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0148 OAK NECK ROAD
l �f $ OCL k f(CC-,k,-Bd.. � ,. Town of BarnstableBuilding' `Post This Card 5o That�t3is Uisible,From.thedStreet Approved Plans Mus#beReta�ned on Job and:#his Card Must€be Kept , M Post ere edn b"' t�l Final Inspection Has BeenMade T �� Permit . U 3PR< �.., ,. _ ;•; .�•:.'. ems, `,. ,;..k�•,.., '€, . .... .. ';. r_ ,!.s�� ...:' ,,.,.,.....,.a, ry Wh a Cert�ficate�of,Occupancys Regwred,such Building shallfNot be Occupied urrt�l a F�rta1 Inspect�onhas been made , Permit No. B-20-975 Applicant Name: Jen Cullum Approvals Date Issued: 04/06/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 10/06/2020 Foundation: Location:' 148OAK NECK ROAD, HYANNIS Map/Lot: 307-173 Zoning District: RB Sheathing: Owner on Record: CULLUM,JENNIFER L&MAAS,EDUARDO' _ Contractor Name Framing: 1 Address: 148 OAK NECK ROAD Contracto r License 2 4ANNIS, MA 02601 `> Est Project Cost: $3,500.00 Chimney: Description: replace front windows and front door ; X .} Permit Fee: $35.00 Insulation: FeePaitl $35.00 Project Review Req: ; � �: Date 4/6/2020 Final: `'. �� k rryn11 to�(M , �. Plumbing/Gas Rough Plumbing: : z Building Official , This permit shall be deemed abandoned and invalid unless the work authored p by this permit is commenced within six months afterissuance: Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for "M h this permit,has been granted. . , ., Rough Gas: All construction,alterations and changes of use of any building and structuresishall be in compliance with the local zomng= w by las and codes. 11. This permit shall be displayed in a location clearly visible from access street o road and shall be maintained open for public inspection for the entire duration of the Final Gasre work until the completion of the same. . The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are prou�ded•on this'permit. Electrical Minimum of Five Call Inspections Required for All Construction Work Service: 1.Foundation or Footing 2.Sheathing Inspection P Rough: 3.All Fireplaces must be inspected at the throat level before firest flue linin is installed P P g . 4.Wiring&Plumbin Inspections to be completed riot to frame Inspection Final: g P P P P 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage 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. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: ,.� Town of Barnstable l e d Post This CardS�o That rt isUisible From the Street ApprouedPlans Must be Retained on Job and this Card Must be Kept x g Posted«Until Final lnspectionHas Been Made. x Where a.Cert�fi�ate 4f Occupancy�s Requiretl,such Bui,ldmg shall Not beOccu ied until a,Final)Ins ectio,n;has been.made :'; er •�t Permit No. B-18-1503 Applicant Name: Jason Stoots Approvals Date Issued: 06/07/2018 Current Use: Structure Permit Type: Building-Solar Panel-Residential - Expiration Date: 12/07/2018 Foundation: Location: 148 OAK NECK ROAD, HYANNIS Map/Lot 307-173 Zoning District: RB Sheathing: Owner on Record: CULLUM,JENNIFER LtContracto� am�eJASON D STOOTS Framing: 1 Address: 148 OAK NECK ROAD Contractor icense�CS090293 2 HYANNIS, MA 02601 Est Project Cost: $45,000.00 Chimney: y: Description: Solar PV Installation-10.5kW's,30 modules roof mounted,flush Prriy�t Fe$e: $279.50 Insulation: mounted,grid tied,and net metered. K Fee Paid $279.50 Project Review Req: a a ®ate 6/7/2018 Final: zt 21 Plumbing/Gas Rough Plumbing: z Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work a uthonzed by�this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved applyicationan te'approved construction documents for which�thts 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 I y taws and codes. This permit shall be displayed in a location clearly visible from access strreee or roaad and shall be maintained open for publicinspecticin for the entire duration of the Final Gas:' work until the completion of the same. n� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials0are provided on this permit. Minimum of Five Call Ins P q ections Required for All Construction Work.}`: Service: 1.Foundation or Footing i 2.Sheathing Inspection . ?:• . •�, w- ._ Rough: 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) 6.Insulation Low Voltage Rough: 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: � 'OWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division �' � t" ':" �., !Pr Date Issued Conservation Division Application F7 454 �Z Planning Dept. , Permit Fee Date Definitive Plan Approved by Planning Board '�dkeTASLE Historic - OKH _ Preservation/ Hyannis Project Street Address 0 d a,_4 ./ V Q L AA/ h /I S L d 1 Village h Y 1 / S Owner �� :Q /1 U U Address Q_ �. /�' (,. nn� Telephone 4 / Permit Request (o� 5� J1 CiMS,ram 4-Z 41 Shmr �_ �, q 64 D I(e,S A c��- Square feet: 1 st floor: existing proposed 2nd floor: existing d proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation QUU Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type:.Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure mp Historic House: ❑Yes KNo On Old King's Highway: ❑Yes *TNo Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft) Basement Unfinished Area (sq.ft) �) Number of Baths: Full: existing_ new Half: existing CD new Number of Bedrooms: Z- existing D new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: as Oil ❑ Electric ❑ Other Central Air: ❑Yes ® No Fireplaces: Existing 4 New D Existing wood/coal stove: ❑Yes WNo Detached garage: 0 existing LJ 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 D I��, d h S Ir L)�h h n Telephone Number 56 Df -1 1 .p I "1 2- ' Address License# C S— b G P k9 2 Q. v Yl , ---Home Improvement Contractor# IZ91-14 Email L U L b orker s Compensation # F 1 C p�nn Cam, i' ALL CONSTRUCTION DEBRIS RESUL ING FROM THIS PROJECT WILL BE TAKEN TO 54-S fs SIGNATURE DATE 1 ��' FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION �b1� FRAME SY1�, 6 �C-7 . I INSULATION - - FIREPLACE ELCTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i The Cornmmnveafth of3fasyadi rsetfs. Deparament cr,fluihuaid Acridentr 600 Wasiiugion&treet -- Boston,.,IM 02111 tw mmmmgorldia "grarkers' CmnpenswGun.Insura:;ace AffdaviL B,13ildexslCu.nfraciursMech ician.s/Phm3hers AA�It'� InfGYTffiafFUII Please Print E�e�iy Na=(snsinessllOiganiationn�vdual � �- Ct1�s�v es�i to Address: Ciwsta:,r-� _ s4••, ehd6> Ph0n5-• S -1"16 1737- AreYau lover?Cheekthe appropriate box: ' T of o e.ct r L I air a employer wffi �' 4 ❑I am a general eontmetor and I 6 Y E N i f �}� employees(fish andfor part-time)-* have hiredthe suit-contactor ��de� 2.❑I am a sole prapdetoff orpartuer- Tested on the.attached s�. 7. slip and have no employees Terse sub-condractors have ,=,WIdmgIadditioa n w g for employees andhave iiodoers � ���`- $ 9. , INo t�a�ers' camp.hMMMe comp-inmra,�• required_] $- ❑ We area corporation and ifs 10:❑Electrical repairs•or adcrifions afficeshaveexeressedf4uir 1L Plumbin r airs or additions 3.❑ F am.a fiomeovmer doing all wo�lt ❑ . � eP of MGi. rmpselE[No vr�kscs'c'amF- right �exemption per 12❑R:oafrepairs insura=erpg+nd]i C-152,§1(4).and we have no employees.[gowoADers' 1311 Other coup-insurance required.] 'tiny W5crv2 fat cbeclsboa#1 mast else fill aatthe swfianbelowshnsiag die¢wmkere mmmpwsatinupabry iafnamsnaa gam mmem who=bmi t des SFfida[it mWratmg dey mm 40kg RU wade and 61MI se aa3s3decoaimctorsamst submit a neW si&VIt iadicsaian sacs.. fCaa�ctb6S�xt d�xYilus bax nae�sttache�mtadditi®al sireei shoAFagthena�of the snb-co�ctaa and sf�ewhethes arnatfhnse eatiiiPsl� employee's.Iftbesub-canim—isle empIaf$esy dteymus'p=d th.�ek worker'romp.policy numbeL I air[art emplo}�r Heat isgruuizIi n�orl€¢ts'caQiltertsaftatt insrirairca fvr ercy'carplv}�e¢ Mow is AirprtHq and job site . informer-dofL �1 , Insurance CormpanpifFanue: •PORGY 44 or^,self-ins_lie-, -?J V 'A 11 `. MpimtibnDate: a Z E rob ffila- �Addr 64 Ark Attach 2 COPY of the workere compensatioapolicy-dectaration Me(showing the policy number and eipiration date). Failnre to secure covecage as requireduuder Sechon:25A of MGL a 157—can lead to the imposition of criminal penalties of a fine up to,$U0G 0a andlor one-yearimpiisonmeak as well as civil penalties is the faaa of a STOP WORK ORDER and a jime of up to MOO a dap against the violator. Be advised tilat a copy of this statement maybe hnvarded to the Of of Investigations of the DIA for insurance coverage ITEffosihnn .I tta ker.�iry '��ua tics prares and�p8r�s o:�Fr!'f!!latfl'►s iriforera,�vuprmirT,cdabat�is bus atzd correct Sisnature_ Date_ Phone ikZ- OBEdd use anfy•Dv riot wrke in tM;area,to be-cmnspkad by city artopra n,OL-ret 0(y or To-nu: Permit cescse;9 Issuing r€tY(ca Cie one): LBO . of I eaith I3uTd ng Pep=, m mt 3.f n ITow CIerY .Electrical Inspectae S.Pfa bang Fnspector, 6.Other Contact Person: Phone#: an A/{srccarl rr G&3 exal Laws dmp[ra 152 regrm-es an e�Toy=t() wotl�'°ompensattan for ti�en �oY - PvrsaanttD this sty,an=T&3�zs defined as¢:�verYFeasaam die service of another nndes a T coact of hue, eggress or implied;oral cErmithna.7 Ai,eznplvyer is decoed as`ran individual,padners�.amco on,coQporation or oti�legal�Y, any two or more of ffie�mg engaged m a3oint en�se,and mclndmg the legal n�es�at[ves of a deceased employer,or 1ho rmei, or tastee,of an individual.PaMft=sfiip,Emocfifion or poser Iegal entity,employing=3PI0YCMR- Howe4ez the of-9-vzner dwelling house having not more iim tlaee apartments mdwho resides tTierem„or the:o=Tant oftI�- odweIImg horse of mo ier who erriPloys persons to do ma aten;mm.r rrr,cf rtLr ti pn or repair work on such dwelling horse or on the aotmds or bnzldmg appude .ffL=t:)shannotbecanse of surds employmentbe dmerlto be an employee" MGL caapter 152,§25g6)also sides that¢everys&-fn or local ficens-mg agency shallwii hold ffie issuance ar renewal of a license or permit to operate a business or to construct bmldings in the,c ommoutvealth for any applicantvgho has notpiodnced acceptable evidence of comprancewitli th:e; ST rance_cove;rageregB.u•ed. Ad aionalb.M(H-��152.§25CM sfates VTe17E r the _ nor�y ofifs political subdivisions shall .ter min any contra.at fourthe pmb==ce ofpnblio woiicMna ar�table evidence of compliancewn fe ins�ancd.. re gtm:eni=fs of this d32P{Yaave hlieen end to the CM&W��.authoiity_-" 1� Applicants ' affidavit co by chi&(--boxes that apply-to yomz dtaatiou and,if compensation mP�• . Please fi>l.o� ffie workers mp nece~ssaty,supply sab- rd� s)name(s), addresses)andphonennmber(s)alongwiththcir cerh�csf---Cs)of Limited Liabffity C uMPanies(LLG)or Li3�Liabi7ity-Par[n=Iops(LIP)veitb-no Employees other than.tb.e members or pajtn s are not rimed fn carry wrni=s'compensation iizsmx:uce If.uE or ay does hate • empIoyess,apolicyisreq�. BeadvisedtliattTusaffida•YitmaYbesnhm�edtatt�eDepa•-finentofIndvsfrial Accidents mr confnmaiion of Dance coverage. Also be slue to sign and date-the affidavit .The affidavit should beretarts to o- =--cit ortownticetheapplicationforthepestorlicenseisbeingregtiestAnottheDr-partmenfof 7,auS ri al A.=duets. Sboulayou have ray questions regardmg the law or if you are rimed to obtain a wormers' campensationpoliicy,please.calltileDepartmentattliennmberlisfedbel0w lf-ins�uedcampamesshonIdm,' rilieir self-;,,uM ce Jicense MM3.bea on the appropziate line. City or Town Of icizis f Please be sure that tiie affidavit is compleba ondpri�ed Ieglly- 'Ihe Departmenthas provided a space of the bottom. ou the lirant. to coact aPP of the affidavit for you to fill Out in tha event the Office 0MVest� b� Y g P 1ms a be sure to fM m the Peu in l crose tubes which.wiIl be tsed as a ref!rence�mbcr. In addition,as applicant tip mast sabmit zauYtiple petmiJIiceose appliesions many given Year.need only sQbmit one affidavit indicainzg cat a Ditty is formation (if necessary)and tinder"lobe Ad�iress9 Lae applic Fhould write�aII locations iii ( Y or awn)»A copy ofthe affidavitthathas bey officially stamped OrmadcedbYthe city ortnwn maybe provided to the applicant as proofthat a valid affidavit is on file for Ensure permits or licenses_ Anew affidavrtrmrst be filled out earh year.Where a home owner or cifi=is obtadog a license or peruiit not reed in any business or commercial v Le_a do license or in titan leaves said person.is NOT req�ted to Mete ibis affidavit C g p� wouldliketotliankyoum.a&mceforY()=coopmaraf!cmandshouldyon.haveanyque dons, The Office of InyeStigafi�+T�c please do nothesifate to givens a caz The Depffitinmes address,telephone andAxtruIDbea: .1�,z CC,=jQaWWjffiE0f ch ' T�egaztm�nfi of�idAcci��nts (}ace QxDM&t?gatio= Te.g 61,,p2mM=t 406 car 14 IitLa SrAFE Rzvised4-24-07 AWC duide'io W,odd Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780CD'IIt5301im)1 Q Check Compliance 1.1 SCOPE ' WindSpeed(3-sec.gust)..................................................................................................................110 mph WindExposure Category............................:............:....:...:...............:.............:..............:.................:..:..........B 1.2..APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories <_2 stories RoofPitch ........................................:.................................(Fig 2).............................I............. 512:12 Mean Roof Height ..........(Fig 2 ' BuildingWidth,W...........................................:...................(Fig 3)..............................................:. ft 5 80, BuildingLength,L ...........................................:..................(Fig-3)................................................. ft 5 80, Building Aspect Ratio(LMI) ...............................................(Fig 4)....................... 5 3:1 Nominal Height of Tallest Opening ...................................(Fig 4)................................................ <_618" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...........................................:.......................,...........................:.......................:...... ConcreteMasonry.......................... ................................... ................. ................... 2.2 ANCHORAGE TO FOUNDATION'-' 5/8"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general................................. .........(Table 4). ............. 1-1 ' in. Bolt Spacing from endfjoint of plate ............................(Fig 5). ................................. in.5 6"—12" Bolt Embedment—concrete ........................................(Fig 5)................................................._in.z 7" Bolt Embedment—masonry.........................................(Fig 5);....:...................................... in.>_15" Plate Washer...............................................................(Fig 5)...................... _......z 3"x 3"x Y4 v 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6). .............................................. —ft 512' . .. Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).....,.............................................._ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................._ft 5 d Floor Bracing at Endwalls...................................................(Fig 9). .......... ........................ ....... ....... . ..... ...... ..... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)............................ Floor Sheathing Thickness (per 780 CMR Chapter 55 in. Floor Sheathing Fastening..................................................(Table 2)..._d nails at in edge/ in field 4.1 .WALLS Wall Height '6......(Fig 10 and Table 5 ft 510' " Loadbearing walls.................:...................:............ ( 9 ).......:......:............_ Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft 5201. Wall Stud Spacing ...................................:................. (Fig 10 and Table 5). .............. .Pt in.5 24"o.c. 4 Wall Story Offsets ........................................................(Figs 7&8) 4.2 :EXTERIOR WALLS' Wood Studs Loadbeadng walls.........................................................(Table 5)..............................a--- qh 4 in. Non-Loadbearing walls................................................(Table 5)................. ft—i Gable End Wall Bracing Full Height Endwall Studs.............................;...............(Fig 10)........................:........................................... WSP Attic Floor Length ..............................................(Fig 11)................................... .. ft 2:W/3 Gypsum Ceiling Length(if WSP not used) ................(Fig 11)..................................... . ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c.. (Fig 11). ..........................:. .....:...... :.......:.... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays '. Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).....................................ty ft Splice Connection(no.of 16d common nails).............(Table 6)........................................................... l A.WC Guide to Wood Construction in Sigh Wind Areas:110 mph-Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)..............:...............(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(fable 9).................................. ft_in.511' ✓ Sill Plate Spans ........................................................(Table 9).................................._ft_in.511' Full Height Studs (no.of studs)...................................(Table 9)..................:..................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._ft_in.512' Sill Plate Spans.......:..................:................................(Table 9).................................._ft_in.512° Full Height Studs no.of studs able 9 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Opening 2 ................ SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.................................:.......(fable 10 or note 4 if less)....................... in. Field Nail Spacing................... (Table 10)..................... '... . ..... .. Shear Connection(no.of 16d common nails)(Table 10)........................................................ _ Percent Full-Height Sheathing.......................(Table 10)....................................................._% 5%Additional Sheathing for Wall with-Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2......................................................................... s 6'8' Sheathing Type....... . . .................... ......(note 4).......................................................— . .. .. .... .. Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... in. Field Nail Spacing.........................................(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11). .................................................... _ Percent Full-Height Sheathing able 11 ....................................................._% " 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...............:..... Wall Cladding Ratedfor Wind Speed?............................................................................................................................. 5A ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ........................:..........................(Figure 19)............._ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............................................U= pif Lateral.............................:...............(Table 12).................,............................L= plf Shear..............................................(Table 12)..............................................S= pif Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker...:.... ...............................(Figure 20).............._ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... ..................................:..........._in.z 7/16"WSP Roof Sheathing Fastening................ ........(Table 2) _. ................... . Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11. c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e: Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. I . �.a.. Massachusetts..,D$gar0nent of p.ubUc Safety 4 soati of Build ing Regulations and Staniards . ; �u Licenses CS-068855 � e` �';� �aGoristruction Supervisor MICHAEL ROLFE g . 141�OOG ROAD 1 MARSTONS MILLS MA02648'`y� •1 Ll 11k y,1 4 1 0412912418 Com�f m stoner v Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 ` � Home Improve men, tractor Registration - Type: Corporation y — Registration: 128174 Rolfe Construction Inc Expiration: 03/04/2019 141 Bog Rd. Marstons Mills, MA 02648 Update Address and return card. Mark reason for change. SCA 1 0 20M-05/11 .-. _• --� I—I A4r!.;ace n P�nP— -il r r� �!rnln•.�1,+r+i C lze Wawvn cmeoealtl olCQ, c,-jjac/.LLOe Office of Consumer Affairs&Business Regulatio6 HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: Realstration Expiration Office of Consumer Affairs and Business Regulation 128174, 03/04/2019 10 Park Plaza-Suite 5170 I = ==_;1:: Boston,MA 02116 � l Roffe Constructlon ln'&.� , MICHAEL ROL4E A> 141 Bog Rd ', t1 Marston Mills,MAC 02648„ Undersecretary Not valid without signature oREScheck Software Version, 4.6.2 Compliance Certificate Nf Project Addition "Dv Energy Code: 2015 IECC Location: Hyannis, Massachusetts Construction Type: Single-family- Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 18% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 148 Oak Neck Rd. Cullum Rolfe Construction Hyannis, MA 02601 148 Oak Neck Rd. 141 Bog Rd. Hyannis, MA 02601 Marstons Mills, MA 02648 Compliance: 4.3%Better Than Code Maximum UA: 47 Your UA: 45 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 168 38.0 0.0 0.030 5 Wall 1:Wood Frame, 16"o.c. 304 21.0 0.0 0.057 13 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 54 0.300 16 Door 1: Solid 20 0.270 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 168 30.0 0.0 0.033 6 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title,Addition Report date: 07/11/17 Data filename: Untitled.rck Page 1 of 9 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.11 ;Construction drawings and ❑Complies 103.2 (documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the ' =building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable ; construction documents. 103.1, ;Construction drawings and ❑Complies 103.21 I documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 I lighting and mechanical systems. Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate ; compliance with the IECC (Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA ' � Cooling: Cooling: ;❑Not Observable ; g Manual J or other methods Btu/hr ; Btu/hr ; approved by the code official. ,❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 07/11/17 Data filename: Untitled.rck Page 2 of 9 Section # Foundation'Inspection Complies? Comments/Assumptions & Re .ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation C❑Does Not and extends a minimum of 6 in. below 1 grade. ❑Not Observable , ❑Not Applicable ; 403.9 Snow-and ice-melting system control s;❑Complies ; [FO12]2 installed. ;❑Does Not l ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 07/11/17 Data filename: Untitled.rck Page 3 of 9 r Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, 'Door U-factor. { U- U- ;❑Complies ;See the Envelope Assemblies {402.3.4 UDoes Not ;table for values. i { , [FR11 1 ! ;❑Not Observable 1 � ;❑Not Applicable ; 402.1.1, Glazing U-factor(area-weighted U- U- I❑Complies ;See the Envelope Assemblies 402.3.1, average). { { I❑Does Not ;table for values. 402.3.3, ❑Not Observable 402.3.6, M 402.5 { ;❑Not Applicable ; [FR2]1 , , 303.1.3 {U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance []Does Not with the NFRC test procedure or {taken from the default table. ❑Not Observable { ❑Not Applicable , 402.4.1.1 !Air barrier and thermal barrier ❑Complies [FR23]1 !installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable ; 402.4.3 !Fenestration that is not site built ❑Complies [FR20]1 .is listed and labeled as meeting ❑Does.Not yAAMA/WDMA/CSA101/I.S.2/A440 ' or has infiltration rates per NFRC ❑Not Observable {400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable ; 403.2.1 ISupply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not ; i>= 3 inches in diameter and >_ ❑Not Observable ; R-6 where <3 inches. Supply and { I return ducts in other portions of []Not Applicable { ;the building insulated >= R-6 for I diameter>= 3 inches and R-4.2 {for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not pj ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids I R- I R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to zR- I ;❑Not Observable 110 3' ;❑Not Applicable 403.4.1 'Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ; I I ❑Not Observable ; []Not Applicable 403.5.3 Hot water pipes are insulated to R R- I❑Complies [FR18]2 2-R-3. ;❑Does Not ❑Not Observable ; ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ` ❑Not Applicable f 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 07/11/17 Data filename: Untitled.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition q Report date: 07/11/17 Data filename: Untitled.rck Page 5 of 9 I Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values ❑Does Not V provided. ❑Not Observable ❑Not Applicable 402.1.1, 1 Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ wood ;❑ Wood ;❑Does Not stable for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ! !❑Not Applicable 303.2, !Floor insulation installed per ❑Complies 402.2.7 i manufacturer's instructions and ❑Does Not [IN2]1 'in substantial contact with the ; j underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable {contact with the top side of ; sheathing, or continuous ' !insulation is installed on the underside of floor framing and ; extends from the bottom to the ! top of all perimeter floor framing members. 402.1.1, {Wall insulation R-value. If this is a! R- R- !❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 !wall insulation on the wall !❑ Mass ❑ Mass !❑Not Observable ; [IN3]1 exterior,the exterior insulation !❑ Steel '❑ Steel ❑Not Applicable requirement applies(FR10). I I pp ! 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not i � []Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3), Project Title: Addition Report date: 07/11/17 Data filename: Untitled.rck. Page 6 of 9 Section Field Verified # Final Inspection Provisions Plans Verified Complies? Comments/Assumptions Value Value & Req.ID 402.1.1, i Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.11 wood ',❑ wood ;❑Does Not stable for values. 402.2.2, ; Steel I❑ Steel '❑Not Observable ; 402.2.E I[FI1]1 :❑Not Applicable i � � , i 303.1.1.1,!Ceiling insulation installed per ❑Complies ; 303.2 !manufacturer's instructions. ❑Does Not [F12]1 !Blown insulation marked every ; 300 W. ❑Not Observable ! ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- i R- ;❑Complies ; [F13]1 i insulation zR-value of the :❑Does Not !adjacent assembly. ❑Not Observable ; ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ; I [FI17]1 `ach in Climate Zones 1-2,and T❑Does Not i<=3 ach in Climate Zones 3-8. ;❑ ' i Not Observable ; I :❑Not Applicable 403.2.3 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14]1 cfm/100 ft2 across the system or ftz ft2 ❑Does Not i<=3 cfm/100 ft2 without air ' handler @ 25 Pa. For rough-in ❑Not Observable I ; nests,verification may need to :[]Not Applicable occur during Framing Inspection. ; 403.3.2 !Ducts are pressure tested to i cfm/100 cfm/100 ;❑Complies [F127]1 Sdetermine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total '❑Not Observable 'leakage measured with a I pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including Ithe manufacturer's air handler 1I enclosure if installed at time of I I !test. Postconstruction test:Total leakage measured with a I I pressure differential of 0.1 inch {w.g.across the entire system I including the manufacturer's air ' i i i i I i handler enclosure. 403.3.2.1 {Air handler leakage designated ❑Complies [FI24]1 I by manufacturer at <=2%of ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [F19]2 installed for control of primary ❑Does Not heating and cooling systems and ' initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ' ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Addition Report date: 07/11/17 Data filename: Untitled.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy []Not Observable ; and air flow limits. ❑Not Applicable ; 403.2 Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ' []Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems "°"' ❑Complies ; [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ' ❑Not Observable return pipe or a cold water supply pipe.Gravity and thermos- ❑Not Applicable ; syphon circulation systems are ; not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ; [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the I piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that []Does Not pump water from a heated water ❑Not Observable supply pipe back to the heated water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature I of the water entering the cold water piping to 104°F. 403.5.4 Drain water heat recovery units []Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water ; heat recovery units< 2 psi for individual units connected to three or more showers. ' 404.1 75%of lamps in permanent ❑Complies ; [FI6]1 fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage ❑Not Applicable 1 lighting. ' 404.1.1 Fuel gas lighting systems have []Complies [FI23]3 no continuous pilot light. ❑Does Not AJ ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 07/11/17 Data filename: Untitled.rck Page 8 of 9 Section ` Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 401.3 Compliance certificate posted. ❑Complies [FI7]2 []Does Not ❑Not Observable ; []Not Applicable 303.3 Manufacturer manuals for ❑Complies ; [F118]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition Report date: 07/11/17 Data filename: Untitled.rck Page 9 of 9 �J( 2015 IECC Energy Efficiency Certificate ksmmma Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): �.. mom @M Window 0.30 Door 0.27 IF-. — Heating System: Cooling System: Water Heater: Name: Date: Comments i �} Cape Cod Insulation,Inc. Estimate Print Date:0 711 112 01 7 Page 1 of 2 18 Reardon Circle Estimate#: 600942.00 South Yarmouth,MA 02664 Date: 07/11/2017 P: 508-775-1214 Ter #: On receipt F: 508-778-5735 Plan ID: E: Sales Rep: Christopher Legere W:www.capecodinsulation.com Phone#: 508-775-1214 Email: chrislegere ca ecodinsulation.com Customer Name: Job Name: Rolfe Construction,Inc. 148 Oak Neck Rd. 141 Bog Rd. 148 Oak Neck Rd. Marstons Mills,MA 02648 Hyannis,MA 02601 rolfe.construction@comcast.net rolfe.construction@comcast.net P:508-776-9932 P:508-776-9932 A: F: ADDITION INSULATION PACKAGE: Package Accepted(please circle one): YES / NO Attic Flat w/12"R38 Kraft Faced Batts(16 OC) Attic Flat 16"Accuvents installed around perimiter of Flat Ceiling Walls Exterior w/5.5"R21 Unfaced Batts installed (16 OC) Walls Exterior w/4mil Polyethylene Vapor Barrier Basement Ceiling w/10"R30 Kraft Faced Batts (16 OC) Basement Ceiling 16"Metal Support Rods ADDITION INSULATION PACKAGE TOTAL: $890.00 (Package Is Included In Total) t ` Cape Cod Insulation, Inc. Estimate Print Date:0 711 112 01 7 Page 2 of 2 18 Reardon Circle Estimate#: 600942.00 South Yarmouth,MA 02664 Date: 07/11/2017 P: 508-775-1214 Terms: On receipt PO#: F: 508-778-5735 Plan ID: E: Sales Rep: Christopher Legere t W:www.capecodinsulation.com Phone#: 508-775-1214 Email: chrisle ere ca ecodinsulation.com Customer Name: Job Name: Rolfe Construction,Inc. 148 Oak Neck Rd. 141 Bog Rd. 148 Oak Neck Rd. Marstons Mills,MA 02648 Hyannis,MA 02601 rolfe.construction@comeast.net rolfe.construction@comeast.net P:508-776-9932 P:508-776-9932 A: F: Thank you for your business! CCI Cape Cod Insulation Inc.expects all areas being insulated to be broom dean and free of debris,prior to work commencing.It is the responsibility of the customer to heat the building to at least 50 degrees to avoid foam shrinkage.Spray foam insulation cannot be installed when the exterior surface temperature is below 32 degrees. When installing spray foam insulation,it is imperative that you consult with your HVAC contractor as CCI is not responsible for improperly sized HVAC units and the damage that may occur. Customer is responsible for removing or covering anything that you don't want covered with overspray. CCI in not responsible for the damage that may occur from overspray. *It is recommended that house be evacuated for 48 hours after the spraying of foam insulation.CCI is not responsible for any health issues due to inhalation of spray foam insulation. *No other trades can work on-site while Cape Cod Insulation,Inc is Spraying foam products.Respirators are required while foam products are being sprayed. Cape Cod Insulation,Inc.is fully protected by Worker's Compensation,Liability and Automobile Insurance.Materials are guaranteed by the Manufacturer and CCI's workmanship is guaranteed for 1 year. All agreements are contingent upon strikes,accidents or delays beyond our control. Terms:Payment is due upon completion.Payment can be made by Cash or Check.Any checks returned for insufficient funds are subject to a$25.00 service fee.Payments not received within 30 days are subject to 1.5%monthly finance charge.In the event that payment is not received within 60 days of the invoice your account will be turned over to our Attorney for collection.All collection costs,including attorney fees,incurred by CCI will with be charged to customer. Note:this proposal may be withdrawn if not accepted within 30 days. Sales Rep Date Acceptance of Proposal:CCI is authorized to do the work as specified. Customer Signature Date AUTHORIZED SALES SIGNATURE DATE Subtotal: $890.00 GrandTotal: $890.00 SIGNATURE PRINT NAME DATE ESTIMATE Rolfe Construction Inc Jenn Cullum 141 Bog Rd Marstonsmills, Ma 02648 (617) 276-4977 Phone: (508) 776-9932 Email: rolfe.construction@comcast.net Estimate # 000018 Date 07/07/2017 Description Total Foundation and concrete floor $4,200.00 Foundation 2 pump trucks Excavation $1,800.00 Materials $11,000.0.0 Anderson windows 400 series " iberclassic entry doors Framing $4,200.00 Roofing $2,000.00 Siding $2,600..007, Labor only Decks $840.00 12x14 Framing only no decking Permit $1,500.00 Permit fees allowance only 1500.00 Subtotal $28,140.00 Total $28,140.00 Page 1 of 3 Notes: This project is a weather tight shell no interior work by rolfe construction at all Electric. Plumbing Insolation paint sheet rock all done by others Payments will be as follows Deposit 1/3 9380.00 2nd payment after foundation is poured and back filled. 9380.00 3 rd soon.completion of framing and roofing And siding 9380.00 Page 2 of 3 6. By signing this document, the customer agrees-to the'services and conditions outlined in this document. Mike Rolfe Jenn Cullum Page 3 of 3 f ACo CERTIFICATE OF LIABILITY INSURANCE F DATE(MM/DD/YYYY) Ilk. � 1 07/14/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Anne Sanzo HUB INTERNATIONAL NEW ENGLAND LLC PHONE 508 945-7863 FAX No: E-MAIL ADDRESS: anne.sanzo@hubinternational.com 265 ORLEANS RD INSURERS AFFORDING COVERAGE NAIC# NORTH CHATHAM MA 02650 INSURER A: TRAVELERS PROPERTY CAS CO OF AM 25674 INSURED INSURER B: ROLFE CONSTRUCTION INC INSURER C: INSURER D: 141 BOG ROAD INSURER E: MARSTONS MILLS MA 02648 INSURER F: COVERAGES CERTIFICATE NUMBER: 173296 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MOLICY EFF IPMA)D EXP LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE FDOCCUR PREMISES EaENTE occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JECTPRO LOG PRODUCTS-COMP/OP AGG $ PRO- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO ' BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTO S AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS" AUTOS ". Per accident UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER X STATUTE ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 100,000 A OFFICERIMEMBEREXCLUDED? WA WA WA 7PJUB9F88164816 08/02/2016 08/02/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. 11 This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 � C, Daniel M.Cro y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD NEAP ENGLAND LAND SURVEY MORTGAGE INSPECTION PLAN Professional Land Surveyors NAME JENNIFER CULLUM -o 710 MAIN STREET c° LOCATION 148 OAK NECK ROAD W ?�N.Oxford, MA 01537 v PHONE: (508) 987-0025 HYANNIS, MA FAX: (508) 234-7723 2015 8 31 SCALE 1"=80' DATE � / REGISTRY BARNSTABLE BASED UPON DOCUMENTATION PROVIDED, REQUIRED MEASUREMENTS WERE CERTIFY TO:---- .MADE OF THE FRONTAGE AND BUILDING(S) SHOWN ON THIS MORTGAGE OF INSPECTION PLAN. IN OUR JUDGEMENT ALL VISIBLE EASEMENTS ARE DEED REFERENCE: 1 7299/2 1 7 SHOWN AND THERE ARE NO VIOLATIONS OF ZONING REQUIREMENTS REGARDING DWELLING STRUCTURES TO PROPERTY LINE OFFSETS (UNLESS 'E OTHERWISE NOTED IN DRAWING BELOW). NOTE: NOT DEFINED ARE ABOVE EDWARD PLAN REFERENCE N/A GROUND POOLS, DRIVEWAYS, OR SHEDS WITH NO FOUNDATIONS, ETC. SMITH III H THIS IS A MORTGAGE INSPECTION PLAN; NOT AN INSTRUMENT SURVEY. NO. 38 B WE CERTIFY THAT THE BUILDING(S)ARE NOT Wm THE SPECIAL DO NOT USE TO ERECT FENCES, OTHER BOUNDARY STRUCTURES, OR TO FLOOD HAZARD AREA SEE FIRM: PLANT SHRUBS. LOCATION OF THE STRUCTURE(S) SHOWN HEREON IS EITHER IN COMPLIANCE WITH LOCAL ZONING FOR PROPERTY LINE OFFSET 25001 CO568J m. 07/16/201.4.'_; REQUIREMENTS, OR IS EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER MASS. G.L. TITLE VII. CHAP. 40A, SEC. 7, UNLESS OTHERWISE FLOOD HAZARD ZONE HAS BEEN DETERMINED BY SCALE AND IS NOTED. THIS CERTIFICATION IS NON—TRANSFERABLE. THE ABOVE . NOT NECESSARILY ACCURATE. UNTIL DEFINTIVE PLANS ARE ISSUED CERTIFICATIONS ARE MADE WITH THE PROVISION THAT THE INFORMATION BY HUD AND/OR A VERTICAL CONTROL SURVEY IS PERFORMED, PROVIDED IS ACCURATE AND THAT THE MEASUREMENTS USED ARE a PRECISE ELEVATIONS CANNOT BE DEMUNED. ACCURATELY LOCATED IN RELATION TO THE PROPERTY LINES. u. l t 2� Q c� 126� N1�N�p,N REQUESTED BY: PLATINUM TITLE do CLOSING 0' Q. 80' 120' 160' 240' SERVICES PC DRAWN BY: DLM CHECKED BY: GES SCALE: 1'=80' FILE 15MIP9437 Zo5 z �r 0;5 o 0 0 ' c SIDING SEE ELEVATION b to >. to �dZ �No 44'-0't "TYVEK" HOUSEWRAP EXIST. BUILDING ) o O Q o - 1/2' COX PLYWOOD B-B" 14'-0= 21'-7" Z ~ m ~J NEW ADDITION REV.NO.: 4' s' 2'-7' 2'-7" 4'-5' 12'-0' DATE 2x4 0 16" O.C. NEW DECK AND. D. ]AND. - R-20 BATT INSUL. 448 _..._..__.._...._........_.._.._....._.._..___......, (OR EQUAL) 0')E 6 MIL POLY VAPOR BARRIER i'2R � 2 R"x6'B"1/2" G.W.B. 4-Z NEWDECKo.. NEW A 5 I RDEEACIKVE EXIST. NMUDROOM N 13.wZ zZZ m1 NEW WALL DETAIL 1zwSCALE 1-1/2" = V-0" L I iC') EXIST. _-..... EXIST. ¢ o OT 06 O TYPICAL LVL/GLULAM BOLTING/NAILING +� i POST To r i i --I t J Q •I RIDGE A I I _ I 1 MULTI i 3/4" BEAMS ROOF �• j I I 1 1 EXIST. I IWINDOWI II BEDROOM i COST. KITCHEN I L--- J I, I I I -9 O REF, 2 PIECES D-a' 2 ROWS OF 16D NAILS O 72'O.0 Ei ST. I II w BUI T-IN EXIST. PANT. 2' I 2• _ 1-1 I---� Oz O ' IIx I /' I EXIST. EXIST. 7 3 RECES 0-4- 2 ROWS OF 1/Y DIAM BOLTS O 12-O.0 9 k-h-1 I IIBUILT-I 12 w EXIST. i LL DN -o't _ BATH -= __._....._.__.._ .......... D y �TAIR j EXIST. Z ^ Q ALL WINDOWS ARE TO BE LIVING ROOM b.9 ANDERSEN 400 SERIES i EXIST. 0 TW W/ APPLIED GRILLES EXIST. INSIDE AND OUTSIDE W w (OWNER TO VERIFY W/ BEDROOM s X i iExlsT SMOKE DETECTO,9 RED WED CONTRACTOR/BUILDER) i C.O. + z 'C x 1. EXTERIOR WALLS SHALL BE 2X6 EXIST. BARNSTABLE BUILDING �iEPT. CA7 ®16 O.C. UNLESS OTHERWISE NOTED- 2. AL}.INTERIOR WALLS SHALL BE 2X4 �-t T ®76 O.C. UNLESS OTHERWISE NOTED. EXIST. EXIST FIRE DEPAR I IUItiV I RbCONTRACTOR GHH OPE OPENINGS IRORVTO�ORDER G WINDOWS.ALL Ur,I E �a 71 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS r BOTH SIGNATURES ARE RE-OWRED FOR PEf iii 3TiN PRIOR TO CONSTRUCTION. CONTRACTOR - ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO - (� THE ATTENTION OF THE DESIGNER. 0: .--, IXI�T2•BING O a N m NEW FIRST FLOOR PLAN LEGEND SCALE O EXISTING WALL CONSTRUCTION TO REMAIN l I4'-'I' 0' NEW WALL CONSTRUCTION EXISTING.WALL CONSTRUCTION TO BE REMOVED DWG.NO— SMOKE DETECTOR 0 THIS ADDITION IS DESIGNED IN ACCORDANCE WITH THE CARBON MONOXIDE DETECTOR MASSACHUSETTS STATE BUILDING CODE 8th EDITION. THIS INCLUDES THE WIND LOAD FOR EXPOSURE B AND 110 mph. 20 z 44'-3' �3 EXIST. BUILDING N z p ° 8'-8" 14'-0' 21'-7' ui di p QN NEW ADDITION 0 w w w V O w Z IiJ REV.NO. e'-o 4'-10' —2 DATE BOLLTS PLATE WASHER ANCHOR NEW 12'DIAM. SONOTUBE ANCH f DROA TOP OF FND WA 1 I DECK ABOVE 8' CONCRETE 3UNE OF NEW 8_- AT NEW DOOR =�;J OUNDATION WALLS7 I I I I NEW 10' x 20" I I �� _-NEW'-32'x32x10' CONC. FOOTINGS - I! CONC. FOOTINGS o (KEYED) I4 1'L --I 1 I z Z(� F 1 .-_....._.1 I o iv a 1 I NEW 2x8 JOISTS ®12`o c I 1 ✓ mj oo '�+ W. w 1 .a &PIN NEW FOUNDATION 3 (/j- N Z _ TO EX15T. FOUNDATION WALL j w o i i NEW FULL TOP &BOTTOM -_ Z Z U M exist, Ducar.; NEw wINDI 1 BASEMENT I NEW WIND. m r._ shwr. •WELL" I 1 �' 4' P.C. SLAB I 'WELL" r.4 j ON VAPOR BARRIER 'I L A'4 ojf 00 NEW I I� QLf3 lf3 S_BEA 1 1 NEW 'NEW (FLUSH FRAMED, EXIST. C.M.U. c 9—2 • o FOUNDATION WALLSi. O �o EWE 'CUT-OUT RILL&PIN NEW FOUNDATION ' 1a TO EXIST. FOUNDATION WALL ® i TOP&BOTTOM *o N EXIST. FULL N BASEMENT s Im f y� N x •� 1�--1 z A.C. EXIST- C _—_ -�'-----"�' a-------- FOUNDATION WALLS F.�w � T EXIST_ BEAM J EXIST. BEAM \ w RN _O 6 � V *= U ® D EXIST. FULL Z BASEMENT w EXIST. FULL BASEMENT w �• FOUNDATION NOTES: W �D:dO 1.GARAGE AND OTHER FILLED FOUNDATIONS: 8 POURED CONCRETE WALL ^4 REST FOUNDATION ON 20'X10'STRIP FOOTING- - EXIST. - J KEYWAY IN STRIP FOOTING. BOLTS®48" O.C. MAX. MIN 7'EMBEDMENT w/3'x3"xt/4•PLATE WASHER 2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2-CONCRETE FILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6 x6-x5/8'.CAP PLATE &7'x12'x3/4'.BASE PLATE W/2 03/4' DIA.BOLTS.WELD ALL CONNECTIONS A5 Z C FOOTINGS TO BE 36•x36'x12'SQUARE CONCRETE W/3#5 BARS EACH WAY. ,t- 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. EXIST. BUILDING R: .�- Q N ' 4.CONCRETE SLAB TO BE 4•POURED CONC. ON COMPACTED FILL CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. RIRNBEODORE j"n°" ASEQUIREDY CONTRACTOR TO BASEMENT VENTILATION SCALE:.: 6- CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN A -n 4'-0"MINIMUM:COVER. -0 I�Y"- I� " 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TAP. N E W BASEMENT FLOOR PLAN - DWG.DRAWINGSNO .: 8. SEE STRUCTURAL DRAWINGS FOR IOCAT10N5 OF ALL STRUCTURAL COLUMNS- 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INCORRECT ORQUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. ' A2 NoU 0;77 V- N 2190 _ � 1,7at w NNEW �uJ N z I.m O ASPHALT ROOF SHINGLE / \ ASPHALT ROOF SHINGLE ,O U w o NEW 7 8 RAKE 0 d O'U Zr o BOARDS a DRIP O w z-= (MATCH EXIST.) T) z AD¢r-U _ -- -- REV. NO.: �T. al EX15 IW ND. r ---\ EXIST. DATE : T_O,_P _ .. .... .. .... .. .. �.. duo z Q ...... ..... __ ST .. _ FIRST FLOOR --�_ - Z Z CC1_ EXIST. C.M.U. - - I. _ '. i' _. .. FOUNDATION WALLS w .0 N I _—�T— FOUNDATION WALLS - - - - ' r - I I.. t ND. I_:_. D.4 _ Q U C�.. .'. _.. .1 _ d - OD 00 od i I i I II II 54 46� Z ' RDECKEING I I _ _ 11 � Q.. �� O MP.T. DECK '. TO 6X6 P.T. POSTS IL-------------.----_1__-_ NEW I I I I I If MNLY SONG " W ND.(MATCH EXIST.) WELL" ' o REAR ELEVATION w SCALE: 1 /4"= V-0" Q Z CONTINUOUS RIDGE VENT �Oj1 / ❑ \/ NEW ASPHALT ROOF SHINGLE ` x _ EXIST lX8 FACIA 0 0-0 EXIST. �/. _ ..... _ ..LATE— .. ALUM. GUTTER � -.. _. .. ® ® _........._.. = n•d � _ ..- EXIIST. ._ . - (T 5 CORNER BI RDS. MATCH pSy EXIST.) i I G .._ :® ®.. .. ..: :.: ._ ._.. .. .. ... .. NEW SIDING �.0 f ._ ( EXIST.) EwsT. M FIRST F100R _ _ _. _ .__ _ : U.�T .77 LL 5/4x6 'AZEK'DECKING _� Ems., . ON I I I P.T. DECK FRAME r O POSTS I I I I 1 1 I 0. CV. Q M .! - I SCALE: I I I I I I I itJ L------------------J L----------------------L r _________ _ r �F-----------------r11r-------------------- 1/4' R-0 L--J L__J L__J RIGHT 1SIDE ELEVATION DWG.NO- SCALE: 1/4"= 1'-0" A3 0 uc Z()k Z' OUS RIDGE VENT _ .Q 3 u�ob CONTINUOUS_ cZ�pZ o U 4 � � r NEW EXIST.('. i_ -- -_._.� a z o p ` ASPHALT ROOF SHINGLEoil EXIS C1- rm¢ _U iX8 FACIA// -- Z ~ i„ SOFFIT/FREIZE - - SOFF VENTS REV. NO.: ALUM GUTTER _ T_O`EXIST- DATE : F;. 4_ --- —;_ a X6/lX5 CORNER BRDS i T(71 IMAEXIST.) .... ..... .. - ^ NEW .. .. .: __ FIRST FLOOR ul U MATIANL SLOWS '. ____._. _-_ ..._ _ _._ __ _.:.._ __. _._.. ^,•,• z go. {.(MATCH INCH W V N I I Z, ! I oo� U Q 00 I ! - - -------------------- i L --------------------------------------------- - I I I I Jl 1 GL-I NEW ROOF CONST. Q ?. - 2 x 10 ROOF RAFTERS ®16" o.c. CONTINUOUS RIDGE VENT - 1/2" CDX PLYWOOD ROOF SHEATHING77 rC - ASPHALT ROOF SHINGLES ti --- — -- — — - 15LB. FELT PAPER - SPRAY INSULATION NW NEW OR EQUAL Q ►-r ASPHALT ROOF SHINGLE- - \ ASPHALT ROOF SHINGLE - 2x12'• RIDGE BOARD O 'Z NEW 12 5 _ __-- --- ATTIC \�10 W U EXIST. z -- _ - --------.�. 1�Lr - -_- _ _ r . -._.. 1/2' GYP. BD_ON.._.. 1 x 3 STRAPPING ®16 o.c. j t = NEW WALL CONST. 0f�r++! _ - 2x4 STUDS 016' o.c. �_ x NEW - 1/2" PLYWOOD SHEATHING a w'r MU�RDOM Wwo. - _ - SPRAY FOAM INSULATION (R=20) I L�1 �•/ 1/2- EXIST. SIDING GYP. BD. co a TYVEKH ^ -- _ ..2x10 PT LEDGER_W/1/2 - I� 3 4 T&G PLYWOOD _ _ EXIST. k-.A DIA. LAG BOLTS®12 o c / - _ _ - -—- �' --' STAGGERED TOP&BOTTON- SUBFLOOR- GLUED & NAILED _ - . _ - - FLOOR JOISTs®1 _ - -NEW 2x8 2" o.c. .`• _ I t/2" GYP. BD. ON -—- -—- - -�'- it ._ t _... _ .._ 1 x 3 STRAPPING 0 16" o.c. FOUNDATION WALLS '� O P EXIST. TION �. EXIST. C.M.U. 1 - I : FOUNDATION WALLS _ 1 •"' - .. y i_ NEW FULL - a.. _� ._ BASEMENT — — — i<EiM— — o.Nwnu r--� GRADE.VARIES ., ¢ t I (FIELD VERIFY) 1 I WX6 "AZEK 'DECKING - _ h 4" CONC_ SLAB t I z 1 ONN P.T.DECK FRAME - - 9O TO 6X6 P.T. POSTS ON VAPOR BARRIER - I, 1 OO r `-r- - - - GRADE VARIES L--, NEW 8' CONCRETE 9 NEW WIND. (FIELD VERIFY) ..a.�.N 0' M FOUNDATION WALLS i .> "WELL" .- - '- NEW 10" x 20" SCALE.: CONC. FOOTINGS (KEYED) 1/4".•=. 1.-0" DWG.N0- A NEW SECTION @ NEW MUDROOM A4 A4 NEW ROOF CONST. Z =' CONTINUOUS RIDGE VENT opZ, :w -- — 12 NEW -- - - �10 NEW 44 O a w ASPi1ALT ROOF SHINGLE U. ASPHALT ROOF SHINGLE ntll K�.O g .� NEW WALL CONST. Z ~F-H " NEW REV. NO.: ATTIC DATE : _ ��� EXIST. t, i 2x10 CEILING JOTS 16' O.C. _ T.O- -— .. .. -- .__.. .. _r. _. . ...... .. ,..a/2"GYP,BD..ON..._ - -----•-- 1 x 3 STRAPPING 0 16' o.c. "- NEW I MUDROOM f ZQ y � a r NEW ...: _. JOISrs o.c. I � . R ®12' FlRST F jL% Z .-. : ------------- • - •j EXIST. C.M.U. - -7 ^' \I FOUNDATION WALLS M EXIST. c.M.u. j NEW FULL . z FOUNDATION WALLS ; BASEMENT 00 .,.:. -....1 ....... -. .._. ..._...... II .. .. NEWr otj O oo s I GRADE VARIES - 1I (FlELD VERIFY) 4" CONC. SLAB - - 1I a ON VAPOR BARRIER i t EW ---------------- — ---- — _ GRADE VARIES L__J (FIELD VERIFY) EW WIND. O EW 12'DIAM. SONOTUBE "WELL" NEW GRADE VARIES r_ :I (FIELD VERIFYFY F.Ly B NEW SECTION @ NEW MU )ROOM STAIRS ►-- A5 Q z EXIST. ROOF CONST. -Z POST T W" RIDGE NEW ROOF CONST. W QI — 2 x 10 ROOF RAFTERS 0 16" o.c. — 1/2" CDX PLYWOOD ROOF SHEATHING i , I C j , J — ASPHALT ROOF SHINGLES � �� 15LB. FELT PAPER W SPRAY INSULATION EXIST. OR EOUAL ATTIC �I j I I 4� I; ii ij �I j i I — 202" RIDGE BOARD O ►--+ 2.10 CEILING JOISTS 16-O.C. / i U •t — s ;., - 1 i 3/x sGYP. BD. I ON0 16' o.c NEW WALL CONST. EXIST. — 2 x 4 STUDS ® 16" o.c. 1 LIVING ROOM 1 — 1/2- PLYWOOD SHEATHING j — SPRAY FOAM INSULATION (R=20) O _ 1/2` GIP. BD. coo .�.�. MATCH EXIST. SIDING rT, 00 NEW — TYVEK zxB FLOOR JOISrs 012• O.C. %AST. F100R JOI s I EXIST. FLOOR JOIST s , 3) 2x8's' BEAM ----- i EXIST. FULL j BASEMEN BASEMEN NEW FULL BASEMENT B75' ---- F Q N BASEMENT ' 0. cat. Im cd GRADE VARIES r (FIELD VERIFY) 4' CONIC. SLAB F— I I SCALE:: I I ON VAPOR BARRIER ,I I I BELOW GRADEALLS IM Vwo" J. 32'x32"z10" DP.J CoNc. FOOTING, TYP. NEW 10'x 21. C CONIC- FOOTINGS NEW SECTION @ NEW M U D R O O M STAIRS (KEYED) 12 A 5 A9 5 �. s W = sue 44'-3 n appc w EXIST.BUILDINGIn „y O N 14'-0" 21'-7' 8 a , W NEW ADDITION n I "' cgQ-o'SZ www nw 'L �z ���m6F0 AF REV. NO.: NEW 2x8 BLOCKS DATE : ®1'-6' o.c. _ FIRST TWO BAYS 8-1 12'-0` NEW DECK EW 12"DIAM.SONOTUBE ....,:-_:. N L,. ..- SOLID BLOCKI— NG i•— .. ®MID-SPAN�(.7_ B m _ I z o _ _ .. IF_ m L-- .6 z UM �- ! >; Vao ®MID-SPAN 0 i E Z T I llff�� oo y NJw ! Q O 4 Z Q [Y1 A 4 2x8's 3 a a -L--- ¢ ��'••CJ O OP � 5 v, A z ! Z ,�— �1 H V Q�o i'T- _ - - FhUSN FRAMED _J n 10 cn 10 3) 2x8"s BEAM EXIST.C.M.U. c t o FOUNDATION WALLS '. O ® V O 12 if S EXIST. FULL o m BASEMENT lV N X W `yJ� N — z El of '----- .. --------- EXIST. C.M.U. �_—_—_—_ FOUNDATION WALLS N in EXIST. BEAM �- EXIST. BEAM--- 6 Q r d V � � l b_ �Wf U D EXIST. FULL 12 BASEMENT o r EXIST. FULL W BASEMEN00 T �. 1 I EXIST. BUILDING CV 0. N A M. ?, NEW FLOOR FRAMING /4 -0" DWG. NO.: AG r I z, z �o Ri c 44'-O"t �� o EXIST. BUILDING 'a.7d DIN In I in IC 8•-8" 14•-0" 21•-7" i,o'QS��.'u�in NEW GABLE ROOF ` ui �wZ zl �ma °u 3 h5 3 REV.NO.: A7 T-0. r-o' A7 —SiMPSON DATE : NEW 2x10 BLOCKS ® CBQ44 7 GA.x3 ®3•-0" o.c. - FIRST TWO BAYS `N / 11 � I . I f O11 q �• I o Z Q 8 C J oo \ �• J. Z SIMPSON STRONG- TIE CB a1 v� rx I I SCALE: N.T.S. Z W "�"�•" r•.••u NI �••'? t Q °C O °° i t ? Z NEW POST I - od U Q�O 4'x4' TO RIDGEjIn *9 Q o. b ji , Q -' - - : EXIST RIDGE160ARD EXIST RIDGE BOARD I - -__..---.---- - - - - - - .° W t�_ - _. ... _ i ~ 4U1 r' U ►�� Vl *Z ti Q W F RAFTER 016" O.C. d ................ , 00 f: ' co H2.5 ® EA. RAFTER ` O - - z .� O. �51.0 TOP PLATE -j; EWr O o �. 3 -Ot EXIST. BUILDING ROOF FRAMING PLAN SCALE: 1/4 = 1'-0' NOTE:ALL NEW ROOF RAFTERS TO BE 2 x 10's ® 16" o.c. UNLESS IMPSON STRONG-TIE M2.5 DWG.`NO.: OTHERWISE NOTED SCALE N.T.S. A7 1 >v �S��a z ASPHALT ROOF SHINGLES MATCH EXISTING 1/2" COX SHEATHING - 'TYVEK' HOUSEWRAP I ���f10 R48 BATT INSUL 1/2" COX PLYWOOD 2z4 0 16" O.C. 1/2' GWB w/SKIM COAT PLASTER ZI ~3 ON 1. STRAPPING 0 16" O.C. REV.NO. WIND WASH BLOCKS BATE INSUL(OR EQUAL) (OR EQUAL) I�' DATE : TE :A 1 6 MIL POLY VAPOR BARRIER ICE AND WATER BARRIER MEMBRANE CARRY UP 3'-0" FROM EAVE - ' 1'/2' G.W.B. AL. DRIP EDGE 4/ OVER ICE & WATER BARRIER /. i; 3/4- T&G PLYWD. SUBFLOOR J I GLUE & NAIL TO JOISTS ALUMIN. GUTTER SIDING SEE ELEVATION Q RIM JOIST OR DBL. PERIMETER ---' - SOFFITT VENT ...- .. ::. zzco Ix TRIM V Q wc' 2x8 FLOOR JOISTS®It o.c. (/1�. ACV SIDING 2x6 P.T. SILL TYP. WALL j z = I SILL SEALER # _ a0 5/8" ANCHOR BOLTS®36"O.C. - o2S O 00 ¢00 MIN. 7' EMBEDMENT w/3"x3'xi/4' PLATE WASHER {n Yl ' 4 TYPICAL EAVE DETAIL FILL & TAMP 5 OUT FOR ' FT. SLOPE: PROVIDE SCALE 1-1/2" = 1'-0" 12" BED OF I* STONE If d WHERE NO GUTTERS DAMPROOFING c 4 - - . 4'xa" P.T. POST !� O CONTINUOUS - ( ICAL WALL TYPICAL SILL DETAIL W��-Q SCALE 1-1/2" = 1'-0" W rr�r��+ \ ryr I:_ w ALUMINUM FLASHING RIDGE VENT ROLL VENT 0-0 Fes+ THRU BOLTS LEDGER RIDGE BOARD i� W (STRUCTURAL SIZES /1 DBL. 2x8 P.T. MAY VARY) -CARRYING BEAM NOTCH 4x4 POSTS VERIFY JOISTS SIZE & &THRU BOLT BEAM SPACING ON FRAMING PLAN (RECESS BOLTS) METALO 'FRAMING HANGER 15#FELT PAPER I I _ 5/8' COX PLYWOOD - w 00 I la RAFTER VENT ��. 6'x6' P.T. POST 11. WHERE INSUL NOTCHED OUT FOR u. .a CARRYING BEAM 11_ _'a R-38 INSUL - - o & BOLTED SIMPSON C8044 a(` 200 RAFTERS e POST BASE z •+'-O (TYPICAL) 'e "b t—FOOTING O 0 .--� EXTEND FINISHED PLAN ;. ' N A M AL—BELOW FlNISHED GRADE �'� ( ) a aOUNDAl10N WALL SCALE : o a d 'p 7 TYPICAL RIDGE VENT DETAIL 1/4"= 1'-0" SCALE 1-1/2" _ ,•-0" DWG.:NO TYPICAL DECK ® SILL. DETAIL BIT. JT. FILLER, 1 Z - TOP OFF W/FLEXIBLE 1 Q JOINT SEALANT BEAM & STRAP pQ U z�Fii+ 6vU�QQQ$� O ' WWF 6%6 6/6, TOP 1/3 ' LSTA ® EA. RAFTER OF SLAB 21" w, END o 4" CONC. SLAB DISTANCE � o � ���8.� o (n cl .N 6" COMPACTED o oI F r m F,. DO NOT BACXFILL WALL Flu' 2)16d COMMON UNTIL CONCRETE HAS NAILS 6" O.C. o ATTAINED 7 DAY STRENGTH' n�T oo�f L o SIMPSON REV.NO.:2 AND BOTH TOP &BOTTOM :a .. s'e " /� RIDGE BEAM a PHD (14 GA.) DATE: OF WALL ARE PROPERLY p SERCURED. .,;`:•:", a.'. ";: NOTE: 3/1/2016 I I—III—I l RIDGE STRAPS ARE NOT REQUIRED o 0 I—III—II WHEN COLLAR TIES OF NOMINAL ix6 _ _ `° OR 2.4 LUMBER ARE LOCATED IN THE III—III—I a I UPPER THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS USING 5)10d NAILS EACH END OPTIONAL .CORNER STUD HOLD DOWN z CARRY DAMPROOFING III=III—I- s. —_—_— — SIMPSON STRONG—TIE LSTA SCALE: N.T.S. 4 OVER TOP OF . . :` ° I I I—I I I-1 I f=I I I-i 1=I I 8 -�G) FOOTING _ SCALE: N.T.S. V. 111= 11=I a ! : I—III=111=1 I I—I 11=1 I rl 2%4 KEYWAY — - _ z co _—III I I-1j1 ti. .. b. 111 III—III—{I I—I WE;o x N Rir 1w X0— HII=1II=1 mI I=III x Q`¢coI!I-1 I —I 11=I ¢ o+;�.00 I11I—I I-111911—I I=III=11I=1I1=III-1I1=I col ti \\ Lo DBL TOP PLATE Q ►� I—III—I I ill—i I I—I I III=1 I=1 I C—1 i l—III=1 I �'�' '� I I�=III=I [=I 11=111=1 i=1 I I 111-111=11I=III=1 ,,N'`; zx STUDS 016" O.C. I I I 3/4" PLYWOOD SUBFLOOR 1 2 NBASE. SLAB & FOOTING t I o�SCALE 1-1/2" = 1'-0" off\ BTM PLATE `\ }RIM JOIST c 2x6 DBL TOP PLATE I r _ O AT'grid STORY ��'7-•, SIMPSON SP4(20 GA.) I I I LOCATIONS 1 DBL TOP PLATE. .. OI I 2x STUDS 016" O.C. I HEADER BTM PLATE FULL HGT. STUD HDR UPLIFT STRAP ACK STUD I REFER TO TABLE 9 SIMPSON PHD (14 GA.) WINDOW SILL PLATE _ ' RIM JOIST . i 2/5/8"ANCHOR BOLTS w 3x3".PLATE WASHERS II LOOR JOISTS II mob` °: W SILL'PLATE 12 GA. ANCHORS TYP. - a• I I \` 1/2" CDX SHEATHING SILL PLATE TO RIM JOIST ! �, �O N SEE NAILING SCHEDULE jl . ° II. GL N:.( .CM 5/8" ANCHOR BOLTS ® 36- O.C. - MIN. 7" EMBEDMENT SCAU OSTUDS & HEADERS W/3"x3"x1/4' PLATE WASHER lf4'= <�-0 SCALE: N.T.S 1 1 SILL TO PLATE w/ SHEATHING DWG:NO.: FRAMING TIE DOWN DETAILS SCALE: N.T.S. 110 MPH WIND ZONE REQUIREMENT FOR 780 CMR 8th EDITION MA. STATE BUILDING CODE A9_ ti 0_ LU an Lu CO C I