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Home My WebLink About0020 WILLOW RUN DRIVE k . .. V y j k Town of Barnstable e"�d on,rJio: b.a.n�d,..�.tp.his..,�C•aryd;Mtis�u sei be Keat �� ..'. Building tT t'los, ite Permit M. Permit NO. B-19-1672 Applicant Name: RetroFit Insulation Approvals Date Issued: 05/22/2019 Current Use: Structure Permit Type: Building-Insulation-.Residential Expiration Date: 11/22/2019 Foundation: Location: 20 WILLOW RUN DRIVE,CENTERVILLE, Map/Lot 210 071 Zoning District: SPLIT Sheathing: Owner on Record: BUTLER,MARYANN&CHRISTOPHER Li < � C�ntracto�r Name~ RETROFIT INSULATION INC. Framing: 1 Address: 20 WILLOW RUN DRIVE _ Contractor License A160461 2 " 46 CENTERVILLE, MA 02632 Est Pro�ectCost: $5,430.00 Chimney: Description: Install 2" rigid board to kneewall,Air Sealing, Door Kts�&Sweeps, Permit Fee: $85.00 10 nil poly over open ground in crawlspace, Install R=21c[osed cell Insulation:Paid spray foam insulation to crawlspace perimeter wall Fee $85.00 ®mate ' 5/22/2019 Final: Project Review Req: ` - '1 Z �' Plumbing/Gas - Rough Plumbing: u`... U' 3Building 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. All work authorized by this permit shall conform to the approved application and th6lapproved construction document',g for which this permit has been granted. Rough Gas: , �� All construction,alterations and changes of use of any building and structures;shall be incompliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street orroad and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same z Electrical ' �� The Certificate of Occupancy will not be issued until all applicable signatures byxthe Building andFire Officials are providetl on thi5;permit. Minimum of Five Call Inspections Required for All Construction Work: "A Service: 1.Foundation or Footing _ Rough: 2.Sheathing Inspection ,, 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Ir 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy • ,• Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT AGRI BALANCE@ 0o Company Name CAPE COD INSULATION Phone Number 1-800-696-6611 Keith Dacey Installation Date 11-02-2017 z 20 Willow Run,Centerville PA86001691 lobsite Address A-Side Lot Ws Permit Number B-Side Lot Ws P3245016617 VSM MUM 0-0 9,, sR-40 320 square feet Cathedral Blazelok TBX Base 27 mils wet 13 coifs dry www.Demilec.com1GViStUV J , AL c8 DEMILEC Town of Barnstable Building Department Services Brian Florence,CBO 114AIMn11u, + Building Commissioner maw. 639, �� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# FEE: $35.00 E3U1LD1 1G J!)eP-t" AUG 2 7 2018 SHED REGISTRATION RESIDENTIAL ONLY TOWN OF BAB=NS T�[3Lt 200 square feet or less R, 'D fL Location of shed(address) Village vr,o�'perty owner's name Telephone number Size of Shed Map/Parcel# pp C E-Mail 1123- Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must Me with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:304:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN' Q-forms-shedreg REV:08/6/17 • ,� ri? VIKING CONSTRUCTION CORPO. 27 M.ICISTONE':NtA'Y.: CENTERYILLE.-MASSACHUSETTS 02632.- (617)- .771.237.6 - 97 _ ,s t 1 f wa M c e as�e413 vf> to t- l i I t :;64�. . r .�� 13 Town of Barnstable uildin g • �Post�TKis"Ca`r.` o`"=T�h`�at%at�is;U�sible From,t e�treet. A ""roved�Plans Must be Retained on Job andh�s,�Card Mustbe tCe t 40 6 � ,, E -- - naf=ln"s" ectiori Has:"iaeen°Made .; `" f �s Posted Until F e p �� y3 s 'ficate=af�Occu an`c `ts Re u�redsuCh„Bu�ldm shall Not_be Occu ied.until a Fihat. ns echo has been made. _ Permit 1 Where a Certi Permit No. B-17-2833 Applicant Name: EJ JAXTIMER, BUILDER, INC. Approvals Date issued: 08/31/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 02/28/2018 Foundation• plc /,O o3. Location: 20 WILLOW RUN DRIVE,CENTERVILLE Map/Lot: 210 071 Zoning District: SPLIT Sheathing: Ito� Jemcx a Owner on Record: BUTLER,CHRISTOPHER L TR Contractor Name E 11AXTIMER, BUILDER, INC; framing: Address: 33 TETON DRIVE ;" �Co�ntracfor License 110609 2 PLUM,PA 15239 Est Project Cost: $50,000.00 Chimney: Description: Construct Sunroom addition at existing house Y Permit Fee: $305.00 Irisulation�„ �TQll� ` Reviewer's Note:14'6"x 17'6" .Additional smoke detector may be Femme Paid; $305.00 Final: required. RMCK e 01 Dat 8/31/2 7 Project Review Req: Construct Sunroorri addition.at existingI�house Plumbing/Gas � Rough Plumbing: All Reviewer's Note:14'6"x 17'6".Additional smoke detector ma. be required. RMCK Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work alithonzed'14 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#or which this permit has been granted. Al All construction,alterations and changes of use of any building and structureslsha I&in compliance with the local zonip laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for�D' liclinspection 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 Buildingand Fir Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work - } 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation Low Voltage final: 7.Final Inspection before Occupancy 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 MGLc.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 PERMIT APPLICATION - -aMap 2-i d Parcel -1 I Application # � U Health Division F Date Issued 498 3< f 7 I� Conservation Division Application Fee nn� Planning Dept. Permit Fee �V✓ ' Date Definitive Plan Approved by Planning Board E ��G Historic - OKH _ Preservation/ Hyannis Project Street Address Z� Lk imo t,1 uy- �r=►�e Village CZV164►11 i1? Owner er- Address Z0 1,v,11ow �w. 17r. . �r�rcr✓�Ilt. Telephone I Permit Request 6 rvcL 5W�ft�ow" C' C-1 1w• CJ' hoes c Square feet: 1 st floor: existing kgqproposed 7-5L1 2nd floor: existing 605 proposed "` Total new 7 5ti Zoning District Sr�jT J-I ; RC Flood Plain - Groundwater Overlay - Project Valuation 50,00v Construction Type Lvoo_ e Lot Size .55 ,Gres Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 4 Two Family ❑ Multi-Family (# units). Age of Existing Structure 51 vas Historic Houser ❑Yes 4 No On Old King's Highway: ❑Yes No Basement Type: M Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) — Basement Unfihi§bed,Area (sq.ft) `12t) Number of Baths: Full: existing Z- new - Hall existing 01 47 new Number of Bedrooms: `'� existing - new ),0 C),c � Total Room Count (not including baths): existing new I `4First�Floor Room Count Heat Type and Fuel: ❑ Gas A Oil ❑ Electric ❑Other 1'46' Central Air: ❑Yes 4 No Fireplaces: Existing Z New Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:-4 existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 'Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use -Cods, Proposed Use S►r%51r- APPLICANT INFORMATION ------- -- -- — - _ (BUILDER OR HOMEOWNER) Name- 1-�i n,cr go I��-,"C_ Telephone Number (t;709) 49 Address Ll S Re,5 .nNy Layl c License # w ;►� AM Home Improvement Contractor# Email_, lCX�'mr-r. Goner Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �e� �"rznsFc�--�c;1jr, AA SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL J PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL FINAL BUILDING e DATE CLOSED OUT ASSOCIATION PLAN NO. REScheck Software Version 4.6.3 Compliance Certificate Project New Sunroom Addition Energy Code: 2015 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 FIDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 20 Willow Run Christopher Butler EJ.Jaxtimer Centerville, MA 02632 33 Teton Drive EJ Jaxtimer Builder Plum, PA 15239 48 Rosary Lane Hyannis, MA 02601 508-778-4911 Compliance: 3.1%Better Than Code Maximum UA: 64 Your UA: 62 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 252 30.0 0.0 0.033 8 Ceiling 1:Cathedral Ceiling 316 38.0 0.0 0.027 9 Wall 1:Wood Frame, 16"D.C. 288 21.0 0.0 0.057 10 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 120 0.290 35 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. Keith Presswood VP ?�-ejswoop( 08-15-2017 Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 18 Reardon Circle South Yarmouth, Ma. 02664` 800-696-6611 # 700393 " I Project Title: New Sunroom Addition Report date: 08/15/17 Data filename:\\bruins4\PROFILES\kpresswood\My Documents\# 700393.rck Page 1 of 9 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 35.0% 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. 5ect�an � �� Fld�is Venfie� Fiele9 Seri#ietl21 �siASSNf tlob52 51 rr 103.1, Construction drawings and , ❑Complies Requirement will be met. 103.2 documentation demonstrate }>y '" '' r'f��, ��, ��,u �e� ,�:a �� ,;,,"",�❑Does Not (PR1)i energy code compliance for the �; spa " �� ,,�,�� '' building envelope.Thermal ❑Not Observable envelope represented on •❑Not Applicable construction documents. s Ty z rva fry^ 103.1, :Construction drawings and ``° ECompl.ies 103.2, :documentation demonstrate []Does Not 403.7 energy code compliance for [PR3)1 lighting and mechanical systems � � ` ' ❑Not Observable - Systems serving multiple 4 s^ ❑Not Applicable :dwelling units must demonstrate .compliance with the IECC ;Commercial Provisions. Ur1 :Heating and cooling equipment is Heating: Heating: ❑Complies 03 7 sized per RCCA Manual S based Btu/hr Btu/hr ;❑Does Not ��R2}2 on loads calculated per RCCA Cooling: : Cooling: Manual J or other methods ;❑Not Observable approved by the code official. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: ---------- - 1 Hi h Im act'g p (Tier 1) �Medium Impact(Tier 2) mpact(Tier 3) Project Title: New Sunroom Addition Report date: 08/15/17 Data filename:\\bruins4\PROFILES\kpresswood\My Documents\# 700393.rck Page 2 of 9 I 3 . ". L`YCu lek Set orr r Fourtdatrn�alp�ctrd C �s16 ( Co mers Ass Rex . �-�� 313 1 A protective covering is installed to ❑Complies :Exception: Requirement is not applicable. ) 071 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ' []Not Observable: F grade. ❑Not Applicable A93 9 Snow-and ice melting system controls ❑Complies 4'fQ12 installed. ❑Does Not ❑Not Observable ONot Applicable Additional Comments/Assumptions: ------------------------ -- ------ - --- -- ---------- 1 High Impact(Tier 1) Medium Impact(Tier 2) I� Low Impact(Tier 3) Project-Title: New Sunroom Addition Report date: 08/15/17 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\# 700393.rck Page 3 of 9 ' 1+� F �f�ed FIF�lP $#iedm Fier ` Co7]ri] ifi Ass # Ftaertirf�J�iagh Ixr 9risttrrt�re z teas 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.6, ❑Not Observable ❑Not A li cab e 402.5 pp [FR211 303.1.3 U factors of fenestration products ❑Complies Requirement will be met. [FR4]1 :are determined in accordance � 5 r f ` Does Not_ a with the NFRC test procedure or ❑Not Observable :taken from the default table. F ; ❑Not Applicable 402.3.5 Fenestration in thermally isolated U-_ U• ;❑Complies [FR8]1 :sunrooms in Climate Zones 2-8 El Isolated ❑ Isolated ❑Does Not } have maximum U 0.45. Not Isolated ❑ Not Isolated ❑Not Observable ❑Not Applicable 402.3.5 ;Skylights in thermally isolated U-_ U- ❑Complies [FR9]1 sunrooms in Climate Zones 2-8 Isolated ❑ Isolated :❑Does Not :have a maximum skylight U- Not Isolated Not Isolated 'factor of 0.70.All other sunroom ;❑Not Observable .skylights must meet code ❑Not Applicable requirements. 402.4.1.1 :Air barrier and thermal barrier r5 ElComplies 'Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 ;is listed and labeled as meeting r Does Not AAMA/WDMA/CSA 101/1.5.2/A440 or has infiltration rates per NFRC ]Not Observable 400 that do not exceed code ❑Not Applicable :limits. 40Z45-; IC-rated recessed lighting fixtures OComplies Requirement will be met. FR1�zF :sealed at housing/interior finish '? 3 �i ' �� ❑Does Not and labeled to indicate s2.0 cfm " leakage at 75 Pa. to ❑Not Observable ❑Not Applicable 403.2.1 'Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑goes Not >= 3 inches in diameter and >= n•. iR-6 where< 3 inches.Supply andr 5" J� `" ❑Not Observable BAr..4. >>2. return ducts in other portions of ;, ❑Not Applicable :the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 'for< 3 inches in diameter. 4"0 ,9. 3 5RBuilding cavities are not used as ❑Com lies tFR1 ,3 ducts or plenums. ' ❑ p Does Not . ❑Not Observable N c ❑Not Applicable �I73^rd HVAC piping conveying fluids'- R-_ R- ;❑Complies ] R ?�+ :above 105°F or chilled fluids ❑Does Not below 55 QF are insulated to>_R- 3. ;❑Not Observable ❑Not Applicable 403.4.1 'Protection of insulation on HVAC ❑Complies [FR24]1 :piping, ❑Does Not .�F�S ❑Not Observable ❑Not Applicable - ----- ---------- _ ----- --------------------------- -- --------- 1 High Impact(Tilerer 1) 2_;Medium Impact(Tier 2) � �Low Impact(Tier 3) Project Title: New Sunroom Addition Report date: 08/15/17 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\# 700393.rck Page 4 of 9 g��`�`#`�"- #Frari�ing,�R gtr�tr►�Ihsp¢�!o` � Plans ie��fae�d �_��,al�d Vr�f�ed ,,`.��arript�e"�� c+brr9tn �sts��ssum�ro�is Re D Y �d uq U�yUe .B . k 3 ;Hot water pipes are insulated to R-_ R- ❑Complies €i283zA ?R-3. ❑Does Not b. ❑Not Observable EINot Applicable a :Automatic or gravity dampers are'. ❑Complies Requirement will be met. ft19�7 �installed on all outdoor air �' k "x ❑Does Not q intakes and exhausts. dam^ ❑Not Observable ` ❑Not Applicable Additional Comments/Assumptions: 1 iHigh Impact(Tier 1) jMedium Impact(Tier 2) � �Low Impact(Tier 3) Project Title: New Sunroom Addition Report date: 08/15/17 Data filename:\\bruins4\PROFILES\kpresswood\My Documents\# 700393.rck Page 5 of 9 3ectlOn x t � ^ z Pld�f EklI@E� n�1Q1�38F1 9 3 �sa # insuatresi�3nspetBc Uaa�s �' mpiiss � �mmsJassu�nptvn ..._. K. �• A3 1 All installed insulation is labeled ❑Complies Requirement will be met. �, ItU1372 or the installed R-values , ❑Does Not provided. ❑Not Observable ---------------- 3 ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- l❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel UNot Observable ❑Not Applicable 303.2, Floor insulation installed per P n> ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and yaw , ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor,or floor ❑Not Observable :framing cavity insulation is in []Not Applicable :contact with the top side off ;sheathing,or continuous insulation is installed on the �£ y underside of floor framing and extends from the bottom to the :top of all perimeter floor framing :members. 402.1.1, Wall insulation R-value. If this is a R- R- ElComplies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 :exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 'Wall insulation is installed per �� '� ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable Sant:❑Not Applicable 303.2 Sunroom wall insulation installeds ❑ComP lies [IN9] per manufacturer's Instructions. r7$ aszFzx a❑Does Not .sm ❑Not Observable ❑Not Applicable --------------------------------------------- - -------------------- — -------------------------------------------------------------------------------- g ' ❑Complies 303.2 Sunroom ceiling insulation is rh ��t 5 h3 x [IN11]1 installed per manufacturer's ,� �{ ��;�' ❑Does Not instructions. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: --- -------------------------------------- ----- ------------------------------------- - -------------------------------- 1!High Impact(Tier 1) 2 Medium Impact(Tier 2) �3 Low Impact(Tier 3) Project Title: New Sunroom Addition Report date: 08/15/17 Data filename: \\bruins4\PROFILES\kpresswood\My Documents\# 700393.rck Page 6 of 9 a # Final Inspection Rrnvrs�nrts � a � � Compl�e57 � Comrbents/Assurnptrons 402.1.1, Ceiling insulation R-value. R- R- !❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel !(-]Not Observable i [FI1]1 ❑Not Applicable --------------------------------—--------—------------ --------------------- ,kS+A d ra s kk ------------------------------ --------------------------------------------------------- 303.1.1.1, :Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ;3 �M tia � .' ?� .r rI❑Does Not [F12]1 Blown insulation marked every 300 ft2. Not Observable ' ❑Not Applicable 4Q2 3 ;Vented attics with air permeable 1 ❑Complies Exception: Requirement is f22= 'insulation include baffle adjacent � �T,r�� A ,�x,�> � ❑Does Not not applicable. W : a to soffit and eave vents that a extends over insulation. ❑Not Observable _ ❑Not Applicable _..:—=------------------------------------ — ---- ------------------------------------------ ------ 402.2.4 :Attic access hatch and door R- R- ;❑Complies Requirement will be met. [FI3]1 insulation aR-value of the i❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 :Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ftz ft2 :❑Does Not <=3 cfm/100 ft2 without air ;❑Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ftz ftz ❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observablep. pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including 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 handler enclosure. ---------------------- - -- ----- ------ -------- ------- -- - -------- ----- -- ---- ------ ----- ------- ----- -------- 403.3.2.1 .Air handler leakage designated $`^ R f3,+}}� ❑Complies [FI24]1 by manufacturer at<=2%of c ❑Does Not design air flow. ;X ❑Not Observable ❑Not Applicable 40$1 Programmable thermostats ❑Complies installed for control of primary ❑Does Not heating and cooling systems and '° initially set by manufacturer to ❑Not Observable r code specifications. ss T „x 3F ❑Not Applicable ---------------------- ------- --------- --- - " V ------------------ —----------------------------------- --- da 1 Z pump thermostat installed ❑Complies C10T :on heat pumps. �'' :�� F � , ❑Does Not �. " ,`�t��s, d ❑Not Observable ❑Not Applicable 3A � Circulating service hot water ❑Complies ]L � systems have automatic or v, t x ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) . Medium Impact(Tier 2) , Low Impact(Tier 3) I Project Title: New Sunroom Addition. Report date: 08/15/17 Data filename:\\bruins4\PROFILES\kpresswood\My Documents\# 700393.rck Page 7 of 9 . -- a _. Sec#Ion 3 �`.`�`� ,Fi?eld Her�fie+d , � �' Ptans uerif�ed # Final insie�t�or �r(auts�onst �IP � : Yai' e �artlpl!es' aart Ct�rineits/15sum� rls 403 6 I All mechanical ventilation system ❑Complies Jf f25J� =::fans not part of tested and listed ° � fit:r � �, ':�� k ❑Does Not HVAC equipment meet efficacy Nand air flow limits. ❑Not Observable -- ❑Not Applicable 443 2 s Hot water boilers supplying heat " ❑Complies f112SJ� through one-or two-pipe heating ❑Does Not E k 4 k'} . - systems have outdoor setback control to lower boiler water ❑Not Observable . -M- " "' ' •. ❑Not Applicable _:temperature based on outdoor PP temperature. o 4;, r r ue .Z''F" .•rT� .fir. 173 5 ,1 Heated water circulation systems ❑Complies t28Jz :have a circulation pump.The ❑Does Not system return pipe is a dedicated x e or a cold water supply return pipe ❑Not Observable ; PP Not Applicable pipe. Gravity and thermos- ❑ �3 ME syphon circulation systems are r,>: •• not present.Controls f�r , s z r� 4iir`k'4 circulating hot waters stem rr{ pumps start the pump with signal for hot water demand within the 7a l t C occupancy.Controls s3 k - automatically turn off the pump 'P- when water is in circulation loopi is at set-point temperature and :no demand for hot water exists.035 1 Electric heat trace systems , �fr �� •« r"• r¢`"°❑Complies �F !comply with IEEE 515.1 or UL ❑Does Not 315. Controls automatically 3 adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable a: g ------------------------ desired water temperature in the t :piping U32 Water distribution systems that "❑Com lies ., P I130J have recirculation pumps that ]Does Not :pump water from a heated water supply pipe back to the heated ❑Not Observable :water source through a cold ❑Not Applicable . r r water supply pipe have a f :demand recirculation water--------------------- system. Pumps have controls _----- ,that manage operation of the #3 pump and limit the temperature of the water entering the cold R water piping to 1049F. 03 �4 ;Drain water heat recovery units �, ❑Complies fl I3J2 tested in accordance with CSA ha., i•r_,:x aa. ;� 's ;r ❑ Does Not y B55.1. Potable water-side x :__;;pressure loss of drain water heat ' ��'k� :•rz^' ❑Not Observable recovery units< 3 psi for r ❑Not Applicable. individual units connected to one or two showers. Potable water- k, side pressure loss of drain water heat recovery units<2 psi for -,individual units connected to three or more showers. ar=r x ?r 404.1 75%of lamps in permanent ❑Complies [FI6)1 ;fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 4�0411 Fuel gas lighting systems have ❑Complies [>I no continuous pilot light. k'' "'P ❑Does Not y ❑Not Observable ❑Not Applicable -- --------- ---------pa------(-i ---------- --- 1 High Impact(Tier 1) � �rMedium Impact(Tier 2) �3��Low Impact(Tier 3) Project Title: New Sunroom Addition Report date: 08/15/17 Data filename:\\bruins4\PROFILES\kpresswood\My Documents\# 700393.rck Page 8 of 9 SeGt�vn PI ns UeriFred FieldHsrrf�ect lx # final Ins�ect�onProursro�n9 �� a� I� Yaaue z Cores? CtsrnrnentsfAsurptl�ns = Ets,.:ssa�`;s,.a.K:',�- .�....., -..� __. -`. E[ Compliance certificate posted. ❑Complies Requirement will be met. ❑Does Not a, ❑Not Observable ❑Not Applicable �03'3 :Manufacturer manuals for �•,,"❑Complies (�s1B mechanical and water heating ��'° � `x s ` ❑Does Not y systems have been provided. qq rv� 3 2 �` Y P �,a 4{� �• �� ❑Not Observable k. ! ❑Not Applicable Additional Comments/Assumptions: ------- ---------- - 1 Hi h Im act �t_,;.--WT dium Im act(Tier 2) r 3`, Low Im act(Tier 3) 1 •9 P (Tier 1) L.= P {�{ P I Project Title: New Sunroom Addition Report date: 08/15/17 Data filename:\\bruins4\PROFILES\kpresswood\My Documents\# 700393.rck Page 9 of 9 �( 2015 IEcc Energy j Efficiency certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): Window 0.29 Door Heating System: Cooling System: Water Heater: - Name: Date: Comments n • zo Wtuao lzuj A WC Guile to Food Construction in Ingle Wind Areas.d d 0 mph Find Zone Massachusetts Checklist for Complf ance(780 C R 53011.2.1.1)' Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)................................................................... .................................................110 mph .� Wind Exposure Category...................................... 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ stories 5 2 stories _1.z RoofPitch ..........................................................................(Fig 2) ........................................... 9_ s 12:12 ./ MeanRoof Height ..............................................................(Fig 2).................................................L ft 5 33' BuildingWidth,W...............................................................(Fig 3)................................................ L ft 5 80' BuildingLength, L ............................................................. (Fig 3).................................................e 5ft 80, Building Aspect Ratio(LAM ......... .....................................(Fig 4).............. ...... .............................! ZS s 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................fT 6s 6'8" _ rG 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...............................................:.............................................................................. Concrete Masonry.................................................................. 2.2 ANCHORAGE TO FOUNDATION',3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onl Bolt Spacing-general..........................................(Table 4)...................................... ... in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... m,s 6"-12" Bolt Embedment-concrete...................... . ...................(Fig 5)..................................................Z_in. z 7" ✓' Bolt Embedment-masonry....................................... .(Fig 5)............................................ 0 in. z 15" !/ PlateWasher...............................................................(Fig 5)...............................................z 3"x 3"x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6).............................C� ft 512'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... 2S ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... Q ft 5 d Floor Bracing at Endwalls...................................................(Fig 9).................................................................... ✓ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... y Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55).......................3/ in. Floor Sheathing Fastening................................................. (Table 2).. $d nails at 6 in edge/ field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... S ft 510, -� Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................'!-It 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... L in. s 24"o.c. •� WallStory Offsets ........................................................(Figs 7&8)............................................-(!> ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x-�;-- ft in. Non-Loadbearing walls................................................(Table 5)..............................2xjr,,-- ft in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)............................................................... .. P Attic Floor Length................................................(Fig 11)............................................. O ft 2!W/3 _ram Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................-C-)ft Z 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. .............................. c/ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6 -�..................................... Splice Connection(no.of 16d common nails)..............(Table 6).................,....... I AWC wade to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checkfist for Compliance(780 CMR 5301.2.1-1)' Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)..............(Table 7)........................................................ Z ci+ Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)....................c.o Load Bearing Wall Openings(record largest opening but check all openings for mpliance to Table 9) HeaderSpans ........................................................(Table 9)..................................a ft t in.5 11' SillPlate Spans ........................................................(Table 9)...................................a fta in.5 11, —� Full Height Studs (no.of studs)...................................(Table 9).................. .. ....................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. ft f in. 512' Sill Plate Spans...........................................................(Table 9).............. ....... .............�ft in.5 12" Full Height Studs(no.of studs)....................................(Table 9)........................................................� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Y Nominal Height of Tallest Opening 2 ............................................................................�/�<_6'8" SheathingType..............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)......................., in. Field Nail Spacing..........................................(Table 10).................................................t in. Shear Connection(no.of 16d common nails)(Table 10).................................................. ..... Percent Full-Height Sheathing.......................(Table 10)........................... . . Z %. . .................. . 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts...................... Maximum Building Dimension, L �r Nominal Height of Tallest Opening2......................................................................14 5 6'8" SheathingType..............................................(note 4)...................................................... 2 _ate' Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................_)in. Field Nail Spacing..........................................(Table 11).................................................m in. Shear Connection(no.of 16d common nails)(Table 11)........................................................1- _ Percent Full-Height Sheathing.......................(Table 11)....................................................L:2 % / Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ................:.................................. (Figure 19).............._&,ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)....:.......................................U= 3plf Lateral.............................................(Table 12).............................................L=L-jr=Plf Shear...............................................(Table 12)............................................S= plf Ridge Strap Connections, if collar ties not used per page 21..... (Table 13)..............................T_:I , Gable Rake Outlooker......................................... (Figure 20)..............�ft 5 smaller of 2'or U2 PIf Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=40lb. Lateral(no. of 16d common nails)...(Table 14).......................................L=1zjtVb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. ✓' Roof Sheathing Thickness........................................... ........ �n.2:7/16"WSP ✓' ...................................... Roof Sheathing Fastening...........................................(Table 2)......................................................... Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade. C5r�-vep (2)a< , CQ-/Z'�I �Si�-� ��3lcwj l Cc 7 c A WC Guide to Food Construction in High Wired Areas. 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment mot) BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1010 CBD-Butler Residence Ridge beam @ Sun Room Beam#1 Prepared by: LFG Date:8/15/17 Selection (2)1 3/4x'14 1.9E TJ Microllam.LVL Lu=0.0 Ft Conditions NDS 2012 - Min Bearing Area R1=3.1 in R2=3.1 in (1.5)DL Deh= 0.51 in Data Beam Span 17.5 ft Beam Wt per ft 12.50# Reaction 1 TL 2018# Reaction 2 TL 20184 Bm Wt Included 220# Maximum V 2018# Max Moment 8827 # Max V(Reduced) 1749# TL Max DO L/240 TL Actual Defl L/415 Attributes Section in' Shear fln2. TL DO in Actual 114.83 49.00 0.51 Critical 48.08 13.81 0.88 Status OK OK OK Ratio 42% 28% 58% Fb(psi) Fv si E(psi x mil) Fc I si Values Reference Values 2250 190 T.8 650 Adjusted Values 2203 190 1.8 650 Adjustments CF Size Factor 0.979 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 218 =A ED ARc. GIg4100 No.4929 01 FALMOUTH. . MA. Uniform Load A • 0 RI =2018 R2=2018 SPAN= 17.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Butler Res.for Cotuit Bay Design 20 Willow Run Drive Centerville, MA G.A. Project#1756 BeamChek v2013 licensed to:Giampietro Architects Reg#7124-1030 CBD-Butler Residence Headers supprtg end of ridg bm Beam#2&#3 Prepared by: LFG Date:8/15/17 Selection (2)1-3/4x 7-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=1.6 inz R2 1.6 in (1.5)DL Defl= 0.04 in Data Beam Span 4.0 ft Beam Wt per ft 6.52# Reaction 1 TL 1052# Reaction 2 TL 1052# Bm Wt Included 264 Maximum V 1052# Max Moment 2061 '# Max V(Reduced) 1039# TL Max Defl L/240 TL Actual Defl L/>1000 Attributes Section in Shear inz TL Defl in Actual 30.66 25.38 0.04 Critical 10.26 8.20 0.20 Status OK OK OK Ratio 33'/o 32% 16% Fb si Fy(psi) E(psi x mil Fc (psi) Values Reference Values 2250 190 1.8 650 Ad'usted.Values 2410 190 1.8 650 Adiustments CF Size Factor 1.071 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 15 =A Point Distance B=2018 2.0- ar-D AR C.� J NO:4929 'a FALMOUTH. NIA. Uniform Load A Pt loads: QB R1 =1052 R2= 1052 SPAN=4 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes Butler Res.for Cotuit Bay Design 20 Willow Run Drive Centerville, MA G.A. Project#1756 'P OVERLAY DISTRICT: ASSESSORS REF.: Fnd AP — Aquifer Protection District Map 210, Parcel 071 °5 Q ZONES: RC (RPOD) RD=1 RPOD IiD ,o!F Area (min.) 87,120 SF Area (min.). 87,120 SF Fronta e (min) 20' Fr (min) 20' O J' i 441 32.s' 2a.2' ?7?i' °4wer Width min) 100' Width min) 125' Q :�� o i, \\ S68S¢OO• Setbacks: Setbacks:Front 20' . Fron t 30' Side 10' Side 10' a Rear 10' Rear 10' e FLOOD ZONE: ro X — Not a Flood Zone �1 l ;......•'.:.......::;. Approximate FEMA' Map' No. v o�/ �/ Q ......... as per BOH Card Lot 13 25001 C0561 J 24,347±SF �, o July 16, 2014 o, co 0 4, o r y D' Proposed 138.5' 2 F o ...•h Sunroom Addition o Q iF Fnd Z 1 l N Plan Showing Proposed Addition N�676 SO oW __ -18.B _ __ ; do At 20 Willow Run Drive 100 0p• -s, RC - , CO BAR/VSTABLE N delror,y 1 / Magee" q %y a` ` jr� ` (Centerville) BUILDING DEPT 22800 ` MASS. NOTES: 10 - i AUG �oo• DATE. 15/AUG/17 SCALE:1 =30 G 17 217 / rd y&NiF 0 15 30 45 60 FEET 1.) The structures shown were locate on the ground R tAV 04 q N°rma„ by conventional surveyV@mfg�tt&& ;SMPWAu�g�ustt 8, 2017. � � PREPARED FOR: RICHARD R. s oand M Nw __ _ 2.) The property line information shown hereon was L'HEUREUX &S�San ChrlstopherL Butler compiled from available record information. NO. 34312 M C/eyeny yo _ ao I �o 3.) This plan is not for recording and is not to be 8 �wQ PREPARED BY: used for construction layout or deed description LCapeSury purposes. 23 West Bay Road, Suite G osterville MA 02655 DWG #: C318_5gl cppl FIELD BY. WHK/ASK (508) 420-3994 / 420-3995fox YOU WISH TO OPEN A BUSINESS? a For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L. - it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1 FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) and 200 Main Street Offices at the Licensing counter. DATE: f Maz Fill in please: y r r n APPLICANT'S YOUR NAME: G4 Sri' v! k. BUSINESS YOUR HOME ADDRESS: G'!✓ / ram,, y � Sc��'-�g3t>>9y �?rt�►vo`� �� . d�� TELEPHONE # Home Telephone Number: SOS— ?7.5'-12��, NAME OF NEW BUSINESS TYPE OF BUSINESS IS THIS A HOME OCCUPATION?_3/YES NO Have you been given approval from the building division? YES NO ADDRESS OF BUSINESS 5 -1 ie MAP/PARCEL NUMBER cZ(o `- O When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1 . BUILDING CO NER'S OFFICE MUST COMPLY WITH HOME OCCUPA7 This individ al as ee m d f any permit requir�is that pertain to this type of bu�U� AND REGULATIONS. FAILURE T1 COMPLY MAY RESULT IN FINES. Authorized Si ture �i MENTS. Aj-y�tr-% I YM 1 A 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Town of Barnstable tHE Regulatory Services CF tp� P� o Thomas F. Geiler,Director Building Division BARNSTABLE, y MASS. $ Tom Perry,Building Commissioner AlfD MPS a 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Faz: 8-79 - 30 Approved: Fee: Permit#: (j HOME OCCUPATION REGISTRATIO Date: �� 0 Name:T(�f'lLlh� L r Phone#: Address: 111 e1,61 O&/ Village:/// Name of Business: zy-1 Ah"Omw one Type of Business: � � ?�vy�/ELT Map/Lot: r INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector, a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings, and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke, dust or other particular matter,odors, electrical disturbance,heat, glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials, in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation, and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity, and one trailer not to exceed 20 feet in length and not to exceed 4 tires, parked on the same lot containing the Customary Hcme Occupation. • No sign shall be displayed indicating the Customary Home Occupation. ° • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the, dwelli unit. I,the undersigned, ve rea n gr with the above restrictions for my home occupation I am re isteri g. Applicant: Date: Homeoc.doc Rev.5/30 03 (0 Town of Barnstable *Permit# �� g Expires 6 months from issue date Regulatory Services Fee 25 X-PRESS E®Nf, nas F.Geiler,Director pl�s�6 °� 11 ��Building Division ll SEP 14 2006romPerry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 TOWN OF BARNSTABL&,ww.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY. / Not Valid without Red X-Press Imprint Map/parcel Number �! _ 0V y Property Address t� d �.�/�L[�(!J AM,' 'Dry I e, �P�` ��/Ll�� . ��-• (�aZ�g to Value of Work Minimum fee of$25.00 for'work under$6000.00 Owner's Name&Address Contractor's Name �(S�•I�swh��tTelephone Number Homelimprovement Contractor License#(if applicable) IVOW Construction Supervisor's License#(if applicable) /U0 ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor am the Homeowner i ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) Re-side gt Replacement Windows/doors/sliders. U-Value �S (maxirnum.44) *Where required: issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A opy f th ome Improvement Contractors License is required. A SIGNATURE: Q:Forms:expmtrg Revise061306 - �...'^�"�rr��^ �-r..a<f-.-...�»"'•'.'.....<.`..�.... .....-++^....�.._,, ....^t1...<�-•"'-.+....w�.. �, Ass s snap and lot number _ TE SEPTICY �TIt 4 .. ,5" / I B�;ST, D d LLE 4 sYra�`$.6 a v.CE Sewag Permit number(.........1..., ......:.. ................... 19—MN SAMITP44Y CON THETo�° TOWN OF BARNST ._ i B9H3193T ABLE, i mum DU.ILDING � INSPECTOR 0 MaY a 190 co APPLICATIONFOR PERMIT TO ............................ .. .. ........... ............................................................. TYPEOF CONSTRUCTION ................. . .. . .................................................................... ...... ...a. .............19%6. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............. ...j........./...............................8.�,�.�.� .... .... CA.W. . ProposedUse ............. , I � .. ... C?J ......... ................. ....... ................................................. Zoning District ......................Fire District ..... .... . ..... ..... . ................................. Name of Owner .......G !�i...... . 4.�.�........... S. V2 4?..Jf.°.1ff !..!* i?7^:.... .. ..... ,�. Address .. ,.-r ,. Name of Builder .. !../:��rj.i .. C .... .�k!g ...Address .... ..�r......................................................... Nameof Architect ..................................................................Address .........:.....................................................................:.... Number of Rooms ...............Foundation ..... ..... /` ( Exterior .,F: !�7�.... � { .�.a��i ' -�'%..`�.?.......Roofing ....... � .y� 1."77............................................ Floors ............................ Interior ......... � .......Plumbing ............. Fireplace .......... . OApProximate Cost ..�...�....�............J... ........ ). ...... Definitive Plan Approved by Planning Board _______________________________19________. Area Diagram of Lot and Building with Dimensions ^— Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 r @ , .: t.. '.4dv f+ &P..._ .< 'A.HItFBi 7.r T. ...NWIAM *2^ I hereby agree to conform to all the Rules CC, n�l Regtylatio�s of.)IA�'Tow of Ba stable regar ing the abo e construction. Name ......... ... ,; . . � /. ........................... ......... Kilroy, Bernard � ... Permit l777� a46 to sin mla . . . T ' ......-------- � � ^ Willow Ron Drive ^ Location?-------------------.. ^� ' Centerville ^-------------------------'' �1l Owner ............��.�—__��_______. � ~ Type of Construction --..��------_. ,. � ----.---------- . . � ` � .. . ----------. ' Plot ............................ Lot ----------' ` June 24 75 Permit Granted ------------_]V . Dote of Inspection ----.—..lg . Date Completedo| ..��,��2�------..'lq _. ,^ ^ _ � . . � ~ �1 - PERMIT REFUSED ~ - --------.------------- lQ .----.---------------------.. ^� _._---.—.-----------------.—. ~ � . —.------.------.------.----.. .' � .��.�.��.��..,�.�.�...� � � � AppApproved g � ---------------.. l -------.-------~.....—.~.---.-- ' ' ----------.,.------.--..—.---.` ` i } VIKING CONSTRUCTION CORP. 27 MILLSTONE WAY CENTERVILLE. MASSACHUSETTS 02632 (617) 771.2376 } { ' 1 C'w \660e,e I , IY�`.'°; '� � -� _ =•?^- �_ Lit � 28'� �, I i ,s-0' trs•4 2'-W 3'-9" 3'-8" T ' 1 T-6' x 1 NEW STONE 4 ANDERSEN ANDERSEN ANDERSEN ANDERSEN VENEER TW3448 TW3446 TW3446 TW3446 12 y1 + E N XIST.—NEW ASPHALTROOF SHINGLES TO MATCH Ip EXISTING ANDERSEN TW3446 NEW PVC FASCIA•FRIEZE,8 SOFFIT BOARDS T01AATCH EXISTING III IIIIII 30, TOP OF PLATE m FRENCH ANDERSEN ' III DOOR NEW TW3d46 (q ABLE SUNROOM ANDERSEN DECK i CIR24ABOVE F (VAULTED CEILING) ON G FAMILY ANDERSEN ROOM TW3aW w FAMILV ROOM SUBFLOOR I — RE-BUILT O ` 2E' A REAR ELEVATION MPLF WALL ( HALF WALL LSTEP ON).5' CL�S REMOD. (VERIFYKRCHEN NEW CRICKET 00 KITCHEN AYOUTWIOWNER) 00 NEW ISLAND DINING GARAGE ° 12 NEW1x8 RA10=BOAR05 81x30RIP BOARDS � I I TOP_OF PATE NEW PVC 1xfi ° COVERED 4 B�J PORCH NEW PVC 1 x 4 TRIM WI7 SILL El LIVING V FAMILY ROOM 1 / 4 _ RIGHT ELEVATION NOTES: NAILING SCHEDULE 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 110 MPH EXPOSURE B WIND ZONE n &DIMENSIONS IN THE FIELD JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING FIRST FLOOR PLAN 2. CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, ROOF BLOCKING R ) BLOCKING TO RAFTER(TOE NAILED) 2-Btl 2-10d EACH ENO DETAILS,&FINISHES IN THE FIELD WITH OWNER RIM BOARD TO RAFTER(END NAILED) 2-18tl 116E EACH END 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT WALL FRAMING: LEGEND: FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR STUDPLATES STUD INTERSECTIONS(FACE NAILED) 4-16E 5-16tl ATJOINTS STUD TO STUD(FACE NAILED) 4 16 tl 2-t6tl AT Oi 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS HEADER TO HEADER(FACE NAILED) 16E 16tl 16'—ALONG EDGES O EXISTING WALLS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 FLOOR FRAMING: _ JOISTTOSILL.TOPPATEORGIRDER(TOE NAILED) 4-Bd 410E PER JOIST CONSTRUCTION TO BE REMOVED 5.) 110 MPH EXPOSURE B WIND ZONE ° BBLOCKING TO CTOE NAILED 2LOCKING TO SIILIL OR TOP PLATE(TOE NAILED) 3-� -& EACH BLOCK M NEW CONSTRUCTION 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-12d a16E EACH JOIST OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING JOIST ON LEDGER TO BEAM ROE NAILED) 3atl 310E PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d .16E PER JOIST 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2.16tl 116E PER FOOT 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS ROOFSHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF RAFTERS OR TRUSSES SPACEDUPT01F—o 8E 1atl 6'EDGE/6'FIELD ALL SIMPSON COMPONENTS RAFTERS ORTRUSSES SPACED OVER 16-- Btl IOE 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8tl t0E 6'EDGE/6'FIELD IECC2O1b RESIDENTIAL ENERGY EFFICIENCY DETAILS 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS GA$TRUCD WALL AL RAKE OR RAKE TRUSS AETRUSS 8E 19tl 6'EDGE/6'FIELD TO BE 3000 PSI GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Btl Iw 4'ECGE14"FIELD RS CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES RES CALCULATION 11. VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE TABLE 402.1.2 MINIMUM PRESCRIPTIVE INSULATION 8 FENESTRATION N REQUIREMENTS ) CEILING SHEATHING: °w Ew DURING FRAMING CONSTRUCTION GYPSUM wALLBOARo Stl — T'EDGEIIO'FIELD Ro�u,EE„ ay 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE WALL SHEATHING: °Kt WOOD STRUCTURAL (PLYWOOD) NOTES FrvD 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED STUOSSPACEDUPT024"— 8E 10E 6'EDG017 FIELD 1.R.VALUES ARE MINIMUMS a U-FACTORS ARE MAXIMUMS. 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY 1/2'82&Y FIBERBOARD PANELS m — TEDGN6'FIELD 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 1/7 GYPSUM WALLBOARD Stl — T EDGE/1T FIELD �,- OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION FLOOR SHEATHING: 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION B ENERGY REOUIREMENTS INSTALLER/CONTRACTOR. i WOOD STRUCTURAL PANELS(PLYWOOD) a.13.5 MEANS RS CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR 15. ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED 1'OR LESS THICKNESS Btl 10E 6'EDGE/17 FIELD &R13 CAVITY INSULATION GREATER THAN I'THICKNESS lw ifitl V EDGE/6"FIELD THE DESIGNER ERRORS OR OMISSIONS ARE FOUND ON f� THESE DRAWINGS PRIOR TO BE START ART OFIED IF F SCALE COTUITBAYDESIGN, LLC NEW ADDITION/REMODELING FOR. SCALE : DRAWING NO.: CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD � WILL BE RESPONSIBLE FOR THE CONTENT 1/4" IN THESE DRAWINGS IF CONSTRUCTION MASH PEE ,MA. 02649 COMMENCES WITHOUT NOTIFYING THE PH.(508 BUTLER RESIDENCE 274-1166 AN DESIGNER OF Y ERRORS OR OMISSIONS THESE DRAWINGS ARE SOLELY FOR THE USE FAX(SO 539-9402 OF THE OWNER NOTED.ANY OTHER USE OF DATE : THESE DRAWINGS REQUIRES THE WRITTEN 20 WILLOW RUN DRIVE, CENT LLE, MA CRCHITETURALCPYRIGTPROTECTI g/16/2017 Al ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 1s•a' 1rs NOTE:DROP TOP OF NEW FOUNDATION 16-0' 1rs 4,- TO MATCH NEW SUBFLOOR W/THE 1 EXISTING SUBFLOOR,(VERIFV IN FIELD 19.6" 3'-0' a's IF REQUIRED). 1 �, • fi-12 INSTALL SIB'ANCHOR BOLTS AT 38'o c MAX. C� SOLID 2 x B BLOCKING IN THE OUTSIDE NEWS CONCRETE FOUND, FROM END W/ACE BOLTS BPS 518.3 BEARING PLATES TWO RAFTER x CEILING JOIST BAYS A WALLS W/#4VE HORIZONTAL BARS OF FIATE CORERAND TO MINIMUFEACH ({ FLOB'o ON UNDERSPACE IDE OF AIR A AT 36'o.c.8(1)HORIZONTAL BAR CORNER AND TO A 8'MINIMUM DEPTH I AT TOP 8 MIDDLE OF WALL 8 FLOW ON THE UNDERSIDE OF ROOF (..., § —— ACCESS W1218'4C KEY CONCRETE FOOTINGS SHEATHIN PANEL F___ rr 6 NEW3-1 M-171/4'LW HEADER ________l.�____ NEW FLOOR HEIGHT TO NEW ROOFTOBE K,2J 2J J 2J 2K,M23 2 V HMATCH EIGHTEXISTING FLOOR I iV 0 u ROOF BUILT OVER EXIST. I �LLo 0 NEW2x10's 1—KICN WI MID-SPAN BLOCKING I�j m I I 1 BASEMENT IST. I 'k J WINDOW FOR BASEMENT ACCESS NEW I WINDOW _ _ _ _ 2-1 3_M'x 14'LVL R(DGEB_EAM _ _ I ^ iq CRAWLSPACE " NEW 2 CONC.SLAB Wl EXISTING 6MIL POLY UNDER I RT.2 z6 SILL W/SEAER w CRAWLSPACE 2 I I �I VERIFY DEPTH OF GARAGE SOLID BLOCKING IN THE I I CRICKET OOLID BL TWO JOIST BAYS NEW BUILD OVER FOUNDIFNEEDALLBINSCT AT 48'u . ANCHOR BOLT DETAIL rs" SHE IFNEEDED.CONTACT 2F' DESIGNER FOR ADDITIONAL I I A INFORMATION A SCALE:1/2"=V-D" NI 1 J\ I 1 EXISTING EXISTING EXISTING 00 I \ \\ BASEMENT CRAWLSPACE GARAGE 00 r ————- -— \I/EXISTING RIDGE V _____ _ _� i FOUNDATION PLAN _ EXISTING RIDGE 12 ,I4 FIK �V A) TYP.ROOF CONST. -2,12 ROOF RAFTERS®16'o.c. -519"CDX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES -1L6.FELT PAPER -Ill5 HIR BATT INSULATION /g SLOPED CEILINGS(R=49) 12 -11'BATT INSULATION 2-1 3/4'z 14'LVL RIDGEBEAM lz-0 1 r-0 CEILINGS FLAT CEILGS(R=49) 93 -MULTI LVL RIDGEBEAM 2 z 6's @ 16'o.c. -SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS 1/2 GYP.BOARD NE W4x6POSTFROMRIDGE -ICE/WATER SHIELD AT BOTTOM ON 1 z 3 STRAPPING DOWN TO 3.1 XI x 9 1/4"LVL 3'0'OFROOF -PROP BETWEEN RAFTERS tfi'o.c. HEADER W/4 x 6 POST DOWN TO ROOF F T -WIND WASH BARRIERS 3-1 N4'x91/4'LVLHEADEROVER DOUBLE HUNG WINDOWS.USE SIMPSON NOTES: BIG POST BASE B ACE6 POST GAPS AT THE ENDS 1.)ALL ROOF RAFTERS TO E 2 x 12's TOP of PLATE UNLESS OTHERWISE NOTED 3.1 X4'x 7 1IP LVL HEADER TYP.WALL CO N ST. ; 2.)USE SIMPSON H2.5A HURRICANE CLIPS 1.2 x 6 STUDS Q 16'a,c, AT ALL RAFTERS ENDS 2.1l2 PLYWOOD SHEATHING 3.6'(R=20)BATT INSULATION 3.)VERIFY GUTTER TYPE/LAYOUT 4.tl2"GYPSUM BOARD W/OWNERS 5.W.C.SHINGLE SIDING 6.TYVEK VAPOR BARRIER ROOIFSHNG EST SIB'COX PLYWOOD SHEATHING 3.T S G PLYWOOD 2 x 12 RAFTERS 15Y FELT PAPER FIRST FLOOR SUBFLOOR-GLUED&NAILED USE SIMPSON H2 5A HURRICANE CLIPS SUBFLOOR SUN ROOM AT ALL RAFTERS ENDS WIND WASH NEW 2 z 12's®16'o.c. - 3.0"W IDE ICE/WATER SHIELD T.2 x 6 SILL W/SEALER BARRIER ALUMINUM DRIP EDGE CRAWLSPACE /23G PS MIBO MD 1zB F0.SC ABOARD 8'CONCRETE 1 z 4 SOFFIT BOARD 4 (2'CONCRETE SLAB WI FOUND.WALLS 1.4 VINYL SOFM VENT 10 MIL POLY UNDERNEATH) W/(2)11d HORQ. 1 x 3 SOFFIT BOARD BARS AT TOP OF I TP.2 z 4 WALLS 1 31C GROWN WALL, ALL 2"CLEM B'z 18'DMC. 1, 6 FRIEZE BOARD FOOTINGS TO 4'0'BELOW GRADE %SECTION SUNROOM 12.4KEY DETAIL AT WALL . � A2 1 SCALE:112"=1'-O" �/ Ea ( 00 COTU IT BAY DESIGN, LLC .NEW ADDITION/REMODELING FOR: THE DESIGNERSHALIOR NOTIFIED IF ANV L—, ERRORS OR OMISSIONS ARE FOUND ON SCALE DRAWING NO.THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WIL BERESPONS LE FORT HE ECONTENTTOR IN THESE DRAWINGS IF CONSTRUCTION 1/4" = 1 MASHPEE,M-1 02649 COMMENCES WITHOUT NOTIFYING MYERRORSOROMIS I A2 BUTLER RESIDENCE DESIGNER OF MY ERRORS OR OMISSIONS. PH.(508 274-1166 THESE DRAWINGS ME SOLELY FOR THE USE DATE FAX(50 )539-9402 OF THE OWNER NOTED. OTHER BE THESE DRAWINGS REQUREST EWRITTENF 20 WILLOW RUN DRIVE, CENTERVILLE, MA CRCHITETURALCPYRIGTPROTETTI 8/16/2017 CONSE T OF THE COPYRIGHT PROTECTION ACT OF 1990.