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0045 JOHNNY CAKE ROAD
��'p' t ..y F"�Ya .s j'�/.j}.i�t,�..� i,+� .� ��"y+ �e a r r YsY�k •. ''. , +�► o i��w �V-_rv,� r+ m' s� �tn,lt: � f5� :} �' t, ' Y �.r.°p� + ,�.r, 6.:•,'Tr� �i,y"S� � ..n �i�inw+. sK� tl�kri*'� „, ,-.. S - ;�x�i4e , �,.�i'Ft �'.rr' , . .r ���=3 if :�s�t= + 'r��q •{��; i R 7fl.�+'1 * 5,�'"'", a`. '�� , +`.r Cil S5 ;/S + 4ve>•�s �h p}' y:_'+ a .4�' t¢�,« v p ' j ,m �, p o 0 _ l , a r r e , v i Y � �I , , 0 , • d N r u 4. , k e _ n a ' „ G �'. P .' �e .;.. .. 4 .t'g.z ..a� .. C•'�--. 63t ��sn ,�y„ t t a ,2;. a,....,a..•a...E� ^i: '.,4� ..{ `1•-n LS ..ski.,$i"•- .+� ap'?�%i` �15' G 4 '�♦ J �oYtHET�y Town of Barnstable swaxsrws�.E Building Department-200 Main Street rcwssi a 9 1639. �00 Hyannis, MA 02601 x $ATEOMAY°i Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-372 CO Issue Date: 10/24/2018 Parcel ID: 21-0-026 Zoning Classification: RD-1 Location: 45 JOHNNY CAKE ROAD, CENTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: STEVEN L. MELLOR Permit Type: Residential - Single Family Type of Construction: Design Occupant Load: 0 Comments: THREE BEDROOM DWELLING WITH UNFINISHED BASEMENT. Building Official Date: .. A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Town of Barnstable ` - Building BnaNBrwewz Post This at it is Visible From the Sti eet 'Approved Plans Must beRetained on Job and this Card-Must be'KeptPosted: ' �f Until Final Inspection Has Been Made. ; Where;a Certificate of:C+ccupancy is Required;such Building shall Not:be Occupied until a Final Inspection has been made. Permit Permit No. B-18-372 Applicant Name: STEVEN L.MELLOR Approvals Date Issued: 02/27/2018 Current Use: Structure 'Pr �qtl Foundation: { • Permit Type: Building-New Construction-Rebuild After Expiration Date: 08/27/2018 � Y" Teardown Map/Lot: 230-026 Zoning District: RD-1 Sheathing: p y Location: 45 JOHNNY CAKE ROAD,CENTERVILLE Contractor Name: STEVEN L. MELLOR Framing: oK �g�lus,� s Owner on Record: MCSPIRITT,ANDREW J&BONNIE J TRS Contractor License: CS-049879 2 Address: 215 HIGH RANGE ROAD Est:Project Cost: $340,000.00 Chimney: LONDONDERRY,NH 03053 Permit Fee: $1,859.00 Description: rebuild new 3 bedroom cape approximately 1900 Sq ft. Insulation: Fee Paid: $1,859.00 Project Review Req: Contingent upon Compliance w/Special Permit No.2018-006 :Date:. 2/27/2018 Final: 0 0 2Y �,A_ '"""'lr'w Plumbing/Gas Rough Plumbing:G/�—S ? Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning.by,4aws'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'ppblic inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are.provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough:C�i� 1.Foundation or Footing / 2.Sheathing Inspection Final: —tc::-, 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 3 af2 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 Del rtmet Building plans are to be available on site Final: ,V'iiC DM,^ All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �t � ' ►.� Town of Barnstable Building .p .�r*'�y:4?! +"Y :r "'."'.R`°°�'y�`;'?'•�'�, *,."'wCa"�".`:."�i4. ?.a,...-... :x-..,,�^.y,!ro,„; .aim�h,i ^::s t„r yW.«wro�«J..^.w iw,,..., � ,.. h� q�".^w"�k. k ,,� * 'x.� .!a"�u•.Mro ""'s�.win:..... swnxsrnsce. , Postfed This Card So�That�t is Visible Fromahe Street Approved Plans'Must be Retained onJob and this;;Card Must be Kept ' �' s 't6l rPos Until Final Inspection Has Been Made ;; , y '; ,_ a G34 �0 F r t z t w Permit " �WFire a Certificate'�of Occupancy�s Required,such.Building.sh�all�N�ot be�Qccupied urit�l a FinaLlnspection has,6TMeen made , Permit No. 113718-372 Applicant Name: STEVEN L. MELLOR Approvals Date Issued: 02/27/2018 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: = 08/27/2018 Foundation: Teardown Map/Lot: 210-026 Zoning District: RD-1 Sheathing:®t17,(8)eiCc — Location: 45 JOHNNY CAKE ROAD,CENTERVILLE ' Contractor Name ' STEVEN L. MELLOR Framing: Owner on Record: MCSPIRITT,ANDREW 1& BONNIE J TRS Contractor License CS-049879 2 Address: 215 HIGH RANGE ROAD Est Project Cost: $340,000.00 Chimney: LONDONDERRY, NH 03053 = } Perrh 'Feb: $1,859.00 Description: rebuild new 3 bedroom cape approximately 1900 Sq FeePaid: $ 1,859.00 Insulation: Date 2/27/2018 Final:. -2 Project Review Req: Contingent upon Compliance w/Special Permit No 2018 006 "• f • .� ' � �. � inn / Plumbing/Gas ( Rough Plumbing: IX Building Official Final Plumbing: This permitshall be deemed abandoned and invalid unless the work authorised by this permit is commenced within'six-mi:6 hs afterFssuance. 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 a d codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for.publi6inspection for the entire duration of the work until the completion of the same. �= i Electrical The Certificate of Occupancy will not be issued until all applicable signatures by theBbilding and Fire Officials are provided on thisspermit. Service: Minimum of Five Call Inspections Required for All Construction Work 1:Foundation or Footing _ b Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&_Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building Lse »q�,.*;ap�np,rdpproved PlansMus*"1659.. ♦ Certificate of 0ccupancysis Rem quired,such BuRildingshall.Not be Occupied until a.F�nal Inspection has been made ` Permit Permit No. B-18-371 Applicant Name: STEVEN,L. MELLOR Approvals Date Issued: 02/27/2018 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 08/27/2018 Foundation: Location: 45'JOHNNY,CAKE ROAD,,CENTERVILLE Map/Lot: 210 026 Zoning District: RD-1 Sheathing: Owner on Record: MCSPIRITT,ANDREW J&BONNIE TRS Contractor Name STEVEN L. MELLOR Framing: 1 Address: 215 HIGH RANGE ROAD Y Contractor License: CS-049879 2 LONDONDERRY, NH 03053 � Est. Project Cost: $10,000.00 Chimney: Description: demo existing 3 bedroom cape- i I Permit Fee: $125.00 „ 'Insulation: Project Review Req: Contingent upon Compliance w/Special Permit No..2018-006 Fee Paid: $ 125.00 . Final: Date 2/27/2018 Plumbing/Gas , t rW, Rough Plumbing: .., 4N.Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six rriontfis after,ssuance. 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. . Final Gas: All construction,alterations and changes of use of any building and structures shall,be in compliance with the local zoning by-laws.•<and codes. gl This.permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy.will not be issued until all applicable signatures;by the Building a`nd Fire Officials ar'e provided on this permit. Service: Minimum of Five CallInspections Required forAll Construction Work: ; 1.Foundation or Footing , - Rough: b _ w», an 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: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation " 7.Final Inspection before Occupancy Low Voltage final: Health Where applicable,separate permits are required for Electrical,Plumbing,and rV echanical 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 Op THE t0� ,+ Application Number6 :/1....3.7..... - * BA STABLE, * Permit Fee........ .:..................Other Fee.......X�?,,5. 9 MASS. Total Fee Paid TOWN OF BARNSTABLE - p Permit Approval by.........Y7....................On.... �Z��.,�CJ 4 BUILDING PERMIT Map......, .���..�.�.................Parcel.,..............v........................ APPLICATION Section 1 — Owners Information and Project Location Project Address f\fi L Village �or• Owners Name Owners Legal Address City State lJ I Zip ® o Owners Cell# (,03 L190 q E-mail S Y►, q r i Ji qD F_ Section 2 - Structural Use Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet 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 I Other—Specify Section 4—Detail Cost of Proposed Construction 3c,5 p "Sq a e Footage of Project 'I C&9 0 ST04 ` 1 HOW Age of Structure ',x vt; 0 Dig Safe Number # Of Bedrooms Existing 90 :h WdT&?d gbfbi&rooms (proposed) 110 MPH Wind Zone Compliance MAVIS A C c ist WFCM Checklist Design Last updated: 11/7/2017 Section 5 - Work Description -� Section 6—Project Specifics Wiring ❑ Oil Tank Storage [ Smoke Detectors [O Plumbing 5 Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply R^Public ❑ Private Sewage Disposal ❑ Municipal PrOn Site Historic District [] Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: `Q� ,, �('nv, t�v,,,Ortn�amusing a crane ❑ Yes MNo Section 7-Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District V Proposed Use Lot Area Sq. Ft. c) Total Frontage��ercentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed '3 _ Rear Yard Required 1 c7 _ Proposed a-- Side Yard Required_ 9 Proposed -� Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/7/2017 x REScheck Software Version 4.6.3 Compliance Certificate ProjectZZ Energy Code: 2015 IECC 011 av Location: Groton, Massachusetts Construction Type: Single-family - y 3 Project Type: New Construction Orientation: Unspecified ,� � •� Conditioned Floor Area: 1,840 ft2 v rr Glazing Area 16% Climate Zone: 5 (6339 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 45 Johnny Cake Rd Andrew&Bonnie McSpiritt Maureen Giattino r . Barnstable, MA 544B Mammoth Rd Giattino Design Londonderry,NH 312 Chicopee Row Groton,MA 01450 Maureen@GiattinoDesign,com Compliance: 4.0%Better Than Code Maximum UA: 252 Your UA: 241 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Floor 1:All-Wood JoistfTruss:Over Unconditioned Space 1,008 30.0 0.0 0.033 33 . Ceiling 1: Fiat Ceiling or Scissor Truss 720 49.0 0.0 0.026 19 Ceiling 2:Cathedral Ceiling 414 30.0 0.0 0.034 14 Wall 1:Wood Frame, 16"D.C. 348 21.0 0.0 0.057 15 Orientation: Front ' Window 1:Wood Frame:Double Pane with;Low-E 61 . 0.300 18 Orientation: Front w Comment: DH Door 4:Solid 20 0.300, 6 Orientation: Unspecified Wall 2:Wood Frame, 16"D.C. 423 21.0 0.0 0.057 20 Orientation: Right side ' Window 2:Wood Frame:Double Pane with Low-E 77 0.300 23 Orientation: Right side Comment:DH , Wall 3:Wood Frame, 16"o.c.. 613 21.0 0.0 0.057 28 Orientation: Back Y Window 3:Wood Frame:Double Pane with Low-E 74 0,300' 22 Orientation: Back Comment:DH s Project Title: Report date: 02/01/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\McSpiritt.rck Page 1 of10 ENE= Door 5: Glass 40 0.300 12 Orientation: Unspecified Comment:FD Wall 4:Wood Frame, 16"o.c. 423 21.0 0.0 0.057 22 Orientation: Left side Window 4:Wood Frame:Double Pane with Low-E 29 0,300 9 Orientation: Left side - Comment:DH 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 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date - Project Title:- Report date: 02/01/18 Data filename: C:\Users\Maureen C.Giattino\Documents\Energy Reports& Insulation\McSpiritt.rck Page 2 of10 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0%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• . " # Pre-Inspection/Plan ReviewP{ans Veifietl P�eld Ver�f�ed} Complies? Comments/Assumptions Value Value Wk 103.1, Construction drawings and G :u � 5• ❑Complies !Requirement will be met. 103.2 'documentation demonstrate ❑Does Not [PR111 energy code compliance for the ❑Not Observable ; r building envelope.Thermal Applicable f envelope represented on Not;-. .. < ; 'construction documents. n ; 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, ;documentation demonstrate ❑Dyes Not ° 403.7 !energy code compliance for ` "` �'° ; [PR3]1 lighting and mechanical systems ° []Not Observable ;Systems serving multiple r'g °� 4Not Applicable !dwelling units must demonstrate 4 .4 F compliance with the IECC 4 1 ;Commercial Provisions. 41, 302.1, 1 Heating and cooling equipment is: Heating: Heating: ;UComplies ;Requirement will be met. 403.7 ;. (sized per ACCA Manual S based Btu/hr 1 Btu/hr ;[]Does Not [PR2]2 ;ion loads calculated per ACCA I Cooling: Cooling: ' Manual j or other methods Btu/hr Btu/hr , Not Observable ; 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: Report date: 02/01/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\McSpiritt.rck Page 3 of10 F Section . "V� ". { # Foundatiominspection b •Complies?' Commenfs/Assumptions ._: y= & Req.ID 303.2.1 A protective covering is Installed to ;❑Complies :Requirement will be met. IF01112 protect exposed exterior insulation :❑Does Not 1and extends a minimum of 6 in.below grade. ;❑Not Observable; ' ❑Not Applicable 403.9 1 Snow-and ice-melting system controls;[]Complies ;Requirement will be met. IFO12J2 sinstalled. ❑Does Not ;❑Not Observable j ❑Not Applicable Additional Comments/Assumptions: ' ` � •' - ! , III 1 High Impact(Tier 1) '2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 02/O1/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\McSpiritt.rck Page 4 of10 Section Plans Verified Field Verified P. `� p # Framing/Rough-In.lnspection ,k. Com lies Comm nts/Assum tions &Req.ID Value r Value e _ ., . 402.1.1, ,'Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ; UDoes Not ;table for values. [FRI]' ❑Not Observable UNot Applicable 402.1.1, Glazing U-factor(area-weighted U- ; U- ;C]Complies ;see the Envelope Assemblies 402.3.1, :average). ODoes Not ;table for values. 4,02.3.3, 402.3.6, ;❑Not Observable_ 402.5 - UNot Applicable [FR2]1 303.1.3 1 U-factors of fenestration products w ) a ❑Complies ;Requirement will be met. . [FR4]' are determined in accordance ' with the NFRC test procedure or ❑Does Not 'taken from the default table. []Not Observable ; - :r ` ONot Applicable 402.4.1.1 ;Air barrier and thermal barrier �._ I.Ylt ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ' v ❑Does Not instructions. ,. ❑Not Observable >� ❑Not Applicable ; 402.4.3 Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]' .is listed and labeled as meeting - AAMA/WDMA/CSA 101/1.S.2/A440 ❑Does Not ;or has infiltration rates per NFRC . ,s ❑Not Observable' 400 that do not exceed code ' "'` ONot Applicable ;limits. a �;:� "', 4", 402 4 5 IC-rated recessed lighting fixtures ' x t ❑Com lies !Requirement will be met. `p [FR16]2 sealed at housing/interior finish ❑ and labeled to indicate<_2.0 cfm Does Not _. leakage at 75 Pa. tis :� ❑Not Observable � ONot Applicable 403.2.1 ;Supply and return ducts in attics �' ` '"r ".` pp Y ,� `' OComplies ;Requirement will be met. [FR12]' ;insulated >= R-8 where duct is ., f 4 k ❑ >= 3 inches in diameter and>_ Does Not F R-6 where<3 inches.Supply and °�: u r ": ❑Not Observable return ducts in other portions of ' ' ONot Applicable !the building insulated>=R-6 for �� . Idiameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. # 3 w 4-03 3.3.5 Building cavities are not used as y OCom lies :Requirement [FR15]3 'ducts or plenums. _ L7poes Not quirement will be meta µ yvy ONot Observable teat ''a ❑Not Applicable 403 4 HVAC piping conveying fluids ` R. ; R- ;❑Complies ;Requirement will be met. [FR17]2 % above 105 QF or,chilled fluids ;❑Does Not I below 55 QF are insulated to?R- ; 3, ; ;❑Not Observable UNot Applicable ' 403.4.1 ;Protection of insulation on HVACf.. t A'. ❑Complies ;Requirement will be met. - [FR24]1 ;piping. , �� � `,❑Does Not ONot Observable 7. ONot Applicable 403 5 3 Hot water pipes are insulated to 1 R R- ;OComplies ;Requirement will be met. [FRI8]2 F zR-3. ❑Does Not ❑Not Observable ` :ONot Applicable 4 11 6 -'Automatic or gravity dampers are h � �F ]Complies ;Requirement will be met. 4 [ER19]2 installed on all outdoor air _❑ Does Not intakes and exhausts. � � 4x z ❑Not Observable ❑Not Applicable " 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project title: Report date: 02/01/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\McSpiritt.rck Page 5 of10 r Additional Comments/Assumptions: ` 1 ' w ' n r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) `Project Title: Report date: 02/01/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\McSpiritt.rck Page 6 of10 1- , l I Section # s Plans Verified ; Field Verified # tnsulation,lnspection# .Complies Comments/Assumptwns & Re iD Value ' Value �tA 4• - 37 303.1 Z All installed insulation is labeled � ❑Complies Requirement will be met. [IN13] !or the installed R-values ❑Does Not provided. r I]Not Observable []Not Applicable j 402.1.1, "Floor insulation R-value. R- R- ;OComplies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood UDoes Not ;table for values. [INl]1 ❑ Steel ;❑ Steel ;ONot Observable :[]Not Applicable 303.2, ,Floor insulation installed per OCom lies ;Re 402.2.7 manufacturer's instructions and �A ' p quirement will be met. [IN2]1 ;in substantial contact with the "" . � '; € fMF4� ODoes Not' } underside of the subfloor,or floor nth" 'o ONot Observable ; :framing cavity insulation is in .. _ ❑Not Applicable 10- contact with the top side of ;sheathing,or continuous ;insulation is installed on the t iunderside of floor framing and F. Y. ., extends from the bottom to the ,- 4 :top of all perimeter floor framing ' ' ;members. �. � �. • .� �; '. �� 402.1.1, Wall insulation R-value.If this Is a: R- R- ;OComplies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1h of the (] Wood ❑ Wood UDoes Not table for values. 402.2.6 . :wall insulation on the wall [IN3]1 ;exterior,the exterior insulation Mass ;❑ Mass ![]Not Observable requirement applies(FR10). ❑ Steel [1 Steel ONot Applicable 303.2 ;Wall insulation is installed per " [IN4]1 manufacturer's instructions. OCompiies ;Requirement will be met. , ODoes Not ❑Not Observable [:]Not Applicable 5 3 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3' Low Impact(Tier:) Project Title: Report date: 02/01/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\McSpiritt.rck Page 7 of10 f s ,. Section � "-,: w .�. _ �,� � Plans Verified F�e1d Verified & Re 1D Final Inspection Provisions ` p Complies? Comments/Assumptions Value Value ..- 4• ; 402.1.1, .Ceiling insulation R-value. R- R- ;❑Complies` ;See the Envelope Assemblies 402.2.1, El Wood ;[] Wood ❑Does Not ;table for values. 402.2.2, 402.2.E ❑ ;❑ Steel ; Steel QNot Observable , [FI1]1 ❑Not Applicable 303.11.1,;Ceiling insulation installed per �. , � `; `r>;QComplies ;Requirement will be met. 303.2 :manufacturer's instructions. n t, ❑Does Not [FI211 Blown insulation marked every °° d 300 ftl- ❑Not Observable ❑Not Applicable 402.2.3, Vented attics with air permeable QComplies Requirement will be met. [F12212 , insulation include baffle adjacent 7 ' ❑Does Not Ito soffit and eave vents that extends over insulation. q ` ❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- F❑Complies ;Requirement will be met. [FI311 I insulation all-value of the ;QDoes Not adjacent assembly. iQNot Observable :❑Not Applicable 402.4.1.2 ,Blower door test @ 50 Pa.<=5 ACH 50= { ACH 50 = ;❑Complies :Requirement will be met. [FI1711 ach in Climate Zones 1-2,and ;QDoes Not <=3 ach In Climate Zones 3-8. j❑Not Observable ` UNot Applicable 403.2.3 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. [FI411 .cfm/100 ft2 across the system or ft? ft2 • :❑Does Not <=3 cfm/100 ft2 without air ;handier @ 25 Pa.For rough-in ;❑Not Observable ;tests,verification may need to !❑Not Applicable loccur during Framing Inspection. 403.3.2 :Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI2711 :determine air leakage with ft2 ft2 QDoes Not :either: Rough-in test:Total leakage measured with a ;❑Not Observable I pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including k ;the manufacturer's air handler " :enclosure if installed at time of :test. Postconstruction test:Total ; leakage measured with a pressure differential of 0.1 inch w.g.across the entire system :including the manufacturer's air I ; ;handler enclosure. I 9designated ❑Complies Requirement will be met. 403.3.2.1 Air handler leaka a [FI24]1 :by manufacturer at<=2%of ,, ❑Does Not design air flow. 1 h QNot Observable - 4 w.❑Not Applicable fA 403 1.1 Programmable thermostats t ❑Complies Requirement will be met. [FI912 installed for control of primary 't� ,�, ;'QDoes Not heating and cooling systems and 1 ; initially set by manufacturer to Not Observable code specifications. ❑Not Applicable 403 1 2 Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI1012 he at eat pumps. R`> • QDoes Not QNot Observable';ex 4 t ❑Not Applicable 4t)3 5 1 'Circulating service hot water g ,'' ❑Complies ;Requirement will be met. systems automatic or * [Fill]!, `yt h ` f " 1 vE 1 ❑Does Not accessible manual controls. k; ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/01/18 Data,filename:C:\Users\Maureen C. Giattino\Documents\Energy Reports& InsulationNeSpiritt.rck Page 8 of10 r - Section _. � 'ems # Final Inspection Provisions Pans Verified FreldVerifietl, Comptres? Comments/As§uinptionS Value - value & Req.ID r a 7= W . 403.6.1; All mechanical ventilation system 4 _' x ❑Complies Requirement will be met. [F12512 Mans not part of tested and listed .; w '^ ❑Does Not I HVAC equipment meet efficacyAL ; f ❑N ' = and air flow limits. at Observable, t ❑Not Applicable 403.2 I Hot water boilers supplying heatZ AV 4 ta ❑Complies I Requirement will be met. [FI26]2 ' through one-or two-pipe heating f ❑Does Not systems have outdoor setbacks il L ; []Not Observable ' icontrol to lower boiler water �,.,�F, � �� ,, ����-�� r�t4 �� ,�w , ; $temperature based on outdoor _❑Not Applicable ltemperature. 403.5.1.1 Heated water circulation systems ap .gF. ❑Complies ;Requirement will be met: [F128]2 have a circulation pump.The �. ❑Does Not 04 4system return pipe is a dedicated return pipe or a cold water supply ` ]Not Observable ; pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are _I not present.Controls for circulating hot water system : i pumps start the pump with signal jfor hot water demand within they w � k occupancy.Controls ' automatically turn off the pump 1when 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 ` `� A »�' ❑Complies :Requirement will be met. [F129]2 I comply with IEEE 515.1 or UL ❑ e + _ Does Not 1515.Controls automatically , � •. ; adjust the energy input to the Not Observable ; heat tracing to maintain the ❑Not Applicable desired water temperature in the r piping. . •'` ,°�. °. :... 403.5.2 Water distribution systems that fix. ❑Complies l Requirement will be met: [F[30]2have recirculation pumps that x .❑Does Not I pump water from a heated water , - supply pipe back to the heated ❑Not Observable -water source through a cold w ~ " ❑Not Applicable water supply pipe have a demand recirculation water system.Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1044F. � ; 403 5:4 Drain water heat recoveryunits � ❑Complies ;Requirement will be met. [FI3112 tested in accordance with CSA ❑Does Not 855.1. Potable water-side ' ° j pressure loss of drain water heats 4 nk,w ❑Not Observable [recovery units< 3 psi for 0.1 ❑Not Applicable units connected to one or two showers.Potable water- side pressure loss of drain water •., »� „ •.. F== heat recovery units< 2 psi for � � " �, individual units connected to 'k;; .a ya i three or more showers. ' 404.1 '75%of lamps in permanent ❑Complies :Exception,All lighting is [F1611 !fixtures or 75%of permanent ,f *1 ❑Does Not provided by low-voltage ;fixtures have high efficacy lamps I Does not apply to low-voltage s s ❑Not Observable systems. ;lighting. [Not Applicable +' 404 1 1 h Fuel gas fighting systems have ' _ + 4 h, ❑Complies !Requirement will be met. [F123]3 no continuous pilot light. ' ;: � • u, ❑goes Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/01/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\McSpiritt.rck Page 9 of10 P Section to °Plans Verified <Field Verified # Final Inspection Provisions Value,,, ValueComplies? Comments/Assumptions &Req.ID ` Y 4013 ;Compliance certificate posted. " % k [FI7]2 ❑Complies Requirement will be met. + , ❑Does Not 2141 []Not Observable .,�_,• , � _.:❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. fF118)3 a mechanical and water heating ` []Does Not systems have been provided. L4 ❑Not Observable []Not Applicable Additional Comments/Assumptions: r 1 High Impact(Tier 1) 1`2'�1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:, Report date: 62/01/18 Data filename: C:\Users\Maureen C.Giattino\Documents\Energy Reports& Insulation\McSpiritt.rck Page 10 of10 i 2015 DECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 ' Ceiling/Roof 49.00 Ductwork(unconditioned spaces): Window 0.30 ; Door 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments AC40 O® CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY) 06/29/2017 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 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 endorsements. PRODUCER CONTACT NAME: Mark Sylvia MARK SYLVIA INSURANCE AGENCY LLC PHONE 508)957-2125 FAA aC NO, ooREss, kn's@marksylviainsurance.com Iviainsurance.com 404 MAIN ST INSURE 5 AFFORDING COVERAGE NAIC# CENTERVILLE MA 02632 INSURERA: AIM MUTUAL INS CO 33758 INSURED INSURERS: STEVEN L MELLOR INSURERC: MELLOR BUILDING&REMODELING INSURERD: P O BOX 627 INSURER E: . CENTERVILLE MA 02632 INSURER F: COVERAGES CERTIFICATE NUMBER: 169563 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 SUB POLICY EFF POLICY EXP LTRPOLICY NUMBER LIMITS COMMERCIAL GENERALLL481LITY EACH OCCURRENCE $ CLAIMS-MADE 17 OCCUR DAMAGETO RENTED PREMISES, occurrence $ MED EXP(Anya Person) N/A PERSON"4VINJURY $ ► GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGG EGATE PRO- POLICY❑JECT LOC PRODUC -6, MP/OPAGG —n OTHER: C" AUTOMOBILE LIABILITY r EeMaBxitleMSIN LE LIMIT $ ANY AUTO BODILY INJUR (Per person)ALL ' AUTOS QED AUTOS in NIA" BODILY INJU (Per accident) —••'i NON-OWNED PROPERTY D AGE HIRED AUTOS AUTOS Per accident CA UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAO CLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X SEA LITEER AND EMPLOYERS'LIABILITY YIN ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 A OFFICERIMEMBEREXCLUDED? WA NIA NIA AWC40070355822017A 06/17/2017 06/17/2018 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 B yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 ' N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 1e1,Additional Remarks Schedule,may be attached it 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. 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/twd/workers-compensation/investigatons/. Sole proprietor has not elected coverage. CERTIFICATE BOLDER CANCELLATION J SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE r THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN. Town of Bamstable Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main St AUTHORIZED REPRESENTATIVE Hyannis MA 02601 CD--� C Daniel M.�y,CPCU,Vice President—Residual Market—WCRIBMA m 1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE F 26 L�: 8 a Massachusetts Department of Public Saf ety * = Board of Building Regulations and Standards License: CS-049879 Construction Supervisor ` 1SZOI t STEVEN L.MELLOR P.O.BOX 627 CENTERVILLE MA 02632 Expiration: Commissioner 06/22/2018 \ Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only Type Individual before the expiration date. If found return to: I Office of Consumer Affairs and Business Regulation R_ gistratlon I n s 10 Park Plaza-Suite 5170 t%� 4,� 11781Q 11/02/2018 Boston,MA 02116 Steven L.Mellor_ Steven Mellor 199 Percival Dr W Barnstable,MA,,02668 ..% Undersecretary Not valid without signature R I Sectio.p 9— Construction Supervisor Name � ,�,pr Telephone Number S 0�r -7? �j 7 4 Address 0 V)ox i4 City_ State h-j! Zip c- � License NumberCS A�9Y?'j License Type -IjExpiration Date a Contractors Email a—� Q_�, Cell # 0$ 3C �f " cn I understand.my responsibilities under the rules and regulations for Licensed Construction Supervisor in ac rdance with 780""y CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific i spections"aand co documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. 0- Signature V Date o I�QI Section 10 —Home Improvement Contractor Name S'fi tv Q,,. )nr-N 41 t;r Telephone Number b `�7(� L4-7 Address a7 City State-y'-V.)5 Zip 0-1 G3Y, Registration Number 1 Expiration Date kk 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 HIC... Signature �, �� Date_ '�L / T"T Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature e_v�r�, e`�Or Date Print Name Qtc u_ z2 , 1-r�c. l ar Telephone Number E-mail permit to: S o )-,, hr,eJ j or 03 Last updated: 11/7/2017 Section 12 —Department Sign-Offs 1 Health Department ❑ Zoning Board (if required) ❑ ,.t Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval. Section 13 — Owner's Authorization as Owner of the subject property hereby authorize to act on my behalf, in all matters relative td work authorized b this building permit application for: ! (Address of job) C&T Lff Signature of 0 dal Print Name t. Last updated: 11/7/2017 i Apeo Extruders,.. ln: c®. 180 National rd.Edison NL- 08817 _ Phone#732-287-3000-Fax#732=28741421 Specifications for various size constructioid film Material: High impact, Low Density Polyethylene . Size: Available in widths ranging from- 2 ft.-- 35 ft Available in all lengths. . Colors; Clear, black, fire retardant natural, white Gauge: Available gauges from-.001----.020 mil Certification: All Polyethylene she manufactured for use in agricultural, construction applications. Are manufactured to meet the minimum physical property requirements as required by, ASTVM standards; D43979 E154-88 with reference & including ASTM; C1.68, D8289 E849 E969 & E241. M.S.D.S. on our resins are available upon request. 61e:///CYM,u=,nm./-10..d,209gttmgsfGeneral/MY200oc menivMy%2oGcn=l•/20DOc nts/MIL-SpEC"s%20&%20FED%20STUI/Ab Mr/u20Me2WJ97/ASTM%20D%204397%20pg l.jyg Y bu SWndgwd y n RW .wPolyethylene Sheetingfor Construction, Industrial,, and Int Agri"I. . ral APPReatifflons' Of b i m un&Z the EU4 deVOiWOO D 4397,she UU bf i M flxY;93 i pis + rz rqA epo ,(e)Womto 40 editorw dumsc Ance the Im rOWWOO Ora t«It 2tp . F 98 "rest WOO& for 'of IFle4jble HatTier � ,.1 his `spWificatiola CO _ Y1ene tip �. � 4 (0.010 i . �� � % tlje , in d� for fllitt�r�, 0 , industTiW, and agriculturwapplitations. . -S 105 Sampling Pr^t. um, and 'Fables for ire- eat. L2 The valuesswed in S1 units we to be rMrded as the spe6on by Attributes", 1,3 The folt Precautionary stem'ont mains Only 3, Termwology tO the test MethQ4 Pofti0n, man :8 of _ ' tiav; 11 . } arttt an._I; st c 'sa€t1 1' to ct i i s , TW stance does riot. p rt to rsss all e e safety sPecifimtion is in affiance With'the definitions given in dare tax, if any. associated wath its use. it is the r pon.si=• 'rerminology D 881 t hility of the Usff of this standard to estaNkh ta��r� ire �,� ,� ica�s ��� rrrtc f �1`�to t his Sta and "h seety and haOth Matt es and determine the applicability of 12.1 nominal IeMh—thelenO of sheeting in any Yoh. r tdatorT lim tatrow 1 nor to mice, as smified on pna dvct label, invoj . a litezatu , aud as f the like. d- C r no s b le at trs ths' aeon. 3 L2 n oininal net weight—thezt of h In any h roil, as sue.fied on product labs, involom Wm?eta�tutre„ .` Wh and the Uke, 2P ReferewW Dowwgaft,, 3.2.3 nominal thickness—the 0ii0cuem ofs-h i in any � c. 2.1 ASTM&andar& roll, as SPwificdcart Proilu t labels, invoi i4 s e-$ 1it we" be 8.9 D 374 "fat Metho& for em of Solid Electh6d and the 1t InsuJafiona 3.2.4 nominal width—the width of ihecting in any mils, .z Pynt .c f0t ConditioAin& Plastic$ t1 1e. c l s ifted oxk product lapis, invoice sales.lit ter, and tit the like. cot ` D 892 Test Metbods for Tensile properties of Thin Plastic C ;il`Sc tint $ 4, Materilds fi1eJ//CVDucun.ents%20and%2OSenings/Gcaeml/My'i.20Do menro/My%20..spEC'%'O&%^_OFED%20STD"WASTM%2nD"/204397/AS7M%=oD%204397^/.2 Dp8 apg t I• I y. ... .. .. .. .'ur2)L123r0073:57:I0 FM fJe1//CODocumena%20and%2OSettiniWCmcmVW o20DucumcottMty%2OGc=al%20Documcnts/MIL-SPEC't%20R%20FED,/aOSTIYVASTM%20D%2U4397/ASTM%20D%204797%20pgI JPg D 883 Tmuinolo r Relating to plagfic3-1 4.1 The Sheeting sball be. made from polyethylene- or WW 1)15 5. T Method for Demity of lla a by the modified polyethylene, such as an hylene Copolymer con- l m l t .Y ertt TechniquO s frog of a major portion of ethyle y) Combivalion with a Thi D 1709 Tm Method for impact Resigunce of pol3yeth• mizwor porfion of same other mot omcr, or a, tuitture. of do Yleft krti by the Fne Faffing Dwt Method!; +ly yle e With a lesser amount of other polymers, 1898 M.Ctice fOT Smpuag Of plastiog,3 2103 CA1601i fOZ Polyet#ylene im and Shedin o tsstua�n��> And,d�a4asi�.r It a� mza that D 3892 -. .. fbr packgotg/paclonof p[astice mamuAkTum tl cownfeed on sbc v avwubk. tic 96TcvtWthods for ''water vwr „t°t'aatimi on of ._ ibl�terlslss �> l��gtt���ts ` ethc fw- Dimdonal Rdtcc tac FikooeA. l eatrc - -`"he shecting shall t� v I" tier e t Q> a#�confo with th prods by good commer- A . cial Pmcticm.Jt shalt be as free as is commerciany possible Of ! -_ par6cles of fbreign ratter, and . � vvdiatias 4 U 491;41eO of A f�uratcft r>,xc undi.versed saver irnat4fiv,11. 7111ene shafl be :no otber visible Inteda cep ty of SubwWwhue, 19 on Rv defeas sueh a9 bWkitI& holesWin, or blistem, The ad ga { be fK C Of nir l and cuts visible to the unaided eye. Mmv' sc, ftmwwd :duly 1 OY 5+ . D omv: oar 4397 41, r�. >1 Si nominal thick Asa etc of Pacfaft A o Ta 7. �� th, and levo of to a. ►19RAaak of ASM Sit Vol Wol �J-�� fi'a f ttut` r S 4w M. V;�t$.: , .nhad �Sl t <Vol 06.01: d�vAtIabiC f S Fd&itiiZu" DCumenu o r C . ak A�n v, � �o V 700 Robbins Ave-ftilac Wit.:pA 1�1 t 1.5tV4,,ktor N _34 s niq/ vDocuments%2wnd%2OScttings/Gemol/MyYdODocuments/My%20...SPEC's%20&%20FED%20STD'sIASTM%20D%204397/ASTM%20D%2A4397%20pg ljpg(2 of2)IMM07337:10 PM I ID 4397 r t#ae ShMd 9 in VX* roll shall be stread upon bctwm the TAMA 8 mfthsww burr and the seller. -� 5,2.2 2'a3rcex: �. 5.2.2.1 nkbMS--Tbe ftcIMMat any point, wht`n 7s10"ate!• W y�:a i f a ---(� F mt�iu with 8.Sa sbal)not tees than+80 ,�,%I' ter 3SO Of the Dominal Oxidmem 5.2.2.2 Width -.Ttte tolesassw f6r widths of l ft(0.3 M)or sue.�S�J�} Mft(4so►r3,Moftw, %to be zcsc eras Mre,SW be t%im(3.2 mm)per foot of nominal vim, # For Ali wigs teas than.##t(0.3 in),the tolervu*sh ll be *'WOW V ' ►on PIM lea.(3-2 tmn).With to be mcastttect in=ordauce with 8.6., (WVMA 3.2.7-3 Leng'h The � ofwhen _ . �' t es ozoured in uvordarice with 0.6, trim rp Of the evitttia +3 to ae•a,.ys�• ,-} less �,. + � 2 3 aidanfrs mm Netweight—The aMW.M wit of 22.o as Ct} 1.40 t1.o sot# Q. a?tst#shall.be not less than the�ininatl stet wgtat,vr`#sen r:s tv ta} 0.70ss.4a determined in awordance with the formula cstabhsW is 65 100 (a) u ;i..The nomixaal weight�tat1,in tw-n. the labeled act . f (6) O f L s�.1 1a SO s o Lb is e 6.l tval r nand Y3aish--I ae sfa �' . 0.16 may be natural, Aa»-W — t (mftWY•*toss$, color tinted, umskcmt, or oNque.; ? trot Win. 7'taa Suff2ft fanisatt be Mains printed,car odwrwiw Uemad a futtst#it a of ttti td 4 as bm Oe buyer aytd the Idles, given in Table 3. .Equ vhient . AU=W -••The a pact VwM Ott► tint is ha tee csf'pe lea Me 9t Tab 4. be out lea tbu the cc wed i n 'Table 1, ft sdaaula$ .� now that t� requirement is dot When tested in a��With g:g. � for allapplicatioms(sucb w pMkj*mp).Howcvcr. .3 Mechaanied Tablets 3 and 4 maybe foac tbow �rka the�I R s -- av l tide, }8th is au imPortan2 consider ion. ty ud douplion at'ftMk fkvr all d*AMSM of shy 48 shalt e, beA m sees$in Table Z,srot=tested in ac w1dawx with 7. Satnpt#" 4AOerWMV--jbO ava 454, {r direcdodalfL'}j Sao ars7les ft4t tom' pitrptag bc a&M f um rollsk �d 4 e of white-OPaque sl Odin& inteudgi for�in cu ' $dftl&d at tandctm itomi the total number of roils in wwh CP=Ue, shall be not less than 70 ,, vr£acr dewmined it Shipment or loot.in zowrdasm with Table 5. iftOMa witb 8.10. 7.2 The samples for testing$hall toe#'udl width and$hall be 6.5 Lurn n= 2'rarasm#rt e—Black sheeting jowndtd cut at least three fill tcxtes, but not lM than :,5 ro (5 ft), f#r eatcdttsioa of tight fir maximum fr m either Ow of the on roll_No y about or - lay x an a +ce to 2 ml(20�}of .og is �Dial n- l ihna l' . d traaa�mitu c not All the tests sty be tttade on costa sa VIC roll. Rolls in c~~:�8.l t. an�tiprncast l clot be wooed r testing, .a � T dlsw laved of lmxatlstolts tranittattcc indicates ra high �,3 of of o ty. specimens to be aasW for a particular test.sbat#be 6.6 Water v4por firarssntfssiiar,.,Kure.4VpTjK1—tlae aa- cut fauns diiftrmat of the abr. 8&Vzple(that is.they M w Vaw taansmi ou Shan'neat be Orcater than 240 stroll not be cut adia nt one anptfw) unlessothetwiw LAt siJtta (I AO&I100 in,2)prr 24 h for s .ed#tt'the test_ t when �� 2S 4:at(i rttsi)i detvzined in arwr&ra�e with 8,#2. Tm wl x VwPor Ummis6on rats is invlrr3*is ia0rtioltal tta the T' .E twft& um limits for Bata of water tmnsmi on as - NWI*W Thom"� PA"'00,ftc cc TABU .._ _ to as26 . Of sun€mtsl 1aanp ,9 o is �} loos Id 0.25 ale ;t.s} O,t 100 } as 1�U) ? a 115 0.15 0,13 i ,} led t#s t�f 0.063 O'il ISO j.aa} i D ti§a � O� Z*�{P 17? O�Qggs MAI ass � 4znP O,O� _ 420 its y�yar, No.at tti e V �� C"trw ftn ft se kaeo bpi _ �'e!ns m kI OWM u tM"d by W •ts,Z,by fie a M of ,n,kO 0 ft f� To�a+re+#v ij flan. a Wh-100 in*im35 rokry�►s•R�: by 4.9�8. - - ,' TAea a Swmft ter Tom PmeWam W nomitard,ks J04 T = trarrii3ral tlsiakr ems,rnm(in.), 2 ma 1 A ztomi.rW length times mmiW width. man{a,}, v to ss 8 1 and as determined by Test Method D 1305,SIcma, 96 b 40 3 86 to 110 7 k r I Or-6 for converting jVcros to Wznm> { :0,03613 for 'Ili to ISO 10 Cormetting wcm$to Si sagas o ss 81 1'mpacr R sstmee--The impact ra&xance shaD be i am tD 500 25' L31at mi to tom! 35 deterMiotd it WCOrd==with Test Method D 1709, using ��� -�astat to two so Method A for Sheeting up to 250 i .(10 mils)jo thickn S� . ._ �. Tahle l.;) 9. Tat Mithoft 8.9 7Tvvik A-vPv i --T%v tens Proper-tim of v ., I�s� ylew sheeting $W bc determined in accordance nth the S .1 raarxrt--f tests t b'emin intcad0d isu2:- Method.A of Test Wthods D Sol,uft taro as far :' a Lily for use as production tests i'a conjaaacteon with axaanufac Buie gash e�aort. T'he t2tictuz o' dtend � . Ix taring Proomes and .umeetion metbods to insuft coaftw- measured in accor&ttrte wih 3.5. ntity of Sheeting with the tregsairtme nts of this sped ►sign. , 8.10 fl07eaanW—Tbe GS",(r ditiectiomal reff m Shan 3.2 Pmdwion Inspmm sand rating-•->�tt p be raeaxrsd "car aesmord Test Method E 97, using ` cm of manufmm, the trmatur&etvmr siaa3l male ink- ave spedmms=d.the ttr:aecsdaa� for papa in Test tions and t in mcordaxten with methods described by this Me�x!E 97. V=ficaton. The mmufkaum SW kap such dal $ 11 Luminous Trrs�mitimxe—The irrnrixaaars transrzait- Y. and other iaformatFata to tlocuffietrt his maim tSyat tancae be deWmined it actodanc9e with the r aaiwmmts of this sp€x&mtk a met with a high �2103,using s c test ens. �catio9n of Amumm 9.12 &,3 1'nVCW,'m.---' sampies of ling s be v sallyTrwmmtmon—Tbe tax vague , i to&Wmine Conlbmum of the Ameting vvhh the n WO"rate Ad be detevnined is awrdance wM Method "Gimments of a,1. , - E of Test Methods E 96,taste four wecimm& 8.4 Crnsdition*—IMe texts 8.13 Rem sty--•Measseart P seaia " ga�itas �l be`a�tadi_ btltty in=rn' tiar tr d, In mccfda=ufith Fmcedw e A of Prance 1)616 daum with Tait Medal&FPS, T9A Method U, Dynamic and shads be tmed under thew coaditions for refem tests or Load Test, in the case of rli uv---Other+ ,stogy at tooth tempm. turn 4MM be ade"m S.5 T7 MW—Teas thickness shed be dct` Ma tldt Med"d C Of Test M thsidS D 374 for films 10 sails or 9.1 MarAdng—Eftb witap or moil AM be mattes with- I -ith- Its&For fibm gmter than 10 mils,Method A would apply. the nominal. widtk tmgtb, area in`squaxe feet or Some. ,Nora; Graf oommvW mmum with fat sma fim azr. metm, thzk'D s of the sheeaang, and the nonxitasal net., trzo*raa ly 5 to 10 min t far to%i".)in 4WUCj.cs tnd drawvt mvmm Wd&of the pattp or rod, vn tree-foot Am 0.02 to a,17 MN(3 to 2.5 0)Rive eamtiagy for"me 9.2 Confe maraame .Stwemous---Ira order that Marsha sm mar way identify pm*wt complying with:all�uisen3e 6.6 Length and Wiehh—Mam tints shalt be rzr2& %mcification,proe}a c�rs ChOO uag to P-rodame mad i" w a ra r€�t 30-M (100.4) Atel false piduateed at 'Umformmme Wvb bass Spedfication may it dude a stst intervals of 1 tam(Vio ixL).The to)l stash be eltten&d to its in. conjunctSon vmh thek mine and add" on labs,`' fun less cats a float OurfiWO mad Rif acum turd bushes iovoices, wies literatuM and tStt like.The follmierg stemµ remQvK'M&r as pmm*without apOyin B 9mm;list ment is wed v*en suffimal Spam is avnilabia: y A$ni6cant flow.M smmeatts of length sha31 be 'his Sbeefiftg contorm,s to all of sae requirements rounded to the uearm c mu metro(itarhn). Vidth shall be fished in ASTM Specific ou 1D 4397, i''o m to ttte neara2 1 MM f49e6 in,)at tarot less than 16 Sheeting far Coz�ttusliata.Ittdtastxisal,and _ to�i s units rmly"bo ova t aic>ra YYte leaalgth of t11c x 1, A ieation-k Put rMpor�sbila'tr f'pr the Goafprma Of sand sloe results boa 8.7 s this product is assumed by(fie and tams art gr ig/tt-`1'lar actual net wee of trrtt t be ds r or distributor) d9te minad gas the ate 50 g(l.oz or 0.1 lb) on suitabty 9.2.1 'rise f abbreviated statm=t is fed;. calbr t eqs =z, The no=nal roar weight ,haU be Whet "IS* .on labe)S 15 �iattfficierrt fur tte ft e mutated as fbltsne statement W--4 T x A x D.x k {i Conforms to -AS"M D 4397 (name and arldmss w producer or distribuxor). 9.3 All packiag, pwj*n& and mat€c ng laroyWom Frans"0 3592 sl 1 agoy to tbfs sp tcatiop- n b�fPetn*-hSvVOUWQd=of Daomtm US Cv��CVM Prj+tn gcta sum* DC u ra s a sa N nt t €e rcrrrmbftssay Ciexulm m. `ems t0, ofTftkn a,da 11? 99ss_,ismsdvmm&vfurmm ° �"�"�' 1{3.1 fslna;�1SvetltyScnct.rearya�lrag;sh�tn� . ' g , 439-1 QUAD kSSURA tCE PR014$IONS FOR G0NFERN? 4Tll ARV PROCUREMENT (I3 M requkemntg SMfy only to Vedera JA1'itstarry ptoeta"ent. not domestic$at,or transfers). St. 0* for W$Pedift and testing f.W be Van led . S3. fn the absenm o cortt ary MQUkMenK the follts n., at its 4MOWWe with the rwmmendaWfts of Pra,ctim values shall' apply S2. SeWtkM Of A tL t, C2tta�t3r l�at(�,QLj and 4#' t�� �assadnrockraa sp an: 3 UP Shall be made, with a iom&M of i ���fay ate &2 15. 14 sttatfsc ux rtettsireMen4s.This is diwuswd in 3eetians 7 t' t ��te� &' s.s ad A of the above ducAment; wiitt ref ttst to *Mijitaxy ;--�— XIA UnAM tw be timbw or ma a 000pcd Boa mrc� wan at MAW Dies fbr seuxita� �1 #air to .*VWM s than rats W tt*IWd ei d orrn9istA of Ma PMW e r+ak d cr8 I Wo ors} : Ma ` '. ro a ire . sr Soap.am ap the MM-Oft bW~#WxftU aid*&W+Como~WMy ftyMV VW d ar6v rttaa7r.5 waftma Aada rt9r itxrtz�th OrFbr p Stamwo S*OW#4 fs OW AM w Ct12�`dMf�'1.5 1L'V E4Ur Kfir DhWVAW PA?VW, i . . 17 - t - , R & K HOME SERVICES ' BLOWER DOOR/DUCT-BLASTER TESTING ° BUILDING PERFOPRMANCE INSTITUTE CERTIFIED 111 OLD BEDFORD ROAD WESTPORT, MA 02790 OFFICE: 508-678-1077 CELL: 774-704-6117 } � o j BLOWER DOOR TEST REPORT Test Results- PASSED 11T CFM50 2ND Corrected CFM50 _ CFM50 Accuracy Level Standard Air Changes per Hour @ 50 Pa 2.87 ACH50 Effective Leakage Area (ELA) 39.1 Sq. in. , Customer Information Project Number 1006 Project Date 10/5/2018 Name Steve Mellor Address `P.O. Box 627 City/State/Zip Centerville, MA 02632 Phone 508-776-4749 Email S.L.MELLOR@HOTMAIL.COM Building Information ` Address 45 Johnny Cake Road City,; " Centerville, Ma Yea 'Constructed 2018 Volume 14,144 CuFt Floor"Area a 884 SgFt ` t. l Cj*� ' r F i , Building Height 716 TFt Test Readings Nominal Building Pressure 0.0 Pascals Nominal Fan Flow 0.0 CFM Nominal Fan Pressure 0.1 Pa Fan Configuration A Ring Fan Model Fan Serial Number Pressure Gauge Model Pressure Gauge Serial Number t Baseline Readings Average Baseline 0.1 Pa Baseline Range Pa `• Performed By: Kyle Alexander I t BPI ID# 5061748 Date 10/8/2018 - - Signature � i n. OE NERDYERS LLC BUILDING.",PERFORMANCE TESTING G Duct Leakage Report 45 Johnny Cake Rd Test Mode 4 Centerville Pressurization 05/0$/2018 Test Pressure Y 25.0.Pascals Testing Equipment 2015 IECC Energy Code Minneapolis - Total CFM@25 or Total Duct Leakage Percentage 32.00 0.02 Total Square Footage 1872.00 Maximum Allowable Leakage 74.88 r HVAC Duct Test Location S ft Served Ring CFM@25 Gauge Duct Leakage % Basement 1008 C 18 0.02 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bygocanvas w www.gocanvas.com- -404C334D-669B-41 BF-9047-D4AC318607EE i ti. OME RATERS LLC BUILDING PERFORMANCE TESTING Location S ft Served Ring CFM@25 Gauge Duct Leakage % Attic 864 C 14 - _ -- 0.02 } i 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by cgocanvas www.gocanvas.com '404C334D-669B-41 BF-9047-D4AG318607EE ,, Massachusetts Department of.Public Safety Board of Building Regufations.and Standards License:CS-096628 Construction Supervisor JASON O COUTO 23 HIGH HILL RD DARTMOUTH MA 02747 (_A_ Expiration: Commissioner 0811912018. Office of Consumer Affairs and Business Regulation \ , 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116. Home Improvement Contractor Registration Registration: 165756 Type: Private Corporation Expiration: 3/22/2018 Tr# 41929.1. COUTO CONSTRUCTION INC. — _ ---- JASON COUTO ---- 23 HIGH HILL RD DARTMOUTH, MA 02747 —"------ -• Uplate Address and return card.Mark reason for change. Address - Renewal Employment Lost Card scA 1 0 20M-05/11 ��cnrrrrrr.r:.iirr eca�C�c., `• Office of Consumer Affairs&Busi ess Regulation License or registration valid for individul use only }TOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ,;j :. Office of Consumer Affairs and Business Regulation TypeRegistration: 165756 10 Park Plaza-Suite 5170 Expiration: 3/22/2018 Private Corporation Boston;41A 04 1(6 s COUTO CONSTRUCTION INC. JASON COUTO 23 HIGH HILL RD DARTMOUTH,MA 02747 Undersecretary yot valid rvithouf signature N1,11SIAeQ I c :0$ 319VISMS J0 NN10 ezQ •_+,•,-..._.,.,,-nrv+ry,m:-w-�.x.+' _'eer"w"'._""""°"'.,�..:.v -- rsfnn:._y7.r...w=..w.�,r•.n+..u.r _ :- - A J c v =n TO BED RK ON DO WO E IN N L NOT SG RAWIN AL " ALE D G5 :. q. °1 • ..�. w:7V ,n i; " CONFORMANCE 1.00 MA55AGHUSETTS� `., FORMANGE YVITH 780 GMR 5 , V_ �.� STATE BLDG CODE cITH EDITION. BUILDER TO VERIFY ALL - DETAILS AN THIS PLAN 15 COPYRIGHTED" .. � • ♦ � _. "...+ �.:�Y`� �+ "r a"'`.y..yam, ...T� .. ....•.y ., -:.� M :.y '., .I i �,�...x �X:4Y :#�,A.. N�p�S 1f."r�,Y �' - ..� . ,, ... _�.-'t" a �•', ,'.: c 4s�.r r_ �.. �:. ._. T. :r ..�, + GIATTINO D DIMENSIONS.IS PROVIDED FOR A ONE TIME BUILD. DESIGN AND 15 O ;::; � 1�, :� m.. ..—�' n,.wc.ya .. .. a++ v.. _...� ..m.�r. ,.s � .::a>,�(-um,a,a ,"� ,..�.- '�; � .^r .'off,; r��^+ �s Ar.•"•.^L�iZF+. ,,,+ �"'�. ',yw '�+`.y .,6'r� a �'P 4 y.: '�R,; . .,, ,. � "'!. _. .. •w+y, ter.. .� .. ,.,.._. .°+-�� ,... ,:w�.,e ,.... ,.ar+ „rr a , �'>� ..� _ „-. �;.,� w y ;�.' '.,,: ° �, .„-; '� . y=. - .w�. �'i-.. n,.+a..-'!6+=, ..a.,.,•+'.:*aF- ,.. . .w4, ,. ,,', ;a ,.,.".`, ,. '�_:'� k 'a-... � '., y 'F�`:`,.^.< M. 7. � ,, �= j r `�' `: /"� 't ALL BEARING POINTS TO HAVE GONTIN.0005 BLOCKING ^ DOWN T A a O FOUNDATION. ' „ ,..: f 'r -'��, i 4?T• .. w �, .�.,m6 ^' J ,., ...: 9 .;,� .,��. * ;gam tP y.+cr� +-x-+..� ,� ' „ ' � :•+ ' W "�+k'`:'� w y.•- �4....✓ - h- b .,-,.,;� ... - -...�qr �. # `•A` G .Y;, :.4�'�.. a,:: -'.X;' +k A :. mb.. v ?+ �.. .,:. ;:, e v ;__ .. Y .; e .-..,. """fie-!�:: *, :; �, ':. ,:. a , E, . :.,r`' ., _., ,r" ,�- _,�'^,.• ts. 'c#,' _o ^av: :. e ,: :... .r, v. y.. r. .:- '° ^ra "rv.,, ,° a ,r+A.. si _ ,.F,kr'. fi >.!q}'�'a,+:.•• .. .�# �.. y. �'tr'Qtt" ,, -+n: +w A a, ."� .,ram x ..;a � , .', '�'n . � .A.. :a. M_-.A'4 • _u. � �. ,•:P x ,,.,, v. �¢ :. -.k* d, A'�., +r: ,q- ... �.;�.. 1w.,'? �"r„i.:.. _ ,r�. ,AY,., ,s P ��.'�.v,w �ll ' .+= 'tie' '•G ....=+:� ;'�t,.;c._ �. .,:`r+',':�. .._".ei -.... • '�-. �'. .7:�,y:• a, ..re' .. :+'° �. '.. a ,-,.; ... _°e' �...i3 R.x.u..'^-a.�:'>,W a �.r' _ ^:'�" �•°" tya � ...r '� - `,,:,.y e ,P 5 ��`S°` '. 1'""^""'�.,'.-,.:_=y„ _..._,ems _ "• ." p - v: �. � � � � _ ,�� - r e •. <,.7 ,.fir: r• >a y}',fir F �+•-. ]. « . , ,a_.M. _, n � .-. '. -, " +ya=,. 1+-,�` -' .. '^` F°• '�' 4 +�: fk, R, qa:t,�' �� fi,� �, e,..,.. �ix.>���w,r,_•..,�,�. +- -, u,.. N ,r :r�: ti� ». ,. . ;wr. wr�� -�' F' +F yya±. ",v,`:`" '� .. y._ ,. .._.�.r-,v -�:.-�'sw•�.-�� :� ,",,._.,�..-,+.:.�-..m,_ .,,,..:w,_.-.,,3..1-.,.�"�r.:.�+�-r:�: e _,�,..,,--, ems_ m, 4 , FRONT LEFT VIEN PLAN INDEX FRONT-RIGHT 1/IEYVBUI PAGE TITLE SAP 0 9 Am g COVER 5HEET ` _ 1 ENTRY LEVEL PLAN k 2 UPPER LEVEL PLAN TOWN®r`-- A , 3 FRONT ELEVATION � x a.� .: - :� - 4 LEFT ELEVATION o - 5 BACK ELEVATION b RIGHT ELEVATION 7 SECTION A-A ENTRY LEVEL OVERVIEW 8 SECTION B-B 9 FOUNDATION PLAN x ,. .. , ,. °�^ : s, a... .,: •�',: ,. �_, � r. 0 4 r. U : Y - v , `f i � - •, �. : � � 1.. �.,p.' + p:F� d ''L�z nM+sl� k: ..:. y n„"a!k.. 'p �'-'� - •1 c , a d +..,.�, s... "" �, .... x,' ,. .. '`•y.-,. •. w y;_,`w -Ru.M�, ,.....w w�'+.. aw.•*v',,+°.. � �.�r, i F ry .. �s �s t "ad ,. ,tit ,. ;,"• ,: :, 'y .. .� s : a li .: - w '"''. ... �.... .v .. : I' ~:.i t� _.'`"' A ,•a s '".,:p r r``r a""` .ter" :: F ff .. , 1A BACK RIGHT MIEN BACK LEFT VIEYV UPPER LEVEL OYERVIEN The engineer's slam on this drawing qualifies the structural design only and assumes that the found bearing surface Is �SH Of AA ANDREW& BONNIE MG SPIRITT g p g q g y g g "'qss �TTI NO D E 51 G N 45 JOHNNY CAKE ROAD undisturbed,orproperly compacted,n on-organic soil with a minimum bearing allowable of 3000 PSF and that all construction will be *_�?3_,,11es1dent1n1 p GENTERVILLE, MA O y 2 GHco ee Rau,Groton,MA 01450performed by qualified craftsmen in accordance with the qth Ed Rion Of the Massachusetts building Gode_ All dimensions and elevations are � PAUL A. GN Design SeNces 11840-2548 IN I for design and reference purposes only and should be verified and approved by the Owner,contractor and framer. On site verification of_ o PHELAN JR. Maureen GIeCInoDes n.acm v STRUCTURAL construction is likely required. It Is the contractors or owners responsibility to employ Phelan Engineering to perform on site verification If No. 42538 COVER SHEET - 8/24/17 11/13/17 12/21/17 PAGE NO. required or desired. It Is also the owner's or contractor's responsibility to assure that timely notification of the project progress is provided so o A p 9/5/11 12/13/11 12/21/11 that adequate on site engineer presence is obtained. Liability is severely d(m(nished if engineer on site verification is not performed. In 'doe ciSTE� �� 10/17/17 12/15/17 2/2/18 COVER addition,nothing in this statement relieves the contractor of his/her responsibility regarding the provisions of 780 GMR 107. ONAt .. 4'X 8'GRANITE SLAB, DO NOT SCALE DRAWING5. ALL WORK TO BE DONE IN ' 8 CONFORMANCE WITH l80 GMR 51.00 MASSACHUSETTS 36'-0 OR DECK& STEP TO STATE BLDG CODE qTH EDITION. BUILDER TO VERIFY ALL GRADE PER CODE m DETAILS AND DIMENSIONS. THI5 PLAN IS COPYRIGHTED BY. _ b'-15 5'-10" q'-1" q'-10" ` 4'-q" GIATTINO DE516N AND 15 PROVIDED FORA ONE TIME..BUILD. PASSIVE D02 ACTIVE ALL BEARING POI NT5TO HAVE CONTINUOU5BLOGKING - - - = 01 Living Area Square Footage= 1640 SIF 36° x bo° BATH - d F iN SEAT R 5'-0" X 5 4' I At cr n: ! Entry Level =1005 5F(includes stairwell) ¢ �-�O TILE - - Upper Level = 832 5F(exclude5 stairwell) 5'-5 - _I I .o , '^ 50`' VAN ITY -o - � � 'Gross Square Foota®e=2-112 SF �MA�5TER BATH �, 1 KITCHEN 8'-10"X 9'-4" �1 �i 2�'-410 x 131-b" Basement Level= 840 5F TILE 1 -11 . � Entry Level: 1008 5F - Upper Level = 564 5F IC 0 '12'.VANITY WID i ' ►i m :j 5 5H. cw l I GENERAL NOTES: ea .— o i s� • ;ASPHALT SHINGLE ROOF , �„ -�~' i 3 X 4' b" ISLAND 10r"2�r VINYL 51DINO & CORNER BOARDS off ALUMINUM WRAPPED ROOF TRIM -011 2668 GAS FIRED WARM AIR HEAT&A/G ' - SOUTHERN YELLOW FINE FLOORING' UNFIN15HED BASEMENT CLOSET _ : 5HEETROGK WALLS & CEILINGS 3-4 X 5-9 Q _ - fl SMOOTH CEILINGS . 4 2X6 1'-4 1/4" c� (3)1-3/4 X14 LVL BM IN FLOOR is PAINTED FJ&P 2-1/2" COLONIAL CASINGS _ O (4)2 } (FLUSH W/TOP OF JST5) 5-1/4 X 5-1/4 PAINTED FJ&P 5-1/4" BASEBOARD o P05T - _ _ _ _ _ _ _ POST (DRYWALL WRAP) _ _ _ _ _P5L P05T o PAINTED TWO PANEL MA50NITE DR5(SOLID CORE _ �* _ _ _ _ _ _ _ _ = 668.00 _ _ _ _ _ _ _ _ _ _ _ _ _ FOR BED &BATH ORS, HOLLOW GORE FOR BALANCE) � . (3)1-3/4 X q-1/2 LVL BM 3-1/2 X 5=1/4 - N 18" DEEP STONE WA5H AROUND HOUSE (DRYWALL WRAP) P5L POST �. HARVEY WHITE WINDOW5& PATIO DOORS WITH LOW-E/ARGON INSULATED 6LA55, INTERNAL GRIDS, 3" FLAT EXT CA51N6 W/51LL ' " STAIR R.O. & o =f N051NG, b-cl/16"JAM55, SCREENS, &HARDWARE: LLYING - WINDOW SCHEDULE M�45TER BDRM . *l NUMBER LABEL QTY R/O DESCRIPTION c-O �8 -� x �3 -b. 01 2032-2 1 50 V4"X41 1/2" MULLED UNIT �2,-2" x ��-4"' �. SOUTHERN YELLOW PINEY FLOORING. 02 24310 2 30"X4q 1/2" DOUBLE HUNG 03 28310 1 34"X4q 1/2" DOUBLE HUNG SOUTHERN YELLOW PINE FLOORING `r° - 04 2846 5 34"X51 1/2" DOUBLE HUNG m :01 05 2852 b 34"Xb5 1/2" DOUBLE HUNG " FUTURE GA5 DIRECT ;m Ob 2852-2 - 1 66 1/4"Xb5 1/2" MULLED UNIT SYP TREADS - OPEN RAIL VENT STOVE • UP PER GODS Ol VELUX VS 606 3 44 1/4"X45 3/4" 5KYLIGHT ' i O .DOOR SCHEDULE NUMBER LABEL QTY R/O DESCRIPTION - �5 GO r _ D01 3066-LH'15 LITE 1 38 1/2"XB2 1/2" EXT. HINGED-GLASS PANEL T 8 B 1 1 " _� - D02 606 D L 15 LITE - l5 /4 X82 1/2 EXT. DBL. HINGLED-GLASS D03 3068-RH 1'. 38 1/2"X82 1/2" EXT. HINGED DR 12'-10 1/41' 23'-1 3/4" - 05 I 0© D014'-0 n 36'-O" - B ,L 4'X 6:GRANITE SLAB, OR DECK& STEP TO GRADE PER CODE vu The engineer's stamp on this drawing qu s the structural design only and assumes th f surface Is ►' P�(H OF,yq ANDREW& BONNIE MG 5PIRITT - �`c ssq G IA�TTI NO D E 51 G N 45 JOHNNY CAKE ROAD undisturbed,or property compacted,non-organic soil with a minimum bearing allowable of 3000 P5F and that all construction will be - - o� �y performed by qualified craftsmen in accordance with the qth Edition of the Massachusetts building Code. All dimensions and elevations are �� PAUL A. GN 312 GFicopee Row,Groton,MA o145o CENTERVILLE, MA O PHELAN JR. cr• ReSbentla1 Dealgn Ser Aw5 '118-448-2548 for design and reference purposes only and should be verified and approved by the Owner,contractor and framer. On site verification of U STRUCTuRAL -' Maureen ralattnoves n.com construction is likely requ!red. It Is the contractors or owners responsibility to employ Phelan Engineering to perform on site verification if No. 42538 `" ENTRY LEVEL PLAN 8/24/1�' 11/13/17 12/21/1l PAGE NO. required or desired. It is also the owner's or contractor's responsibility to assure that timely notification of the project progress is provided so -off'P� �O v �4"- �_��� q/5/17 12/13/17 12/2l/1l q that adequate on site engineer presence is obtained. LiabitIty 1s severely diminished If engineer on site verification is not performed. In s �� c�STE� �`� ,Z 10/1 l/17 12/15/1l 2/2/18 I addition,nothing in this statement relieves the contractor of his/her responsibility regarding the provisions of 180 GMR 101. �SS�ONAL ENG�� � 2/21/18 B A DO NOT SCALE DRAWINGS. ALL WORK TO BE DONE IN ; CONFORMANCE WITH 180 Cm 51.00 MASSACHUSETTS STATE BLDG CODE 9TH EDITION. BUILDER TO VERIFY ALL 12'-4" I, b'-b" DETAILS AND DIMENSIONS. THIS PLAN 15 COPYRIGHTED BY GIATTINO DESIGN AND 15 PROVIDED FOR A ONE TIME BUILD., 04 03 04 ALL BEARING POINTS TO HAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION. iV 12"VAN ITY :n _ 10" FALSE „ „ . ,� r 5 SMOKE DETECTOR 12-11.1/4 ��- 8-51/4 12-3 10" FALSE RAKE PHOTOELECTRIC TYPE SMOKE DETECTOR5 LI5TED v m BATH I - RAKE IN ACCORDANCE WITH UL21-1 OR UL268 LOCATED O PER 780 GMR R314,'OR PER LOCAL OFFICIAL v ( TILE b -ALL UNITS HARD WIRED WITH BATTERY - I. 0 STAND-BY POWER @jam w - ONE EACH IN EACH SLEEPING ROOM - IN THE IMMEDIATE VICINITY OF BEDROOMS WITHIN 3' OF A DOOR TO BATH CONTAINING A 5HR OR TUB' Lu - NEAR ALL 5TAIR5 ® SH I, - ON EACH ADDITIONAL 5TORY(B5MT, HABITABLE ATTICS), v o iv Q -FOR EACH 1000 5F OF AREA OR PART THEREOF �: GO LARBON:MONOXIDE DETECTOR o m °V BEDROOM ,#2. O GO pERCODEI Q . BEDROOM #3 O BY-OWNERPE ON EACH R STORY INSTALLED 5 MAINTAINED 77 12 -2' X 23-2 ' - - ! ! rr r_ u WIDE PINE FLOORING HALL 1 "� X 23 2 248 GMR, & NFPA 720 OR PER LOCAL OFFICIAL N 11 _0 1' X 1 4,-3n o =-WIDE PINE FLOORING� - WIDE PINE FLOORING - • o 0 I I �ON— A 13'-0" CD 5-3" 1 q'-q" STAIR R.O. 04 't 36"HIGH HALF 1 ! ! I WALL W/PINE GAP - �LINE OF 8'HIGH FLAT GLG ! — — — — — — - - — — — — — — — — — — — — — — - oC SKYLT OVER 5KYLT OVER 5KYLT OVER 2' ) - -41/2' a 4'-3"HOT WALL Rj s N s . o t ; — — — o 30"X 48"ACCE55 DR(WEATHER ..KNEE 5FAGE STRIPPED) 35'-0"X 4'-1" m I - INSULATED, UNHEATED, UNFINISHED - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - RAFTERS TO SIT ON 2X6 BEARING PLATE W/3-1/2" RAFTER SEAT. SIMPSON H2.5 CLIPS INSTALLED , B A IN BOTH ORIENTATIONS 6'-0" As ANDREW& BONNIE MC 5PIRITT The engineer's stamp on this drawing qu es the structural design only and assumes th a foundation noting bearing surface is �P sy OIA�TTI NO DE51ON undisturbed,orproperiy compacted,non-organic soil with a minimum bearing allowable of 3000 P5F and that all construction will be �o�� ctiG �� 45 JOHNNY CAKE ROAD PAUL A. u' 312OHropee Row,Groton,MA 01450 GENTERVILLE MA performed by qualified craftsmen in accordance with the qth Edition of the Massachusetts building Code. fUl dimensions and elevations are g r^, � PHELAN JR. � Residential Design 5erdces 97B-448-2548 for design and reference purposes only and should be verified and approved by the Owner,contractor and framer. On site verification of - 0 STRUCTURAL cn MoureenarvIatinooesign.com construction is likely required. It is the contractors or owners responsibility to employ Phelan Engineering to perform on site verification if No. 42538,p o UPPER LEVEL PLAN 8/24/17 11/13/1l 12/21/11 PAGE NO. required or desired. It is also the owner's or contractor's responsibility to assure that timely notification of the project progress is provided so °p o c� sT� c p� _1 -0 q/5/1 l 12/13/17 12/2-1/11 2 ,� E �. 1/4��— that adequate on site engineer presence is obtained. Liability is severely diminished if engineer on site verification is not performed. In F �� 10/1 /1-1 12/15/1-1 2/2/18 addition,nothing in this statement relieves the contractor of his/her responsibility regarding the provisions of 180 GMR 101. ss�ONALEN � �� 2/21/15 * f 1 DO NOT SCALE DRAWINGS. ALL WORK TO BE DONE IN CONFORMANCE WITH 180 CM 51.00 MASSACHUSETTS RIDGE VENT STATE BLDG CODE qTH EDITION. BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS. TH15 PLAN 15 COPYRIGHTED BY =, s • _ - - _ - , � GIATTINO DESIGN AND 15 PROVIDED FOR A ONE TIME.BUILD.• ALL BEARING POI NT5TO HAVE CONTINUOUS BLOCKING �-� - DOWN TO FOUNDATION. -ARCHITECTURAL GRADE'- - � ASPHALT SHINGLES _ •� i -ter-,- `�."�`'"` -�—T DERLAYMENT . T _�,.. SHINGLES & UN - � I- -i.-.. :P; i�i .�I 1/2"GDX PLY D VENT SPAGER(CONTINUOUS ON � _ ,` `._• f i--+ �- H' �- ��-�r =-r_ ,` � LATH. GLG.', TO EXTEND 12.E BEYOND ' =� 1 -- -Y _ -�;-i - r<- _,- - �.,' �-�---L, -7- --r•-rl --r"� �� r,..^Ili- INSULATION FOR FLAT GLGS., �.�,..�: �--�•r _i.,.....i - AlR D IV RT R SLOG N �'"' T i a F, _ q FIBERGLAS -�) ' E E (2X8 BLOCK] G �. ��, RIPPED TO ALLOW 2"AIR SPACE) �. ice` -G. _ ON 2X6 BEARING_� _ RAFTERS TO 51T T _ - 2X10 RAFTERS 16" _W i @ 36" RUBBERIZED UNDERLAYMENT �L_J - = PLATE W/3-1/2 RAFTER SEAT. �: "`"" W/3-1/2" RAFTER SEAT 1X3 & 1XS ALUMINUM WRAPPED TRIM •- -' A i.i,.��� ' S1MP50N H2.5 CLIPS INSTALLED (INSTALLED UNDER DRIP EDGE) , - -�� - ._;. =r-�- ri ` HOTH ORIENTATIONS;_. y _ Y 2X6 BEARING PLAT -- r-_�- "T__." UPPER LEVEL GALV. DRIP EDGE VINYL VENTED SOFF1 -2X W _JOISTS A • ALUMINUM RAPPED 5-1/2" FIBERGLASS ° . 1X3 & 1X8 TRIM - INSULATION(R-21 WIN OW HEAD ) - VENTED VINYL SOFFIT 05 05 05 05 - 2/2Xb PLATES 00 " .3/2X8 HDR. 1/2" PLY 3 DE111 =I 14 VINYL 5HUTTER5_ 10" " VINYL CORNER — - -BOARDS ----VINYL VINYL SIDING - ENTRY LEVEL WINDOW 5-1/2" FIBERGLASS' INSULATION(R-21) 14- 4'X V GRANITE SLAB;" o GG nn A `Y, OR DECK& STEP TO GRADE PER CODE Ill'[�J E L EA E' DETAIL. , - � , 5CALE:1"=1'0"dA CRAWL SPACE i BASEMENT LEVEL . The engineer's stamp on this drawing qualifies the structural design only and assumes that the found bearing surface Is ``P�Z S�cy ANDREW& BONNIE MG SPIRITT g p g4 g y g g � � GI�eTTINO DESIGN undisturbed,or properly compacted,non-organicsoll with a minimum bearing allowable of 3000 P5F and that all construction will be o2 PAUL A. `jc,`, 45 JOHNNY CAKE ROAD performed by qualified craftsmen in accordance with the qth Edition of the Massachusetts building Code. All dimensions and elevations are PHELAN JR. �„ 312 Chicopee crow,Groton,MA 01450 CENTERVILLE, MA STRUCTURAL Residential Design 5eNces 998-448-2548 for design and reference purposes only and should be verified and approved by the Owner,contractor and framer. On site verification of �? No. 42538 ` Maureen GIaAlnoDes n.�om construction is likely required. It is the contractors or owners responsibility to employ Phelan Engineering to perform on site verification if � ��� FRONT ELEVATION 8/24/17 11/13/17 12/21/11 PAGE NO. required or desired. It is also the owner's or contractor's responsibility to assure that timely notification of the project progress is provided so 9pF GiSTE G��'_ 1/4U_1 -01, q/5/17 12/13/11 12/21/17 . 3 that adequate on site engineer presence is obtained. Liability is severely diminished if engineer on site verification Is not performed. In FSSIONAt�� ' Z - 10/11/11 12/15/17 . 2/2/18 addition,nothing in this statement relieves the contractor of his/her responsibility regarding the provisions of"IbO GMR 101. 2/21/18 00 NOT SCALE DRAWINGS. ALL WORK TO BE DONE IN , CONFORMANCE WITH 760 CMR51.00 MASSACHUSETTS., STATE BLDG CODE qTH EDITION. BUILDER TO VERIFY ALL DETAILS AND DIMEN51ON5. THIS PLAN 15 COPYRIGHTED BY " GIATTINO DE51GN AND 15 PROVIDED FOR A.ONE TIME BUILD. ALL BEARING POINTS TO HAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION. g & UNDERLAYMENT, 4 VENT SPACER(CONTINUOUS ON .GATH. GLG., TO EXTEND 12" BEYONDZ51411NOLE5 1/2"GDX PLY INSULATION FOR FLAT GL65.) 2X6 LADDER FRAME INSULATION(R-4q)AT FLAT ALUMINUM WRAPPED GLG, q" FIBERGLASS(R-30) 1X3 & 1X5 TRIM AT CATHEDRAL GLG5. 2X10 RAFTERS @ 16"OlG - 04 4 VINYL SOFFIT VENT d' 10" FALSE-RAKE 1X3 5TRAPPING @ 16"OlG 1X4 ALUMINUM WRAPPED TRIM 2X4 NAILER 10" 5-1/2" FIBERGLASS 1/2"SHEATHING INSULATION(R-21) ` 2X6 WALL OVERHANG RAKE SCALE:1"=V-0" o� • 05 SHINGLES & r VENT SPACE R(C ONTI NUOUS ON UNDERLAYMENT GATH. GLG,, TO EXTEND 12" BEYOND /1/2"CDXPLY INSULATION FOR FLAT CLGS.) • . R n ALUMINUM WRAPPED 2X10 RAFTERS 16"OlG 1X3 & 1X8 TRIM o - _ 2X4 NAILER , + AREA-WAYS A5 REQ'D NOT SHOWN . . INSULATION(R-4q)AT FLAT. 2/2X6 SPACERS - CLG, q" FIBERGLASS(R-30)' o AT CATHEDRAL GL65. 1/2"PLY 1X3 STRAPPING @ 16"OlG - 5-112" HIGH DENSITY SIDING FIBERGLASS INSULATION yCb WALL - - - - - - - - - - - - - - - - - -.- - -,- - - - -y - - -- (R-21) _ - $ CLIPPED RAKE . . O10-H OFtijgss9� SCALE:T'=1�-0" The engineer's stamp on this drawing qualifies the structural design only and assumes that the foundation/footing bearing surface is �g pA�� A ti� G11�TTI NO DESIGN ANDREW& BONNIE MC 5PIRITT undisturbed,or properly compacted,non-organic soil with a minimum bearing allowable of 3000 P5F and that all construction will be o PHEIAN JR m 45 NTERVJOHNNY CAKE ROAD STRUCTURAL -� 312GHcop�Row,Groton,Ma oigso GENTERVILLE MA performed by qualified craftsmen in accordance with the 9th Edition Of the Massachusetts building Code. All dimensions and elevations are No. q 538fW Residential Design 5erAces q18-048-2548 for design and reference purposes only and should be verified and approved by the Owner,contractor and framer. On site verification of o p 2538 maureenowalunovesign.com - construction is likely required. It is the contractors or owners responsibility to employ Phelan Engineering to perform on site verification if _P0 <C". STERO �� LEFT ELEVATION 8/24/1-1 11/13/1-7 12/21J17 PAGE NO: required or desired. It is also the owner's or contractor's responsibility to assure that timely notification of the project progress is provided so FSs� G�`� / .� �r_ r �r q/5/11 12/13/17 12/27/1-1 A ONAL EN 1/4 =1 -0 �i that adequate on site engineer presence is obtained. Liability is severely diminished if engineer on site verification is not performed. In �► ZZ 10/11/11 12/15/1-1 2/2/18. addition,nothing in this statement relieves the contractor of his/her responsibility regarding the provisions of 180 GMR 101 - 2. `2/21/1 b '" ' DO NOT SCALE DRAWING5. ALL WORK TO BE DONE IN CONFORMANCE WITH W GMR 51.00 MA55ACHU5ETT5'. • STATE BLDG CODE qTH EDITION.- BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS. TH15 PLAN 15 COPYRIGHTED BY GIATTINO DESIGN AND 15 PROVIDED FOR A ONE TIME BUILD. ALL BEARING POI NTSTO HAVE GONTINUOU5BLOGKING DOWN TO FOUNDATION. 5 - SHINGLE5& UNDERLAYMENT 12 : 12. 1/2" GDX PLY ' VENT SPACER(CONTINUOUS ON LATH. GLG.,TO EXTEND 12" BEYOND:. 2X10 RAFTERS INSULATION FOR FLAT GLG5.) 16"OlG AIR DIVERTER(2X8 BLOCKING 04 03 _ 04 RIPPED TO ALLOW 2"AIR 5PAGE) INSULATION(R-4q)AT FLAT CLG, q" FIBERGLA55(R-30) 36" RUBBERIZED UNDERLAYMENT } AT CATHEDRAL GLG5. 10" FALSE RAKE , 10" FALSER I` -}1/2 RAFTER\ / ` 'SEAT GALV. DRIP EDGE 1X3 STRAPPING @ 16"OlG ALUMINUM WRAPPED t;= 1X3 & 1X8 TRIM 2/2X6 PLATES VINYL SOFFIT VENT.' w y j2/2X10 HDR. - o 02 Ek 0 2X3 NAILER r ED VINYL SIDING &TRIM D02 10" -' 2X6 WALL 5-1/2"HIGH DEN5ITY FIBERGLASS ' INSULATION(R-21)FOR BALANCE WINDOW OF WALL y � j EAVE DETAIL 4'X 8' GRANITE SLAB, SCALE: 10„ OR DECK&STEP TO • - GRADE PER CODE CRAW..SPACE The engineer's stamp on this drawing qualifies the structural design only and assumes that the foundation/footing bearing surface is ri,P��N sSq�yG ANDREW& BONNIE MG 5PIRITT =s' s� *!�.,..I'denflal A�TTI NO DESIGN 45 JOHNNY CAKE ROAD undisturbed,orproperly compacted,non-organic soil with a minimum bearing allowable of 3000 PSF and that all construction will be � ppUlA312 Hco e�Row,Groton,MA oi4soperformed byqualified craftsmen in accordance with the qth Edition of the Massachusetts building Code.*AII dimensions and elevations are z -JEUC URN_ P GENTERVILLE, MA SSR� Deslgn5er�ices 9"18-448-2548 for design and reference purposes only and should be verified and approved by the Owner,contractor and framer. On site verification of T g2538 Maureen GlaMnoDes n.cam construction is likely required. It is the contractors or owners responsibifityto employ Phelan Engineering to perform on site verification if o �F ��o L BACK ELEVATION b124/17 11/43/17 12/21/17 PAGE NO. required or desired. It is also the owner's or contractor's responsibility to assure that timely notification of the project progress is provided so q GIS-TE v��' �/� 1/4"=1'-0" q/5/17 12/13/17 12/27/17 5 �FSSIONA��� that adequate on site engineer presence is obtained. Liability is severely diminished if engineer on site verification is not performed. In � /L� 10/17/17 12/15/17 /1 addition,nothing in this statement relieves the contractor of his/her responsibility regarding the provisions of-180 GMR 10-1. ~ DO NOT SCALE DRA NING5. ALL WORK TO BE DONE IN CONFORMANCE Y4TH 780 CMR 51.00 MA55ACHU5ETT5 STATE BLDG CODE qTH EDITION. BUILDER TO VERIFY ALL _DETAILS AND DIMEN51ON5. THI5 PLAN 15 COPYRIGHTED BY GIATTINO DESIGN AND 15 PROVIDED FOR A ONE TIME BUILD. ALL BEARING POINT5TO HAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION. SELF ADHE5IVE BITUMEN UNDERLAYMENTALONG ^ WALL BEHIND DECK& 04 04 UNDER DOOR FRAME 1X6 PVC TRIM OR SIDING b"CI TH NAILED AT ^ O!G MAX.AX.TO J5T W DECK FLASHING/ 1/2"X 5"LAG SCREWS, r HOLD-DOW N ' LOCATED PER GMR R501.2.1(1)&(2)&TABLES 10" FALSE RAKE. N - FLOOR5Y5TEM 4 R501.2&R501.2.1 IV 2-1 r TENSION DEVICE P.T.DEGKJ015T5 W/1!2"THREADED ROD PER FIGS. 5012.30)&(2) \ P.T.1X6 X 8"SPACER - (SIMP50N DTT2 BLOCKS @ 16"OIC (OR EQUAL),MIN.2 PER DECK,WITHIN 24"OF END - N . DECK ATTACHMENT DETAIL_ ' REFER TO AWG PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE ZHOF The engineer's stamp on this drawing qualifies the structural design only and assumes that the found ation/footing bearing surface is �P� Mgss9 ANDREYV& BONNIE MC 5PIRITT undisturbed,or properly compacted,non-organic soil with a minimum bearing allowable of 3000 P5F and that all construction will be o�� `'yGJ, G IA�TTI NO D E51G N 45 JOHNNY CAKE ROAD PAUL A. P 312 GHcopee Row,Groton,MA 01450 CEN TE RVILLE•MA performed by qualified craftsmen in accordance with the qth Edition of the Massachusetts building Code. All dimensions and elevations are Z PHELAN R. O _ Resldentlal Design 5erdces 918-40-2546 c� STRUCTURAL fn for design and reference purposes only and should be verified and approved by the Owner,contractor and framer. On site verification of No. :a2538 % � Maureen GfaGinoDes n.com construction is likely required. It is the contractors or owners responsibility to employ Phelan Engineering to perform on site verification if RIGHT ELEVATION 6/24/17 11/13/11 12/21/1-1 PAGE NO. required or desired. It is also the owner's or contractor's responsibility to assure that timely notification of the project progress Is provided so p0� ClSTE� `��`' ,7/ �4"=1'_Q" q/5/17 12/13/11 12/27/1-1 that adequate on site engineer presence is obtained. Liability is severely diminished if engineer on site verification is not performed. In FSS/pNAI ENG 7j 10/17/17 12/15/17 2/2/18 addition,nothing in this statement relieves the contractor of his/her responsibility regarding the provisions of 780 GMR 10-1. 2/27018 LUMBERSTANDAR05: DO NOT SCALE DRAWINGS. ALL INORKTO BE DONE IN 2X MEMBER5: #2 OR BETTER 5-P-F CONFORMANCE WITH 780 GMR 51.00 MA55ACHU5ETT5- - Fb=1000 P51 1 STATE BLDG CODE "ITH EDITION. BUILDER TO VERIFY ALL RIDGE VENT 1-3/4 x,a LVL RIDGE BOARD - DETAILS AND DIMENSIONS. THIS PLAN15 COPYRIGHTED BY W/1"AIR SPACE ABOVE E=1:3X10 b P5I 71ATTINO DESIGN AND IS PROVIDED`FOR A.ONE TIME BUILD. SHINGLE S&UNDERLAYMENT - - 1-3/4X_LVL MEMBERS: - - -1/2"ZIP5HEATHING SYSTEM Fb=2600 P51 _• ALL BEARING POINTS TO HAVE GONTINUOU56LOGKING' - - 2Xb @ 16"OlG 2X10 RAFTERS @ 16"O/C E=1.9X10 6 P51 DOWN TO FOUNDATION. Fv=285 P51 " 12' SHINGLES,& UNDERLAYMENT LATERAL SUPPORT 15 REQUIRED AT POINTS OF BEARING,AND 17, s-3la AL ANG TOP EDGE OF BEAM. 1/2"GDX PLY VENT SPACE R(CONTINUOUS 5 MEMBERS T ON OATH. CLG., TO EXTEND TIP 5 TO FASTENED WITH LE MEM 5TE E IN ACCORDANCE E (R-09) 2X10 JOISTS 16"o/c M NUFAGTURER'5 SPEGIFICATION5. . 2X10 RAFTERS 12 BEYOND-INSULATION. INSULATION _ @ 16" O/C W/3-1/2" t FOR FLAT GLG5.) L BEARING POINTS TO HAVE SOLID BLOGKING DOWN TO- RAFTER SEAT AIR DIVERTER(2X8 BLOCKING 6-MIL.POLY. LY.VAPOR BARRIER VW FNDN. 1X35TR @ 16" R _ RIPPED TO ALLOW 2"AIR SPACE) -• .. - � - - - ` LLJOYWALLPPEDAN0TAPED J - 14" FIBERGLASS(R-4q ' - - -ADHERING SELF ADHERI BITUMEN 1X3 STRAPPING . UNDERLAYME T TO EXTEND q"FI BEROLA55(R-30) 1 b" TO A POINT 24"-1 N51 DE THE O/C EXTERIOR WALL LINE 2/2X6 PLATE y 3-1/2" UN-PAGED " DRIP EDGE FIBERGLASS(R-13) 10 ALUMINUM WRAPPED 1X8 TRIM A o NAILE �--VENTED VINYL SOFFIT RAFTERS TO 51T ON 2Xb BEARING PLATE W/3-1/2'RAFTER SEAT. -- - 2/2X10 HDR. - - . 51MP50N H2.5 GLIP5 INSTALLED_ 3/4T&G PLY _IN BOTHORIENTATIONS GLUED AND NAILED. -, 6-MIL, POLY.VAPOR - 2X10 JOISTS @ 16"olc - .• • - BARRIER W/ALL JOINT ,. �ALL •- FIBERGLASS(R-21) o - ' _ • - LAPPED&TAPED 1/2"GDX L 3/4"T& G PLY, GLUED SHEATHING ' 4'-31/2" 9'-b3/4" 14'-13/4' AND NAILED RAIL PER TYFIGALWALL: " -VINYL 510IN6 PER SPECS. a 51DING PER SPEC. 1112 O5BSHEATO SHEATHING Al . ':. 2X JOISTS AlRINFILTRATION BARRIER - 2X6 STUDS @ lb"016 - 5 1/2'FIB ERGLA55(R-21) 6" KRAFT FACED STAIRS b-MIL POLY.VAPOR BARRIER 2X6 WALL W/ DBL. 14 R15ER5 @ 1-5/6" 111-------�11 - W/ALL JOINTS LAPPED&TAPED - FIBERGLASS .` TREADS @ 9" - I 1 m 1/2'WALL FINISH I TIO ) TOP PLATE - I I NSULA N(R-21 .. 3/4"T&G PLY o ' ' - - '5-1/2"UN-FACED HIGH . GLUED AND NAILED ... - - 1I2"WLLBOAR A t. DENSITY FIBERGLA55 4,_a FIN15H FLOO INSULATION(R-21) Hill 1111 2X10 JOISTS 16"O/G 9"FIBERGLASS(R-30) 3/4"T•& G PLY, 2Xb.WALLS - RAIL PER CODE GLUED AND NAILED P.T.DBL.2X6 SILL SOLID BLOCKING o r p W/FOAM SILL SEALER (3)1-3/4 X 41l4 LVL BM MID SPAN(TYP) - - '-• - PTDBL 2X6 SILL „ -�", ,, • _ 2X' RIMJ015T L�!i I 2X JOISTS ' r- W/FOAM SILL SEALER • - ^" I I - - . ;•� 2/2X6 PRESSURE - 9" FIBERGLASS TREATED.MUDSILL a INSULATION(R-30) SILL SEALER 1a-FNDN.WALL STAIRS CAST-IN-PLACE III Ire to RISERS @,-,/z' ANCHOR BOLT 'TREADS q" 3-1/2'LALLY COLUMN W/LALLY COLUMN GAP&BOTTOM GAP - '^ - CONCRETE WALL - 4"GONG.SLAB ♦ BALL SECTION + ' " o 3a'X 30"X 10"THICK FOOTING �ZH OF M,qs Scale: 1/2"=1'-0" 20"X 10"FOOTING TO 46' 12 N R �� cy AND & BONNIE MG SPIRITT The engineer's stamp o"�,tf�is�I�a�l�l�gl�atii�isthe structural design only and assumes that the foundation/footing bearing surface is o _ G GI,�TTI NO DESIGN - undisturbed,orproperly Compacted,non-organicsoil with a minimum bearing allowable of 3000 P5F and that all construction will be PHELAN JR. �', — 45 JOHNNY CAKE ROAD performed by qualified craftsmen in accordance with the 9th Edition of the Massachusetts building Code. All dimensions and elevations are vo STRUCTURAL ' 312 Choopee Row,Groton,MA 01450 CENTERVILLE, MA for design and deference purposes only and should be verified and approved by the Owner,contractor and framer. On site verification of NO. 42538 Realdentlal Deslgn Ser�tcea 9'IB-448-4548 o P MaureempWadinoDesign.com construction is likely required. It is the contractors or owners responsibility to employ Phelan Engineering to perform on site verification if poFc°G/STE�� �``' i �(, SECTION A-A 8/24/17 11/13/17 12/21/1-1 PAGE NO. required or desired. It is also the owner's or contractor's responsibility to assure that timely notification of the project progress is provided so FSS/ONALEN�'\ Z� ` �4"=�'-�" q/5/1 12/13/17 12/2-1/1-7 that adequate on site engineer presence is obtained. Liability is severely diminished if engineer on site verification is not performed. In 2. 10/17/17 12/15/17 2/2/16 addition,nothing in this statement relieves the contractor of his/her responsibility regarding the provisions of-180 GMR 101. 2/27/1 b 00 NOT SCALE DRAYNING5. ALL WORK TO BE DONE IN LUMBER STANDARDS:14'-a' 2X MEMBERS: #2 OR BETTER S-P-F CONFORMANCE PATH 180 CM 51.00 MASSACHUSETTS Fb=1000 P51 STATE BLDG CODE qTH EDITION. BUILDER TO VERIFY ALL- W11"AIR SPACE ABOVE E=1.3X1O,6 PSI RIDGE VENT 1 x LVL RIDGE BOARD " _ - DETAILS AND DIMENSIONS. THI5 PLAN 15 COPYRIGHTED BY - - - - - GIATTINO DE516N AND 15 PROVIDED FOR A ONETIME BUILD. 1b/=2bO260 0 P51 LVL MEMBERS: SHINGLES 8 UNDERLAYMENT Fb ALL BEARING POINT5TO HAVE CONTINUOUS BLOCKING _ 1/2"ZIP5HEATHING SYSTEM DOWN TO FOUNDATION. 1 T 2X10 RAFTER 5 @ 16"O/G E=1.9X10 b P51 2X6 @ 1e'o/c 12, Fv=285 P51 LATERAL SUPPORT 15 REQUIRED AT POINTS OF BEARING, ~. AND ALONG TOP EDGE OF BEAM. - } MULTIPLE MEMBERS TO BE FASTENED IN ACCORDANCE WITH', MANUFACTURER'S SPECIFICATIONS. IN5ULATION(R49 2X10 JOI5T5 @ 16"O!G r - 1X35TRAPPIN6 @ 16"O/C ALL BEARING POINTS TO HAVE 50LID-BLOCKING DOWN TO - 3 , b-M IL.POLY.VAPOR BARRIER kV FNDN. ALL JOINTS LAPPED AND TAPED _ 1/2"DRYWALL ;p - TYPICAL WALL: . - - - q"FIBERGLA55(R-30), SIDING PER SPEC.AIR INFILTRATION BARRIER ' LTTI 1170513 SHEATHING 2Xb STUDS @ 16"O!G 5 1/2-FIBERGLASS(R21)' - &-MIL.POLY.VAPOR BARRIER GLAZING: (R308) Q - _ - W/ALL JOINTS LAPPED&TAPED " - - FIRE-BLOCKING:(R302.11) RAFTERS TO SIT ON 2X6 BEARING PLATE 1/7'wALL FINISH- •Window glazing in each room to be 8%of floor area.(R303.1) W/3-1/2"RAFTER SEAT. SIMPSON H2.5 3/4 T8G PLY Vertically at ceiling and floor levels at structural intersections. Ventilation area for each room(window openings)to be 4R'o of floor f CLIPS INSTALLED IN BOTH ORIENTATIONS GLUED AND NAILED - area.(R303.1) - .-. In concealed Walls along the stair stringers and at the bottom and top EGRESS: (R311). 4 risers. _ 2X10 JOISTS @ 16"o/c Two means f egress located as remotely from each other as At openings around vents,pipes,ducts,.and wires at ceiling and floor practical. s of e 1 &s local) level,with approved materials to resist the free passage of flame and 5 1/2"FIBERGLAS5(R-21) products Of combustion. (3)1-3/4 x q-1n Emergency egress in sleeping room require a minimum area of 5.1 sq. .CHIMNEYS:(R1001) LVL BM(DRYWALL ft.or dh&sh= No structural framing members shall be within 2"of masonry chimney ' W�P) - „ 3.3 sq.ft.with a minimum opening of 24"X 20"in either direction. — s (R310.1.1 R310.1.2 8 R310.1.3) and b"of a rated metal chimney.(R1003.18,R1003.1q) .. All spaces between chimneys and floor and ceilings through which 5TAIR5: All stairs to be installed per section R311.1. chimneys pass shall be fire-blocked with non-combustible material Minimum Clear Headroom: 6'-8"(R311.1.2) MximumRiserHeight: 8.25" R311151 securely fastened in place. WALL CONSTRUCTION: (R601 and R602) Minimum Tread Width:q"(R311.1.5.2) Wail Bracing Requirements per section R602.10(bracing methods o The greatest riser height within any flight of stairs shall not exceed can be mixed or Simplified Wal Br 02.12. I Bracing per section Rb the smallest by more than 3/8 (R311.1.5.1) 9P Bracing Requirements based on wind speed per TableR602.10.3 1 q Handrails shall be provided on at least one side Of the stair.(R311.1.8) Bracing method--continuous sheathing(R54WSP)for exterior walls GUARDS:(R312)are required on all open sides of walking surfaces, per Table R602.10.4, Method GB for interior walls. 3/4"T&G PLY. a Including stairs,ramps,porches,balconies or floor surfaces located Intermittent bracing per Table R602.10.2. GLUED AND NAILED more than 30"above the floor or grade below. The guard must not be less than 36"In height(R312.1.2). A guard that serves as a Braced Wall Panel 602.1Const .6). Method for walls with large openings 2x10 Joisrs 16"OlG q"FIBERGLASS(R-30) :handrail shall have a height between 34"and 38".(R312.1.2) Guards . such as garages(R602101,R Shall not have openings that allow the passage of a 4 3/8"sphere,or a FRAMING:(R501,',R601,RI Am 101,R801 8 R901) b"sphere through the triangular opening at the side of the stair formed Girder spans and columns must meet requirements of R602.1 and P.T.DBL.2X6 SILL SOLID BLOCKING (3)1-3/4 X q-1/4 LVL BM Table R602.10)or R502.50). PT DBL 2Xb SILL b the riser,tread and bottom rail.(R312.1.3) AM SILL SEALER y wlFo E ER MI SPAN TYP Headers spans 8 number of jack studs required. Table R502.5 1 and w/FOAM slLl SEALER WINDOW FALL PROTECTION:(R312.2) P - � q ' R502.5(2)) • Where the top of a sill is located less than 24"above the finished floor EXTERIOR DECKS:{R501) and greater than 12"above the finished grade(or surface below)the ATTIC AGREES: Opening shall be no less than 22"x 30",for spaces operable window shall comply with R312.2. greater than 305F with an unobstructed headroom of 30".(R80T 1) FIRE PROTECTION:(R302) ROOF VENTILATION:(R801) 3-112,LALLY COLUMN"LALLY r Attached garages and carports(R309): . One square foot of clear ventilation is required for every 150 square COLUMN CAP s BASE Garage entry ways to the house must be rated for20 minutes and feet of attic area. c - labeled.(R302.5) Exterior Wind Wash Barrier is required to be installed where the " Not less than one layer of 5/8"Type-X board for separation of garage rafters and ceiling joists meet the top exterior wall plate. CRAWL SPADE(RAISED SLAB)BEYOND to house.(R302.6) 1 1 a'FNDN.WALL " .I Floor surface must be of an approved noncombustible surface. ENERGY EFFICIENCY:Chapter 11 m ` Floor 1) Building must meet or exceed the requirements of the 2015 IECC. 4"CONG.SLAB% Floor assemblies not using dimension lumber or structural composite o w lumber equal to or greater than 2"shall be protected.(R302.13) 20'X 10"FOOTING TO 46- 3a'X 30"X 10"THICK FOOTING e o jN OF The engineer's stamp on trlis suing quaTIi testhe structural design only and assumes that the foundation/footing bearing surface is ��°' "�ssy ANDREW& BONNIE MG 5PIRITT c GIATTINO DESIGN undisturbed,or properly compacted,non-organic soil with a minimum bearing allowable of 3000 P5F and that all construction will be o tiG 45 JOHNNY CAKE ROADPAU . performed b qualified craftsmen in accordance with the 9th Edition of the Massachusetts building Code. All dimensions and elevations are ELA J 312GHcop�Row,Groton,MA o145o GENTERVILLE, MA P y q g O PHELAN JR. � Residential Dedgn 5er,ices 916-448-2548 ' for design and reference purposes only and should be verified and approved by the Owner,contractor and framer. On site verification of STRUCTURAL MaumenOrvisitinovesign.com construction is like) required. It is the contractors or ownersres responsibility to employ Phelan Engineering to perform on site verification if No. 42538 y q P y P y g g P o A p SECTION B-B 8/24/11 11/13/11_ 12/21/11 PAGE NO. required or desired. It is also the owner's or contractor's responsibility to assure that timely notification of the project progress is provided so f'o �G �� �Q rr_ rr 9/5/11 � �s T E � �Z 1/4 —1 -0 12/13/11 12/21/11 p; that adequate on site engineer presence is obtained. Liability is severely diminished if engineer on site verification is not performed. In FSS/ONAL�NG�a� �,, 10/11/11 12/15/11 2/2/18 v addition,nothing in this statement relieves the contractor of his/her responsibility regarding the provisions of 180 GMR 101. 2/27/16 g LOCATION OF BULKHEAD, q DO NOT SCALE DRAWINGS. ALL WORK TO BE DONE IN SIZE BE DETERMINED 36'-0" CONFORMANCE V4TH160 GMR51.00 MASSACHUSETTS PER SI1TT E CONDITIONS STATE BLDG CODE qTH EDITION. BUILDER TO VERIFY ALL V-b" 3'-8 1/2" 5-3 1/2" 22'-b" _ DETAILS AND DIMENSIONS. THI5 PLAN 15 COPYRIGHTED BY CENTERLINE LOCATION GIATTINO DESIGN AND 15 PROVIDED FOR A ONE TIME BUILD. ELEV. Hl'-11"TOP OF FNDN WALL OF BASEMENT SASH r — — — — — — — — — — _ _ — _ — — — — — — — — — ALL BEARING POINTS TO HAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION ° FOUNDATION (R401): 0 F - - - "l f— - - - - - - - - - - - - - - - - - - - - -' - - - - - - - � I Geotechnical Evaluation of Soils: (R401.4.1) 4"TOP OF FNDN Concrete to be no less than 2500 P51 (Table R402.2) WALL ®DOOR GUT OUT - I n e I - Footings to be cast on undisturbed soil. (R403.1) -0„ I 1' - 3 „ = ' 1 I x No concrete to be poured with temperatures below 32 I 10 I I degrees. Form spreading ties to be broken off and filled with I I ELEVATION M 4 - I 1 hydraulic cement. _ I � � � TOP OF 4" SL1�tB I I Perimeter drains required. " RA15 ED SLAB I - I ELEV. H V-1" 10 W" FOUNDATION ALL (2500 P51 MIN.)ON 20"X 10" I I TOP OF 4" SLAB I d x. FOOTING(2500 P51 MIN.)AT 48" MINIMUM DEPTH BELOW GRADE;OR PER CODE. (b-7 HGT GLG) ' I I FOUNDATION WALL`REINFORGEMENT: (1)#4 BAR I s I 15"STEP UP ",, A 1. 1 0 WITHIN 12"OF THETOP OF THE FNDN WALL AND j I I N ° , (1)#4 BAR NEARTHE MID-HEIGHT OF THE WALL ' PER TABLE R404.1.1(3) I 5'_1„ T-3" 3'-1" q'-4" 10'-3" - I - 5 .• ,. RE (3)1-3/4 X q-1/4 LVL BM(OR I 1 ELEVATIONS G1VEN ASSUME DOUBLE PRE55U BEAM POCKET FOR TR ILLS W T ILL ALER. (3)1-3/4 X q-)/4 (3)1-3/4 X 16 FLUSH LVL BM. _ EATED 2X6 5 L I H FOAM 5 SE ANCHORS PER CODE. LVL.BM I FOR 1q'-1" CLEAR SPAN) I (3)1-3/4 X q-1/4 LVL BM b a - - - I- - - - _I— � '=I= - - - - - - - t — — . - - - - - � 1 °' 4" CONCRETE SLAB PERGODE. IN), 4"GARAGE IC14II Ii_ I I I - BEAM POCKET FOR —Y--m ` — (3)1-3/4 X q-1/4 LVL BM (I _ 3-1/2'%LALLY COLUMN W/LALLY : 5 f- I . PROVIDE ACCESS AND VENTILATION PER CODE. N AP BOTTOM M GOLU G & PLATE z - ELEV..'O'TOP OF 30"X 30" '-'PROVIDE 5UB-5LAB RADON VENTING SYSTEM. 4" X 10"THICK FOOTINGS ) I PERFORATED PVC PIPE LOOPED UNDER SLAB TO 1 I O 1 I GAP Pe STANDPIPE FOR FUTURE HOOK-UP. Io I I ,a I o v f UP I I y 1 1 I 1 >15 — — id 5TAI R R.O. _ I L - - - J L - - --- - - - - !- - -� — — — — — — — — - - - - - - - - - _ J - h {. ? o 7 yY a• A P _ ' Y h \CENTERLINELOGATION - - - - - - - - - - - - - - - . �- - = - -- - - = - '- - - - - - - - - - . • F •-W *.. - OF BASEMENT SASH ELEV. (+)1'-11"TOP OF FNDN ALL B A �Alt- PLSN OF 41,q The engineer's stamp on this drawing qN615 the structural design only and assumes th he foundation/footing bearing surface Is o�� gcti ANDREW&BONNIE MG 5PIRITT undisturbed,orproperly compacted,non-organic soil with a minimum bearing allowable of 3000 P5F and that all construction will be �� PAUL A. Gm GIAtTTI NO DESIGN 45 JOHNNY CAKE ROAD PHELAN JR- 312GHcopee Rau,Groton,MA 01450 CENTERVILLE, MA performed by qualified craftsmen in accordance with the 9th Edition of the Massachusetts building Code. All dimensions and elevations are Uo STRUCTURAL —' NO. 42538 Residential Design 5ery ces 978J148-2548 for design and reference purposes only and should be verified and approved by the Owner,contractor and framer. On site verification of ' !(� Maureen Gia@Inooes n.con, construction is likely required. It is the contractors or owners responsibility to employ Phelan Engineering to perform on site verification If �6G, /� t FOUNDATION PLAN 8/24/11 11/13/11 12/21/11 PAGE No. required or desired. It Is also the owner's or contractor's responslb(lityto assure that timely notification of the project progress(s provided so �P�cs �STER � �ti '-0" q/5/11 12/13/11 12/21/1'1 that adequate on site engineer presence is obtained. Liability(s severely diminished if engineer on site verification is not performed. In S/ONALEN �j 10/17/11 12/15/11 2/2/18 addition,nothing in this statement relieves the contractor of his/her responsibility regarding the provisions of'180 GMR'101. 2/21/18 Fou ndation Certilfication in Barnstable MA - Address ' 45 JOH,NNY--CAKE•,:R b Prepared For ANDREW MCSPIRITT Assessor's Map; 210 Lot: 026 Baxter {Nye Engineering & Surveying Community Panel Number 250001 0561 J Registered Professional Plan Reference: PLAN BOOK 126 PAGE"103 Engineers and `Land Surveyors Deed Reference: DEED BOOK 28892 PAGE 244 78 North Street, 3rd. Floor SPECIAL PERMIT # 2018-006 Hyannis, MA 02601' Phone — (508) 771-7502 fax (508)-771-7622 Owner: ANDREW_ & "BONNIE MCSPIRITT Job Number. _ 2017-095 SCpl2 1" 20' Qete. 3-21-2018 � . CB cn Xoo . c w -N/F THOMAS BERNARDO DEED BK. 22926 PG. 64 011 1 C1 a tom, MAP 210 LOT 012 DA to AD CB/DISC LOT AREA=9,068t SF MAP 210, LOT 626. ry� .0.. cry NEW FOUNDATION N v LOCATED 3-19-18 I S3 �3• S 4 `°S >> CB/DISC N/F DOUGLAS ROCKWELL S• A• ^� / DEED BK. 5843 P.G. 273 CO' MAP 210 LOT 026 /4q 4P % . CY C DEPT APR 1.8 2018 TOWN , OF BARNSIASL Notes: 1. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS,,SITE THERE MAY BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY,A TITLE SEARCH SHALL BE PERFORMED BY'OTHERS AND SUPPLIED TO BAXTER NYE-ENGINEERING & SURVEYING. 2. THE PROPERTY LINE,INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM ANON THE GROUND FIELD SURVEY PERFORMED BY. BAXTER NYE ENGINEERING & SURVEYING ON MARCH 19, 2018. I CERTIFY THAT TO'THE'BEST OF MY KNOWLEDGE THE,EXISIING STRUCTURES SHOWN HEREON IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS:.NOT LOCATED WITHIN 'A SPECIAL FLOOD HAZARD AREA. y�pF ARM4 G' THIS PLAN IS NOT TO BE RECORDED NOR IS-IT TO. BE USED TO ESTABLISH PROPERTY`LINES. SHAKE M. i14 a346Wy T A/ REGISTERED PROFESSIONAL LAND SURVEYOR .- BAXTER NYE ENGINEERING & SURVEYING DATE su D:\2017\2017-095\SU"RVEY\PLOT\2017-095 FC.dwg,3/28/2018 1:05:17 PM,Muebeam PDF - - I BAXTER NYE DEVELOPED LoT PROTECTION - DEMOLITION - ENOTNEERINGSURVEYING AND REBUILDING ON NON-CONFORMING LOT 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, REQUIREMENTS, AND SPECIFICATIONS. //�� AyQ� QCISTING PROPOSED 2. DEMOLISH/REMOVE ALL EXISTING STRUCTURES, FOUNDATIONS, CONCRETE PADS, FENCES AND B) VO��(( TER NYE APPURTENANT ITEMS UNLESS OTHERWISE NOTED TO SAVE, SALVAGE OR RESET. LOT COVERAGE: 1,813.E SF (20t) 1334 SF (14.79L)do (13.57L) ENGINEERING & (HOUSE, DECK SHED) (HOUSE, DECK & SHED) ' 5. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION. FLOOR AREA RATIO: 2.720.4 SF (30z) 1332 SF (14.7A) 2712 SF (29.97L) SURVEYING BUILDING HEIGHT: 2-1/2 STORIES OR 30 FT 2 STORIES 2 STORIES CONTIGUOUS UPLAND AREA OF THIS PARCEL: 9,068 Square Feet / Registered Professional Engineers and Land Surveyors 78 North Street — 3rd Floor \ Hyannis, Massachusetts 02601 \ B BENCHMARK: Phone — (508) 771—7502 DRAIN MANHOLE Fax — 508 771—7622 RIM EL-48.44 FEET \ www.boxter—ny.com \ 0 y STAMP STEPHEN ALLYN WhLsON No.30216 � FGISTER� k`<Q N/F THOMAS BERNARDO oF`�SfONAL���\ DEED BK. 22926 PG. 64 17 /2'>f t MAP 210 LOT 012 ti ,L Q�'G \ / PAVED DRIVEWAY fLEWAY s' ' ! / 7 4�, \ / oo• F\ DW EL 51.58 FEET CONSULTANT LI POST ` G, \; \ CB/DISC TREE �'" �.. STUMP `� ,., 0 \ � \ APPROXIMATE LOCATION? TREE � G EXISTING SEPTI S/ STUMP SYSTEM (TO BE RE—USE^, \\\ c \ CONSULTANT G G G Q, PREPARED FOR : 0 DE \ / Andrew McSpiritt N/F THOMAS & CATHERINE 11427 <j C) �,�'IHRESHOLD 3eo �� \ 215 High Range Road MC ELEV=52.4 o DEED BK. 11427 PG. 174 ~, lIi 52 Londonderry, NH 03053 MAP 210 LOT 013 SHED IvAETER � �4-5 ,o C% REMOVED {�'� t7.,+ AND LINE EXISTING A ��p / CAPPED DWELLING �1r oiv I o / PROPOSED 3-BEDROOM o DWEWNG TO REPLACE EXISTING FF ELEV=52.4' on LOT AREA=9,068t SF I 5 DECK MAP 210, LOT 026 AFTERE,E v> T-R �; I o PROJECT TITLE REMOVED DECO ,y 0 45 Johnny Cake Road Centerville, MA N/F DOUGLAS ROCKWELL CO€dC. AREA DEED BK. 5843 PG. 273 "AD PAVERS / MAP 210 LOT 026 �. p / o O o� /,/' Q NO BY DATE DESCRIPTION UTILITY / SHEET TITLE POLE Proposed Site Plan Q" SHEET NO QP C2mO DATE : DECEMBER 27 , 2017 (zt 10 0 10 20 SCALE : 1 " = 10' ®� DRAWN BY:JKL CHECKED BY:SMM JOB NO:2017-095 FILE:2017-095 DM 0.\2017\2017-095\CML\PLOT\2017-095 DM.dwg,12/27/2017 8:5412 AM,1:1 ---------- ---------- -------------- ------ ----....... -------- ------ BAXTER NYE DEVELOPED LOT MTEC" - DEMOUTON N 6 1\F'r,10 N(i & V V Yi N AND REBUILDING ON NM-OWMM LOT 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, REQUIREMENTS, AND SPECIFICATIONS. ALLOWED E)USTING 2. DEMOUSH/REMOVE ALL EXISTING STRUCTURES, FOUNDATIONS, CONCRETE PADS. FENCES AND 1334 SF(14.7%) 1224 SF(1 BARTER NYE APPURTENANT ITEMS UNLESS OTHERWISE NOTED TO SAVE, SALVAGE OR RESET. LOT COVERAGE. 1,813.6 SF(20%) 15%) (HOUSE.DECK &SHED) (HOUSE DECK&SHED) 5. DIMENSIONS SHOWN ME TO OUTSIDE FACE Of FOUNDATION. ENGINEERING & FLOOR AREA RATIO, 2,720.4 SF(30%) 1332 SF(14x7X) 2712 SF(29.970 BUILOM HEIGHT.' 2-1/2 STORIES OR 30 FT 2 STORIES 2 STORIES SURVEYING CONTIGUOUS UPLAND AREA OF THIS PARCEL' 9.068 Square Feet Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (508) 771-7502 DRAIN MANHOLE RIM .44 FEET Fox - (508) 771-7622 www.baxter-nye.com 'V X S AMP I. h STEPHEN ALLYN MLSON *41% 4. N/f THOMA', f3FRNAId, c DEFI) Bo< ?2926 P(. k-A L MAP .1(^ e 1-.V 0 4��N6- PAVED O" �\ 2Y! I L"l 01 DRIVEWAY I OONCRM BMIND BRI3 DISK EL-51M FEET �46 CONSULTANT ( 0 LIGH pos r CB/DISC TREE "-��STUMP TREE STUMP CONSULTANT > ITI 0 PREPARED FOR: 1., 44 DECr.,'- 41 Andrew McSpirift MON. AT, `��ob" 215 High Range Road N/F THOMAS CATHERINE RESHOLD .0 MCCLEARN ELEV=52.4 Londonderry, NH 03053 CIEF-D Bl�. 71427 PG. 174 MAP'210 i.07 013 SHED #45 ExfSTING DWELLING 14 -BEDROOM X PROPOSED 3 DWELLING TO REPLACE EXISTING FF ELEV-52.4! / `\ DECK L01 AREA=9,068± SF MAP 210, LOT 026 PROJECT TITLE 45 Johnny Cake Road Centerville MA--1 41 ca 4 m N/F DOUGLAS ROCKWELL A DEED BY. 5843 PG, 273 MAP 210 LOT 026 G) T' by 4P. x/.' IN /* �5 10 4(ZI DATE DESCRIPTION N To—sy-I UTILITY- 0 SHEET TITLE POLE cj Proposed Site Plan SHEET NO C2n O DATE: DECEMBER 27, 2017 10 0 '10 20 SCALE: 1 "=10' CYi DRAWN BY:JKL CHECKED BY:SMM JJOB NO:2017-095 FILE*2017-096 DM i4V17-O95\CML\PLOT\2017-09S DM.dwg,12/27/2017 8:54-.12 AK 1.1 -M A,"A;Zi, p T yPEA' GENERAL NOTES BAXTER NYE / 1. THE NNiENT OF it11S PLAN IS lO oErAa.oasnNc SITE CorromoNs AT Logs. ENGINEERING & / 2. LOWS AREA IS COMPRISED OF SURVEYING / PER CURRENT ASSESSWS RECORDS / OWNER:BONNIE J AND ANIDREW J McSPIRfR, / TRUSTEES OF McSPIRITT 2015 TRUST Registered Professional Engineers DEED BOOK 28B92 PAGE 244 and Land Surveyors RECORD PLAN BOOK 126 PAGE 103, LOT 20 ASSESSORS MAP 210 PARCEL.Lrts 78 North Street — 3rd Floor \ Hyannis, Massachusetts 02601 3. PROJECT BENCHMARK:AS SHOWN ON THIS PLAN (NAVD 88) BENCHMARK: \ 4. ZONING WFORIIATM. Phone — (508) 771-7502 DRAIN MANHOLE RIM EL-4&44 r \ \ ZONING DISTRICT: RDI Fax — (508) 771-7622 � CURRENT MMN IUMI ZONING REQUIREMENTS. www.boxter—nye.com \ \ MIN. LOT AMA=43,560 SF MIN. LOT FRONTAGE=20' MITI. LOT WIDTH- 125- \ MA 30' SIDE_ 10'REAR toMAXIMUMBUILDING HEk 3o' = M F \ no 5. A TITLE SEARCH WAS NOr BEEN PERFORMED FOR THIS SITE THERE MAY BE RIGHTS BY OTHERS,EASEMENI, TAKINGS,MORTGACES MIT OF WAYS ETC. NOT DEPIM IF DETERMINED TO BE NECESSARY,A TITLE SEARCH SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE \ ENgNEERNNG A SURVE171V. STAMP STAMP `4 G' 1 6. THE PROPERTY LINE WFORMNTION SHOWN iS BASED ON CURRENT AiNYLABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS THE EXISTMHG FEATURES / SNKHVN HEREON WERE OBTAINED FROM AN ON THE GROUP FIELD SURVEY C, PERFORM BY BARTER NYE ENGINEERING&SURVEYWG ON NOVEMIBER 15,2017. N/F THOMAS BERNARDO 7. OOMAKIN TY PAM!NUMBER: 250001C 0561 J PAVED \ T1HE FLOOD NSILWNCE RATE MAP DEFMIES THiS AREA AS 2(XNE X DEED BK. 22926 PG. 6+ 1 MAP 210 LOT 012 0 ,�C+-?' DRIVEWAY SC \ ISM eaawm & ENVIROMIAL 9 J °D F OW EL-51.58 FEET PER MASS l4S OLIVER AS OF 11/30/17: w \ / c \ `�`' \ SITE DOES NOT APPEAR TO BE 1WTHlN!AN A.0 E G (AREA OF cR►TICu ENVIRONMENTAL CONCERNIJ CONSULTANT �y T LIGH . \ SRE DOES NOT APPEAR TO BE WITHIN AN AREA OF ESTIMAItD HABITAT OF RARE WILDLIFE AS '� POST MAPPED ON MASS CIS OUYER PER NMESP'ESTIMATED HABITATS OF RARE WILDLIFE'FOR USE WITH C.` CB/DISC THE MA NETLANDS PROTECTION ACT REGULATIONS(310 CUR 10).' TREE \ • SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS CXS OLIVER STUMP � C \ � PER KNEW'CERTIFIED VERNAL POOLS.' APPROXIMATE LOCATION + TREE S;> STUMP F SiTE DOES NOT APPEAR TO LE IWTFNN A PRIORITY HABITAT AS MAPPED ON MASS QS CXIVER PER EXISTING SEPTIC \ \° NHESP'PRIORITY HABITATS OF RARE SPECIES'FOR SPECIES UNDER THE MASSAC HUSETTS \ SYSTEM {TO BE RE-USED) +i i .. ` G•, Jf' C \ ENDANGERED SPECIES ACT,REGULATIONS(321 CMR 10� CONSULTANT \\ r O • SITE DOES NOT APPEAR TO BE WITHIN A STATE APPROVED ZONE I GXIOUNDWATER RECHARGE PROIECiIOM AREA. SITE APPFJiRS TO BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY(BARNSTAL9LE ! f ' B.O.H.REG.360-45} r B• O r.... O�� 9. UTILITYRMATION SHOWN HEREIN: PREPARED FOR: r+ o THE CONTRACTOR SHALL CONTACT M SAFE(AT 1-888-DIG-SAM AND UTLITY COMWANIES TO \ "7 'u %y �' \ LOCATE THE LOCATION OF ALL EXISTING UTI ITIE5 AT LEAST 72 HOURS PRIOR 10 THE START OF Andrew McSpir•ttt CONSTRUCTION. EXISTING MOUND WFRASTRUCNR; UA MA CONDIXTS AND LINES ARE N/F THOMAs CATHERINE p THRESHOLD \ �� SHOWN AN APPROXIMATE WAY ONLY,MAY NOT BE LAMTD THOSEBIOTIN HEREIN AND HAVE 215 High Range Road MCCLEARN ELEV-524 _ .-. _ ` O BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR DEED SK. 11427 PG. 174 ;,` \ AGREES To LE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY Londonderry, NH 03053 MAP 210 LOT 013. SHED ME1LT: r \ / THE CONTRACDORS FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTL.IflES EXACTLY. IF FIELD REMOVED UNEEXISTING �\ r o� , y1 CONDITIONS lMffER FROM PLAN INFORMATION, iHIE CONTRACTOR SHALL NOTIFY THE ENGINEER / CAPPED DWELLINGor IMMEDIATELY FOR POSSIBLE REDESkN / ro -�' • SOURCE INFORMATiON FROM PLANS HAS LEEK COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO ' s ,,r DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EGCAVATION, THE EXACT aLOCATO OF UNDERGROUND iFEA7URES CANNOT BE ACCURATELY LOT AREA=9,068t SF � r ,� O rop,�� Dl7'K:IED. WHERE 1NAt.[X110 OR MORE DETAILEDflNFCRM1AT10N IS REQUIREtH,YTFHE CLIENT IS ADVISED MAP 210, LOT 026 METER n} THAT EXCAVARON MAY LE NECESSARY. PROJECT TITLE REMOVED ^i DECK S UTRITIES NOTED HEREON AS"COMPILED"OMPIED"ARE SHOWN BASED CW SOURCE WFORMA7IOIN ORECORD PLANTS OBTAINED FROM UTILITY COMPANIES AND OR MUNiCPALITIES LOCATIONS OF ( / 45 Johnny Cake Road -- o 'COMPILED'UTR.ITIES SHOW ARE TO BE CONSIDERED APPROXIMATE ONLY. y - EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM SEPTIC SYSTEM INSPECTION REPORT FLIED Centerville, MA 0 WINTHE TOWOF BARNSTABLE:BOARD OF HEALTH. TOWN WATER SERVICE SHOWN ON THIS PLANT FROM WATER DEPARTMENT SKETCH C-3190-K _ �A DATED 07125166. DEED 5843 OUGLAS PG 22773 .� AD PAVER / / �ti. • GAS SERVCE SHOW ON PLAN PER NATKWAL GRiD PLAT SN2710 MAP 210 LOT 026 S `:i' p , • ELECTRIC LINE SHOWN ON THIS PLAN WAS FIELD LOCATED INM7WG OVERHEAD SERVICE FROM % UXITY POUF NEAR SOUTH EAST CORNER OF PROPERTY ON 11-15-17. C;e 0 � i O � O BY DATE DESCRIPTION UTIUTY / z SHEET TITLE POLE / Existing Conditions Plan / SHEET NO Cl A) / DATE DECEMBER 22, 2017 10 0 10 20 y� SCALE: 1 "=10'p� DRAWN BY:JMC CHECKED BY:SMM JOB NO:2017-095 FIL.E:2017-095 EC 0:\'017\2017-095\CML\PLOT\2017.095 EC.dw%12/27/2017 1:16.35 PM.11 it77 - � :.:. , ..� -- .----,� .•^�-'r - .. N ,D5C" ;G P' .. 6 jO N -N-� C..,/ K: v L.,-F RF VA .04 kK �4 el s ., - 4 jf . : . c-. - x Y .Vh^�}� .f. i j+�.�w.�kk}.�.�� ,7`✓. � f+{ � 't �. r��:. .,wry, ,v��; . .. .. . ... ....... _ ' � `'� �•"x"�� �, r,i`� .P"'. l_"� , �� � :ice'• i' i;