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HomeMy WebLinkAbout0054 CARRIAGE LANE -- - - � `� _ ._ .. �� 't ��E, �- I 5 , � � Com ¢lawn =tom �awllepo 159 G�Ryt� Er v �E'':y g � iTAB E;; fw 3 a i ) Case#: C-19493 Address: 54 CARRIAGE LANE, Date: 6/10/2019 BARNSTABLE Owner Info: Property Info: YOUNG, MARIA H &JONES, MBL: RYAN 54 CARRIAGE LANE 298-042 BARNSTABLE MA 02630 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Prohibited Use , Zoning, Unlawful Medium Priority Phone Commercial Activity, Complaint Summary: Trucks up and down the road all day long. This includes weekends. He is using his home address to advertise the business. Neighbors are upset. Overnight no vehicles. Many neighbors talk about this. In an hour 5 trucks an hour.There are big trucks. The streets are being damaged by the activity. They stop for 10 and 20 min at a time and they then leave. 'it's wrong and not fair'. On facebook the address is the house. On yelp it shows Thornton Drive. He has renovating his home for some time. Who ever looks into this per the caller they should monitor. The earlier the better to check this out. He is a'town employees'. Action History: Action Taken Date Description Fee Inspector Close Case 7/2/2019 inspected property $0.00 bowerse landscaping part of on site work related to building permit. confirmed separate business address. complaint is being closed Inspector Assigned to Complaint: bowerse Filed by: sheas Comments: Comment Date Commenter Comment 6/17/2019 andersor Received call requesting update. Suggested caller take and submit photos of trucks blocking road. Discussed home occupation regs. RFS to remain open official location is confirmed and truck activity is limited to actual work on subject property. Caller says RFS is on behalf of the residents on that street that are impacted by the truck traffic. RA ;.: ,:.:y ����"•.. ? . :/I"': 5A)P, ,yY.) uw.....2.1.a^..K.,w..,,..ua»..w.:.,t l� . .,,, ..." >> ...a:'� 6���.u:..) �. �Y C Repor ��sWA MMST 16/24/2019 bowerse Complaint should be closed isRUM aofewl oFj"Ergo: Town of Barnstable ' Inspectional Services STAB Y s �a Brian Florence,CBO s639. 0, Building Commissioner TEa Mpi,° 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us INSPECTION REPORT Address : 54 CARRIAGE LANE, BARNSTABLE Case# C-19-493 Inspection Type : Violation Inspector: bowerse _._ ;Description a T Date JUnit Status IComment y Violation 06/13/2019 Confirmed business location at 210 airport way ` i Barnstable .... ... Violation 06/13/2019 � !Confirmed business location at 210 airport way Barnstable ......... ___ .............. . i Inspection Type : Violation Inspector: bowerse . _._ ...... . Description =Date Unit IStatus Comment Violation 06/11/2019 PASS Machine on site working on landscaping job ;related to recent construction of addition -This issue will be resolved upon completion of i "work Business located at 210 airport way i . _.._ Barnstable I, httPW/Www,facebookcom/p9/edicapptgd/abootpi ef-page,Jnteroal Earthday Lan X" -` gt 8amstabie prop„. Town nT$8tn L Barnstable Prop_C Town of Bamst. C Town of Bamst.,,, town • File Edit View favontes Tools Help. fbarrst& 1 Br land Records Public Search l6]SLi ested Site's y- t A�u 99 .. Web Slice G, Ilei !�i Weathcu Ngm',.1$yDay_ Barnstable Police Departm... a ay Lands toca�p g IediP,t^�GuctITI Review M " eu ir�!� Illi I I 1 l�' S i�'7 11 liij E II h1i11�111'if iRT, Iu'l. l l � y a q P4ii1d�� § 1yif '�1ri I11 '1'.Ii {1' 1 t►Gker 1 ��ni ti )� r►share x ,I rl 1 � 0 Send Mess s+.u�.�..,+�w� `l t r 9 g�� Ph' 02os :*. x ii, de iil tlSr�,ll� .p r, � I, �/ldeOS I F F ,i n About suggest y Posts' FF h t Wd ' T4 4A is ' q ui i - i AbOUt � , l� •• 8 ,. . !I'! L ` F, M,yr ?' a'HI il�,Ap �, I��a �. !, lii 1,' d Communi �i ' ') �' / it 11,11�h ;ay�4,54 Carnage Ln, .I i1 �� �Ij, ; c."toll o sa w 91 v11 ,,, s j 1 �a"� 'tltt 1i d�'r� r'(flu'1,CI�,'{ wvili�in �: I in i € r ly-N AW^" ',a " ;�I `� � ,ill�lyt ��I! I Hyanrns,Massachusetts it y� ,Fl U m 1 a iu i ��G I re ii � ti 4iii� Ilr.�-'. ��t���) i � � �I�ii n� i « � � i; � f � I I r 1' " �$ .�M� �.•ah�r�4��, '���,�in � ,R, 'iCa�li(5Qt3)771 9966� I I I_� � i f � � t �i, Iry �o if ' � i�h ' ..a�`'�-.�. iw k ri��'9 le I >�� "1 1 L� �';''fht• 1 M9 1^A, iits �ty. 9• i4 T1 _I al!I I 1 business D An ilk �a Oil ! Pni a ! Sent from Yahoo Mail on Android CAUTION:This email originated from outside of the Town of Barnstable! Do not click links,open attachments or reply, unless you recognize the sender's email address and know the content is safer 2. i Mass. Corporations, external master page Page 1 of 2 C Corporations Division Business Entity Summary ID Number: 611716187 IRequestcertificate New search Summary for: EARTHDAY LANDSCAPING INC The exact name of the Domestic Profit Corporation: EARTHDAY LANDSCAPING INC Entity type: Domestic Profit Corporation Identification Number: 611716187 Date of Organization in Massachusetts: 05-13-2014 Last date certain: Current Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 54 CARRIAGE LANE City or town, State, Zip code, BARNSTABLE, MA 02630 USA Country: The name and address of the Registered Agent: Name: RYAN D JONES Address: 54 CARRIAGE LANE City or town, State, Zip code, BARNSTABLE, MA 02630 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT RYAN D JONES 54 CARRIAGE LANE BARNSTABLE, MA 02630 USA TREASURER RYAN D JONES 54 CARRIAGE LANE BARNSTABLE, MA 02630 USA SECRETARY RYAN D JONES 54 CARRIAGE LANE BARNSTABLE, MA 02630 USA DIRECTOR RYAN D JONES 54 CARRIAGE LANE BARNSTABLE, MA 02630 USA Business entity stock is publicly traded: El http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN... 6/10/2019 Mass. Corporations, external master page Page 2 of 2 The total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: Total Authorized Total issued and outstanding Class of Stock Par value per share No. of shares Total par fVo. of shares value CNP $ 0.00 200 $ 0.00 200 Confidential .(Merger ...... Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Administrative Dissolution Annual Report Application For Revival Articles of Amendment View filings Comments or notes associated with this business entity: New search i . http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN... 6/10/2019 Town of Barnstable Building P..ostTh�s.Card:SoT;hat #.isnUisible From�the.5treetA , roved.Plans.Mus#be.,Retamed onJob andthis Crtl�Must be.Ke' t ;' �Atl7PABY.l:,.. ' S :a� ✓ �ikir_ �.' €pp 8 z i� wi rz' C '. f p ' 6 Posted Unt�C'Final Inspection at'Been Mrade x �� r y M � w Permit Where a Certificate"°of Occupancy„is Required,sucfi Buildmg'shall Not be Occupied unt�la Final Inspecttonhasbeen made �.�.� at� ..a. s� ,�.:�n� �r_�_ a�a ,��• .. R...���F..,a.. _._�_ Permit No. B-18-1136 Applicant Name: YOUNG, MARIA H&JONES, RYAN Approvals - Date Issued: 07/03/2018 Current Use: Structure Foundat Expiration Date: 01 ion: Ex Permit Type: Building-Addition/Alteration-Residential p /03/2019 Location: 54 CARRIAGE LANE, BARNSTABLE w Map/Lot: 298-042 Zoning District: RF-2 Sheathing: Owner on Record: YOUNG, MARIA H&JONES,RYAN �Contra`ctor�Name:;° , Framing: 1 Contractor License 3 Address: 54 CARRIAGE LANE 2 BARNSTABLE, MA 02630 Est Project Cost: $35,000.00 Chimney: Description: Addition of Master suite, Master Bath,walkin''xcloset's dining room Peirl ii� b— $ 228.50 covered parch ' Fee Paid:' $228.50 Insulation: Project Review Req: Tempered glass may be required in master bath• Date 7/3/2018 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six,mo iths 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 structuresshall,be in compliance with the local zoning by laws an'd codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or•Toad: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 l3' ng and FiWdfficials 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 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: "Pe rspn& ntracting 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 r ®Bol69C==de Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 Dry 2 spans No cantilevers 1 0/12 slope April 6, 2018 08:54:43 BC_CALC®Design Report Build 6536 File Name: S Richman_54 Carriage Job Name: Description: PORCH BEAM Address: 54 Carriage Lane. Specifier: jlm City, State, Zip: Barnstable, MA Designer: Customer: Stefan Richman Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 150"0 12-06-00 BO 61 B2 Total Horizontal Product Length=27-10-00 Reaction Summary(Down/Uplift) (Ibs Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 755/0 1,454/0 B1, 3-1/2' 2,108/0 3,883/0 B2, 3-1/2" 537/0 1,133/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 126% 1 Standard Load Unf. Area(lb/ft"2) L 00-00-00 27-10-00 15 30 07-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 6,527 ft-Ibs 40.7% 115% 7 06-03-04 Neg. Moment -8,390 ft-Ibs 52.3% 115% 9 15-04-00 End Shear 1,832 Ibs 25.2% 115% 7 01-01-00 Cont. Shear 2,852 Ibs 39.3% 115% 9 14-04-12 Total Load Defl. U401 (0.452") 44.9% n/a 7 06-11-11 Live Load Defl. U587(0.309") 40.9% n/a 10 07-01-08 Total Neg. Defl. U999(-0.044") n/a n/a 7 17-08-12 Max Defl. 0.452" 45.2% n/a 7 06-11-11 Span/Depth 19.1 n/a n/a 0 00-00=00 %Allow %Allow Bearing Supports Dim.(L x Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,208 Ibs n/a 24% Unspecified B1 Post 3-1/2"x 3-1/2" 5,991 Ibs n/a 65.2% Unspecified B2 Post 3-1/2"x 3-1/2" 1,670 Ibs n/a 18.2% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer:Fasten Master(tm) Page 1 of 2 ®9olsoCasmde Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1R1301 Dry 2 spans No cantilevers 1 0/12 slope April 6, 2018 08:54:43 BC CALC®Design Report Build 6536 File Name: S Richman_54 Carriage Job Name: Description: PORCH BEAM Address: 54 Carriage Lane Specifier: jlm City, State, Zip: Barnstable, MA Designer: Customer: Stefan Richman Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �1 b d Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. • • • Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum— 1" BC CALC®,BC FRAMER®,ASTM ALLJOISTS,BC RIM BOARD ,BCIS, All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. BOISE GLULAMT"' SIMPLE FRAMING Member has no side loads. SYSTEMS,VERSA-LAMS,VERSA-RIM PLUS@,VERSA-RIMS, Connectors are: FMTSL338 VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. I ®BoiseCaecade Double 1-314" x 9-112" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 Dry 2 spans No cantilevers 1 0/12 slope April 6, 2018 08:54:44 BC CALC®Design Report Build 6536 File Name: S Richman_54 Carriage Job Name: Description: RIDGE OVER BEDROOM Address: 54 Carriage Lane Specifier: jlm City, State, Zip: Barnstable, MA Designer: Customer: Stefan Richman Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 i I 1446-00 14-07-12 BO 131 62 Total Horizontal Product Length=29-01-12 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 909/0 1,851 /0 B1, 5-1/4' 2,929/0 5,514/0 B2, 3-1/2" 924/0 1,874/0 Live Dead Snow wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start. End 100% 90% 116% 160% 126% 1 Standard Load Unf. Area(lb/ft^2) L 00-00-00 29-01-12 15 30 10-03-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 7,679 ft-Ibs 47.8% 115% 8 23-02-12 Neg. Moment -12,111 ft-Ibs 75.5% 115% 9 14-06-00 End Shear 2,287 Ibs 31.5% 115% 8 28-00-12 Cont. Shear 3,759 Ibs 51.7% 115% 9 15-06-02 Total Load Defl. U370(0.468") 48.7% n/a 8 22-06-10 Live Load Defl. U517(0.334") 46.4% n/a 11 22-04-13 Total Neg. Defl. U999(-0.019") n/a n/a 8 13-03-06 Max Defl. 0.468" 46.8% n/a 8 22-06-10 Span/Depth 18.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.tL x Vo Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,760 lbs n/a 30% Unspecified B1 Post 5-1/4"x 3-1/2" 8,443 Ibs n/a 61.3% Unspecified B2 Post 3-1/2"x 3-1/2" 2,797 Its n/a 30.4% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. (dotes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum Total1oad deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Fastener Manufacturer:FastenMaster(tm) Page 1 of 3 I ®.80169csscaft Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 Dry 12 spans I No cantilevers 1 0/12 slope April 6, 2018 08:54:44" BC CALC®Design Report Build 6536 File Name: S Richman_54 Carriage Job Name: Description: RIDGE OVER BEDROOM Address: 54 Carriage Lane Specifier: jlm City, State, Zip: Barnstable, MA Designer: Customer: Stefan Richman Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • . particular application.Output here based C on building code-accepted design properties and analysis methods. • • • Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum— 1" BC CALC®,BC FRAMER®,AJS*"" ALLJOIST®,BC RIM BOARD-,BCI®, All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. BOISE GLULAM- SIMPLE FRAMING Member has no side loads. SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Connectors are: FMTSL338 VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Construction Details Products L.L.C. B4 0 i 0 Versa-Lam®Column to —� provide adequate bearing for full width of the beam Drilling permitted for standard connectors Allh fti» Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 Dry 2 spans No cantilevers 1 0/12 slope April 6, 2018 08:54:44 BC CALC®Design Report Build 6536 File Name: S Richman_54 Carriage Job Name: Description: RIDGE OVER BEDROOM Address: 54 Carriage Lane Specifier: jlm City, State, Zip: Barnstable, MA Designer: Customer: Stefan Richman Company: Shepley Wood Products Code reports: ESR-1040 Misc: Ah9clse*Ceawde Single 3-1/2" x 5-1/4" VERSA-LAM® 1.8 2750 SP CL01 Dry 114'0"Column In Wall I Non-Repetitive April 6, 2018 08:54:45 BC CALC®Design Report Build 6536 File Name: S Richman_54 Carriage Job Name: Description: IN WALL Address: 54 Carriage Lane Specifier: jlm City, State, Zip:Barnstable, MA Designer: Customer: Stefan Richman Company: Shepley Wood Products -Code reports: ESR-1040 Misc: Live Dead Snow Wind Roof Livi 3.5" Load Summary Column 5 i Tag Description Load Type Start End 100% 90% 116% 160% 125%.25" - - in Wall I��� ��� 1 Conc. Pt. (Ibs) 00-00 00 00 00-00 2,973 5,514 Bracing Elevation Sheathing Top 14-00-00 Left-Right 07-00-00 Base 00-00-00 Load Top 1 Controls Summary Value %Allowable Duration Case 14'0" Axial Compression Na 62.7% 115% 1 Slenderness Ratio 32 64% Na 0 Cautions Design does not consider perpendicular to grain stress on the sill plate or other supporting member. i Notes A generic column cap was used in the analysis of the column. Make sure to install and size the cap. BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2009. User Notes TO" Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application.Output here based on building code-accepted design properties and analysis methods.Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS- ALLJOISTO,BC RIM BOARD- BCI®,BOISE GLULAM- SIMPLE FRAMING SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. i i Not to scale Page 1 of 1 i �BoiseCaicade Single 3-1/2" x 5-1/4" VERSA-LAM® 1.8 2750 SP CL02 Dry 1 8'0"Column Freestanding April 6, 2018 08:54:45 BC CALC®Design Report Build 6536 File Name: S Richman_54 Carriage Job Name: Description: BASEMENT Address: 54 Carriage Lane Specifier: jim City, State, Zip: Barnstable, MA Designer: Customer: Stefan Richman Company: Shepley Wood Products Code reports: ESR-1040 Misc: Live Dead Snow Wind Roof Livi 3.5" Load Summary Column Tag Description Load Type Start End 100% 90% 116% 160% 126% Freestanding 5.25" 1 Conc. Pt. (Ibs) 00-00-00 00-00-00 2,973 5,514 Bracing Elevation Sheathing Top 08-00-00 Base 00-00-00 Load Controls Summary Value %Allowable Duration Case Top Axial Compression n/a 46.5% 115% 1 8'0" Slenderness Ratio 27.43 54.9% Na 0 Cautions Design does not consider perpendicular to grain stress on the sill plate or other supporting member. Notes A generic column cap was used in the analysis of the column. Make sure to install and size the cap. BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2009. Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application.Output here based on building code-accepted design properties and analysis methods.Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-,ALLJOISTV,BC RIM BOARD-,BCI®,BOISE GLULAM-,SIMPLE FRAMING SYSTEM(R,VERSA-LAW,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. 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DIM& 16 ee P T�� 4.2010ai .............................................. 10 NN OF BARNSTABLE PermitTOWN OF BARNSTABLEPermitApproval by....... ........... ...........on....,.... ....... ........ BUILDING PERMIT qe ...........PIITC�,L......0.q.2......................... MV............................ APPLICATION Section I owner's Information and Project Location Project Address 5 V Village '47" Lt- Owners Name— owners Legal Address Y-�4A- f-- State Zil) 6 Su City, 4e,LO t%� E-mail 1Z Owners Cell# Section 2—Use of Structure Use Group. ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3—Type of Permit F] New Construction E] Move/Relocate E] Accessory Structure El Change of use F1 Demo/(entire structure) ❑ Finish Basement El. Family/Amnesty El Fire Alarm Rebuild El Deck Apartment El Sprinkler system Addition ❑ Retainin wall El Solar E] Renovation ❑ Pool E] Insulation Other—Specify Section 4 Work Description CA 0 V4--Yl- Tact nndatn&219/2019 Application Number.................................................... Section 5-Detail Cost of Proposed Construction 3 S,Do 0 Square Footage of Project `TS 5 Age of Structure f 9 7� Dig Safe Number i # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method MA Checklist WFCM Checklist ❑ Design Section 6—Project Specifics ftWiring ❑ Oil Tank Storage Smoke Detectors Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes No Section 7—Flood Zone Flood Zone,Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No 0 Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) f Setbacks Front Yard Required b Proposed Rear Yard Required Proposed t U Side Yard Required 1`� Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last imdated:2/9/201 S Application Number........................................... Section 9—Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Buildmg Code. I understand the construction inspection procedures,specific inspections and. documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section-10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11—Home Owners License Exemption Home Owners Name: Va�-c_5 ? ' °�� '` I 0.4� 0 Telephone Number '501)�a `�-4 13 Cell or Work Number 19 0 -aS I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massacq- d State Building Code. I understand the construction inspection procedures,specific inspections and documentation y 780 CMR and the Town of Barnstable. Signature ' Date APPLICANT SIGNATURE Signature4r\'�- Date `") I to Print Name 2 vr4 vu-S 164;44 v 4�� g�S Telephone Number E-mail permit to: n4 tco*a n innni o Section 12—Department Sign-Offs Health Department © Zoning Board(if required) ❑ 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 I as Owner of the-subject property hereby ' to act on my behalf, in all authorize matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name - r < Last undated:2192018 r, y,. �FIIKE Town of Barnstable *Permit Expires 6 months from issue date Regulatory Services Fee •S STABLE. MASS. �. v� i639 . C Richard V.Scali,Director KOJ AFL Building Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY - Map/parcel Numbe Not Valid without Red X-Press Imprint � �. Property Address J /1 13 PW-N:�;7W 3 L!�_ esidential Value of Work$ ' a o Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address `�A-N 721 w 5-S ti' G,4 2�r 4!� Contractor's Name � Telephone Number 1-b 8'zef�— gSSSy_3 Home Improvement Contractor License#(if applicable) Email:Ce @ ca Z2 Q u Construction Supervisor's License#(if applicable) C S ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor XI am the Homeowner have Worker's Compensation Insurance Insurance Company Name z A4 1 N 5,y XA- jL L.. 60R-V' Workman's Comp. Policy# WC cj-,'� l S 30 Copy of Insurance Compliance Certificate must accompany each permit. Permit Reques <Veck box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to V A121-t&4_k+ ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *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 copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: pwl"P� C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\2PIO I DHR\EXPRESS.doc Revised 040215 Property Owner Must Complete & Sign This Form If Using a Roofer / Builder as Owner / Agent I(print) of the subject property hereby authorize Paul J Cazeault & Sons. Inc to act on my behalf in all matters relative to work authorized by this building permit application for: Address of Job Signature of owner__: Mailing Address of Owner �5 ° Telephone # Date Please return this form to Paul J Cazeault& Sons, Inc along with your signed contract. It is needed for us to obtain the building permit required by your town to complete your roofing project FAX—508-420-4555 EMAIL—office@cazeault.com P ap• Parcel V Permit#. �a Conservation Office(4th floor)(8:30-9:30/1:00-2:00) —~G D to Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:45) 77- eeZ Engineering Dept. (3rd floor) House# �S �tHE 19 SEPTIC SYS • BE INSTALLED IN NCE TOWN OF BARNSTA#F u WITH TITLES rk o ONMENTAL CODE AND Building Permit Application TOWN REGULATIC"63 Project Street Address C f`'�2 Village � �,�1� Owner ��� //—� Address ���/��� Telephone y� �n Permit R uest 1;t�/.i/ e�,11 13eq First Floor square feet Second Floor /1/��sP square feet Estimated Project Cost $ Zoning District ,�/—/ Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use�.. �� Proposed Use Construction Type Tj Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure 2_ 4� Basement Type: Finished Historic House Z// Unfinished Old King's Highway Number of Baths No. of Bedrooms Total Room Count(not including baths) First Floor , Heat Type and Fuel Central Air 110 Fireplaces Garage: Detached �� Other Detached Structures: Pool Attached Barn A y None Sheds Other Builder Information Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL C NSTRUCTION DEBRIS SULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) _ FOR OFFICIAL USE ONLY - P. MIT NO. !� D ISSUED , M P/PARCEL NO. ADDRESS VILLAGE ; OWNER DATE OF INSPECTION: FOUNDATION , FRAME' INSULATION ! ' FIREPLACE + - ELECTRICAL: ROUGH' FINAL ` - PLUMBING: ROUGH:. W FINAL GAS: ROU HM FINAL _ FINAL BUILDING DATE CLOSED OUT i . ASSOCIATION PLAN NO.: f : The Town of Barnstable f X ,eS Department of Health Safety and ElMronmentai Services Building Division 367 Main Strut,Hyannis MA 02601 Off ce: 309-790-6=1 Ralph Crass= COMMis Fats 503-775 3344 Budding For office use only • - Permit na. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c 142A=Iui=that the"tzooastr�rctian,alterations,'renovation,rtgst4 modesazzauoa.conversion, imprvvernent..remm-4 demolition, or aonstmctson of an addition to any pm-cd� muff 0°cupied building caatainiag at least one but not more than four dwelling units or to s�ractnras which am adla� to such residence or building be done by rtg=rcd contractors,with certain acccpnOns, along with other tequiruaeats Type of Work at. Cost Address of Work: Date of Permit Application: I hercbv cenifv that: Registration is not required for the following rtason(s): Work cxduded by law Job under SI.000 Building not owner-oomPied �Otivner Pulling cm permit Notice is hereby gi<e=that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH VNREGIS MED CONTRACTORS FOR APPLICABLE HOME IIAPROVEMENi' WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARAN y FUND UNDER MGL c. I42A SIGNED UNDER PENALTIES OF PERJURY I hcrcby apply for a permit as the agent of the owner. Date Contractor Regisaation Na OR FEB 27 1136 16:11 RTKINS DURNE INTERNATIONAL9INC. 617 659 7421 TO: 1 508 790 6230 P02 c� <i'1� 1 �/ �5fi ^{ a•F a I y �L 41 49 d Q � Y t A i S41 ,t T t trk s„ 7. IRO e r GC' T/ 7es.0 t BSI�'!'/5:i9�'G E Mi9 WCA t � "B/�GCJl2,! •�i�eE'M �STr4'TES". f:� � { $ 7IE'C'��Y C'�@7%XY TN/*T TAIE a(//Ld9l.Vdr 'AA OF r �� � �a^"'�l+v.� c���r�ls ®�.Aa/ �S tkoC�arB=a ON THE � � ,. • (Fl, ii-vg� L uh/btA/I� "V-04 0A4 Q"C ,. TNFiT !7' � ARNt ` M •-...�� .�..� +�'QMfT04�r4:9 To YNdr .t//.t/G s: H."•, y � �. :' ` ""�' :'s;rN/g5 c�.c 7"�We 77DAVA l OF• A�`1�'N.57'Al3L a OJALA e; c.� K � 4 P t a.v a suAWvAg'roArm '7�u'SL�J �iiid•,.c_j � Y�k f �'G/'TE GA^-Y#�,�i{n?dc/TiG-�, Mg55• -� ---- �"'"x"'"''� AT — Assessor's map and lot number .... ............. �' ` SEPTIC SYSTEM MUST BE INS ALLED IR! C MPLIA CE .. .0 o , SewageuPermit number :..........�.�........ .............:...... WITH- ARTICLE 11 STATE r . SANITARY CODE AND TOWN CO- TOWN OF 'BAR-N9 �IJ1111LE .�- e�sasTsni; BUILDING ' INSPECTOR ., �p i639. ptf0 RJ ;; ` .. u r., APPLICATION.FOR PERMIT TO ........... ..........t... ..., ........... ^4 .. I .J.d. /J H TYPE OF CONSTRUCTION ... ..... ....... ........................... .... . . �.. .................. �. ... .7............19..) TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........h....... .1. .......Qe��.. ...... ...... ................................... ProposedUse ............................................................................................................................................................................. Zoning District ........ .t .:................................:...................Fire District Name of Owner ..... .` .........:..........Address .!..7..... ............... . ............................\...... Name of Builder I.�C, R� -4 7. 14J..........Address ��� �.,,-4.RAnt .......... `....►....."..— ��� � �,•���� sn Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ..........S .................................................Foundation p �©./.r.... a12 ;/Cad c ............... /C Exterior w........(u!+t��, .... ......... .....W .. .1.:. ..Roofing ........1..7.s.�?�'�L................................................:.... V Floors ..ce?A.....k.�...........................Interior .................................................................................... Heating �.tSt.. ....c ?w(A ...........................Plumbing ....C'? :. .............................. Fireplace .......ii 1�2Q� .....................................Approximate Cost .........�p.�} �� 1............................. T�`. ..................................... Definitive Plan Approved by Planning Board ________________________________19_______ . Area . . ......................... ................ Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH n� i I hereby.. agree to conform to all the Rules and Regulations of the Town o am tawG,regar ing the above construction. 1ALL Name .... ... ... . . ....... �... ............ i Babbitt, William & Marjorie i - No 19468 one story _ .,Perm' it`for, ............ a r�ingle{.,family dwelling I Location Carriage Lane..... - >. ... . ...... .. Barns table �. z• ......................................... _ Owner ..............William &. Marjorie Babbitt Type of Construction ........frame ...................................... ............... ................... Plot ............................ Lot .........A15................ August 4 77 Permit Granted ' Date of Inspection/.U. ... ... ...19 t Date Completed:,...//.. ./7Gd.................19 PERMIT:REFUSED {- » ....................... ........................................ 19 ' ...................... v.................................................... i' - A •' r • �. w ` t 3 Z ........................................................... .................. ........................... .............................:.............'.1 - Approved ......................................................................... �.4 ........................................................... *: O '> 1 0 00 w • I 42. Fn Q. .. r EXISTYPJ6NQUSE EXISTD*HOUSE NO CHAN&E toll u ^ P g' g . - --- -._ f . - I � G I y C G�lO TH ELEVATION SOUTH ELEVATION i I y ; � KE DETEG R EVIEVN D ® Iz }® -, k w BA JSTA E BUILDING DEPT. D TE ® �R �. I ui / FIRE DEPARTMENT x nt;TN SIGNATURES ARE REQUIRED FOR PERMITTINGkc e —^-- ::. i. .. _. _........_._ i I ; I C41�EXISYIN6 HOUSE (� �t$ - � r NOCHANfiE IiSC�M. Osioll. o M tabl e Bldg. Dept. Bams R � , G Approved by Permit#: j WEST(GEAR) ELEVATION i _ I 5 i 1 y i L. I� PRICING B PERMIT PLANS �Pageo Il OF 5 a - o � _ o � Q � e d I >� all `. "mot �; �•- I` Lu+ 0j !s s. o s HOUSE Ii � $E r�r NO CHANGE I +vi g' u 1A1 ! D C v' V - i o q5 V q CUT 3'WIDE 2.8 JOISTS @ 16"OC E e _ ACCESS DOOR FOR SHOWER FLOOR ! _ 3 FROM EXIST. ,, FLUSH TO BOTTOM INTO NEW BSMNT .MOn"1 V" - 2x10's W/ 3/2x10's z -CONFIRM LOCATION V_�-VVV PERIMETER By OTHERS WALL ...-._.._ W/OWNER 8Y OTHERS \ 0 0 � i 6.2. - 8' EXISTING DECK REpAIR/REPLACE EXIST. - .y- ' NO CHANGE DECK AS NEEDED FOR 11 r NEW ADDITION s RE-USE EXIST. 6'1• SLIDER @ DINING I -8 I 'I I R I 1 24210 9 KNEE WALLpi TW z 1' 10, i 4 31/4" 3/2xl0 DROPPED 2x10 FLOOR JOISTS EIRTS TIP. 7.@ 16"OC W/2XlO RIM TW24230 e .3/2x10INSUL I �_ .. I PT 2x10 JOISTS f HEADERS TYP- @ 16_OC W/PT 240 _...._.@ LEVEL QUA B ®" 15.4" .. - _. .__. _......_I ate* _7- Revisions* il - -� DROPPED 3/PT 2x10 6.9 1/4^ GIRT OVER PT 6x6.POSTS -- .. R 10'50360TUBEs ON RETAINING WALL -_10•10" — 24'BIGFOOT W/SIMPSON .... 9'9^- _ -- KNEE WALL 8Y OTHERS POST BASES @ MIN.4' - I BELOW GRADE TYP. 4 4 f d h .8 Z- f1f" BIOl 378b1SNdVq J0 0, 1 101 -- ..... _ o � � c� EXIST. . BEDROOM $ EXIST"HOUSE NO CHANGE v 4 „ .r; EXIST, BEDROOM BATH 8 REPROVE EXIST. z EXIST. SLIDER S TRIAD FOR _ CASED OPENVN* J1 .. 1 .. ........_.._._-. _. -...._._.._... i .. _ _ .... 631/2° i 6.6. ._ ._.__..8.9. _..-_` _ 6'6" 2103/8- EXISTING r i �t BATH DECK TO REMAIN EXIST.®ECK i 2 6" AN�51 — g �__.. 12.6. DINING .: 3 6 �t f 3 11/2''-.3 _..�...". .7�_.._ Hljo DEC=,*AS NEEDED 60611 6 11lx 6'l ilz I REPAY&/ SLIDER HALL £ _ rW2642 TW26426 - CLOSET ! ; CLOSET 4-2 T'f A j --.+�3'66I8' 3'38/8"'�`3'313/1"' I '-x. W31C9� I " 4'4 1/2' .. 4'111/ ��.. 3....-/ x e J. I, ---- lr 10lr2".— IAW31 _ Q. � 0 S ulu 4 d* FPS { jis a COHERED s GAS O s'9 slla• M.BEDROOM {" p C� ;e PORCH I FP" 14'11/2 9'.9 7I38 I 2 - k i 8 5 i ! ... 4•a lhs" AW31 - [ �Q46o ; TW284 TW2846 TW2846 � 2 71/16 f �e�u�u� o fl� I � ., ..... .. ....._._. ......_.34'0" ....._.-__. ..... f_.."".__'6'i17/16"... ._..:k._.3'91/2"..��.._3'9112•_..y..__.._8'l19/16 ..FLOOR PLAN ......_'�` i Y9G�.FF+41>66' a Peff:.ranno4.mo :annr _ � : o a� gd��a B N S Lr` y o 3 s � 2xfl2 VALLEY➢JAYIkR OM THE FLAT14 � u W 31 2x➢2 VALLEY MAILER ON THE FLAT tx8 OVERFRAN E RAFTER5 lb OC 6V/2xI RYD6E !I 4 {fl ' wit r � x PORa. • RAFTERS OVER BEARIW WAL➢. _ Ike 2x➢0 PORCH RAFTER @ 16"C — €.' o BELOW SPLICE PORCH o PORCH ROOF BEA�h RAFTERS OVER /��oo _ �aoBELOW R. o TO BE SIIZED BY SUPPLIER .Sc s: r 2x➢o MAIN ROOF Daft,. 4-6 RAFTER @ 16"OC WOOD FRAME 2x8 PORCH CE&LY9�1S CHIIARNEY.lxlAYF➢TAYP1 TOIISTS LA➢6°oc - TO STOVE PIPE REFER TO CROSS SECTYOP➢S SOLID POST PnSE SEAAA TO BE j FOR FALSE RAFTERS BELOW TO SUED BY SUPPLIER CATHEDRAL MILD,* HERDER z .x� - OVERFRAME AREA PE°�1U1v XT PLANS page, 4 OF 5 O � C0� g t M� �m a co OD 4 d �( 0 t a� on VA _ O y f b Je M. QQTH/brN NCB SECTrONo 8 b EXTERIOR FINISH -ALL TRIM TO BE PAWM WOOD CEILING/ROOF SYSTEM (OPTION FOR PVC -2x10 RAFTERS 016.00 W/PERPENDICULAR. -D6/b CORNER BRDS. ` BLOCKR*4'OC 2 BAYS IN FROM GABLES -Ix4 W NDOW/DOOR TRIM ; -I-3/4'x_•LVL STRUSTURAL RIDGE -1x8 FASCIA/ FRIEZE W/BED MUDS. . BOARD SIZED BY SUPPLIER -Ix8/3 RAKES/tx12 SOFFITS -2x4 COLLAR TIES 016.00 0 UNDERSIDE -lx6 T66®WIDE SOFFIT/CEIIIN6 0 PORCH OF RIDGE BOARD -30yr ASPHALT ARCH.ROOFV*TO MATCH EXIST. -1/2•SHEATHOV6 HOUSE OVER 150 FELT W/ICE-N.WATER 0 EAVES '. R &ALUMN.DRIP EDGE -&S CEILI JOISTS 016'OC W/PERPENDIMAR NG BLOC6�1G 4'OC 2 BAYS IN FROM SABLES -WC SrbV*TO MATCH EXIST.OVER TYPAR HOVB 1x95TRAWIIJ6016.OL 0-FLAT&SLOPED E:WRAPW/ALL SEAMS TAPED CEILINGS. t -MIN.R-30INSUL.W/VAPOR-BARRIER W/ V r GYPSUM 12 �7 TZ 31 - FLOOR SYSTEM - C o E3 -7x1O JOISTS O IVOC W/PERPENDICULAR 1 s{ BLOCK"4'OC 2 BAYS IN FROM GABLES -DOUBLE 2x MEMBERS 0 STAIR PERIMETER SCOW � _q_..- g -3/4•ADVAN ECH SUBFLOOR GLUED&NAILED (���} `R 8q # -Ix3 STRAW"016'OC 0 BSMNT.CEILING� UDC J U e. 4—6-88 -MIN.R-30INSUI_WIVAPOR BARRIER f FOUNDATION SYSTEM _ -2040 COW,FOOTING W/KEYWAY 0 - � OUDAAA. CLOSCT/DINING SECTION ..FNDATI�!WALL PA. B DQ°OONMIOp°OR°,C H SECTION 5/8'40'ANCHOR SOLTS SPACED 0 39.0C W/MIN,7'EMBEDMENT A f! 6'-12'FROM END OF PLATES -PT 2x6 SWSEAL W/3-x3-x1/4•PLATE WASHERS 0 ANCHOR BOLTS 4•CONC,SLAB , W/6x6 W WM OVER "-� VAPOR BARRIER OVER COMPACTED FILL -TAR SEALANT OVER EXTERIOR OF WALL rara,o�zan nia �.rar.-+'a nnvc-sao n n n,r