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Home My WebLink About0040 VILLAGE LANE yo V�:�y� �r� G V(� Sty �U - ;I: L Town of Barnstable sa Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card.Must be Kept . Posted Until Final Inspection Has Been Made. Permit t6S9 `� Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made.r Permit No. B-19-4255 Applicant Name: George Davis Approvals Date Issued: 01/13/2020 Current Use: Structure Permit Type: Building-Addition/Alteration - Residential Expiration Date: 07/13/2020 Foundation: Location: 40 VILLAGE LANE,WEST BARNSTABLE Map/Lot: 155-007-002 Zoning District: RF Sheathing: Owner on Record: BUDLONG,JOYCE Contractor Name: GEORGE F DAVIS Framing: 1 Address: 40 VILLAGE LANE Contractor License: CS-056130 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $70,700.00 Chimney: Description: Construct 14'x 12' room addition. Permit Fee: $410.57 Insulation: Project Review Req: Fee Paid: $410.57 Final. G�� 01 Date: 1/13/2020 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 months after issuance. All work authorized by this permit shall conform to the approved application and the"approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. r -_ — — Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:, r Service: 1.Foundation or Footing 2.Sheathing Inspection _- _ Rough: 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 ons c racting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site �'� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Bl1dlI1g 1 Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept t uniiv�:�eL�. :I Posted Until Final Inspection Has Been Made. �� ' f 63q. �0 Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. 1 Permit No. B-17-4210 Applicant Name: Armen Safaryan Approvals Date Issued: 12/05/2017 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 06/05/2018 Foundation: Location: 40 VILLAGE LANE,WEST BARNSTABLE Map/Lot: 155-007-002 Zoning District: RF Sheathing: Owner on Record: BUDLONG,JOYCE Contractor Name: ARMEN SAFARYAN Framing: 1 Address: 40 VILLAGE LANE Contractor License: CSSL-106102 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $8,800.00 Chimney: Description: Re-roofing Permit Fee: $44.88 Insulation: Project Review Req: Fee Paid: S 44.88 Date: 12/5/2017 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 months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service:. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Pons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ' Town of Barnstable RECEIPT SAMWweta;. � 200 Main Street, Hyannis MA 02601 508-862-4038 asp , ' & Application for Building Permit Application No: TB-17-4210 Date Recieved: 12/5/2017 Job Location: 40 VILLAGE LANE,WEST BARNSTABLE Permit For: Building-Sidi ng/Windows/Roof/Doors Contractor's Name: ARMEN SAFARYAN State Lic. No: CSSL-106102 Address: Hyannis, MA 02601 Applicant Phone: (508) 776-2900 (Home)Owner's Name: BUDLONG,JOYCE Phone: (774)994-8990 (Home)Owner's Address: 40 VILLAGE LANE, WEST BARNSTABLE,MA 02668 Work Description: Re-roofing yy;^ t v e Total Value Of Work To Be Performed: $8,800.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Armen Safaryan 12/5/2017 (508)776-2900 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $8,800.00 Date Paid Amount Paid Check 4 or CC# Pay Type Total Permit Fee: $44.88 12/5/2017 $44.88 XXXX-XXXX-XXXX- Credit Card 8664 TotalPermit Fee Paid: $44.88 ........................................................................................................................................... THIS. IS NOT A PERMIT Town of Barnstable BU11C11I1 � Post This=.Card So That it�is Visible From the Street-Approved Plans"Must be Retainedbon Job and�this Gard Must be"Kept ; g *� Po"steel Until Finhlnspeetion HasBeen Made." Permit rug► . Where a Certific aate of�Occupancyis Required;such Building shall Not be O`acupie •.until a Final Inspection-.has been made. -Permit No. B-17-1534 Applicant Name: Elwell Perry Ap provals Date Issued: 05/31/2017 Current Use: Structure Permit Type: :Building-Insulation-Residential Expiration.Date: 11/30/2017 Foundation: Location: 40 VILLAGE LANE,WEST BARNSTABLE Map/Lot: 155-007-002 Zoning District: RF Sheathing: K�� Owner on Record: BUDLONG,JOYCE Contractor Name: Elwell H Perry,,Jr. Framing: 1 r . Address: 40 VILLAGE LANE ContractorrUcense: CS=104088 2 WEST BARNSTABLE,'MA 02668 , E t Pr`oject Cost: $4,252.00,. Chimney: Description. - AIR SEALING. INSTALL 7"CELLULOSE TO 1050'E PE N A1T�I,G. INSTALL P„.ermitsFee: $85.00 � $� Insulation: . .2" RIGID-INS. BOARD TO 195'KNEEWALL AREA�NSTALL 2 BATH FAN �" Fee<Paid $85.00 HOSES W/ROOF MOUNTED FLAPPERS. INSTALL 84PROP RWENTS• Final: INSTALL 8"FIBERGLASS INS.TO 65'DUCTS. " Date 5/31/2017 Project Review ReIq: FAIR SEALING. INSTALL 7"CELLULOSE TO 1050'OPE � Plumbing/Gas INSTALL 2"-RIGID INS:BOARD TO 195' KNEE A'LLAREA , "" Rough Plumbing: "INSTALL 2 BATH FAN HOSES W/ROOF MOUNTED FLAPPERS: � � 'Building Officialfinal_Plumbin INSTALL 84 PROP-R-VENTS. INSTALL 8 FIBERGLASS INS.TO 651 g: DUCTS. Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within sixmonths afterissuance: k34.; All.work authorized by this permit shall conform to the approved applicatiWand the approved construction documentsfor which;this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structuresssnall,a in compliance with the local zornng=by laws�and codes. " w This permit shall be displayed in a location clearly visible from access street or road and.shall be maintained openfoir,•public.inspection for the entire duration of the Electrical work until the completion of the same. v a � ,. Service: The Certificate of Occupancy will not be issued until all applicable signaturesbytheBuildmg and Fire Officials are prow dedonthis permit. . . ., .. a �� Rough Minimum of Five Call Inspections Required for Al Construction Work: a 1.Foundation or Footing 2.Sheathing Inspection Final. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to frame Inspection 3 S.Prior to Covering Structural Members(Frame Inspection) . 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,'Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire;<Depal u ent "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). 'Final:" Building plans are to:be available on site All Permit Cards are the property of the APPLICANT—ISSUED RECIPIENT" Town of Barnstable � 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit PA g e m><t Application No: TB-17-1534 Date Recieved: 5/17/2017 rn Job Location: 40 VILLAGE LANE,WEST BARNSTABLE -,t Permit For: Building-Insulation-Residential Contractor's Name: Elwell H Perry, Jr. State Lic. No: CS-104088 Address: Acushnet, MA 02743 Applicant Phone: (508) 992-5770 (Home)Owner's Name: BUDLONG,JOYCE Phone: (774)994-8996 (Home)Owner's Address: 40 VILLAGE LANE:, .WEST BARNSTABLE,MA 02668 i Work Description: AIR SEALING. INSTALL 7" CELLULOSE TO 1050' OPEN ATTIC. INSTALL 2"RIGID INS.BOARD TO 195' KNEEWALL AREA. INSTALL 2 BATH FAN HOSES W/ROOF MOUNTED FLAPPERS. INSTALL 84 PROP-R-VENTS. INSTALL 8" FIBERGLASS INS. TO 65'DUCTS. Total Value Of Work To Be Performed: $4,252.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be'excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Elwell Perry 5/17/2017 (508)992-5770 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project'Cost : $4,252.00 Date Paid Amount Paid Check'#or CC# Pay Type Total Permit Fee: $85.00 5/17/2017 $85.00 xxxx-xxxx-XXXX- Credit,Card 4419 ............ ....... ...... .......... ......:...,........... ... ......._........._......_........................................................ Total Permit Fee Paid: $85.00 w7wT�A bF ®Boise Cascade Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02 Dry 1 span No cantilevers 10/12 slope March 10,2016 15:39:03 BC CALCO Design Report Build 4516 File Name: G Davis_Budlong Job Name: Joyce Budlong Description: INTERIOR BEAM ' Address: 40 Village Lane Specifier: jlm City,State,Zip:Barnstable, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: I � l i l ! i i l l � •• `• i I I i ! ! �I ��l i l l i i l i i l i l i l i f l i l � i l -:�,75...-"fY .r: - '.Jae:• •?�:.Y: ^ry':�i'^> u>, !. ';r' _...r:-..- .,{ •.:-.`i;%• .y.. .Yb:n x�'-_T .{f - �.: a�.rL. ">'i(,�O_''v,,,1,• ��:: a t._. ,:P4s "3C%:.xL�;'v_,µi> .;'Y�i. ti�>Lr.. .2^`..`." "+}..: -�•..a4^ ..L._ :�». ka,�„ ..db^ s,;.�•?�9.� .,?az";''' _�, =M.-Man ,. � •,:�''• •``. - ,-t'y" <: ':a _ ^:f>+'?• ;,.^-,tip .�: BO 19-OQ00 B1 Total Horizontal Product Length=18-00.00 Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow wind Roof Live I BO,3-1/2" 1,62010 2,62-2/0 3,240/0 B1,3-1/2" 1,62010 2,622/0 3,240/0 Live Dead Snow wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 18-00-00 20 10 09-00-00 I 2 Unf.Area(lb/ft^2) L 00-00-00 18-MOO 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 26,782 ft-Ibs 53.5% 115% 3 09-00-00 i End Shear 5,251 Ibs 32.7% 115% 3 01-05-08 Total Load Defl. U341 (0.618") 70.4% n/a 3 09-00-00 ? Live Load Defl. U586(0.359") 61.5% n/a 6 09-00-00 i Max Defl. 0.618" 61.8% n/a 3 09-00-00 i Span/Depth 15 n/a n/a 0 00-00-00 %Allow %Allow I Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 6,267 lbs n/a 68.2% Unspecified B1 Post 3-1/2"x 3-1/2" 6,267 Ibs n/a 68.2% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. , Design meets arbitrary(1")Maximum total load deflection criteria. i Calculations assume Member is Fully Braced. Design based on Dry Service Condition. 015iAY0 Deflections less than 1/8"were ignored in the results. .,.m.... ' Fastener Manufacturer.Simpson Strong-Tie,Inc. `. ZE :g WV 91 N ii` 910Z i 919d1SM J0 NM01 Page 1 of 2 V I ± kti (�+)Boisecascade Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Eealn1F1302 Dry 1 span No cantilevers 1 0/12 slope March 10,201615:39:03 9C CALC®Design Report Build 4516 File Name: G Davis_Budlong Job Name: Joyce Budlong Description: INTERIOR BEAM Address: 40 Village Lane Specifier: jim City,State,Zip:Barnstable, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure r{ b a Completeness and accuracy of Input must i L� be verified by anyone who would rely on i a I output as evidence of suitability for a particular application.Output here based on building code-accepted design - i + 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 a minimum=1-1/2"c= 11" or ask questions,please call i (800)232-0788 before installation. b minimum=6" d=24" e minimum=1" BC CALC®,BC FRAMERO,AJS^" ALLJOISTO,BC RIM BOARD-,BCIG. I Install Screws with screw heads in the loaded ply. BOISE GLULAMTM SIMPLE FRAMING Member has no side loads. SYSTEM®.VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Connectors are:SDW22500 VERSA-STRAND®,VERSA-MOO are trademarks of Boise Cascade Wood Products L.L.C. I i i t I i . i NOISIAId - s l ZE :8 WV 91 Hai ' 91G6 I 319VISM9 �O NMr01 I i ®Boise Cascade �� Double 9-3/4" x 91-7/8i/ERSA-LAM®2.0 3100 SP Floor SeamIF1303 Dry 1 span No cantilevers 1 0/12 slope March 10,201615:42:18 BC CALC®Design Report Build 4516 File Name: G Davis Budlong Job Name: Joyce Budlong Description:Designs1F1303 Address: 40 Village Lane Specifier. jlm City,State,Zip:Barnstable, MA 02653 Designer: Customer: GEORGE DAMS Company: Shepley Wood Products Code reports: ESR-1040 Misc: i i I • - i%J:%": - :6: T)C'i'+;tt'- :il:a:.u>- ::.r- ;.;n\.. Y'y�. �2': 1°h"^r„_':jri ::;ye;..- '::ems .r=ti' .ar4:• -;v;•.- -:� �:'ks...;E:' '`max>:2� ..-P s .a:3`i`. .:`f'�+. 'c1t r:H., � ..a.•} -,.-.-. +;vx. ->},'. C��<`.' •R'=v F 1 f ^5Y. •a-�'a"'d '?�.:'v'- r:.l �...�'F:aY�4_. ,•7.\,- ,y. +.Y;'{':�,.,, - ~iY:" ,•.\n�-•'. � , �•:.R .�' yi:^ .�+3. ...-4::t-SikJ' �:�`-'. ,.r'-'a:;.S^--*�,n?:•.,.SA.'r.9X-a...<' �„�;a. .�'+v�,.-;x' ...dar.. +a`..i..r..zr-a ..k-2"nza:�. .�s,�{, .. ....:-ems.... .. S ..,.....,...,,,:.Ysn.. ... r.,<..;:-::-Ya,:...:.+::=•7 ,rr,..+ - 3;'•.P.,y`'f,N.;�.)x 'kiln..-:pC;(r. BO os os o0 81 Total Horizontal Product Length=09-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2 855/0 1,197/0 1,425/0 B1,3-1/2" 85510 1.197/0 1,425/0 l Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 09-06-00 20 10 09-00-00 j' 2 Unf.Area(lb/ft^2) L 00-00-00 09-06-00 15 30 10-00-00 Controls Summary Value %Allowable Duration case Location i Pos.Moment 6,254 ft-Ibs 25.6% 115% 3 04-09-00 End Shear 2,123lbs c 23.4% 115% 3 01-03-06 Total Load Defl. U999(0.094`) n/a n/a 3 04-09-00 Live Load Defl. U999(0.055') n/a n/a 6 04-09-00 Max Defl. 0.094" n/a n/a 3 04-09-00 l Span/Depth 9.1 n/a n/a 0 00-00-00 ` %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,907 Ibs n/a 31.6% Unspecified B1 Post 3-1/2"x 3-112" 2,907 Ibs n/a 31.6% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. i Fastener Manufacturer:Simpson Strong-Tie,Inc. i 1 NOZSUI10 i i } Z E :8 ON 91 N14" 910L 1 v l i 1 Page 1 of 2 319VISM9 JO 1V�'Oi t� 6 l ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-L-AMO 2.0 3100 SP Floor BeamIFB03 Dry j t span j No cantilevers j 0/12 slope March 10,2016 15:42:18 BC CALC®Design Report auiid 4516 File Name: G Davis g_Budlon Job Name: Joyce Budlong Description:Designs1F1303 Address: 40 Village Lane Specifier, jim City,State,Zip:Barnstable, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of Input must 3—' be verified by anyone who would rely on a I output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. i Installation of Boise Cascade engineered I wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=1-1/2%=8-7/8" or ask questions,please call b minimum=6" d=24" (800)232-0788 before installation. e minimum=1" BC CALC®,BC FRAMER®,AJS- ALLJOISTO,BC RIM BOARDTM,BCIV, Install Screws with screw heads in the loaded ply. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM®, Connectors are: SDW22338 VERSASTRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. I j I ! j I I . I NOISIAIG i i :8 WV 91 iN11111' 906 i I 319b1SNUO J0 NNOl i S - 1 JOB NO. B16-02 tD N v Budlon .dw N/F FB 31-60 PALEY IRON PIPE SET � � N N 78 29'43" N/F 7 o '882 w LEX ol� r+� IRON PIPE SET 63.4' F� IPE FOUND � 52 6, ESp. gg N/F `` ?'.No NSF '•:•:.r4^_ WOOD STAKE SET ; 389 OSM U N N/F COLBY 3 ;� • N SEPTIC LOCATION o / FROM AS-BUILT 96-547 !J O do IRON PIPE N=S F SET LOT 2 . 1. LOCUS IS A.M. 155, PARCEL 007-002.- 2. LOCUS IS IN FLOOD ZONE JX (<0.27. RISK) ON... 43 81`6±S.F. FIRM DATED JULY 16, 2'014. =AU 3. OFFSETS SHOWN ARE T03 E CORNERBOARDS. LOT COVERAGE -' s>tss,� EXISTING HOUSE 1Z,27±S.F. 9? s`Se EXISTING PORCH 2t14±S.F. EXIST. CHIM, BULK 5±S.F. rT N/F F PROPOSED GARAGE 432±S.F. ` ' COLB Y TOTAL 1918±S.F. LOT COVERAGE=1 918±S.F./43816±S.F.=04.4% IRON PIPE SET I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON 2/29/16. PLOT PLAN H of AtASS�Cy 4I ) l FOR o RONAL JOYCE BUDLONG JAMES a CADILLAC LOT 2, 40 VILLAGE LANE, W. BARNSTABLE, MA #357 FEBRUARY 29, 2016 SCALE: 1"=50' (�0' ES S\O a S Rv RONALD J. CADILLAC, PLS. RS. P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN ` P.O. BOX 258 4/14/2016--NEW GAR FOUNDATION WEST YARMOUTH. MA 02673 3/08/2016--LOT CORNERS SET ©2016 BY R.J. CADILLAC (508) 775-9700 N JOB NO. 816-02 N a Budlon .dw N/F FB 31-60 N IRON PIPE SET PALEY Lo `' m V o N 78 29'43a N/F 18782. w LEX IRON PIPE SET V 63.4' F� IPE FOUND ` /v O Np 0 52.6. 650. /r 492 /e`' N/F 0.... OSMUN WOOD STAKE SET �_, - �� `�89• N/F --� COLBY 3 ,� N SEPTIC LOCATION o, O / �l FROM AS-BUILT 96-547 / Z IRON PIPE NOTES I O T SET ` 1 1. LOCUS IS A.M. 155, PARCEL 007-002. 2. LOCUS IS IN FLOOD ZONE X (<0.2% RISK) ON 43,816 S.r C. FIRM DATED JULY 16, 2014. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS. sA ,s� LOT COVERAGE�� o `Sbs,SB• EXISTING HOUSE ;',1227±S.F. vSe EXISTING PORCH ,0214±S.F. F EXIST. CHIM, BULK 45±S.F. :v N/F PROPOSED GARAGE 432±S.F. COLBY TOTAL 1"918±S.F. L.l LOT COVERAGE=1918±S.F./43 16±S.F.=04 4% =5 --- css IRON PIPE SET ram. 3' I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON 2/29/16. ewes PLOT PLAN tN OF dlgss9cy FOR o RONALD �s JOYCE BUDLONG CADILLAC JAMES DIL LOT 2, 40 VILLAGE LANE, W. BARNSTABLE. MA � .N #35779 P FEBRUARY 29, 2016 SCALE: 1"=50' !q�E s 5\0�Q� s >zv RONALD J. CADILLAC. PLS. RS, P.C. V � PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 4/14/2016--NEW GAR FOUNDATION WEST YARMOUTH, MA 02673 3/08/2016--LOT CORNERS SET ©2016 BY R.J. CADILLAC (508) 775-9700 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1;7 Map Parcel 0 tJ Application # '6 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee 5 5 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �f U 1. L L o V-(l Village -'InnataII & Owner Address 6410 ?Y L i1 C&oL ul.L Telephone 9 e- N)e, e t-Po rCL Permit Request C n 12 J't mcf 02 4, dintackewl , a cu-o_a e, L&,i sk kto f- a 6o ve, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation A0, 000. Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes_�WNo On Old King's Highway:,XYes ❑ No Basement Type: 'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) _ Basement Unfinished Area (sq.ft) W-04 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: J existing _.new e��1 Total Room Count (not including baths): existing new First FI9(OlVaoaom Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑Other_t� NP�� pT w Central Air: L]Yes JNo Fireplaces: Existing New _ sng wcoal stove: ❑ `(es ❑ No Detached garage: ❑ existing new l ed- ool: ❑ existing ❑ new size _ 13a0692Ueexisting ❑ new size_ lF Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name tit Telephone Number 60L q�?c31 Address License # SOL&L , c y u uA . M A OR-G ea 4 Home Improvement Contractor# 01 CIO Worker's Compensation # (A_ S00(50)4J90a Q LR ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO d°l%�t Exro SIGNATURE DATE s i FOR OFFICIAL USE ONLY r APPLICATION# . DATE ISSUED . MAP/PARCEL-NO. ADDRESS VILLAGE OWNER K- d DATE OF INSPECTION: , FOUNDATION FRAME .Sli /�o j2kc INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL . 1 PLUMBING: ROUGH FINAL 1 GAS: ROUGH FINAL ' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r. x , �F IKE pQ� yP O.i. * WA NMBLE. MASS, m i6;q. 'Town of Barnstable ap �0 ATEp�,IA Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize G CO v e. 3I) Q_V LU' , _TX C_ to act on my behalf, in all matters relatiN e to work authorized by this building permit application for: (Addre s of Job) l Signa e o caner j Date Print Na If Property Owner is applying for permit, please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\2PIOIDHR\EXPRESS.doc Revised 040215 I i C e Affairs &Business a�CRgiaa Regulation CG3 License or registration valid for individul use only. \Office of Consumer Affairs&Business Regulatioo g 0WqME IMPROVEMENT CONTRACTORbefore the expiration date. If found return to: gistration: 160164 Type: Office of Consumer Affairs and Business Regulation piration: .7/2/2�f6:: Private Corporation 10 Park Plaza-Suite 5170 - Boston,MA 02116 GEORGE DAVIS, INC.:'.. GEORGE DAVIS _ 33 NORTH MAIN STREET.- SOUTH YARMOUTH, MA 02664 Undersecretary Not valid without signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards Cons-- - . %_V1j.N, ucLlorl Supe1visuor License: CS-056130 GEORGE F DAVI!S- - -' ';. 33 N MAIN ST Z S YARMOUTH 113A 026 Expiration Commissioner 03/01/2017 i The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): G p n e LJ/Q y i_f T Ko— Address: kl, No Y f L M C1114 City/State/Zip: Phone#: Are you an employer?Check the appropriate.box: Type of project(required): 1. am a employer with J 1, employees(full and/or part-time).* 7. ❑New Construction 2.❑I am a sole proprietor or partnership and have no employees working for me in g. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.❑I am a homeowner doing all work myself[No workers'comp.insurance required.]t 10 E]Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole I L❑Electrical repairs or additions proprietors with no employees. 12.E:]Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. Roof repairs These sub-contractors have employees and have workers'comp.insurance.t p 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14 Other G Q 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 'Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have . employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:LrQ C(✓G t C CL th &1 ,pty'((' Policy#or Self-ins.Lic.#: ��( C d Q� 0 �� q Q Q �g' A Expiration Date: II � � Job Site Address: 46 V L1 LO . La[( G City/State/Zip:1 Attach a copy of the workers'com nsation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the sins and penalties of perjury that the information provided above is true and correct. Signature: I' Date: t3 1 1 6 I CO Phone#: SO J -Ip 4 - U,3 a, Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: GEORDAV-01 TRAMIREZ ACORO° DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 3/4/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Mason&Mason Insurance Agency,Inc. PHONE 781 447-5531 FAX 781 447-7230 458 South Ave. (JC No�: (A/C,No):( ) Whitman,MA 02382 nI DRless:info@masonandmasoninsurance.com INSURER(S)AFFORDING COVERAGE NAIC 0 INSURER A:The Travelers Indemnity Compan 25658 INSURED INSURER B:NGM Insurance Company 14788 George Davis,Inc. INSURERC:Associated Industries Insuranc 33 North Main St. INSURER D: South Yarmouth,MA 02664-3437 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.. . . . . . . INSR I TYPE OF INSURANCE A60CfS BR POLICY EFF POLICY EXP LIMITS LTR INSD I WVD POLICY NUMBER MM/DDNYYY MMIDDNYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE T OCCUR 680790OM2261642 01/12/2016 01/12/2017 PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) $ 50,000 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PPOLICY PRO- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: I$ AUTOMOBILE LIABILITY COMBINED INGLE LIMIT $ 1,000,000 Ea accidentS � B ANY AUTO M9M28491 10/26/2015 10/26/2016 BODILY INJURY(Per person) $ 20,000 ALL OWNED �( SCHEDULED BODILY INJURY(Per accident) $ 40,000 AUTOS AUTOS X X NON-OWNED PeraccidenDAMAGE $ 1,000,000 HIREDAUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE Is DED I I RETENTION$ I$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY X STATUTE I iER C ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WCC50050143902016A 03/05/2016 03/0512017 E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? N❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Office Copy CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE George Davis,Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 ACCORDANCE WITH THE POLICY PROVISIONS. 33 North Main Street South Yarmouth,MA 02664 AUTHORIZED REPRESENTATIVE I I (�,� - ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD � 'A WC Guide to Wood Construction in High Wind Areas: 110 mph Wand Zone Massachusetts Checklist for Compliance (780 0AR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE Wind Speed 3-sec.gust) 110 mph WindExposure Category.................................................................. .............................................................B ✓ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories <_.2 stories ✓ RoofPitch ..........................................................................(Fig 2) ............................................ 'I Z <_ 12:12 r/ MeanRoof Height ..............................................................(Fig 2)..............................................1.?!5' ft <_33' ✓ BuildingWidth,W...............................................................(Fig 3)................................................Y ft <-80' Building Length, L ..............................................................(Fig 3)..................... <80' ✓ Building Aspect Ratio(L/W) ...............................................(Fig 4)...................�. -.�..�........ < .1 —L Nominal Height of Tallest Opening (Fig 4)................................ `.....:z....... <_6'8" s/z ................................... 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ i 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. IConcrete Masonry................................................................... ................................................................ NA i 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ................................. ........(Table 4)........................................,...... 2 V in. Bolt Spacing from endfJoint of plate ............................(Fig 5)..................................... 1,0 in.s 6°-12" ✓ Bolt Embedment-concrete........................................(Fig 5).................................................10 in.>_7° Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_ 15" /VA PlateWasher...............................................................(Fig 5)...............................................a 3"x 3°x Ya" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)......................\\........... Maximum Floor Opening Dimension...................................(Fig 6).................................................31 ft<_ 12' L Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... ✓ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d NA Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).....................................:.............. ft <_d tVA FloorBracing at Endwalls...................................................(Fig 9)...................................................... ......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2)._._d nails at in edge/_in field 4.1 WALLS Wall Height IG,. Loadbearing walls........................................................(Fig 10 and Table 5).....................8.9_ft <_ 10, 1 Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... 1'' ft <_20' ✓ Wall Stud Spacing ........................................................(Fig 10 and Table 5 16 in.s 24�o.c. r✓ Wall Story Offsets . ........................................................(Figs 7&8)...........................................—ft <_d NA 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x K - ft_in. r/ Non-Loadbearing walls...................................:.............(Table 5)..............................2x't_-�ft_in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 nJ Gypsum Ceiling Length (if WSP not used)..................(Fig 11)............................................_ft>_0.9W AN\ and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. ............................... nrF or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays N A Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... r-I ft r� Splice Connection(no.of 16d common nails).............(Table 6).......................................................... In �✓ AWC Guide to Wood Construction in High Wind AYeaas: 110 r-rph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Tables 7)...................................................... 2 ►� Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)...............................(Table 8)........................................................ 2 ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. q ft_in. <_ 11' ✓ Sill Plate Spans ........................................................(Table 9)..................................?ft_in. <_11' ,i Full Height Studs (no. of studs)...................................(Table 9)........................................................ 3 ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..................................3• ft-in. <_ 12' ✓ Sill Plate Spans...........................................................(Table 9).................................. Z ft 6 in. <_12" ✓ Full Height Studs(no. of studs)....................................(Table 9)........................................................ 2— r/ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W r- Nominal Height of Tallest Openingz ...................................................'...s.. ................ <_6!8" Or Sheathing Type.............................................(note 4)........................C.0.k....?Sf'.L...... J Edge Nail Spacing.........................................(Table 10 or note 4 if less).......................�in. Field Nail Spacing .........................................(Table 10)............................:.................... 10 in. ✓ Shear Connection (no.of 16d common nails)(Table 10)........................................................1�+-- ✓ Percent Full-Height Sheathing.......................(Table 10).....................................................f _ % J 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... r� Maximum Building Dimension, L 10 Nominal Height of Tallest Openingz........................................................................16 u <6'8° Sheathing Type.............................................(note 4)................................c..).X..... '.S� L ✓ Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... r. in. Field Nail Spacing.........................................(Table 11)................................................. /2 in. Shear Connection (no.of 16d common nails)(Table 11)........................................................ �. Percent Full-Height Sheathing.......................(Table 11)....................................................7% 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................. ................................................................ u 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19).............to" ft<_smaller of 2' or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................ U=Z plf ✓ Lateral.............................................(Table 12).............................................L= plf ✓ Shear..............................................(Table 12).............................................S= 2r plf d Ridge Strap Connections, if collar ties not used per page 21... (Table 13).......... ....................T=!rz plf Gable Rake Outlooker.........................................(Figure 20).............�I ft s smaller of 2'or L/2 ✓ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ U= /�Ib. ►� Lateral (no.of 16d common nails)...(Table 14).......................................L= I ✓_ Roof Sheathing Type...................................................(per 780 CMR Chapters 58'a��5�9) ............ ✓ Roof Sheathing Thickness........................................... .............. ....... C.�.v..... 3. in. >_7/16"WSP ✓ Roof Sheathing Fastening...........................................(Table 2)..Q.U}.-....� "..Q�`�'.G'�:.. j.��.1 f.._ ✓ Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. �®Bolse Cascade Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1F602 Dry 11 span 1 No cantilevers 1 0/12 slope March 10,2016 15:39:03 BC CALC®Design Report Build 4516 File Name: G Davis_Budlong Job Name: Joyce Budlong Description: INTERIOR BEAM ' Address: 40 Village Lane Specifier: jlm City, State,Zip: Barnstable, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: I I I I 2 1 I I I i I B0 18-0ao0 B1 Total Horizontal Product Length=18-00-00 Reaction Summary(Down/Uplift) t Ibs Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,620/0 2,622/0 3,240/0 B1, 3-1/2" 1,620/0 2,622/0 3,240/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 18-00-00 20 10 09-00-00 2 Unf.Area(lb/ft^2) L 00-00-00 18-00-00 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 26,782 ft-Ibs 53.5% 115% 3 09-00-00 End Shear 5,251 Ibs 32.7% 115% 3 01-05-08 Total Load Defl. U341 (0.618") 70.4% n/a 3 09-00-00 Live Load Defl. U586(0.359") 61.5% n/a 6 09-00-00 Max Defl. 0.618" 61.8% n/a 3 09-00-00 Span/Depth 15 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x M Value Support Member Material BO Post 3-1/2"x 3-1/2" 6,267 Ibs n/a 68.2% Unspecified B1 Post 3-1/2"x 3-1/2" 6,267 Ibs n/a 68.2% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer:Simpson Strong-Tie, Inc. ti r Page 1 of 2 i Boise dascade Triple 1-3/4" x 14" VERSA-LAM(g) 2.0 3100 SP Floor Beam\F1302 Dry 1 span No cantilevers 1 0/12 slope March 10,2016 15:39:03 BC CALC®Design Report Build 4516 File Name: G Davis_Budlong Job Name: Joyce Budlong Description: INTERIOR BEAM Address: 40 Village Lane Specifier: jlm City, State,Zip: Barnstable, MA 02653 Designer: . Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure .l 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 c on building code-accepted design properties and analysis methods. • t• • 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 a minimum= 1-1/2"C= 11" (800)232-0788 before installation. b minimum=6" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJST"" ALLJOIST®,BC RIM BOARDTm,BCI®, Install Screws with screw heads in the loaded ply. . . . . . . . BOISE GLULAMM,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: SDW22500 PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. i i I ®Boisedascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\F603 Dry 11 span No cantilevers 1 0/12 slope March 10,2016 15:42:18 BC CALC®Design Report Build 4516 File Name: G Davis_Budlong Job Name: Joyce Budlong Description: Designs\FB03 Address: 40 Village Lane Specifier: jlm City, State,Zip: Barnstable, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: I 1 1 1 i I I I I II I I I I BO 0&06-00 B1 Total Horizontal Product Length=09-06-00 Reaction Summary(Down/Uplift) (lbs Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 855/0 1,197/0 1,425/0 B1, 3-1/2" 855/0 1,197/0 1,425/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 09-06-00 20 10 09-00-00 2 Unf.Area (lb/ft^2) L 00-00-00 09-06-00 15 30 10-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 6,254 ft-Ibs 25.6% 115% 3 04-09-00 End Shear 2,123 Ibs 23.4% 115% 3 01-03-06 Total Load Defl. U999(0.094") n/a n/a 3 04-09-00 Live Load Defl. U999(0.055") n/a n/a 6 04-09-00 Max Defl. 0.094" n/a n/a 3 04-09-00 Span/Depth 9.1 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,907 Ibs n/a 31.6% Unspecified B1 Post 3-1/2"x 3-1/2" 2,907 Ibs n/a 31.6% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer:Simpson Strong-Tie, Inc. Page 1 of 2 ®Boisedascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP - Floor l3eam\Fl303 Dry 11 span No cantilevers 1 0/12 slope March 10,2016 15:42:18 BC CALC®Design Report Build 4516 File Name: G Davis_Budlong Job Name: Joyce Budlong Description: Designs\FB03 Address: 40 Village Lane Specifier: jlm City, State,Zip: Barnstable, MA 02653 Designer: Customer: GEORGE DAVIS Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure .I b d Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for 0 0 0 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 building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2"c=8-7/8" (800)232-0788 before installation. b minimum=6" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM ALLJOISTO,BC RIM BOARD-,BCI®, Install Screws with screw heads in the loaded ply. . . . . . . . BOISE GLULAMTM SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Connectors are: SDW22338 o VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. i JOB NO. B16-02 CIV I' Budlong.dw ; N ^• v> N/F FB 31-60 WELL PALEY � N O ' f N a `�/ o 0 78 29'43., w ,b 187• j a N/F { I Q- atop LEX 63' ��R.i�1. 0 52.6' 6s, ti N/F ; 10 OSMUN .91 .. J.` 38 N/F 38� COLBY 3 v w SEPTIC LOCATION f c 4/FROM AS-BUILT 96-547 ti ry t NOTES LOT 2 1. LOCUS IS A.M. 155, PARCEL 007-002. 2. LOCUS IS IN FLOOD ZONE X (<0.2% RISK) ON ' 4 H S.F. FIRM DATED JULY 16, 2014. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS. LOT COVERAGE R`SO B- EXISTING HOUSE 1227±S.F. v3y EXISTING PORCH 214±S.F. EXIST. CHIM, BULK 45±S.F. N/F F PROPOSED GARAGE 432±S.F. C O LB Y TOTAL 1918±S.F. LOT COVERAGE=!918f S.F./43816±S.F.=04.4% I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED ED IN�E FIELD ON 2/29/16. PLOT PLAN It 1 FOR AOF.INgSsgCy JOYCE DUDL®NG �n RONAIo lull LOT 2, 40 VILLAGE LANE, W. BARNSTABLE, MA o JAMiES CAaILLAc c FEBRUARY 29, 2016 SCALE: 1'=50' T35?79 !�°"Fss\°'o RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (A —J (508) 775-9700 ©2016 BY R.J. CADILLAC JOB NO. B16-02 c0 Budlong.dwg N ^• N/F FB 31-60 PALEY U-j S WELL 1 N u') N O • m N 7 o � o 0 829•43„o W 187,82- \v/ N/F 63' b low"A LEX i v Rq�� 0 52.6, ii 2 0 OU r .190._. OSMUN 3891 N/F 3e' COLBY 3 io SEPTIC LOCATION o) (o 44 FROM AS—BUILT 96-547 i 2 1 NOTES LOT 2 ?� ti 1. LOCUS IS A.M. 155, PARCEL 007-002. 2. LOCUS IS IN FLOOD ZONE X (<0.2% RISK) ON 43)8 1 6±S.F. FIRM DATED JULY 16, 2014. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS. t l , LOT COVERAGE s� `so 6B• EXISTING HOUSE 1227±S.F. t 6. EXISTING PORCH 214tS.F. F EXIST. CHIM, BULK 45±S.F. N/F PROPOSED GARAGE 432±S.F. v C O LB Y TOTAL 1918±S.F. LOT COVERAGE=1918±S.F./43816±S.F.=04.4% • F I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON 2/29/16. PLOT PLAN •FOR .,IOFkfq JOYCE DUDLONG jam' 9 o`v RO ALD cy� JAP•1�ES �,. LOT 2; 40 VILLAGE LANE, W. BARNSTA®LE, MIA CADILLAC N FEBRUARY 29, 2016 SCALE: 1'=50° 35779 RONALD J. CADILLAC, PLS, RSA P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 'NEST YARMOUTH, MA 02673 ©2016 BY R.J. CADILLAC (508) 775-9700 h r JOB NO. 816-02 m a Budlong.dw N 44jN/F FB 31-60 ; 8 WELL PALEY N to N p cn 0 v' o o N 78 2g 43, K . o N N/F LEX 63' a p�Op � i V O 52.61 IV i ,/1 /ate 10:::,..::J�. 389 O S M U N 1 N/F 3B COLBY 3 t c N SEPTIC LOCATION �/FROM AS-BUILT 96-5470) co ' ^O O 1ro ' NOTES i LOT2 1. LOCUS IS A.M. 155, PARCEL 007-002. 2. LOCUS IS IN FLOOD ZONE X (<0.2% RISK) ON 43)816± S. F. FIRM DATED JULY 16, 2014. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS. 1 ' LOT COVERAGE i i f `sp Ge EXISTING HOUSE 1227±S.F. s`�S+ EXISTING PORCH 214±S.F: EXIST. CHIM, BULK . 45±S.F. N/F F PROPOSED GARAGE 432±S.F. l C O LB Y TOTAL 1918±S.F. LOT COVERAGE=i918±S.F./43816±S.F.=04.4% I' t I CERTIFY THAT THE LOCATIONS SHOWN ON THIS ; PLAN WERE MEASURED IN THE FIELD ON 2/29/16. PLOT PLAN Z`-f "FOR KOF/d4ss JOYCE DUDLONG JON L cyc� LOT 2, 40 VILLAGE LANE, W. BARNSTABLE, MA CADIL LAC FEBRUARY 29, 2016 SCALE: 1"=50' t'pPEssNO_,`r RONALD J. CADILLAC, PLS. RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN n / P.O. BOX 258 WEST YARMOUTH, MA 02673 111 ©2016 BY R.J. CADILLAC (508) 775-9700 w "iE ram' A Barnstable Old Kings Highway Historic District Committee ? 200 Main Street,Hyannis,VIA 02601,TEL. 508-862-4787 Fax 508-862-4784 APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,.Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photagraphs accompanying this application for: Cheek all categories that apply, 1. Building construction: PrNew ❑ Addition ❑ Alteration 2. Twe of Building: ❑ House ; GaragObarn ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting,roof ❑ new roof ❑ color/material change,of trim,siding,window,door 4_ Sign: El New Sign ❑ Existing Sign ❑ Repainting Existing Sib 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wail ❑ Tennis court ❑ Other 6. Pool ❑ Swimming ❑ Other man-made pool ❑ Solar panels ❑ Other Type or Print Legibly: Date( MOTE AR applications mutt be signed by the curnent owner Owner(print): U_ovu, IALwt.6 Telephone#: /IoZl Address of Proposed Work: U^ Village i Lot Mailing Address(if diffeereni) i a n ��1.VlC P O Fl iOas (A)Cjn 0 YrL 0� 61 pe a Owner's Sigimtnre SP e. xa,C(,Ck C,d, Description of Proposed Work: Give particulars of work to be done: OF) S�+1�c_�— 1 �' X �(� to�.�,.e� �ca �e nc lau1 Agent or Contractor(print): GZL rn, m JL,QVnn O C Telephone i#: Address: fl 9 �10(l {� O d64 - Contractor/Agent'signature: RECEIVED For committee use only. This Certificate is hereb APPROV8D Date 4x • ZO 6 Members signatures GROWTH MANTAUCIMENT 42 c AP MAR 092p16 Town°I ,S Highway Old Committee 1 Q:\Boards and Counmiqfon.AW Kings Highti gAOKH A;phcatiora\OKH DRAFi'2011 Cerr Appropriamness DRAr--:doe i CERTIFICATE OF APPROPRIATENI ESS SPEC SHEET Please subfnit S Copies Foundation.Type:(Max. 12"exposed)(material-brick/cement,other). C'O ', t'f' Siding Type: Clapboard_ shingle V other. Material: red cedar white cedar other Color. Chimney Material: Color: _/ eX)fE y Roof Material: (make&style) I�.f "t, 4,PpKALt t,0 Uh Cl,t d,�t r: Roof Piteh(s): (7A2 minimum) 12 (specify on plans for.new Buildings, major additions) Window and door trim material: wood other material,specify A 16k Size of cornerboards 1 X G size of casings(1 X 4 min.) .1 n q color_(A)LI, Rakes Ist member I X�2d member _I X rZ, Depth of overhang <� Window: (make/model H ay yCymaterial L V l color (J k F4,r, (Provide window schedule on plait-for Buildings, Major Sul 'lions) Window grills(please check all that apply: true divided lights_ exterior glued grills_ grills between glass�/removable interior None Door style and make: n Lb 1 r,k) 9 C, material pu Color. L l f,IJ Garage Door,.Style Size of opening 9 X Material Ji(�6 L Color bt h,t ,n Shutter Type/Styl&Material: W[IA Color- Gutter TypelMaterial: A I (k i ni.yLLwN Color. Deck material: wood other material, specify Color. RECEIVED Skylight,type/make/model/: material Color: R, z4 7 EUII Sign size: TypeIMaterials: Ferry r Li Fence Type(max 6' )Style material: Color: Retaining wall: Material: APPROVED Lighting,freestanding on building illuminating sig2QJf OTHER LWORMATION: Trnnm of Barnstable Old"King's Highway THE ATTACHED CHECK LIST MUST BE COMPLETED AND SUBMITTED Committee Please provide samples of paint colors anufacturers brochure of windows,doors,garage.door,fences,lamp posts etc Signed: (plan preparer) Print ame 2 Q:\Boards crud Commissu nAOId Kuzgs fJ ghway\OKHAppluwzu nAlOK1i DRAFT 2011 Cert Appropriateness DRAFT doc Town of Barnstable Geographic Information System . February 18,2016 s 156001001 156034 IF #6 156029002 156007 #20 #35 #S97 , 155042 156028 155034 #9 �9 #881 156027 #0 1550114, /� #905 #150 155023 155012 15501__4X=r__°,, #0 155039 #132 ® k96 2481131022 ' (� #245 155010 155013' 155021 #147 15500 1001 �� #�4• #9999 131043 �j� r 155043 #128 q� #2465 #2469 155005002 O • 155048A00 #2465 00, 9p 155015® 5#48 155035 155009 #121 � 155050 #2461' 131044 #195 AN 2[#26 #.10� �'rr �165007004 #82 #2449 v 155017 155016 #2465 131045 ® # 155037 #40 ® #24 155038 CW 155007003 165004 #2439 #20 #105 155020 1 31#39 131046 131021 • 155003 #242� 155044 #50 #295 #75 #2444 155018A01 ® #2415# 155030 165008 � 155007002 S 165019 #2416 131020 ® #21 g 155007001 #40 155003001 155040 #2401 #307 #45 #85 #2377 i� 4 q� 131019 131057 • l a�E #325 #280 ��P 155045 155002 v5 #2400 131023 40 #298 t�#2kl10'7i21202 • #23131 #2321104• w �,�� 155046003 �® #2321103 l� ` • #2380 155031 r-ur 15500200A #2321203 #c�� ,#2321101 155046002 #2412 131026 #2370 #2412 #340 155051 155046001 • #0 #2346 ,131025 1# 02 155032002 #330 131030 #142 #2350 155001 155032001 131027001 130030 #2231 #2320 #378 131031 #0 164002 #140 130012 #0 0 �9 et #2135 tltlt DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:155 Parcel:007002 boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel W+ 1°=100'may not meet established map accuracy standards. The parcel lines on this map Owner:BUDLONG,JOYCE Total Assessed Value:$356600 are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:1.01 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:40 VILLAGE LANE such as building locations. Buffer ! �. t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel_ Application # Health Division oVIT qq Date Issued _ Conservation Division 4Q1� Application Fee Planning Dept. A ST Permit Fee Date Definitive Plan Approved by Planning Boar Historic - OKH _ Preservation/ Hyannis Project Street Address Village UP-at `U(LYYU(rf Wi, _ Owner Address e A Telephone - - 10PA; Permit Request G bntL A41 JU m e K �P ka tlwct . 0 4 " Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation lhj , Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family, (# units) Age of Existing Structure 19 Historic House: ❑ Yes SMo On Old King's Highway: ❑Yes4 No Basement Type: )4 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 1 Number of Baths: Full: existing new Half: existing I new Number of Bedrooms: I existing 0 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: VGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes V No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ,. Name ._�QY Telephone Number 4 � I Address "Pi, License # yY t MA 0 Z 62 6 Home Improvement Contractor# JGOM Worker's Compensation # W CL 6 X C7 4,19 a2A SSA, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �_(�� XCo _ SIGNATURE DATE 114 I l(o it 5u - FOR OFFICIAL USE ONLY 1 _ APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ` DATE OF INSPECTION: FOUNDATION FRAME INSULATION R` FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL a -GAS: ROUGH FINAL .FINAL BUILDING A) Dg. .�y m DATE,'CLOSED OUT ASSOCIATION,.PLAN NO. f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): 6 ryl ro C. @ Q.y i1.C_ U Address:Vtl ��1��,Lv M a_-U lt>reet City/State/Zip: t yp;, v Phone -,3 9 - O&3z Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 'Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition working for me in any capacity. employees and have workers' insurance. 9. ❑ Building addition [No workers comp.comp. insurance required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for any employees. Below is the policy and job site information. ,} Insurance Company Name: A SS'nC Ll-t M t AAwpt,r(,Pt( L 1lJGt 1�GlGI(.fi Policy#or Self-ins. Lic.#: j CC OOI�O' �3 O i;L.01�h�f�� Expiration Date: t 3'��I Job Site Address: U V( l,L u e, LQ.(CL C/ City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify unde#e pains and penalties of perjury that the information provided above is true and correct Si"_ ature: Date: r� I 1 (_ Phone#: \E oe-j44 -�� 3,2- Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i A�® CERTIFICATE OF LIABILITY INSURANCE 1/DATE(M DD,YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: Mason&Mason Insurance Agency, Inc. PH°NE 781-447-5531 FAX 781-447-7230 458 South Ave. (AICE-MAIL Whitman MA 02382 info@masonandmasoninsurance.com INSURERS AFFORDING COVERAGE NAIC 9 INSURERA:The Travelers Indemnity Com an 25658 INSURED GEORDAV-01 INSURERB:NGM Insurance Company 14788 George Davis Inc. INSURER C:Associated Industries Insuranc 33 North Main St. South Yarmouth MA 02664 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:987881984 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSD WVO POLICY NUMBER MM DDY EFF MM DD POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY 1680790OM2261642 1/12/2016 1/12/2017 EACH OCCURRENCE $1,000,000 ❑X OCCUR DAMAGES( RENTED CLAIMS-MADE PREMISES Ea occurrence) $300,000 MED EXP(Any one person) $50,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY JET LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY M9M28491 10/26/2015 10/26/2016 COMBINED SINGLE LIMIT $ Ea accident 1,000,000 ANY AUTO BODILY INJURY(Per person) $20,000 AUTS OWNED X SCHEDULED BODILY INJURY(Per accident) $40,000 X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $1,000,000 AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE IAGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION WCC50050143902015A 3/5/2015 3/5/2016 PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETORMARTNER/EXECUTIVE E.L.EACH ACCIDENT s500,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $5OO,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN GEORGE DAVIS, INC ACCORDANCE WITH THE POLICY PROVISIONS. 33 N MAIN ST 02664-3145 AUTHORIZED REPRESENTATIVE South Yarmouth Ma 02664 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ( e�omncaruueal a��avaac .uae License or registration valid for individul use only �\Office of Consumer Affairs&Business Regulation IMPROVEMENT CONTRACTOR before the expiration date. If found return to: gistration: 160"164 Type: Office of Consumer Affairs and Business Regulation 99ME piration: .7/2/2�'1V. Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 GEORGE DAVIS, INC.';.' GEORGE DAVIS _..•s c/1�— - .. 33 NORTH MAIN STREET."` SOUTH YARMOUTH,MA 02664 Undersecretary T Not valid without signature Massachusetts -Department of Public Safety Board of Esuiidiny Regulations and Standards 8 Construc'Llon Supervisor License: CS-056130 GEORGE F DAVITS` 33 N MAIN ST S YARMOUTH MA OZ6 Expiration Commissioner 03/01/2017 i OF THE 1p�_ , O� snarrsrneM "�: ,m� Town of Barnstable �EGMA�A Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I fig , as Owner of the subject property hereby authorize e0 ra e, 3 ety LU' , IA-c. to act on my behalf, in all matters relative to work authorized by this building permit application for: (Addre s of Job) Signa e o caner Date Print Na If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\2PIOIDHR\EXPRESS.doc Revised 040215 Acupuncture &Acupressure (Results 1 - 17 of 17) —acupunture West Barnstable MA 02... Page 1 of 1 Barnstable Holistic Center 1`d5a'S Not Rated I Write a Review 40 Village Lane,West Barnstable, MA 02668 Phone I Map it (508)362-2711 http://yellowpages.superpages.com/listings.j sp?SRC=comwp&CS=L&MCBP=true&C=ac... 3/12/2009 Barnstable Assessing Search Results Pagel of 3 �y V® 1D INNIS Home: Departments:Assessors Division: Property Assessment Search Results New Search kr �{ New Interactive Maps >> t"s�7iaveL S'. Owner: 2009 Assessed Values: AIKEN, CAROLE A 40 VILLAGE LANE Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $219,800 $219,800 155 /007/002 Extra Features: $2,900 $2,900 Outbuildings: $0 $0 Mailing Address Land Value: $ 170,900 $ 170,900 AIKEN,CAROLE A Totals $393,600 $393,600 40 VILLAGE LN Residential Exemption Received=$100,964 W BARNSTABLE, MA. 02668 2009 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $60.58 Fire District Rates Town Ri Barnstable FD-All Classes $2.37 $6.90 C.O.M.M.-All Classes $1.08 Town Co W. Barnstable FD Tax(Residential) $830.50 Cotuit FD-All Classes $1.43 $6.12 Hyannis-Residential $1.78 Town Tax(Residential) $2,019.19 Hyannis-Commercial $2.77 W Barnstable-All Classes $2.11 Commur Total: $2,910.27 Construction Details Building Property Sketch & ASBUILT Property Sketch legend Building value $219,800 Interior Floors Carped Style Cape Cod Interior Walls Plastered 1 Model Residential Heat Fuel Gas Grade Average Plus Heat Type Hot Water http://www.town.bamstable.ma.us/assessing/2009/displayparcelO9map.asp?mappar=15500... 3/13/2009 Barnstable Assessing Search Results Page 2 of 3 Stories 1 1/2 Stories AC Type None Exterior Walls Clapboard Bedrooms 3 Bedrooms Roof Structure Gable/Hip Bathrooms 2 Full+ 1 H �1 Roof Cover Asph/F GIs/Cmp living area 1960 3 Replacement Cost $228961 Year Built 1997 . Depreciation 4 Total Rooms ' 6 Rooms a , Land CODE 1010 t3 ' Lot Size(Acres) 1.01 Appraised Value $ 170,900 Assessed Value $ 170,900 As Built Cards: 1 3T vZ" s View Interactive Maps > Sales History: Owner: Sale Date Book/Page: Sale Price: AIKEN,CAROLE A Mar 24 1997 12:00AM 10664/242 $ 192,200. . NICKULAS, LARRY D TR Aug 5 1996 12:OOAM 10331/163 $1 NICKULA,WILLIAM Aug 15 1995 12:OOAM 9817/114 $0, CONANT, FRED D EST OF May 15 1991 12:OOAM P0389-El $ 1 CONANT, FRED D May 15 1950 12:OOAM 762/105 $0 CONANT, FRED D M-792 9862/228 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL2 Fireplace 1 $2,900 $2,900 Property Sketch Legend BAS' ,First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area(Unfinished) BMT' Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN .Canopy FUS Second Story Living Area(Finished) UST Utility Area (Unfinished) FAT Attic Area,(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story (Unfinished) http://www.town.bamstable.ma.us/assessing/2009/displayparcelO9map.asp?mappar=15500... 3/13/2009 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY '^ PARCEL ID 000 000 071 GEOBASE ID ADDRESS 40 VILLAGE LANE PHONE (508)362-8295 WEST BARNS'rABLE MA ZIP 02668- LOT 2 BLOCK ') LOT SIZE DB.A DEVELOPMENT DISTRICT , PERMIT 21915 DESCRIPTION SINGLE FAMILY DWELLING (PMT.#19698) ' PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety i ARCHITECTS: and Environmental Services i TOTAL FEES: BOND $.00 ` .CONSTRUCTION COSTS $.00 ;f T 756 CERTIFICATE OF OCCUPANCY BAItxsrABi.E. _ _ MAM i OWNER RICKULAS BUILDING; 039. ADDRESS P.O.BOX 507 D x0 i WEST BARNSTABLE, MA BUIL VI DATE ISSUED 03/20/1997 EXPIRATION DATE ; �TO'GIN OF 1';BARNSTABLE BUILDING *PERMIT >... •� �� t4"..« ) .P - PARCEL IDS-000 rb,00,- 07.1 a I T D ADDRESS' 40 VILLAGE LANE ?k ,: .- PHONE . BARNShBIE, MA ` ZIP 02668— LOT 2 . , i :-- BLOC I LET SIZE DBA � .� DEVELOPMENT DISTRICT PERMIT 19698 DESCRIPTION SINGLE ,FAMILY DWEL&NG (SEW,PMT* #96-5�47) `PERMIT *T,YPE BUILD TI 'LE =a ' NEW-,RESIDENTIAL:ErDG PMT} CONTRACTlOkS: NICKULAS BUILDING CO. Department of.Healtli, Safety A CHITECTS: - and.Environmental Services "DOTAL FEES: $549.fig , .Q; OxTHE BOND $.00 , CONSTRUCTION COSTS $177,320.00 1:;i 101 $INGL FAM HOME DETAGHk 1 A; •PRIVATE P �:� s,I,ABM iMASS. OWNER r NICKOLAS BUILDING, ) ES A ADDRESS,. 1 '. P 0.BOk 507 . ", r.= BUILDING ISION . " WEST SAI�NSTABLE, MA BY !' --' Tn4TION. DATE 5 ^ _ APPROVED OR Si .'Y OR PERMANENTLY.EN- UNI. v JURISDICTION.STREET OR TOWN OF BARNSTABLE MAY riKG.THE ISSUANCE OFTHIS OF E, .: ❑ GAS ❑ WIRING —.f ❑ PLUMBING lk' BUILDING KE :•.�.•� APPLICABLE, SEPARATE ✓. :RMITS ARE REQUIRED FOR Cr` � � At ' ECTRICAL,PLUMBING AND MECH. �+ �1�(� EQL�I'I L`JICAL INSTALLATIONS. 1/ PNT:,` J # _IL BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS ,p �,►� 7t�I.�ts eras .off 2 2 ;S ftC 2 /V e-PV ��'✓� ��`'� �' ' • ,.mot' /27-97-•�-�-i�� -�� - ,ey 3 1 HEATH G INSPECTION APPROVALS ENGINEERING DEPARTMENT I + 2 BOARD OF HEALT r a OTHER: SITE REVIEW APPROVALDr Vzo WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CO*='- INSPECTIONS'INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. " BUILDING •941� PERMIT I I 1 !I 1 S I I I � I • I ¢ I I , I � I I � . i l� 1 Dco --C )00 -07 ' Assessor s Office(lst floor) Map Lot l� Conservation Office(4th floor) P Date Issued Board of Health(3rd floor)(8:30-9:30/1:00- 2:0 �-a+i tN t t Engineering Dept.(3rd.floor) House#1 "�/UJ •-:` , a^3 1ANCE Planning Dept. (1st floor/School Admin.Bldg.) E. AND I proved by Planning Board 19_ � E `" S �77��/ P 4 S C� �o v .+TOWN OF BA STABLE Building Permit Application ress ��/s c oy,,7,r -(;�7 4(� Village 4�J y f>a i •�- n Owner ^/. `¢J Address ✓✓� Telephone 3 z Cr 2 /r, Permit Request 5/e r- Z6 Total 1 Story Area(include 1 story garages&decks) /16 iZ square feet ix/y q � Total 2 Story Area(total of 1st&2nd stories) ZZ square feet Estimated Project Cost $ j p /11.3•Y 1J i Zoning District O[[�� Flood Plain /►l Water Protection i14 Lot Size y.3 ff( Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Sn � Construction Type kJa<d -e . Commercial / Residential Dwelling Type: Single Family ✓ Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths 2-, No.of Bedrooms 3 Total Room Count(not including baths) First Floor (em Heat Type and Fuel u J Central Air Fireplaces Z1 Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name u/`� !�f Telephone Number 771-1�o/ 0 Address License# �Cl . Home Improvement Contractor# -( of / Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) t FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ° MAP/PARCEL NO. ADDRESS VILLAGE OWNER s ' J DATE OF INSPECTION: i FOUNDATION FRAME it )-q/?' ' INSULATION �;/'��;!`a 7 FIREPLACE r' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH 'FINAL ' GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED'O;UT :l ASSOCIATION PLAN NO. I • _ r C a I LLI i I •t.1 141, y_ r I .�f'� -- Imo_ J. 'L—J ., �j •:I ��,. '�J LL, _ ; . ��:��.. .I -- easy✓ems. ---6...� a.n....e� J I ___-ITT I I - I � I � O• e...or �w".��`� \v L__J L__J L__ I -i S. I.. I 211V•off..•._ — ' u�.,.ec.r I I o—..:.. I �Ilff I .e:.•-e L ' eyes Z U All �OLJN TIOhI .'LaN A-1 W Q =:. : : LU I I I _ o0. ------------ r d v w 9Cco "� PtJ.N e A-2 t W - %1 Q - W 71 Li LLIJ 1 � U 1p6Q I I FiCHT 9IDC ELH•/ATionl ' ' I I I Z - -- I -Gv -- �erT1 eioc e�c;•P-Tio� A-3 r /B7• BZ � S 79 G« /�� 3o,DA' E.YisrirvG 56' O M 0 ry 7,V9T TH'/a" AWI-I; AVZIW(OA710/d/ .bCRICr" Of GOT /V0, .0 N O S 7D X5 .S�i9Gdl 7;-i`E Zp/e//NG I i OF �p JOHN yG P. DOYk,P,ill No.33589 ti 407- /VO. 2 .'V Al 19rtc�' Q t1E f 7thf1 53 1.4 ir Jq Ul " a - .. e k Y'r '� Q6'YyY { j• i,� v 1 f r t F 30, t 11 �o„�, , ,aaAIL al MazeZIxudalb esrL' 600 9A "44i stmd Jamesa C:mseu Cfoes, �?asaarlta 02t t t ;. w Camnnssaner Workers' Compensation [tt==ce Affldavit (�aeee,eer�l . with a principal place of business do hereby certify under the paints and peuaities of-pe* y, that: [ am an empjoyer providing workers' aorttpensation coverage f®r my effiployeesIA this job. insurance Company T Policy Number t) [ ant a sole proprietor and have no one working for me in anY CzP'ac?tY- am a sole proprietor, general contractor or homeowner (dr s one) and Gav en e hi m sadon policies. eommctors itrced below who Have tbP- following worker' t nJ/ Contractor Insurance Cry/Policy ComracmrAle . 47 � yy Contractor Itiastraaee CmnpanylPoIicy () t im a homeowner performing aiI the work myself• I anal.-.�sn.:.hag a co7f of C*,L—jwmm wit be fWwvded to 9:e OMM d tnva of d%@ 01A rat aererssevet and du - cares of a tfoe of w m St. oc:c:�e u mcz:—.ed under 5=10n ZSA of MGL 152 ran lead m the yeas' t,rMr -mam u we11 as cw pemalda In the(am d a STOP WORK ORDER and a flea dS20Q00 a day opftut me. G , t 9,�� Si;e- ned this of a�Z ns ermittee Budding Departttteat Ucensing Board Seiecuaens Office Rdr,•n.•.,h•.. ' JPN��N t N Application'to �. 6PPN 00P i�S NP 6PNpsj/, . . L• 'C\./� „ 1 44 l . Old' Kings Highway Regional Historic District Committee E in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470. . Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: IS New Building ❑ Addition' ❑ Alteration Indicate ty pe of building: 0 House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑.Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE J+•F_I�1?�19�L� ADDRESS OF PROPOSED WORK I�oT # 2 Y�1'dge Ln If�Ins{able '1 ASSESSORS MAP NO. OWNER Pawk-°4- ASSESSORS LOT NO. Ce/7 HOME ADDRESS ?t7.E3c EfX-r, TEL. NO. —3loZ-loZJs FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). 12'"L.a'i -.11 LAA U et Go 1D V. n 1 l o a�CL � f5I rtk oZlo'f i�, AGENT OR CONTRACTOR � — YGl1;— AS�ta-Ces IrtG 771 — �jOd TEL. NO. ADDRESS IS90 ZA, MA OZlo S2. i DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8, other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). Ga�c• 9�11� �10u5� w� i1rc1')k . L Y2c7r vt" t7oy�,,e. y e:EW' , � .. Sign Soacezbelow i,, n �Comm,ttee use. �ter-cont a for-Agent D CReccrv'd 6y UDC. D��e�" � The Cert � ate is�hereby D Time TOWN OF S ' t LD y)N ARN�TAB� ' Apl)rovecl L; IMPORTANT II Certificate is approved, a pproval is subject to the 10 day appeal period provided in the Act r - OLD KING'S HIGHWAY HISTORIC DISTRICT SPEC S H E E T FOUNDATION 95" our co �e SIDING TYPE h� ( � ,� COLOR `varUya CHI MNEY TYPE_ riG�c. COLOR $r,d� ROOF MATERIAL A - ba��. COLOR S ->Ire L>lenA PITCH y� II/12. 12-AZ , 4 A2 WINDOWS (PAP Ar%Aer,5en bole, �unA S SIZE at'ies: 2. TRIM COLOR lt� OOORS�•�eel� moo• ,�an�,��IS Ii�e �trenrh � COLOR w4e SHUTTERS_ GUTTERS 1,h �1 ►� DECK arch - Pre�urc•Tc GARAGE DOORS 1AA COLOR Notes : Fill out completely* including measurements and materials/colors to be used. Three copies of this form are required for sutmittal D D D of an application. along with three copies each of Q O the plot plan. landscape plan and i when applicable. elevation p Jn- , 'Plot Plan need not be "Certified" . but shou I c all structures on the lot to scale . 'tn f- ,A IN o Ur I ° r/j/ -_?�SPHaLT �21vE c(l I.�IALK- i�ESIGe�c � 'c ° o o r N?.—fUlzsLL �/�f��T"ATION - I_oT zl�2 81 co s.r O© v __C.ANDSGAP� PL..AN f :i Do HIII �TRT - _- lo� v } i i d 9� �1z 12 1EEL iz 11� I _=-LEFT SI�� .ELE�/ATION o Bev l A r le- 0 — — — — — — — — — — — — — — — — — — — I� W o Z BU/LD/NG DE I I T Ivl-beam — a� Rm 4 Pll TOwNOFBARN I I o STABI n X o GARAGE AA 3 a u U:::: 0 r +-' W I I x W qrovide 241. N N i MA32"attic I r o I_ Foundation: see section for details � Z � 3' b' rlo I I I '15"w x 36" % m ui 0 I I I xit, eep cons. 7. '7' T< — — — — — — — — — — I I 9'x 1'Overfiead Door I J -30 r/o : .: — J ca �' 'ISthdB� Isthd5 apron 24x24Awning } E' APA wall 18' WINDOW SCHEDULE SATE: - Proposed Garage Q 2/9/16 CALL- OTY. MANUFACTURE DESCRIPTION ROUGH OPENING note OUT SCALE: N Q 2 Harvey classic 24310 2'6•x 4'1" white,screen,white interior latch Q 3 Harvey AVVN21 2'1/2"x2'1/2" SHEET: k� Pg-1 I - - - - - - - - - - - - - - I - - - - - - - - - - - - - -n 0 > � - - - - - - - - - - - - -- - - - - - - - - - - - rt m m < f - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - i iI-I r-11 H H ©®0 cc m v o' N UI SHEET TITLE: NO. DESCRIPTION BY DATE m A m Joyce Budlong George Davis, Inc. i m 40 Village Lane 33 North Main Street Front and Right n� o Barnstable, MA South Yarmouth, MA elevations �— IW4.l�•Otuu•N:wM�R r CD m m v 0 - - — — i - - — — — - i - I i - (D v r m m - r. 0' - - IA IA SHEET TITLE: NO. DESCRIPTION BY DATE tqm p m Joyce Budlong George Davis, Inc. i � � T .. 40 Village Lane 33 North Main Street Left and Rear w o Bamstable, MA South Yarmouth, MA elevations auxr.auu.auvrw Figure 1. Construction details for APA portal-frame design with hold downs L EXTENT OF HEADER DOUBLE PORTAL FRAME MWID BRACED WALL PANELS) WENT OF HEADER SHEATHING FILLER PORTAL FRAME{ONE BRACED WALL IFNEEDED PANEL)- -4—A MIN.r X 11.29'NET HEADER P. > 0: .4A 0 FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTAL 16D 000 L9 i, 2 x 10 continuous ridge w/ low Le HEADER 2x4 collar ties @ 16"o/c ;-r ROWS OF 16DSMER NAILS AT r O.C.TTP. STRAP(REF. FRAME SINKERS STRAP CONSTRUCTION 2..4 ROWS IWO UB STRAP OPPOSITE SHEATHING NO.LSTA24) j. 3.O.C. (REF.NO j LSTA2d) 6 FASTEN SHEATHING TO HEADER WITH 8D COMMON OR FORAPANEL,• 4 3 tab asphalt shingles z SPLICE GALVANIZED BOX NAILS IN Y'CRtD PATTERN AS SHOWN AND NUN.2X4 NEEDED]PANEL to match existing MAX. �.L. r O.C.IN ALL FRAMING(STUDS.BLACKING.AND SILLS)TYP. :-: i EDGES SHALL FRAMING H m '&t-- ...: ..j solid blocking 4' house, 1/2"ply,2 x b EIG WIDTH(SEE TABLE 1) OCCUROVERAND TYP. sty as"LED TO o/c end 2 bays @ rafters @ 16"oc,H2.5 ;+ COMMON eli=r- gable ends clips to plates INU AM OCCUR 4200 LB WITHIN MIDOLE 2V TIE MrN.12)2X4 • OF.-p - WALL KIEIGHIT. MIN.(2)2X4 ONE ROW OF 3- DOWN 3T MIN.THICKNESS WOCO DEVICE0 O.C.NAILING Is STRUCTURAL PANEL SHEATHING REQUfRED sN EACH (REF.NO. 12 pitch IL PANEL EDGE STHID14) t.. MIN,4200 L13 STRAP TYPE TIE-DOWN DEVICE(EMBEDDED in INTO CONCRETE AND NAILED INTO FRAMTNGt INSTALLED 0 PER MANUFACTURER.(REF.NO.STHD14.) KUM.IODDLB U) TTEDOWN UK PLATE WASHER DEVICE(REF. 2 x 10 joists @ 16"0.c. No.STHM ONE&W[Xk ANCHOR BOLT WITH rMIN.EMWCWUff brd., FOUNDATION- [it wl lxb fence .. ........................ ........... I < 5 pitch ply center 6'sectionut PER=E 44 A SECTION AA < FRONT ELEVAPO (ONE PORTAL FRAME SEGMENT) SIDE ELEVATION X U) -5: lVl beam=(3) 1 3/4" APA waluga,age door S Exterior walls:w.r,. header(2) 1 3/4"x 11 7/8" x 14"V-L siding, lvl, continuous to corner housewrap, 1/2" z Cn ply. Oc, Cn 2 x 4 studs 0 %D d) I 518"x 10"ANCHOR 2x6 TREATED PLATE w/sill seat BOLTS Yd 1/4 x 3*steel plates.space bolts 2'o/ 00 continous#5 to bar c plus comer bolts 4 In p 12"of all outside and 5"concrete floor stab on inside comers.ensure compacted sub grade and 6" min.of 2 bolts per each al Q) < select gradeable fill.floor slab to- wall panel section C 7 be.3500 psi 3/4" 73 10 -77- see foundation — 4) drop top of found.at :3 garage doors and run section for details IM-0 slab over Ur) 8*x T 9"CONCRETE FOUNDATION WALL > E FL71 8"x 16"CONCRETE FOOTING reinforced W 2 as#5 horizontal • ke bars 3"from bottom. Elevation 1 Garage Foundation Section Foundation a & Bath Bedroom Y ►NG BUS DEPT • Z Kitchen F . 04 2016 First Floor Plan �BARNSTA zal TO w Bath Bedroom Dining Room / Family Room —UP— Second Floor Plan .� L O Existing Half Bath New Custom Tile& Existing Half Bath Z Glass Shower New Custom Tile & `� m to Glass5hower m I Bedroom I d I m Living Room � � o • L L - - - - New Entry Closet +, I I i ry Hall I I' I Ln SCALE: Front Porch I F as noted New Entry Closet SHEET: Bath Renovation Pg-1 `�'.,�i 1 y1r+�'•3 J 'd' _ - t• - a .1• r �!�, i f �•� i X'Sal, :r f I' , • ... •'F ,t 11 '1 ', /� •7j M•. L , + ,N,T.£ r •ti4 i'• _rt , _ / V 1 /', c r ,' `+ a .+�,(_w' n �, 9�v/AsD�37' "TIN rr� �.�{�1 t+ ' ,r! t 1 _ " 16� +f T'cr:;•w N Sp TM tiiAiy r-'•'f '�rK ".£ti Y� ��F • S - •, �' •. „• r - , w.fi,�i^_(:.l _ :�'..t f'•It,�t • N r.Ti+'i r `� 'jf ♦[. 1 •J•. a , tit ffxT 'l`� �E4'T.' t � t Y. CON �� _,}� r^{1 "Lr 4�1G^A') J�4•Y. v}-.. .M'9 • •2. � - � f w •, . p�a�Z [1t •� Cl) si ��•�e�•` �;"• t\'? '� �'i m,,, CFI.��.�r � '� •`, ' �,�+ NOTY Ch fy� RI ':a 4 Aso •i-g.� i7ti +'}�• + _ •' �! Ll+/rl.K`p+ }1ifi a f .. H 'f�� `p •t ` (�.• ^ •', p� . IN i,�;� I lr a�� ,� lid. f� 3. � J �: • •_ +. ,� • + . . ki �'.1'� y{y��•�r,y,'x �t. +�'!:+ ��' � r• r. �� 4 .1•,r �. y Yti � 't ,. -r •�' T •. i � r t ky:� r•y• _ SO/L.S H/h'Lc/A7iON /IEsIILTs ioP /=oc%uD l77oi1/ /_=t, = 28.so " SE�✓AGE SY-STEA Prq'D�/�E _ T / �L,2G. 273 1? T-Z --- EL, -- Z8AP 11 oAOsy LOAMY covc. Co vEr2 9 M/.v, / *• - jt�Ax•� 9"M/N, si9ivd S,AN.D v .Pisf,%oe. 3 b',N19 4' D/ST 80X h/ 6 SUMP /Nv. r - r-- 3G N MAX, Z�'CQVER OF % �STo�✓E. ¢2" Ec.Z3.3 E /Z'"/r✓r✓E/E' .D/HENS/D�✓ 22,70 ` 61.11.7I 44 R[�C, SCH. f'.li C• .�/�E sch/• 4d v,C. 56'AITX /pE y l • •�/w o 0 GAS :1�`y'• '.�� ,r:r, : S72WE (3�'fJc/Mf.Sw G /sTo.✓E Z ELF70 i o e o a c o c c o 0 0 osTH f /rt/t` C /L1ED/U/71 20 .7 i o o e - -- - o ° fir— 70 G B FD OF USE /SDO 6, sFPT/C Ti9N�S' /1///71' s ^'E g STavE czvsh�0 /a /NLET/ddTLET TEES 7.Z /�E� TLC F/l�E• SToi✓E g¢• ' /.1•3� BOTTOM OF TEST /20" E�•/G.8 /JGL77,cSrED G,eL+e,010A07Z5C 4C-11-3 G�OlJN1)/UAT£� M0 T 4C-AI iW7,5 C6 0 30't 7 J.-.T f E•�•�//1E0 ON A116, B� /99< P S7¢4 WAsO STONE ' 2'74 O,h! (3).SUo G LEAG'N CHA�B�S ��' 2 3,r s 6•- so�Ls Fvr>'G l/ATa,2 - ✓, .00 y� •; . - ' � , -• . - , . , , �i��' �ATF < 2 M/�I///n/cH_ �E.t�C; TAT�X7/t/iV ,j2 :' ` L L ASS I SO/L 7. 1,S;'Z-AN GE/ICh' -5Y.S7-'M LOT A/0. .3 SFh/AGE �-S/GN CA1-Cz/LA7-/0N5 J s)�• i pEsiE�/ f�ow <I T //D GPI PC.P d11,P/y X 3 BD/e/�S. 330 BEd. s�j o ti 33o CP-0 4;.7¢ G/�r/1)/91� _ ,S4G S,F, l�Al�i�C- �2�1J/,2ED• o ,57 O G, J74NE'IT2. USE �3) S/.D'EZ5 AAM AT �i✓Ds. a �� ' S V� E /= 26-o/ 3• Plfo S/ON ZO7OM= /D x 30 940 s•F Gf��/ - __ SioEs �ZotGo� X 2 = /GD .3'.F (IV TTAL � isia✓ 300 t/60 = ¢GO �:F p)OUp Lei SGn 4• Aoo& 11SF /5D0 6/I�• �5E"�TiE; TA DPPL/CANT: N/C�UZAS BU/LD/N6 Cp . �? .�5 0�. •,, „�� = w m ,,• ,�� ' �7p CpMMd/V,CAT/ONS WAY "/ZO• -- -- / //Yi9NN/S> MAtv Q 2G4/ NodsE' �j ,\ • c� V ,,, ASs��SoR.s /YIAP : /�/i''/O /SS �f��G, �3 7 G o T 2, `r �_ rAE✓,r c .\ i h 5 .'tee L 9 10 LOTiv0.1 , sysrE�►, r V� �� ' •Cyr LOT Mo. 2 S/TE 4A40 SEH/,466 /P14AI FOr2 OJA OF MAssq �• Z� bW.=-z41A1C- ANd �W.9GE �YS7'EM JO G �tM of M LOT A/O, 2 I//GLf16E Z,41 = P, — Am<eT NO, 40 ✓/Gta9GE�Z.109A/E • C-> DOYLE, No.33589 WILLMM 9 O AG 9AAEBRISTE 311 EE 7- No.28SU 9G /400 1 MAL �'2S7A-