKW.Or-__... (Fm Rvlrma�aE wwr::Xr..Iox.vevlH 9t'remel - .: RDDF MPMND___..___._.___-__�.__ INO roI-..-_. ._- n•ymern d]vU3 • P4rE VML4ER................. (H05).---.___-.._.__. _S.T.:T .l ..__.._._ w,LaADeyJR.lo Vlwlla 3.1 FLOORS PRDPRn=.Turrcnn,Fcram - - Ire NI D- - - rLoox FRwwxa NEueERs srwscHErJm_� m>rR:ew+aenN wL.___-__:. ____..:_. t= ,. •_. Nw1..auNnaDRDrEwreDErtwson_--'--_- INee)---- n.y,muzawn -._ u,Ww.._._-_._.._- n.wll - Full NT wul SiVOa Ai FLOOR OPEN'G91E94 TNwN:FROM GT.WUL{FlG S/_ . . 'm""-"-"-'-'----`•_ nmv•11 ._._ a+ _A �— • ""-"-'"" Rlcae STRAP CaxxECT,ONL,MC0.lM TIe9N9TISOPER PwGE eI ._ I,WeI]?- -AN-- ' � NAruNUN cIpOx JgeTBErmvayJf T aurvoRnxyLa�DeF�mxewuLsw+sNeumuts lFw r,-_.___._.. E•c __ - ,m:ss DR RJaTm cox..Eenox wrxa+aaGawNwwul9 ` .. laAw,NUN GNnte'reRmaoo Jaws - - suPPaRnxc LDwceEwRa•G ways DR SNGmnwLLs(cro T.:�_..___ —_ a`a lrRaPRre,wRv wrd.ECloRs �` KOaR aRwcx.a A,fNDVvwLL9.....__-__�_ IRGY_............ .__ L �>IPm 1.CNft Cnmmr - A CNRemFIxK._._._ _in RaaP SNGrxmG irFe._._-,-________ hm 190 CNx elum•vvud]e)-- �— . FLODR SF.EAINR.G iwOWE58....._._._..___._ i,m fro � RODP WIGIMBJO rnFuIEBS---_.___._ __.....___ _ ." FlaDR WrF:AImxG FgsTEuwG..___._.._._ IT-4 �-on.md _y•n.aJ.• _t _-._.__-._.__._... . ir5m POW bIGTMOFFSTBMG .-_.....___ I � 4.1 WALLS • - + _ utr.FrrT w " - LOwGeGWRG WKIS._.-.__......__..... , ) Fe1D I r .___._ IFlG:CaJ 1<RS.�-._ IT- . NDNIOKlGWNG wwLLa _ IFI.IC VN T..51.__-. 1I NOTES:WjT 1 - W4LSlORVaFFSE,9.... _.__...-_._ IHG!CNw ImeS)_-.- n`� .-- sTNueIeENE,IN ITS fNTWFTY GCLUD,uG TxE ST4GTN;Fwrlr ia]x- 't naaVdST x_rNE AF.0 REOUWNEN29 aF imCVA e]vt E.tfrtENtIFTME CJEW6T6VEt rll! - ' FGLOW,uG S4'rwt a,ftMa wup NqD DD.•.NS ME uOTREOuei®P9i,NEVNPI Iw N+r:rlat ' 42 EXTERIOR WALLS - - n'ooD siws RSTE¢siR.PB PFnFacuREs eC GALGE aIftwPS rv3rR3l1E li I - '. S •- -----___-..- llmv5)._____...___-. L 1.-_L t_.•n �- L.uRIFT 4RwPa PHr iG1.nE-< -- r - - N6uOAGFwwNGWu19.________-_... IteYeFl_..._.__..____ e• 1�2e-.n ___ D.uL 9IGPa PERFlCA.AED e.coRNER STUD xDLD oonwPERn 1RF+e: - ' GwetE EHD wALL wIFf f• LEEMI,,T IV 1O 4.R NE El0 Un lOen.9w.lL�PERwn®vnaJALEr4sR lO IM,ax6.xI FULL a - .FULL rrE,GRT FNU4vwll alUDe_..._..-.___ IFIe _._._...___ 'HEIGHT W,GININn REOUWNENrG SHOwrvw TAWS WUOrI. - WSPATTIC FLaCRIBro,N. IFlG f1)__..__..._-.- -- G•jp3 -:— STNEBO,raN Wll M,ew GiOLOR Wlul59ulLXA,Nxun:N]:veQYNI IrxGnFeSSrTi[aWIS 1xG1r9J _ ) ♦ GTPauti LEllnrG LENGIN IIC WaPNOTI�Jn-- IHG',1..___....._.___..._... � n'9LV'J �— _ Ie GrYiE • i.a CONrIxUOV91A,FRN aRFaEA9e Rc_ IFlG III__.._._..__...-_-_-.-__ —__ aaFRON,JWIE ICwxULOG,l0x9 WwuL$NrafNRYG FJ,DSu¢Oatl 0.4,:CI GnD.IRIew.TnE.rHa]ivt xaL DDUBte TOPrUIE xnGxT SNGTurG ftEOLW9lRS - SratEtExL,N.-..____. ..._ IF.13 mJBP.NUJww,Twd.NeeadntvNvnE eoW lrDw5r0.1Dr'IS 1 ..._----------' _...._._ aPIJfE CauNEG(WNlmd:mmf/Ie11M)_._ nmedl.______...-.___._______ _30_ I.PwxElS SHwLL BE M81u LED nxIN STNEHGTxu6PAMNATn9rL'CB LGDeGR,NG WKL CJxNECnatS a:wlI NDPILDNTAL JDW163xul OCC,M OVExAWae FNEID tO HNNJG ! - Y.ON aINelE 6TORr CONS,ftUc,roN.PwxEt9 EJ4LL OE wrtwQ®'IOSaIIONFUre8Au1,DPF0/tlENSOF IATEGI(nv.tlm,n,.rm,m mnima,mat__ nma>1._..______.__._._.._...__. -1 —a'— 1y.�pg�.)irl COxsl L„GyUwen FuuF.LB SYwII ve Ar,FdEp rO„C rta•vk1�OF reEUWER r . xONJ.GDNMIxG WULCOM2CR0lS Dq.¢E InP PU,E IJIaiOTNE Bm.I.—Aie01-1 PNI¢I-1 nT,Ab-11 Cr Lar191HV.8 - . IATERM I.u.derq inm'mcmnim�el-- lTmvel._.___._...__....___.._ __ $11wlL eE NwDE TO GNDJdBT wNUtaVeER AnF:C„NGINMP.iO 1M:rdltar NArPwIW61FlFMIMu'eG F - - V,xGRILONTK NAR 9PwGING AT DOUKE TOPPUTE9.8uID laoTRuacwe+aswL EEw DG.WERON lnwO aF ING wutORTUN09 NvmJ never gvmny bA sctamaq.bm7bvmTabfl OP ed BrAGGFRED AiJurCFEB ON CENTER PFP,NE FIddtE.vERICKUYIYGR120NULMeDVJcaRIMFii nrcu 47..._...-.._.._._...._. �._♦__.met" -.%- w1,waHVb.T. SaI MrE SPJNa..______ A • PULL NE,GHT STUD91m.tlamJcl----__ nmv n._......__................... *GENERAL AND OR SUB CONTRACTOR BNALL VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION.ALL STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY �D ARChj DISCREPANVE8 SHALL BE BROUGHT TO OWNER OR CD.CALHOUNS 0. C TFC ATTENTION,DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT �tv��tGco Any PURPOSES ABK QUESTIONS I NO 9 �i CUSTOM HOME FOR 25 IRVING 5T C1 W g0 SJ Tr.. Y ,' � RATE WD iVIVIT PRAUHr,w0. O Ca A-14 y�F'1[TH OF�'P '� 110 MPH COMPLIANCE C, D. C A L H D U N I1 NJ 1-7 ! A680CIATEB 1111C0 RP O RA TED 51 SACHEM DRIVE, BOURNE MASS, OS32 500-833.3106, i NUMBER CP NLR!BER'JF 1 JOINT DESCRIPTICN ! com W,L,OlG BOX NAILS I V. \ �` `•\ \\ \ \ \ ROOF F RMAING I _ BLOCKING TO RAPERS I. WJLEDi 2d: Z-0Y! I EACH END P RIMSQ4FDTO PAFTER(ENIO NAILED! 2-1 a] i }135 I EACH EIS ,I UD.,E ml++,r \,`' \\ \• A •.\ WALL-FRAMING ri \ \ \ C•t:,`;` 1\ STUTO SZ1D lFA::EpNALLEO)S',F4CECMlAILEO; J-tdc 2-M5-1 Sc I ATJOIIJ-5 1 \\ \ \ HEACER�HFACE.R'TACED1,AILEDI 16E IW =ALONG EDGE 2f1ca j O. ' I I ( \ td "C61 PMCN 0 7q` / 1 \ FLOOR FRAMING y SLOCKI TO TOP GIATE OR IRlE.R.:JEIALLEQf I 4h: 3_liJd PEP.!pST j \, \�Tn�.C`�,4A PANEL�—�� BUCKING TO_(MS•ROE�191LCD -15e 21?: I EACH END j i( ,\ BLOCKING TO SILL OR TOP PLATE rOE4MILED) 1dc Y1Sc EACH BLOCK \, }13C 4lsd I EAACH JOIST \ \ 1 LEDGE R bTWF bBEAM OR GIRDER ``\\\ \\ `•\\ `\\ `,'a JOIST ONLEDGERTDBEA^ETi:E�WIECi :+ }IA j PER:OST BAND JOETTO 1dSi TNW46 ECI PER.;OLT }1SE 413E PERi SAM JOIST TO SILL OR TOP PLATE 7017-"LED) 2.lIk 313c GIST r I - PA IN; • I ! L' hIf\' N•� 6 C \`\ ,; .,� `., \j� _ kOJC STA1GfURAL PMIIS ! r •'` L\ RAFTERS OR iRl55ES SPACED LIP.O 15'O O I Stl 1M ' 6'EOGE-EDGE'6�FIELD a•FIELD • I A 1 \ �\ \\ •.•\ I`( - RAFTERS OR TRUSSES SPACED Omm 1u'O.= '�' . EIGHT \ e ,A \\/ '\ Stl 1vJ B'EOC>E!3'FIELD \, / GAELE ENLWALL RAKE OP.PAKE TAGS I wrrH NO-GABLE;OVEANNGG�B ' • i \� \ \, 1'. ,wRHI V S'TUGUPAL OERLOOKERS S I I OR RAKE T RLIS tOtl 8'EDfE'f 3'FlEID \ \\ GAPIEENO'NAILPAKECRPAKETPl1SS SC ' IIX I A^EDGE!A'FlELD Vr'(�C\!'\ \\ �/ HG" wRH lad(Olfl'BLOLKS T 7 " CEILING SHEATHING I I i GYPSM!'NALLBOAFM 5E•SOLERS ]'EDGE!1U'FEW - - . .. I ! � I �•\ �. WALL SHE4T-ZING, I . S'n.crLSAL PAFELS i I - �. j STLDS SPACED LV TO 2l O.C. 3E 1� S'ECC,E!17 FIELD / 11F ANQ2937 F@ERBOM1RD PA4ELS 3E - i'EIX,E!o'FIELD ERSI -EDGE a IU FIEDVc_"SUMwALL SOA COOL 71 .Y'JO(}STRUCTiRAL FAbELS VJR LESS. 3tl t� B'ECCE!Ir FIELD ! GREATER MN V j IUE 1tC ! WEDGE!"a'REM nj _c I� 1.I ;�L_ GENERAL NAILING SCHEDULE { , P jreeN q��w N a O.C. ! _ }}VE r P '!A ANC R < • I \\\ I � � I. � ', I .� 313 a�° PLATE hr:.E.:EF UPLIFT \'o a� Cz YCy ?fo PLATE l L:- r;a F° ^SIUD SPACI r. r a r I G.JD 5P4tING ll YG c 1 a° o r s-.� PRCm _ 0= PL-\TEe s *GENERAL AND OR 5145 CONTRACTOR BNALL VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION.ALL- j i�" T D C i%_ S D, ;'•.� !: � STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY /. I `�CC� !�" 'L' \L S I U/L\I t-i>_ .�—t STUD,L C`� .`� I`1 DISCREPANCIES BNALL BE BROUGHT TO OWNER OR CD,CALHOUN5 R,'-�.F I L K C C N I V�C I. I`i�'V LNG W.�\,L L �'H E.;_i T P'i l G \y�r�aE�ARCyV� ATTENTION, ASK QUEBttONB I��E DRAWINGS FOR LAYOUT D cAeya CUSTOM HOME FOR 25 IRVING 5T 0 o. 9 Z w p y =�_0• MASS. pr F PATE WD IVIVIl DRdIM4 No. �J cT PSSP` DETAILS S�IEET ter: HOFM C. D. C .A L N O U N I ASSOCIATES I N C O R P O R A T E D 51 SACHEM DRIVE, BOURNE MAN,02532 508-833-310b ' 1 I , j I I I 1 NIHW LM RE]UF�!EHi 5 4T E4:J1 ENC CF t[ACER ) I ! HFACER SFAN I"ABERCF HFACER UPUFi U-EFAL—� /9 • I i SIZE FULL (LB) 1H' 3' I 2.�ib 2 1 I6 133 b' I e2rb 2 iS1 64 I j/: ! B' t 2u3 i 331 356� •' I ' ��! )r� \ 27 T ! 2-W i 1 e' -- 22r12 1.Igi 420 B' I 32r1J 4 I Lib- 'u'•ie I �/ \ I tY 1 L2r12 b ! 1.a84 6"aB i II I 11' 1 .iwt2 b 1 1,5� 726 / RIa, STR.�.P li TABLE 9,WALL OPEN'GS-HDR'S IN LOADBEARING WALLS i I � i � RIDGE B ,ND S T R,-,P aj=A`ED 7 P "IA. r•ur I) =1 ATEI I LATE UPLIFT STRAP i � -GU5_E 7 P LATE _ � I _ I N'o U.-L LHEADER �^ \FULL NE GrIT _J'v - 2NC FAG.-< LE/EL " ! HEADE UPL F'STic:_ - EILQCK FIRST T XC 5.+75 c I a ra ! y'_F )� SF-CE"m� PD'.T A M Y.II`I_t9 C. FC-UN. 1! °, IbrIM1D061 SII 50T70,M P`_:..TE c ( r / ` u LEVEL Tr-. ly iC-rJ2-OLT5..IND PLATE h--."ERS I I \ - ��5c < FIRST TnC BATA MAXIM, r \ _ �4 �'—`'.�'=1 ENT '\�� FLOG c JOIS`� j I Ii 4ROUN N,<`=.1_L OPEN 1 Nun TIC PL,=;TE iN`�R ECTI0N D T.' iL LOD :='r • ;ER E�R,AC-I Nam, *GENERAL AND OR SUB CONTRACTOR$HALL VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION.ALL STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY, DISCREPANCIES$HALL BE BROUGHT TO OWNER OR CD,CALHOUN$ ATTENTION,DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT ��p ARCy�lFc PURPOSES ASK QUESTION$I co CUSTOM HOME FOR 25 IRVING 5T 9 Z 4 �: D7W WWD 1vIVIT No.. _ a N, 15� MAS ' �_ DETAILS SHEET oy�F �It' 0, ID, C A LN Ou NALTH OF o c r r P E 51 SACHEM DRIVE, BOURNE MASS, 02532 508-833.3106 • �jig. I � i I i vT r- I FL c ' , I.i I ' • i ,. I ._I L: JFT TOP r = E- ..i e e. •-__ I• ,��I',ham ''' � II�.i 1 r > . FNIr�� T I N R ✓TUB I RlY. ,r__-A_.,:G x UPL1 = CCN • ` NA:LiNG— - - - - r^ 1 j I 74B ELT_ >✓<� , . ' � �:� I Rom` T_< ,.,�� `.�<E� �-T,—.1 L_� . , t `. • GYP. acA�.� 8 , } LA-E T: P =WL G I f NCT —<u C.S. V;iL S?:.Cy I—�-ii=_`i1:LIn„ �i.I`= ... I I - � J TJ c, a2 ,4 II,I I• AL 4-,._ ._o I I i II i A I�I!I I _ T O RY CC< UT .,C< 1 o E �_..I: IIII .,...I r'�„ ,•- - i -c l.,_. I ,!r •:Icv i 9Tu I' _ �}, -� *GENERAL AND OR SUB CONTRACTOR SHALL VERIFY ALL DIMENSIONS , PRIOR TO ORDERING MATERIALS AND STARTING CONSTRUCTION,ALL STATE AND LOCAL BUILDING CODES SHALL BE ADHERED TO ANY DISCREPANCIES SHALL BE BROUGHT TO OWNER OR CD.CALHOUN5 ' F r\ ,i __ r ATTENTION.DO NOT FIELD MEASURE DRAWINGS FOR LAYOUT PURPOSES ASK QUESTIONS I J_ ----I.�-4 .� E3 E CI iI� � .:,I!�t I �EpARC r EN r�1:=.I L I Ui� G�..B__ ENDr�=,.LL c,5�s o c�y�r CU5TOM HOME FOR 25 IRVING 5T 9 °Z WALE��.t` DAa WD,VIVI1 a 15 c N �� n r MA..'G- i DETAILS SHEET li- SyP C r D. C A L N O U N g4rHOFkP II A660CIATE6 IMC9RP0RATED 91 SACHEM DRIVE, BOURNE MASS, 02532 506-S33.310b lT► W *� — O 0 W for J� W N — OZ (� LO w D-+D rr-3f E - E X O Q 20 N N w A ul wi w� tP N O O 70 cp � 4 Z O O CSC o�m -0 rrl ZLo m w ha NZz 6 [9 ZZ -1 Q CA_ (gyp i m m 3 n --4 3 i r k O O O D 3 r m O 3 70 00 Z103 v O O N 00 z O 00 p 00 70 �. rn mo� � n D m p v=rn O p rn r O C) C) O C) O o O A W pt O = (P e c D m m p n z m m r m CA ul @ cn O m m m m : z m z m m O m z m m 3 D r n z -4 cni,70 -4 z z Z O z - z z z m v M i -< SmJ rn Ll Ll G, m O O O crn O 70 rn C� n z z z � z DAD O m O m m r3� z Z rrr n z3z mO � i _ D zCZ N N — N N W UT N UT N Q 1: O E Dnip cn t-cpm D ul CJ E p m-4M 3 3 3 r O O p°pM m � D � � O E D p D m Cp m m m -F m A m to m -t r0 70 c� C3 Cl O m p 7f1 -+ m m 0 �i C)0 S� a O p z9-4 m O 0 O � 7C W XI A 3 y O O p vz3 0 CN 7r -n m N qr M z U) @ O-0 w v p 4 cn r r E r oa �O cn �n rn m 4` m � p D O m 1 r r- c opO c m m cc r- z z z z pOm O G� G� Dr O p E Ul O O m 7D0 m p 70 70 A <c�s� itl fi A m� O -4 f rr- m cn O m 70 r 3 n 7070 �mI .Zml m 70 tc-- z z z z z N Dzm O m 70-n 3 70 rn D 3 O z D 7700 o O Xmt 0 O n z Ju M O m c 3 < rn m m z rn � 70 m m -+ N m N z +� N z z N w D m m l7 � A w A �' A P ti O p s 41. m n _ - N -NA. N O O W an O � o T— tzil w jam- p� y SET S { FINISH GRADE OVERDEOX=21.41*1 GENERAL NOTES t, T.O i EL= 22.00': .. :-: ": ...:. •� FINISH GRADE ovER CHAv;BERs- 21.4'-22.2' - aq•OI'1E DOUBLE WASHED .. �- PROVIDE EXTENSION RISER .. REMOVABLE WATERTIGHT COVER OVER - - -SLOPE 0 2°k MIN.OVER SYSTEM ... CROWN OF PIPE - .. .. . WITH COVER OVER INLET It FINISH GRADE OVER TANK EL. RISER TO WITHIN 6'QF RMSKED GRADE I UNLESS OTHERWISE NOTED, L STEM COMPONENTS AND CONSTRUCTION -• . FINISHED GRADE :. OUTLET TO VWTMIN 1 OF F.G. ::... .. .4'SCHEDULE 40 PVC : INSPECTION PORT YWTH ACCESS BOX:. 2'OF IlW TO 12':DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 21.0't IT DW:OUTLET(S) .MIN SLOPE I% TO F.G.(SEE GENERAL NOTE 019) :CODE AND ANY MpIICABLE LOCAL RULES: . .. ... � _ �OFOUNOATION=Z1.1't _ ... .... . � 20 YIN.ACCESS -_ _� ---_.•._ � _- �._._. PLAN MUST BE BY OF HEALTH AND , .. STONE OR GEOTEXT .. .. .. . .-.-.--•_ _ .. ... .APPROVED THE BOARD COVER(3 TYP. :.: MINX ... {-''- PLACE RISERS ON ALL % 2 DESIGN ENGINEER IS. . .'. THE. . .. :... .. B•MIN.. .. .. TOP Of sAS=19.23' PROP.SCH 40 ... ..: ... 3Ir MAX. .. .. 9"Mill. WITH 3. r SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SFVLLL_BE USED IN DISPOSAL .. ::. PVC SEWER .... ... .. .. ... .:. .. PROP:SCL1.40 :.'.: :": ... ..... 16.4D" .3B'.MAX:: i' INLET%C PE�s r0 6"OF .. .. ... . a SYSTEM UNLESS OTHERWISE NOTED. r3�q7 DROP MIN. 11 PVCSEWER _ 11. FlNI 4: TO PREVENT BREAKOUT.THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN j} BREAKOUT EL 1�6.90 � S3'IMOP MW(. 3' 9' u.nma `.. L-4't T -.... PROVIDE WATERTIGHT ..... ELEVATIONa FOR A DISTANCEOF 1S AROUND THE PERIMETER OFTIE SAS:UNLESS A HED GRADE .. 4'PVCIN FROM JOINTS .) - I-�-T -1 B,ctP . 40 Mil GEOM'EBABRANE UNER IS PLACE ATLEAST FIVE FEET FROM S.0.S AND THETOP OF 20.00� - 14" . 18.85' SEPTIC TANK 4 PVCOUTTO L'�. O C� C� CJ CJ C� c° O - THE.LINER IS NO LESS THAN THE BREAKOUT ELEVATION.-- 5. SLOPE ALL SOLID%PE AT 1.0%MINIMUM.''... .. .12 OUT FAGLIN oo L_J a THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.::: LEACHING OLITLETTEE 16.75. . 18.58' :. _ o a o o o 0 0 o a �-� 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER O BE NOTIFIED PRIOR TO BACK. . GAS BAFFLE C� Q C_J C�O::O CJ C� - C o 00 O O C� O o- i' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.SYF IS O CRUSHED S MECHANICAL Nm 70 BE BACK FRIED WITHOUT FIRST OBTAIMNG APPROVAL FROM BOARD OF HEALTH .. .. .OVER MEGRIM :. . "16.T OFFSET O FND ::. . I. ::: - COMPACTED BASE _ .. ... AND DESIGN ENGINEER.. :.;' _ .:.:. 5 .. STONEOUTLET DISTRIBUTION BOX'. ' .. - f1EVATONS BASED ON APPROXIMATE M.S.L.DATUM:BENCHMARK ELEVATION OF 2O.W .. - .. OVER MECHANICALLY .. .. .. I TO BE INSTALLED ON A LEVEL STABLE. - a. mPJ "0444/1 AS SHOWN ON PLAN ... .:.1 COMPACTED BASE .. .:. :.:-:.. : EASE.FIRST.TYM FEET OF OUTLET :.' :.. L = <10 PIPES TO BE LAID LEVEL. i 16_40' 9. _ CONSTRUCTION PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK ON SITE AT . .. GROUND WATER ELEV. .20' - 1283 COMMENCING ES7ABlISHED ON L LENGTH 10,"6,•WIDTH 3� DEPTH A3 ID caamoPnW CROSS SECTION VIEW 2-503 GALLON CHAMBERS CHAMBER END VIEW AGENCIES.REPO f %xoMC4p..Poms7i MA).. :.. TYPICAL CHAMBER PROFILE 5 TOTHE FN�ANY LEAST IJTILm LocAnoHs PRIOR TO .CONSTRUCTION TANK PROFILE DISTRIBUTION BOX DETAIL CHAMBER DETAILS A�L' � GENCI RrANrDISCREPANCIES .. ... - .. ... ... ::10.' ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE.MADE WATERTIGHT- MOTTO ... ... .. SCALE ...-.. .. f NOT TO SCALE: : 1 .NO TO SCALE .. ....... EXITS 1 NO DETERMINATION HAS NMADE AS TO COMPLIANCE WITH DEEDED RIOM . .. rPLAN NOTES : ... :.: ... :.,.. ZONING DISTTtIC 6 q..y7 :O S .• AT;k-- REGULATIONS: IS O OBTW UCH OE7ERMI E TON FROM � I ..." :. ..... .... APPROPRIATE:AUTHORITY.. T.RB(RESIDENTIAL.) C'. [�K,*�t�^"� « 1.)NO INFORMATION REGARDING THE EXISTING SEPTIC SYSTEM IS'AVAILABLE. ::: .'. : :. :.. .. i' -^ i-I , TES PIT�D . AREAREQUIRED EXISTING. :.PROF05�0 ALL SEPTIC SYSTEM COMPONENTS L STAND H•10 LOADING UNLESS LOCATED CONTRACTOR SHALL VERIFY ALL SEPTIC PI%NG AND COMPONENTS, ....... .. ... - •• ... ...... ... - y I INSPEOORTDavid W.56„mn,RS 12 ENTS SHALL WITHSTAND . .... MIN.LOT FRONTAGE 20' S F' I00- S.F. N`AWA j y y �•,• .: UNDER MORE THAN 3 FEET CO COVER SMALLYS IN WHICH CASE THEY LOCATED UNDER,2 .DRIVES.pR 2.);ALL UTILITIES SHALL BE CONNECTED 70 THE NEW DdITLLIkG.lfTIL1TIES I I MIN ED LOCATIONS SHOWN ON PLAN ARE CONSIDERED APPROXIMATE ONLY a SHALL - ,; MIN.LOT WIDTH; - 10O 100.00' WA e 6t •' D CR FREE OF . .. EVALUA Id,aN Pm,er,o9.E ... . OCL LL COMPLY WITH TOWN OF BARNSTABLE a UTILITY COMPANY REQUIREMENTS(I,E ....:. .. .. FRONT YARD SETBACK. ... .20' ....... .21.4- 22.5'1 w �+ DATE: �eb..G 115,20171 I .79. E .. .....T AND FINES.- .. ... .PIPE MATERIAL,SLOPE•"SIZF;TESTING,ETC.).CONTRACTOR TO OBTAIN ALL ..- -. -• 13 s'T -'i,•' - 44 WHERE REQUIRED•CONTRACTORESMALL REMOVE WITHSTAND LOAM SUBSOIL AND UNSUITABLE rh I C 'APPLICABLE PERMITS. - : :" .. DE YARD SE79ACK - - t" TEST PIT MATERIAL IN AREA BENEATH AND FOR 5 FT.ON ALL SIDES OF LEACHING FACILITY. pREAR YARD SETBACK 10' 226' 10 9 _ REPLACE ABLE MA WITH COARSE SAND FREEFROM 7.)ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHED.AREA.:": .:: .': �1 .: .: MAX.BUILDING HEIGHT,.: -_ 30 Ci0 "..... Gi0'�" °a: 'r ._ ..' 1{Z _ _ FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15255(3).Y ..I .. - .. .. ... .. .. y5 MAX LOTCOVERAGE(bT ) '20% 102 186.E sOurt,ms % ,,s� I I.TOP 4.1 PROPERTY IS NOT LOCATED WITHIN A DE?APPROVED ZONE It. • .. ` MAX FLOOR AREA RATIO ^0.30 :0.,0 0 Z•: ,i•t' �". PERC RATE= O T N FOUND IN ..... .. .. ..... I, .. ... : �\ CONTINUATION ..... .. 1 <.� CONTRACTOR kOTIFV DESIGN ENGINEER SGREPANGES F O ndnh,ch 15. SITE CONDfflO�R M THOSE SHOWN PRIOR N OF WORK' � r ' ... .. •Pw iar+n m Bm,m,ebb S.W.a0-91 1 y: � DEPTH OF PERC= 240'-SB' 'PROPOSED PROJECT IS LOCATED WITHIN. .. ....... .: .. .. .. .' 7wup IHX KI1Xit.Lolmw,aX'EI�aS txada,�msl a9 q'�• ! ....W .. .. • ... .. .. - aoumnm,7,81 rot e>uaa 20Y+m rro mire rol maxage.vat b gmntm. ` OF ANY Di I. ... .. ... .... .. ... .. ... ••Pw Tawn of l,m,rslabkt -'Semen 2a081 1 710 Lbw moa,atia tluv w,n 0,30 �' L6 - - .. ... f 1a :"OWNNERR OFASSIEStiFRRE'CORD: TkA R.MAP 226 LCHISARI:TR OT 123 MAP 226 / 2md 9g9i e L w un.. ... .. .. .:".. +t mdsim811aw ama smva8e sld,dxa0.el"iC;erm'¢Bic'.ei.:: .). ... Lm 124 � � .. _. .. .... .. S3C REALTY TRUST - , TEXTURAL CLASS:. 1 •' 104 ADAMS AVENUE ... 4 'VM' OCU ;"` ... Fill 2,:5T i ... ... ... .. J4 Q. MA 02465 ..: � .. ... .. ...� I'.`'' .......... � ...:... : .... .. .. .. r LG4'"P;. AP laaaN Sand .. ..NX� ' .. .. 1 ...:... .. .. .. ... �. +� ... 0 �, FEMA FLOOD ZONE W. .:� .... ... MAP 226 ti I w •q 5 1ov.32 212a�,go. ,o.,e :, ': � p , s coMraDNrrr PANEL® zscD,cossaJ" i. MAP 226 . .. 1T .✓"J"r a LO 123 \. _ .: 1 . .... - `'j4.`� lT°� .. PROF B4O00L S.F. _ I �': n,W, �,•2=>�" 3 r.'r 14 - - :17. DEED REFERENCE: L.C.C.0211927 ... LOT 126 .. -. ... .... _1 ...'_.. .. . rB ..DwvE•.vav. L ... .. .. ..._ - - {{{i '' lorr srs ...._. .. .. . � `:, �` * �80�,Cp tl A 4 ' B � �to PLAN REFERENCE:' LC.OIAN i23a02L .. . / 1 I C R;.EF d__')t $�,�` 4�-4�,00`'1-pA S. i19. A 4"PERFORATED SCR.40 PVC PIPE:SHALL BE PLACED IN A VERTICAL POSITION TO A' I n- ',� OjY ` � 11 �. 40" 10.ST ...DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN r OF FINISH GRADE.'A. � � � :Lomiry Sand `{ OR.VdpLK''VP .. _ 19 %. .. ... .; /jt, �. �4 58- 170T "p. REMOVABLE APPLICANT/THREADED CONTRACTOR SHALL BE RESPONSI CAP SHALL BE PLACED ON THE BU TO OBTAIN ANY AND TO ALLOW FOR INSPECTIONS. LOMS . REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT-" FRL;.CS'eD a 1`(1 I, ��`QR r Q ' ~ v _.. . . LOCUS:PLAN 5 .. ,2„,,,. .g m. 4 _ :'�f -�17. `'•"�; ,k,:eAD u'.. SCALE I- t , .90 -.. _ _..__..:._LEGEND i m fi \ m sJrn:TILs.' r. . 3r 1n 1 . -' .. - / .} m• i __ ?m Sta,dmg,Wan,q Mqt g Observed ) ":50.9 EXISTING SPOT GRADE. - "20y /211 1v k \$H ;.. Imo; '.1• --- DESIGN DATA - , .TEST PIT DATA - i. ---50=- EXISTING CONTOUR :. :. 01, 3. ,z / I✓ j:� ;�� ,('l � \ OR , r.:PERC NO. 15283 1 PROPOSED CONTOUR " s .::- % L./ UTA' vA,.• �i - I:INSPECTOR: David W.Sbnlm,RS PROPO -. ... ... .. NUMBER OF BEDROOMS(DESIGN) '3 (TAN PER ... ... vc1,.. .. ... ® ... .PROPOSED SPOT GRADE' .. .. .. }.. r•-` '� "'�" i - ... "DESIGN FLOW- R 110 GAUDAYIBEDROOM T .,j EVALUATOR'Mmhad Pin-b i.EIT CSE i ? �- { .. .'• A• 16� ?. 1211 .. ( : I C S.E.APPROVAL OATS U.H.W---- EXISTING OVERHEAD UTILITIES i, 6iWV Oct t ., i .. - _ Of•,IV TITLE 5) - v i t Torsi oFsicrl GLOW 33o cwmAr, . February 15,2017 899 �V Nail in nark ... } DATE: ... .. .. LO AT.m CT E'(Ii I:N,r:fv `rk e.- _w5 :o ,rtiL�.0 2Y' • L•B .. \' •� Nail in U.P.040M1 { - .. DESIGNFLOW x 200% .. 660 GAUDAY - .. ....... -. .. �1:"•,:>s-I't7...'c Q:1Y1 nAin t'� D"br'., '{•-r• / : CDC' µ za °'+r..�, •�` .. otx O°� EM.=2o Da: TEST PIT 8aa ''GAS V EXISTING GAS UNE QPGSEU iiERO .G%FN C.J:FSf SNI c<,. t: • 'l2 ! 12.}T / - `) :\ \�+` Nit Appna M:S_.. 1 l7 PROPOSED 1.500.II GALLON SEPTIC TANK •! ELEV TOP= 21.2R 4 ) 11TILiTIES ... ;c,1,. o, > / .r�. `C^L..-. �� C .i .{ •: -- GAS PROPOSED GA.S LONE ,F ,� •`��+, fw� O tn� .. : ..' .. .. I ELEV WATER=. .�10.20' EXISTING WATER LINE ..... - .. { . .. .. _ A',LFk:` 4 � '? n. A " i PERC RATE_ ! V W- PROPOSED WATER LINE I MAP 226 Iryi z¢ sNA,f�% r. ):: }.' m. ( r� ' \ nA'rm 4"--,Ta e� INSTALL 2:;500 GAL.CHAMBERS W/AGGREGATE DEPTH of PERC MSnNG CESSPooi:•. • -.. LOT 179... '` 10'_ "..� .®/`' C� t ti. 16 }.'Y`'' 4 FaLJTF:J!'O PRTJ;C sFl. _. .. .... .. ..... .. - ... t:,� ... _ I - TP 3 1 N21x2' / `, -'. - '„U 10� \. ��.�'•t ifi-L'L,.pNLij SIDEWALL GIPACIT`/_.: �.TEXTURAL CLAss 1 I .TEST PIT LOCATION ; (LENGTH. WIDTH).(2 SIDES)'{21 HIGH)(0.74 GPD/s.F.)- GALIOAY ,' Y,_" (25M-12-ST)(2)(Y)(0.74:GPOI SF.) = 1120 G{LL/OAY - " I -- .. � / �-�` -.r3r�� "`�.i�-�t �`..,• ,\ � ..�)S `�.. {. 0' Fdl - 2,20' � O O C PROPOSED 1,500 GALLON SEPTIC TANK j i d _.f +..}. BOTTOM CAPACITY i 5- 20.78 .. "PROPOSED 4 SOSI_D SCHEDULE 40 PVC PIPE . -' �.. d ',q. .. <1"+``RE .(� .{!//!./ ..,--.". \. �.' :(LENGTHx 1Mm,q(0.74 GPD/S.F.)a GAUDAY A :Lonny Sond. O PR STRIB N X - } K ...�.. ::: _ .10Yf 32: PROPOSED OI t1T10 BO . :.:.PROPOSED 1,500 GALLON )}, x ::f.. ! 1 J p ) SH .. .. .... II may" r2. y '2 i �:A. d t 5.0'x 12.93')(0 Y.. t0.; 20.3T... .. I .. SEPTIC TANK-! ++ C",x.R�E� TPZ r L e i tT I ��.jr m) `} \\� .I. O� .. PROPOSED SW GALLON LEACHING CHAMBER - �eL-1 "Fi I :: : _ /� , 21x4 l.1! - - �' i A,.t11 �'' } •; TOTALS: F)\ 7,4 B �Sand 1 9.11.17 :MCP JLC" Ravlsed p,opose0 nmm size snd mr>gion . .. .R :7a GPOJS .. �;,+� m. .:".\+. �.. .- .. .' .. ..� .TOTAL NUMBER OF CFIA,IA 2 EE REV. DATE BY - APPD: DESCRIPTION.... _ I: I > g ll 1 { t. CBIDH\ / TOTAL LEACHING AREA SQ FT 19.03' i P PLAN PROPOSED TWO 121500 GALLON" ziPm - �,: .. . 1• -,r•;'. - r -P�,, :.TOTAL LEACHING CAPACITY��3, 9.4 GALJDAY ,:3N PROPOSED SITE E I4t0"LEACHING CHAMBERS VW ' :.�.,•! - riSi -� ..✓- _ j 'f1" '''_ .. e .. i .. - •I' `�'-Q`I ... .. _ 'P:PREPARED.FOR: V Y r SURROUNDINGAGGREGATE-�i• .6LS. ' ,',., �.. ) 7' JDM/L. .I .. O TIMCHISARI - III � R f �� ( ,` RUING ..N ta. •5T4 1T" � F.D.CiNA.. .. .. .� /_ :.C E7e0•G091se 8ffiO) ... ern, ' Dw uWG .. - ��? - z5v61s - .... :251 STREET "' "Fee:•• ..t`G gc FAcEbi : -.. I ., ar 4Cpgp .. t I �`1�/' CENTERVLLLE,MA 02632 -�//// PROPOSED INSPECTION P(3R7.-'� }I .-n".... "REMOVE ALL UNSUITABLE MATERIAL DOWN O ."MAP 226., .... .. .. ... ...... .: I .. `'. . ��f-/ 13T 10.27.. SCALE .1 INCH=10 Fr: �' DATE.MAY 16.2017- CBIOH 'C 501E 8 REPLACE WI CLEAN COARSE SAND LOT 122 I w.,Ayee�v � .--�. o, !. o s.. ,o m •°FEET . PER 310 CMR 255(3).CONTRACTOR O FILL I F' ' _ :No Standing,Weeping or Mo"Cb=ved ... : - VOID WIRON EX.HOUSE FOOTPRINT W➢CLEAN " _,_.-.....___-�- COARSESANDOEL.=1a.a0' - - ...: ... RESERVED FOR BOARDOF HEALTH USE - CMRl701A .. .. .. ( ... • HIGHWAY "- ) PREPARED NC' • ENGINEERING,INC. No 1mT 2�CRANBERRY _ SITE PLAN .. . ! EAST AREHAM,MA 02538 SCALE 1"=10' ..) 5073-.0377 .. I 0 ev aN ban er ucP )goo m 3sw FINISH GRADE OVER D-BOX= 21 .4�t T.O.F. EL.= 22.00� FINISH GRADE OVER CHAMBERS = 21 .4� - 22.2� 3/4"TO 1-1/2" DOUBLE WASHED GENERAL NOTES PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2/o MIN. OVER SYSTEM STONE TO CROWN OF PIPE WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6" OF FINISHED GRADE 1- UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OUTLET TO WITHIN 6"OF F FINISHED GRADE , 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX .G. ° 2" OF 1l8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION = 21 .1'f 21 .0 t `-5" DIA. OUTLET(S) MIN SLOPE 1 /o TO F.G. (SEE GENERAL NOTE#19) STONE OR GEOTEXTILE FILTER FABRIC -� CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN. ACCESS } ----- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER (3 TYP) 39" MIN.AX. I TOP OF SAS -- 19.23� PLACE RISERS ON ALL DESIGN ENGINEER. 9" MIN. CHAMBERS WITH PROP. SCH. 40 F 36" MAX. , 9 MIN. - 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWERS PROP. SCH. 40 18.40 36" MAX. BREAKOUT EL= 18.90' INLET PIPES TO 6' OF SYSTEM UNLESS OTHERWISE NOTED. /� �� FINISHED GRADE \'t �-� / PVC SEWER 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN.SLOFE�,, 6 3" 2" DROP MIN. 3I 9„ / L=4�t 3" DROP MAX. MIN.SLOPE@1% PROVIDE WATERTIGHT ELEVATION = 18.90' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 4" PVC IN FROM JOINTS (TYP.) 10 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 10 14„ , SEPTIC TANK 4 PVC OUT TO 0 0 0 0 �� 0 0 � C] THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 20.00 18.85 ! LEACHING FACILITY o 0 0 9b o ' 12" T Too o o = = 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 19.10 , 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48" OUTLET TEE 18.75 MIN. 18.58 2' � � � � � � � � � 00 � � � � � � 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 6" CRUSHED STONE 0 0 0 0 I--1 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS GAS BAFFLE OVER MECHANICALLY o0 0 0 o L_J o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 14.1' OFFSET TO FND COMPACTED BASE 5 1 I AND DESIGN ENGINEER. �� OUTLET DISTRIBUTION BOX as 8.5 (TYP) r 4° 4.0' ,,,;. 4.0' 6 CRUSHED STONE TO BE INSTALLED ON I LEVEL STABLE :5 (Np ) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 20.00, OVER MECHANICALLY ESTABLISHED ON A NAIL SET IN U.P. #444/1 AS SHOWN ON PLAN. COMPACTED BASE C C BASE. FIRST TWO FEET OF OUTLET GROUNDWATER ELEV.= < 10.20' PIPES TO BE LAID LEVEL. 16.40 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5' MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT " �� ON VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES Precast Corp., Pocasset,MA) I; . , TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. LENGTH 10'-6' WIDT�H��S�- PROFILE DEPTH 5 -8 (Dimensions per CROSS SECTION) � � (;H,�I1 .,�� '1F SEPTIC R O F I L E D I ST k I IJ I A I L • A - .TAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE NOT TO SCALE NOT TO SCALE - --- -�- - �- - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING PLAN NOTES: 'i.� - J+ (� '. ,t •. . -:: _ TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM •• • ' • APPROPRIATE AUTHORITY. 1.) NO INFORMATION REGARDING THE EXISTING SEPTIC SYSTEM IS AVAILABLE. ZONING DISTRICT: RB (RESIDENTIAL) PERC NO. 15263 it a_ .•• • a,i CONTRACTOR SHALL VERIFY ALL SEPTIC PIPING AND COMPONENTS. ` . . INSPECTOR: David W. Stanton, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED REQUIRED EXISTING PROPOSED C,► '-s' } • �'' UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR �� r �` .' EVALUATOR: Michael Pimentel, EIT, CSE 2.) ALL UTILITIES SHALL BE CONNECTED TO THE NEW DWELLING. UTILITIES MIN. LOT AREA 43,560 S.F. 8,000 S.F. 8,000 S.F. - '. • 4 # TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. LOCATIONS SHOWN ON PLAN ARE CONSIDERED APPROXIMATE ONLY & SHALL / r- • •• ,� =a C.S.E. APPROVAL DATE: Oct. 1999 MIN. LOT FRONTAGE 20' 100.00' 10000, r ' ' COMPLY WITH TOWN OF BARNSTABLE & UTILITY COMPANY REQUIREMENTS (I.E. f • .. Jy �� • ' �� f ? 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. MIN. LOT WIDTH 100, 100.00' 10000' ' ' ' 1t •� DATE: February 15, 2017 1 PIPE MATERIAL, SLOPE, SIZE, TESTING, ETC.). CONTRACTOR TO OBTAIN ALL �" " �; :; ; : • ' ; -+► 114. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE APPLICABLE PERMITS. FRONT YARD SETBACK 20' 21.4' 22.5' -r f;�r ,� • :• , • TEST PIT#: 1 &2 1 f� , «.•. 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. SIDE YARD SETBACK 10' 4.9' 10.6' �' �r:'l• "! `-- • •; •. t, ZONE 2 •� ELEV TOP = 21,90' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHED AREA. - REAR YARD SETBACK 10, 22.6' 10.7' '•�••• •� ,�•: FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). .r. �� ELEV WATER = < 10,90' MAX. BUILDING HEIGHT 30' <30' <30' i •1 . . �'-' ] ! - 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN 4.) PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 11 • '` • ' ' " •'�r • PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. / N emu• .•. 't• ', ^`!j • •I�•'" '. ` •• !{ ;� • DEPTH OF PERC = 40'- 58" 16 PROPOSED PROJECT IS LOCATED WITHIN: MAP 226 .;�.. „ � �(�>: • �. °�° < �.rt, • +J = ~,� ;':':. ;f �'` •"; �` TEXTURAL CLASS: 1 ASSESSOR'S MAP 226 LOT 123 LOT 124 `14 g o D'I .` { y'• TINA '` .• •�. LOCUS • OWNER OF RECORD R. CHISARI, TR m �. _ 1 .a_ 0 • • SSC REALTY TRUST 113� w v ' / ` . •i'• ,'. • •�'- 0" 21.90' ADDRESS: 104 ADAMS AVENUE Fill W. NEWTON, MA 02465 °00 MAP 226 • � �'�° �,' � •• r'�, 13 � �� A 4 Loamy Sand FEMA FLOOD ZONE X MAP 226 4- 1T 10 r #►� �.t « 30 • . • 10Yr 3/2 LOT 123 � ) �• �"` . `t 1i � LOT 126 ST CIE t PROP. 8,000t S.F. 'r-' ��,� j r• •: 8" 21.23' COMMUNITY PANEL# 25001CO564J DRIVEWAY I •! � % !;• el r t•• • ' - EXISTING BIT. DRIVE _"_ ft t• t1 •}4r�t1 #) }f•}} -�i �� _ I r y 17 DEED REFERENCE: L.C.C. #211927 • I • �� B Loam Sand WP`( (TO BE REMOVED) ` �, • }� ' ,�+( 1# I! }, ii �. ,� •� . _y. 10Yr 5/6 18. PLAN REFERENCE: L.C. PLAN #23802-C I CO •�f •Ij' ull , I '1 • 19. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A 8ea� �� 1 It`. ! r •��,, •+�, 1'' 40 18.57 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A I ., .�.. 3-•• h , . i,l�� REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. , 2 a 2a / ` �] ,\• :•�j+ 20. OWNER /APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL 3 v 225 •�� REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. SHED • PROPOSED � �O � ,� •I" C Med-Coarse Said / 3-BEDROOM 1pl` <pR� m DWELLING O m 2.5Y 6/6 CP TOF = 22.00' �07� PROPOSED OVERHEAD LOCUS PLAN Ln UTILITIES SCALE: 1" = 1000' - - �- nn �- c�. n 132" 10.90, L E G E N D 18" 20",,,, w 20" TWIN \ No Standing, Weeping or Mottling Observed / o v, wwy x, �.________ �_. 50x0' EXISTING SPOT GRADE 4�. � .o 0 0 .-� 0i - DESIGN DATA-, TEST PIT ^'TA I _. 50 _ EXISTING CONTOUR o �p '\ ` OI�i PERC NO, 15263 � PROPOSED CONTOUR .:r � ` i NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5) 6., 1g0 �' � \ � i INSPECTOR: David W. Stanton, RS 50 PROPOSED SPOT GRADE / 0 0 \ G EVALUATOR: Michael Pimentel, EIT, CSE 0 1/ 15--� w 2 DESIGN FLOW 110 GAUDAY/BEDROOM Oct. 1999 _ ❑/H/W EXISTING OVERHEAD UTILITIES o Benchmark I C.S.E. APPROVAL DATE: APPROX, LOCATION OF EXISTING CESSPOOL 2 0, vEREU 0 21 y �/ �0' !? Nail in U.P. #444/1 TOTAL DESIGN FLOW 330 GAL/DAY s O DATE: February 15,2017 0/H/W PROPOSED OVERHEAD UTILITIES q t( ) / COO / `"`•-y S / N Elev. =20.00 DESIGN FLOW x 200 /o = 660 GAL/DAY TYP OF 2 TO BE REMOVED AND REPLACED WITH p RCN ~' ,r; r A rox. M.S.L. l o O �G47 2 pp TEST PIT#: 3 &4 �? CLEAN, COARSE SAND PER 310 CMR 15.255 (3) / 20 \ �� GAS EXISTING GAS LINE ELEV TOP = 21.20' �� 0�� ! USE PROPOSED 1,500 GALLON SEPTIC TANK 1 GAS PROPOSED GAS LINE �A ELEV WATER = < 10,20' W - EXISTING WATER LINE MAP 226 212' ~ 1 „ \�� 21 PERC RATE _ < LOT 179 10 ?p v5 C �., WATER LINE TO BE W _ W PROPOSED WATER LINE 5 v �A REROUTED TO PROPOSED i tie P 2' N 2oX I INSTALL 2 - 500 GAL. CHAMBERS uv/ AGGREGATE DEPTH OF PERC = EXISTING CESSPOOL cr / 1p6 L 'r DWELLING i SIDEWALL CAPACITY TEXTURAL CLASS: 1 ! 21 \ \ TEST PIT LOCATION � f (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY 5°, ,' (25.0'+ 12.83') ( 2 ) ( 2' ) ( 0.74 GPD/S. = 112.0 GAL/DAY O O O PROPOSED 1,500 GALLON SEPTIC TANK 1 �1' �p.REP 011 BOTTOM CAPACITY Fill PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE PROPOSED 1,500 GALLON 12" U P) SEPTIC TANK -�'" CONCRETE rL N (TYP) \ \ (LENGTH x WIDTH) (0.74 GPDlS.F.) = GAUDAY A Loamy Sand PATIO \ \ (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY 10Yr 3/2 ❑ PROPOSED DISTRIBUTION BOX TP 2 10" 20.37' TP 2, I 0 22 PROPOSED 500 GALLON LEACHING CHAMBER 21 PROPOSED D-BOX O .. - TOTALS: B Loamy Sand CB/DH 10Yr 5/6 TP 1 TOTAL NUMBER OF CHAMBERS 2 REV. DATE BY APP'D. DESCRIPTION PROPOSED TWO(2) 500 GALLON 21x9' -� 38" 18,03' PROPOSED SITE PLAN TOTAL LEACHING AREA 472.2 SQ.FT. H-10 LEACHING CHAMBERS W/ /" 25� •� J 6 �EXI q � ./ / TOTAL LEACHING CAPACITY 349.4 GAL./DAY ZNOF � SURROUNDING AGGREGATE 22• . PREPARED FOR: #25 JI c LJR. �m i TINA CHISARI EXISTING o? I gl yc 2-BEDROOM td0) 41 DWELLING C I LOCATED AT ,,. (TO BE RAZED) Med-Coarse Sand i C�" 2.5Y 6/6 25 IRVING STREET PROPOSED INSPECTION PORT -� -� \� REMOVE ALL UNSU#TABLE MATERIAL DOWN TO MAP 226 ` CENTERVILLE, MA 02632 CB/DH "C" SOIL & REPLACE w/CLEAN COARSE SAND LOT 122 ____ :l PER 310 CMR 255(3). CONTRACTOR TO FILL 132" 10.20' SCALE: 1 INCH = 10 FT. DATE: MAY 16, 2017 VOID WITHIN EX HOUSE FOOTPRINT W/CLEAN ��vw o s �o zo ao FEET COARSE SAND TO EL.=18.40' No Standing, Weeping or Mottling Observed "'V- :ryMEOW c ` PREPARED BY: RESERVED FOR BOARD OF HEALTH USE 30140 L. J, JC ENGINEERING, INC. n CHURCBILLJR., 2854 CRANBERRY HIGHWAY > No 4130C)6 -' SITE PLAN- ,s'� EAST WAREHAM, MA 02538 SCALE: 1" = 10' 508.273.0377 _ Aj,;1i-'Drawn By BJW Designed By:BJW Checked By MCP JOB No.3694 ' MAP 226 • 3 ZONE 1 LOT 124 �t Red-. jy)y{�y/�) j] ••.• ('� •', '° , r • r•. • •�i t • s��r MAP 226 s1 $o oo' .; `•�` .'� '; LOT 126 • ` LOCUS w, EN' 41 Y • w ICE • •- ,West .)rVa n1s • .. • all r •,. r rr • .. .. G � EXISTING `r o FOUNDATION 1 �. G LOCUS PLAN O N SCALE: 1"= 1000'�� Q CT 106 m �N� %G � CA rn o_ Z 12 0, cTo O N 0 0 MAP 226 LOT 179 MAP 226 LOT 123 8,000± S.F. 0 OWNER OF RECORD: TINA R. CHISARI, TR SSC REALTY TRUST 104 ADAMS AVENUE W. NEWTON, MA 02465 ' DEED REFERENCE: L.C.C. #211927 C� PLAN REFERENCE: L.C. PLAN#23802-C CB/DH � 0 COFEMA FLOOD ZONE: X C\z COMMUNITY PANEL#: 25001C0564J 574. ZONING DISTRICT: RB ZONING REQUIREMENTS AS-BUILT V MIN. FRONT YARD = 20' 25.5' MAP 226 MIN. SIDE YARD = 10' 15.4' LOT 122 MIN. REAR YARD = 10' 10.6' �- CB/DH FOUNDATION "AS-BUILT" AT I hereby certify that the lot comers, dimensions, elevations 25 I RVI NG STREET and setbacks to the existing foundation as shown on this C E N TE RV I L L E, MA plan are correct and conforming to the Town of Centerville By-Laws and Regulations. PREPARED FOR: yt►►ku TINA CHISARI PREPARED BY: a JC ENGINEERING, INC. Jo""L.CH'JRCNII.L JR. 2854 CRANBERRY HIGHWAY r, No.asoss . .GRAPHIC SCALE EAST WAREHAM, MA 02538 ``� � ' �° ' / -- I ,o zo I v SCALE: 1" = 10' APRIL 20, 2018 ( IN FEET ) Date Professional I and urveyor JCE: 3694 1 inch = 10 ft. MAP 226ZONE 2 LOT 124 �I r • `• •• • � '��•. . • ♦r r � Q I i•,r ,�o. r.�, iil�i MAP 226 S gp.00 • • • .•�. LOT 126 • .,�. ,.. ' - LOCLti US # r 5 • • i • • • • •' l7 ( I"'a •• • • r -West oflyannifilixe, 400 •• • •• .• • .: " I ! Ma.'�� « 1, 39, �01//I` • ; all o •' , r b • - r •• ' :. • 'P Z EXISTING `r o FOUNDATION �a 113G LOCUS P LAN �Q I, o_ •� l�r�` vY" o , 2 SCALE: 1"= 1000' I Y n'gI o � m N ail .c rn o. ? 12� 01. O N O MAP 226 LOT 179 MAP 226 LOT 123 8,000± S.F. 0 OWNER OF RECORD: TINA R. CHISARI, TR SSC REALTY TRUST 104 ADAMS AVENUE W. NEWTON, MA 02465 DEED REFERENCE: L.C.C. #211927 V PLAN REFERENCE: L.C. PLAN#23802-C CB/DH CV 0 CO FEMA FLOOD ZONE: X COMMUNITY PANEL#: 25001C0564J S74- 17i 10,E N ZONING DISTRICT: RB ZONING REQUIREMENTS AS-BUILT rj MIN. FRONT YARD = 20' 25.5' MAP 226 MIN. SIDE YARD = 10' 15.4' LOT 122 MIN. REAR YARD= 10' 10.6' CB/DH FOUNDATION "AS-BUILT" AT I hereby certify that the lot corners, dimensions, elevations 25 I RVI N G STREET and setbacks to the existing foundation as shown on this CENTERVI LLE, MA plan are correct and conforming to the Town of Centerville By-Laws and Regulations. PREPARED FOR: TINA CHISARI PREPARED BY: JC ENGINEERING, INC. >> H CHURCHILL JR. 2854 CRANBERRY HIGHWAY ^ I. �-�.. GRAPHIC SCALE rvo.'asuss EAST WAREHAM, MA 02538 10 0 5 10 20 40 `lr zI� SCALE: 1" = 10' APRIL 20, 2018 ( IN FEET ) Date Professional I_and 9urveyor 1 inch = 10 ft. JCE: 3694