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0234 LITTLE RIVER ROAD
ACT.IVE Town of Barnstable a� Building HARNsraer e ` Post This Card�So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept nuns& Posted,Until Final Inspection Has Been Made. Where a Certificate of Occupancy is Required,such Buildingshall Not be Occupied until a Final Inspection has been made p�y.mit. I Permit m Permit NO. B-19-2435 Applicant Name: GEORGE W. BLAKELY Approvals Date Issued: 08/07/2019 Current Use: Structure Permit Type: Building-Addition/Alteration- Residential Expiration Date: 02/07/2020 Foundation: Location: 234 LITTLE RIVER ROAD, COTUIT Map/Lot: 054-006-005 Zoning District: RF Sheathing: Owner on Record: RODRIGUEZ, RAQUEL M & LYNCH, Contractor Name"-,,GEORGE W BLAKELY Framing: 1 Address: 1453 MAIN STREET Contractor License: CS'014344 2 CONCORD, MA 01742 T F " �" Est. Project Cost: $90,000.00 Chimney: i .Description: REMODEL MASTER BATH -ADD FULL BATH UP INSTALL HARDWOOD Permit Fee: $509.00 FLOORS UP- REPLACE 4 WINDOWS ADD 20 SQ FT TO FLOOR AREA Insulation: M Fee Paid:' $509.00 IN LIVING ROOM NO CHANGE TO EXISTING ROOF.'.'ADD:100 SQ FT Final: TO EXISTING DECK Date. 8/7/2019 e Project Review Req: 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. 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 , ;7. 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: 1.Foundation or Footing Fin„ Rough: 2.Sheathing Inspection m.. 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: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Application NumberR-:�.19..- ELARNSTABLF, J'A 3 0 20, PIP MASS. Permit Fee..: .. O .............Other Fee................... 039. TOW/V OF BA RPJS 9 . . ..... .. ... TotalFee Paid............................................................... ...... TOWN OF-BARNSTABLE ......... . .on. ....... . .on... ............. Permit Approval by...... ... BUILDING PERMIT Map............ ............Parcel........ ........................... APPLICATION Section 1 — Owner's Information and Project Location Project Address JT- Village L Owners Name Owners Legal Address— Q��,kY City \1_Q State zip Owners Cell# E-mail Section 2 —Use of Structure Use Group_Q_� cubic Commercial Structure over 35,000 c i feet ❑ Commercial Structure_iinder 35,000 cubic feet LGl Single/Two Family Dwelling Section 3 — Type of Permit ❑ New Construction ❑ Move/Relocate E] Accessory Structure ❑ Change of use El Demo/(entire structure) ❑ Finish Basement El Family/Amnesty ❑ Fire Alarm Rebuild 0 Deck , Apartment Sprinkler S I ystem ❑ Addition ❑ Retaining wall ❑[] .-Solar �Kenovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description 4 k oo JJTC11 U-M �'-e kegZS Last undated: 11/15/2018 Application Number. ......... Section 5—Detail Cost of Proposed Construction G Ica„ Square Footage of Project �� [ Age of Structure 23 Dig Safe Number -WkGL— 3 iC01&0`� # Of Bedrooms Existing :3 Total#Of Bedrooms (proposed) Y � 110 MPH—Wind—Zone Compliance Method r 0 MA Checklist ff WFCM Checklist ❑ Design Section 6—Project Specifics []Wiring ❑ Oil Tank Storage ❑ Smoke Detectors Wplumbing ❑ Gas Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom ` ! 1 Water Supply Public ❑ Private Sewage Disposal ❑ Municipal Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: 46W-A I am using a crane ❑ Yes 0 No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Q Proposed Use ��� �� Lot Area Sq. Ft. 39y Total Frontage / S D Percentage of Lot Coverage ' ' # of Dwelling Units (on site) Setbacks Front Yard i'®ek-MQ Required Proposed *W Rear Yard t4o 121tzY Required Proposed qX i Side Yard vld C� �Q Required Proposed 40 6 0 Has this property had relief from the Zoning Board in the past? ❑. Yes LUJ No Last updated: 11/15/2018 JoHN R. ECUs, R.P.L.S. Registered Professional Land Surveyor ,t E � { a f r 78 North Street • 3'Floor • Hyannis,MA 02601 Phone: 508-771-7502 . Fax:508-771-7622 Email:jellis@baxter-nye.com i 4_f a o o rAM. 0 r• O AAb r �J Y` 39 Ac. jtH� 8 Wn-R % k,. 7-1.IA7- T.y.,-- 4wJwnojv 10C.47 �+-t) IT' S�/OGt/iv h�E.2E0�C/C'OV/,vL YS !y%rho S'CA L�- �i �'�►�T OA 7E Ja N. Z S"/OE.0 /E AI/O SET.HA Cle- � .�EgU�.2Fiv1E.t/7'S off" Tf7/�' 7"awrt/DF •�•C..4it1 .2E.cE�2E�t/G'� B��uSrAB�� ,Q,vo /s AIW Lor 9 ,Coc,4 r�� 1,riiry/N TyE .�,LoaaoG4/,f/, M-AP 54- pGL f OATS'= �'Z-9G ,B�lXT,E.es.f✓YE /i(/C. Tf//S o,CA.v/S �l/oT B,4.SE� �v Ate!/ .2EG/S'TE.2EG� .44��� SU.eli6' 0.�,4S�TS Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constr'''on-SSpervisor CS-014344 4pires: 03/20/2020 r GEORGE W BLAKELYf 130 REDWING�LN/PO BOX.206 BARNSTABLE MA 02630- Jo-t\N Commissioner C4 ��/re �ponvrreaaziaeal o�GJ 1 tarlm'dea Office of Consumer Affairs$Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:,Individual Registratio R n valid for individual use only e i on it ion before the expiration date. H found return to: 1Qg514 =; 07/13/2020 Office of Consumer Affairs and GEORGE W BLAKELY = One Ashburton Place-suite 1301usiness Regulation Boston,M Og GEORGE W.BLAKELY 130 REDWING LN/PO BARNSTABLE,MA 021i30` Undersecretary Not alid Withot4 s gnature 0 Boise Cascade Double 1-3/4 x 11-7/8 VERSA-LAM® 2.0 3100 SP PASSED FB03 (Floor Beam) BC CALCO Member Report Dry 11 span I No cant. July 30,2019 15:01:19 Build 7192 Job name: Jackson File name: Blakely Jackson Address: 234 Little River Rd Description: Slider header City, State, Zip:COtuit Specifier: Builder: Designer: William Campbell Code reports: ESR-1040 Company: 2 3 4 1 0 6 I, 12-07-00 131 B2 Total Horizontal Product Length=12-07-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 537/0 252/0 B2, 3-1/2" 537/0 252/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 116% 160% 126% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 12-07-00 Top 12 00-00-00 1 ceiling Unf.Area(lb/ftZ) L 00-00-00 12-07-00 Top 0 10 01-04-00 2 Gable Trapezoidal(lb/ft) L 00-00-00 Top 0 0 n\a 06-03-08 0 80 3 Gable Trapezoidal(lb/ft) L 06-03-08 Top 0 80 n\a 12-07-00 0 0 4 Roof Unf. Area(lb/ft2) L 00-00-00 12-07-00 Top 15 30 01-04-00 Controls Summary Value % Allowable Duration Case Location Pos. Moment 2567 ft-Ibs 10.5% 115% 1 06-03-08 End Shear 679 Ibs 7.5% 115% 1 01-03-06 Total Load Deflection U999(0.069") n\a n\a 1 06-03-08 Live Load Deflection U999(0.02") n\a n\a 2 06-03-08 Max Defl. 0.069" n\a n\a 1 06-03-08 Span/Depth 12.3 % Allow % Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 789 Ibs n\a 8.6% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 789 Ibs n\a 8.6% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L1360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2015. Design based on Dry Service Condition. Install Screws with screw heads in the loaded ply. Member has no side loads. Page 1 of 2 Boise,Cascade• Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP PASSE® i' F11303 (Floor Beam) BC CALC@ Member Report Dry 11 span I No cant. July 30,2019 15:01:19 Build 7192 Job name: Jackson File name: Blakely Jackson Address: 234 Little River Description: Slider header City, State, Zip: COtUit Specifier: Builder: Designer: William Campbell Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member b d a c e a minimum= 1-1/2" c=4-1/2" b minimum=4" d= 12" e minimum= 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SIDS 1/4 x 3-1/2 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is 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 CALCO, BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARD TM,BCI@, BOISE GLULAMTM, BC FloorValueO, VERSA-LAM@,VERSA-RIM PLUS@, Page 2 of 2 MN� Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP PrSSED FB01 (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. July 30,2019 10:08:51 Build 7192 Job name: Jackson Residence File name: FB01 Address: 234 Little River Rd Description: floor beam City, State, Zip: Cotuit Specifier: Builder: Designer: William Campbell Code reports: ESR-1040 Company: z 4 3 1 1 l 1 1 1 l 1 1 1 1 1 1 1 _1 -1 1 0 B 1 04-00-00 B2 Total Horizontal Product Length=04-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 165/0 613/0 464/0 B2, 2" 155/0 576/0 436/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 126% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 04-00-00 Top 10 00-00-00 1 floor Unf. Area(Ib/ftz) L 00-00-00 04-00-00 Top 40 10 02-00-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 04-00-00 Top 0 80 n\a 3 ceiling Unf.Area(lb/ftz) L 00-00-00 04-00-00 Top 0 10 07-06-00 4 roof Unf.Area(Ib/ftz) L 00-00-00 04-00-00 Top 15 30 07-06-00 Controls Summary Value % Allowable Duration Case Location Pos. Moment 884 ft-Ibs 5.5% 115% 3 02-00-12 End Shear 515 Ibs 7.1% 115% 3 01-01-00 Total Load Deflection U999(0.004") n\a n\a 3 02-00-12 Live Load Deflection U999(0.002") n\a n\a 6 02-00-12 Max Defl. 0.004" n\a n\a 3 02-00-12 Span/Depth 4.6 % Allow % Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 1085 Ibs n\a 11.8% Unspecified B2 Hanger 2"x 3-1/2" 1019 Ibs n\a 19.4% Hanger Cautions Hanger model Hanger was not found. Hanger has not been analyzed for adequate capacity. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong-Tie, Inc. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Install Screws with screw heads in the loaded ply. Member has no side loads. Page 1 of 2 Bois e Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP PASSED FB01 (Floor Beam) BC CALC@ Member Report Dry 11 span I No cant. July 30,2019 10:08:51 Build 7192 Job name: Jackson Residence File name: FB01 Address: 234 Little River Rd Description: Floor Beam City, State, Zip: Cotuit Specifier: Builder: Designer: William Campbell Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member b d a c • • r e a minimum= 1-1/2" c=3-1/4" b minimum=4" d= 12" e minimum = 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SIDS 1/4 x 3-1/2 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is 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 CALCO, BC FRAMERO,AJST"/, ALLJOISTO, BC RIM BOARDTM,BCIO, BOISE GLULAMTM, BC FloorValueO, VERSA-LAMO,VERSA-RIM PLUS@, Page 2 of 2 BoiseCascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP PISSED FB02 (Floor Beam) BC CALC®Member Report Dry 13 spans I L&R cant. July 30,2019 10:07:53 Build 7192 Job name: Jackson Residence File name: FB02 Address: .234 Little River Rd Description: Floor Beam City, State, Zip: Cotuit Specifier: Builder: Designer: William Campbell Code reports: ESR-1040 Company: 0 3 4 2 1 1 1 1 1 1 1 1 5 1 1 1 1 1 1 1 1 1 0 03-00-00 09-00-00 03-00-00 B2 B3 Total Horizontal Product Length=15-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" 633/0 1723/0 819/0 B3, 3-1/2" 633/0 1723/0 819/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 15-00-00 Top 10 00-00-00 1 floor Unf.Area(lb/ftz) L 00-00-00 15-00-00 Top 40 10 01-04-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 15-00-00 Top 0 80 n\a 3 gable Trapezoidal(lb/ft) L 00-00-00 Top 0 0 n\a 07-06-00 0 60 4 Trapezoidal(lb/ft) L 07-06-00 Top 0 60 n\a 15-00-00 0 0 5 roof Unf. Area(lb/ft2) L 00-00-00 15-00-00 Top 15 30 01-04-00 6 FB01 Conc. Pt. (Ibs) L 00-00-00 00-00-00 Top 155 576 436 n\a 7 FB01 Conc. Pt. (Ibs) R 00-00-00 00-00-00 Top 155 576 436 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 0 ft-Ibs n\a 115% 32 15-00-00 Neg. Moment -3962 ft-Ibs 24.7% 115% 17 12-00-00 Cont. Shear 1450 Ibs 20.0% 115% 16 12-11-04 Total Load Deflection 2xU448(0.161") 53.6% n\a 32 15-00-00 Live Load Deflection 2xU1998(0.084") n\a n\a 67 15-00-00 Total Neg. Defl. U999(-0.08") n\a n\a 32 07-06-00 Max Defl. -0.08" n\a n\a 32 07-06-00 Cant. Max Defl. 0.161 16.1% n\a 32 15-00-00 Span/Depth 11.4 1/6 Allow % Allow Bearing Supports Dim.(LxW) Value Support Member Material B2 Wall/Plate 3-1/2"x 3-1/2" 2812 Ibs n\a 30.6% Unspecified B3 Wall/Plate 3-1/2"x 3-1/2" 2812 Ibs n\a 30.6% Unspecified Page 1 of 2 � Bj,s;e Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP PASSED FB02 (Floor Beam) BC CALCO Member Report Dry 13 spans l L&R cant. July 30,2019 10:07:53 Build 7192 Jackson Residence FB02 Job name: File name: Address: 234 Little River Rd Description: Floor Beam City, State, Zip: COWit Specifier: Builder: Designer: William Campbell Code reports: ESR-1040 Company: Notes Design meets User specified (2xU240)Total load deflection criteria. Design meets User specified(2xU360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design meets arbitrary(1")Cantilever Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2015. Design based on Dry Service Condition. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connection Diagram: Full Length of Member tt b d a c • • s e a minimum= 1-1/2" c=3-1/4" b minimum=4" d = 12" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SIDS 1/4 x 3-1/2 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is 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 CALCO, BC FRAMER®,AJS-, ALLJOIST®, BC RIM BOARDTM,BCIO, BOISE GLULAM-, BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUSO, Page 2 of 2 1 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 0 Check Compliance 1.1 SCOPE WindSpeed.(3-sec. gust).................................................................. ................................................ 110 mph WindExposure Category................................................................... .............................................................B J 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) I stories <_2 stories RoofPitch ...........................................................................(Fig 2) .......................................... 1;)1- :5 12:12 MeanRoof Height...............................................................(Fig 2)................................................. l 6 ft <_33' / BuildingWidth,W ...............................................................(Fig 3)................................................ 4 ft <_80' BuildingLength, L ...............................................................(Fig 3)..............:.................................. 1z- ft <_80' ✓ Building Aspect Ratio(L/W) ................................................(Fig 4)................................................ <_3:1 Nominal Height of Tallest Openingz....................................(Fig 4)............................................... i.-8 <_6'8„ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...........f.................................................................................................................. ConcreteMasonry................:................................................... ............................................................... ✓ 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).................................... .......... ' ?a in. Bolt Spacing from end/joint of plate .............................(Fig 5).................................... b-it- in.:5 6"-12" 7— Bolt Embedment-concrete.........................................(Fig 5)................................................ ._in. 2: 7" N/A Bolt Embedment-masonry.........................................(Fig 5)........................................... 1Y in.>_ 15" ✓ PlateWasher................................................................(Fig 5).......................................:......>3„x 3„x,�„ ✓ 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)...........:....................... Maximum Floor Opening Dimension...................................(Fig 6).................................................. 0 ft:5 12' ✓ 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)................................................... 0 ft <_d J Maximum Cantilevered Floor Joists a Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................... ft <_d Floor Bracing at Endwalls....................................................(Fig 9)...................................................... ......... ✓ Floor Sheathing Type .........................................................(per 780 CMR Chapter 55)................................. . ✓ Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)...................... 31Y in. ✓ Floor Sheathing Fastening..................................................(Table 2).. S d nails at Io in edge/ t z in field ✓ 4.1 WALLS Wall Height . Loadbearing walls........................................................(Fig 10 and Table 5)..........................;G ft <_ 10, ✓ Non-Loadbearing walls.................................................(Fig 10 and Table 5)........................... B ft 5 20' / Wall Stud Spacing .........................................................(Fig 10 and Table 5)................... lb in.<24"o.c. Wall Story Offsets .........................................................(Figs 7&8)........................................... o ft :5 d ✓ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x 6 - 8 ft 0 in. J Non-Loadbearing walls.................................................(Table 5)..............................2x -8 ft 0 in. J Gable End Wall Bracing 1 . '// FullHeight Endwall Studs............................................(Fig 10)................................................................. WSP Attic Floor Length................................................(Fig 11)............................................. ft>_W/3 NA Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)...........................................I................. AA4 or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ....I..................I..................................(Fig 13 and Table 6)...................................._ft ✓/f Splice Connection(no. of 16d common nails)..............(Table 6).......................:.....:........................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist-for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)..................................................... L J Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)....................................................... Z. ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .........................................................(Table 9)..................................�z ft�in.5 11' Sill Plate Spans .........................................................(Table 9).................................. ft-in. <_ 11' ✓ Full Height Studs (no. of studs)....................................(Table 9)....................................................... 4 ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans...... .......................................................(Table 9).................................. b ft 0 in. 5 12' Sill Plate Spans............................................................(Table 9)................................._ft_in. <_ 12" N/A Full Height Studs(no. of studs)....................................(Table 9)....................................................... ✓ Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..................:....................................................... 6'8" ✓ SheathingType..............................................(note 4)..................................................... i z CIVIL- Edge Nail Spacing .........................:...............(Table 10 or note 4 if less)....................... 3 in. ✓ Field Nail Spacing..........................................(Table 10)................................................ if in. ✓ Shear Connection (no.of 16d common nails)(Table 10)................... _ Percent Full-Height Sheathing.......................(Table 10).................................................... 7Y 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... N A Maximum Building Dimension, L Nominal Height of Tallest Opening2.........................................................................G=0'<'6,8„ ✓ SheathingType..............................................(note 4)..................................................... Ys'.4_bx. ✓ Edge Nail Spacing .........................................(Table 11 or note 4 if less)....................... 3 in. ✓ Field Nail Spacing..........................................(Table 11)................................................_4. in. ✓ Shear Connection (no.of 16d common nails)(Table 11)....................................................... 7.- ✓ Percent Full-Height Sheathing.......................(Table 11) �C�% .................................................... Wall Cladding 5%-Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... _ Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ................................................... (Figure 19)............. .4, ft<_smaller of 2'or U3 ✓ Truss or Rafter Connections at Loadbearing Walls $ . Proprietary Connectors Uplift................................................(Table 12)............................................U= 170 plf Lateral..............................................(Table 12)............................................ L= 174 plf Shear...............................................(Table 12)............................................S= - plf J Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..............:................T= 114 plf J Gable Rake Outlooker......................................... (Figure 20)............._ft 5 smaller of 2' or L/2 .i/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral (no. of 16d common nails)...(Table 14)...................... = / Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ GD7c Roof Sheathing Thickness...............................:........... .............. ...............................:F&in. >_7/16"WSP ✓ Roof Sheathing Fastening............................................(Table 2).........................................................8A 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. y AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate band joists,r framing.and girders shall be a double row of 8d v. Horizontal nail spacing at double top p staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -wHETr THIS EDGE RESTS ON FRAMING USE8d NAILS AT 6'o.Q -------------- -- 11 1 I 1 1r 11 1/ 1 11 /1 U 11 It 11 1 it /1 11 It 11 I, 11 1 11 d' 1 1 it ii d 11 1� 1 11 I u n. 1 o ~ ;` Q 1 m ii li .0 J Ir f A ;l AD r31 1 Z t o All It 1 11 61 W 1 11 II ? Q it1 All 1 I 1 1 r d U 41 f /1 It 1 i .Q 11 I I W 11 H t 1 IZ irl rl ti 1 7{1 11 It 1 11 Iu 1� DOUBLE EDGE `-- NAIL SPACING i } PAtiEt_ _.. j I See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110.mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 Np L is �i FRAMING MEMBERS (! EDGE K ERMEDWT£ s t Sm ----L_ S.AGGERED 3"MML AWL PATTERN y PANEL PANe EDGE DOUBLE NAIL EDGE SPAcwG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment I The Commonwealth of Massachusetts Department of Indus&WAccidents Office of Investigatloo 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/Orpniza divid Address: City/State/Zip; S�\ wz U Phone#: Are you an employer?Check the appropriate bog: Type of project(required): . 1.❑ I 9v a employer with- 4. I am a general contractor and I 6. ❑N construction 2.employees(full and/or part-time).* have hired the sub-contractors 7am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g• Demolition workingfor mein an capacity. employees and have workers' Y aP tY• _ . . 9. ❑Building addition [No workers'comp.insurance' comp•insurance• required.] 5. ❑ We are a corporation and its 10.0 Electrical repair or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions right of exemption per MGL myselE[No workers comp. 12.0 Roof repairs T insu rance required.]t c. 152,§1(4),and we have no emP loyee&[No workers' 13.❑Other comp.insurance required.] `Any applicant that checks box#I roust 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., tContractors that check this box must attached an additional sheet showing the name of the subcontractors 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: 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 9ETfor insurance coverage verification. I do hereby certify n of perjury that the information provided above is true and correct Si mature: Date: `�� Phone# cJ� �v � 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house.of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the km rance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLQ or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required, Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials 3 Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for firtiae permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: ' The Commonwealth of Massachusetts Department of Industrial Accidents' QiPce of Investigations 600 Washin&n.Street Boston,MA 02111 - Tel.#617-727-4900 ext 406 or 1-877-MASSAM Revised 4-24-07 Fax#617-727-7749 www:mass.gov/dia Application Number........................................... Section 9- Construction Supervisor Name t- Telephone Number Address � � City�� State Zip 0263 0 License Number 0 f q3 License Type dS Expiration Date 2 Contractors Email � ���� � ' ' C® Cell # �;_®&'7Z6 `f Ile I understand my responsib' . "es under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachu!ettsXt#Building Code. I understand the construction inspection procedures,specific inspections and documentation requir Town of Barnstable.Attach a copy of your license. Signature `' Date -'I 7`J Section 10—Home Improvement Contractor r Name . ? ' `s Telephone Number Address '�P.0, 16,k &G4 State �-N? Zip 6''(07 CJ Registration Number 1044!;a i Expiration Date ?- /l- I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts Sta uilding Code. I understand the construction inspection procedures,specific inspections and documentation required by 8 C and the Town of Barnstable.Attach a copy of your H.I.C... (1 Signature_ Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 I CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and { documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date_- - Print Name Telephone Number d�, & YV &R . co r E-mail permit to: Last updated: 11/15/2018 ' Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) Historic District ❑ Site Plan keview(if required) ❑ Fire Department ❑ - } Conservation a For commercial work,please take your plans directly to the fire department for approval. Section 13— Owner's Authorization I, &,Aj ,( 9A, , as Owner of the subject property hereby authorize ' bj. 6/fie/ to act on my behalf, in all matters relative to work authorized by this building permit application for: a23 Li �'ver l�d . Cy--tx -� 13714 oRA3S (Address of job) Signature o CWmer_6F_VEIZL,4 inc-K&NA�e Print Name Last updated: 11/15/2018 REScheck Software Version S.S.O Compliance Certificate Project Rodriguez/Lynch-234 Little River Road Energy Code: 2009 IECC Location: Cotult, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) , Permit Date: - Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 234 Little River Road Christopher Lynch&Raquel Cotuit;Massachusetts 02635 Rodriguez 234 Little River:Road Cotuit,Massachusetts 02635 �Ompliance:-Passiis using UA trade-off Compliance: 0.8%Better Than Code Maximum UA: 118 Your UA: 117 The%Better or worse Than Code Index reflects how close to compliance the house is based.on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Glazing Cavity Cont. Assembly or Door UA Perimeter U-Factor Entry Floor:All-Wood joist/Truss Over Uncond.Space 26 30.0 0.0 0.033: 1 Mud Hall Floor.All-Wood joist/Truss Over Uncond.Spate., 174 30.6 0.0 r 0.033 6 Entry Wall:Wood Frame,16in.o.c: 16 19.0'. 0.0 01060 1 Entry Wall:Wood frame;161n.o.c 105 19.0 0.0 0.060 4 Door/Sidelites:Solid 36 0.260 9 ^ Entry Wall:Wood Frame, 16in.o.c. 16 "19.0 .0.0 0.060 1 Mud Hall Wall:Wood Frame, 16in.o . 100 . 19.0 0.0 0.060 6 - WDH-2442:Wood Frame,.2 Pane w/Low-E 8 g 0s250. 2 Mud Hall Wall:Wood Frame, 16in o.c, 112 - 19.0 0.0 0.060 5 Door:Solid 18 0:260 5 Door:Solid _ 18 0.260 ° 5 Mud Hall Wall:Wood Frame, loin.o.c.. 100 19.0 0.0' 0.060 5 ' A21:Wood Frame;2 Pane w/Low-E r r 3 F'. .0.250 1 WDH-2442:Wood Frame,2 Pane w/Low-E ' a 0:250 2 Mud Hall Clg:flat or Scissor Truss 1.7,4 30.0 0.0 0.035 6 Bonus Floor:All-Wood Joist/Truss Over Uncond.Space 374 '30.0 . .0.0 0.033- 12 Second Flr Wall:Wood Frame; 16in.o.c. 121' 19.0 0.0 0.060 7 WDH-2442:Wood Frame,2 Pane.IN/Low-E a 0.250 2 Project Title: Rodriguez/Lynch-234 Little River Road Report date: 10/31/13 Data filename: Page 1 of 2 Gross Area Glazing Cavity Cont. Assembly or R-Value R-Value or 1 t Perimeter i Second Fir Wall:Wood Frame, 16in,o.c. 96 19.0 0.0 0.060 6 Second Fir Wall:Wood Frame, 161n,o.c. 121 19.-0 0.0 0.060 7 WDH-2442:Wood Frame,2 Pane w/Low-E 8 0,250 2 Second Fir Wall:Wood Frame, 16in.o.c. 96 19.0 0.0 0'.060 6 Bonus Clg.: Cathedral 480 30.0; 0.0 0.034 16 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations-submitted with the permit application.The proposed building has been designed to meet the 20091ECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Si ure t1. 'Date, Project Title: Rodriguez/Lynch-234 Little River Road Report date: 10/31/13 Data filename: Page 2 of 2 2009 IE c Energy Efficiency Certificate Wall 19:00 Floor 30.00 Ceiling/Roof 30.00 Ductwork (unconditioned spaces): Glass& Door Rating s Window 0.25 Door 0.26 Heating System: Cooling System: Water Heaters Name: Date: Comments + I - RAPJMAI 659. Town of Barnstable: Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner , 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-62130 - 1 Property Owner Must Complete and Sign This Section If Using A Builder I , as Owner of thd`subject property hereby authorize �1t111116-'S1A"w4L to act on my behalf, in all matters relative to work authorized.by this building permit application for: F (Address of Job) Si re.of wner Date P t ame Gam,,,--�-� L.,�r�-►:�L-,, a , 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 Intemet Files\Content.Outlook\8R76BDVA\EXPRESS.doc Revised 061313 Print Page Page 1 of 3 Print this page . Owner Information-Map/Block/Lot: 054/006/_005-Use Code: 1010 Owner - Map/Block/Lot GIS MAP►'. 054/006/005 LYNCH,CHRISTOPHER M& Property Address Owner Name as RODRIGUEZ,RAQUEL of 1/1/12 234 LITTLE RIVER RD 234 LITTLE RIVER ROAD COTUIT,MA.02635 Co-Owner Name Village: Cotuit a „ Town Sewer At Address:No GIS Zoning Value: RF . Assessed Values 2013 Map/Block/Lot:-054/006/005-:Use Code: 1010 2013 Appraised Value 2013 Assessed Value Past Comparisons ' Building $ 165,400 $ 165,400 Year Total Assessed. Value: 'Value Extra $34,200 $ 3.4,200 2012 - $ 599,700 ' Features: 2011 - $ 585,600 Outbuildings: $ 34,200 $ 34,200 2010 -$ 594,406 Land Value: $ 357,800 $ 357,800 2009- $648,200 2008- $ 673,900 2013 Totals $591,600 $591,600 • -2007 -.$ 785,300 Residential Exemption Received=$88,785 . Tax Information 2013-Ma pBlock/Lot: 054/006/005-Use Code: 1010 Taxes . . Cotuit FD Tax(Residential) $ 1,035:30 , Community Preservation Act $ 132.54 Tax Town Tax(Residential) $ Fiscal Year 2013 TAX RATES HERE . • 4,418.16, $5,586 Sales History Map/Block/Lot: 054 1 006/005 Use Code; 1010 History: Owner: Sale Daten Book/Page: Sale Pf LYNCH, CHRISTOPHER-M&RODRIGUEZ,RAQUEL 12/5/2001 14530/238 $100 LYNCH, CHRISTOPHER M 11/29/2001 14500/291 $100 LYNCH,CHRISTOPHER M&RODGIGUEZ, RA�QUEL 9/22/1997 10964/081 $1 .http://www.town.barnstable.ma.us/assessing/prmtl3.asp.ap 0&searchparce1-054006005 10/21/2013 f Print Page Page 2 of 3 LYNCH, CHRISTOPHER M&RODGIGUEZ, RAQUEL 9/8/1997 10938/108 $1 LYNCH, CHRISTOPHER M 11/15/1995 9932/049 $75000 PARK, GEORGIA M 4/15/1988 P0065-E1• $0 PARK, WILLIAM E 5/25/1964 1251/507 $0 . Photos 054/006/005-Use Code: 1010 There are not any photos for this parcel . Sketches-Map/Block/Lot: 054/006/005-Use Code: 1010 , ,. bra -x As Built Cards:Click card#to view: Card#1 • Constructions Details—Map/Block/Lot: 054/006/005:Use Code: 1010 Building Details. Land } Building value $165;400 Bedrooms_ 3 Bedrooms USE CODE ' 1010 Replacement Cost $179,803 Bathrooms 2 Full +1H Lot Size(Acres) .1.39 Model Residential Total Rooms 7 Rooms ` - Appraised.Value $357 Style Saltbox Heat Fuel Gas Assessed Value $ 35, Grade Average Plus Heat Type Hot Water Year Built. 1996 AC Type, None Effective.depreciation 8- Interior Floors HardwoodCarpet Stories Interior Walls Plastered Living Area sq/ft 2,192 . Exterior Walls Clapboard' Gross Area sq/ft 4,212 Roof Structure . Salt Box Roof Cover Asph/F GIs/Cmp http://www.town.bamstable.ma.us/assessing/print l 3.asp?ap=0&searchparcel=054006005 10/21/2013 Print Page Page 3 of 3 . Outbuildings&Extra Features-Map/Block/Lot 05.4/006/005-Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value FPL2 Fireplace 1.5 stories 1 $4,200 $4,200 _ FOP Open Porch-roof- 96 $4,400 $.4,400 ceiling a , BMT Basement- 1280 Unfinished $25,60.0 $25,600 WDCK Wood Decking 64 $2,600 $2,600 w/railings m SPL2 Pool Vinyl 720 $28,300 $28,300- PAT1 Patio-Average 580 ;$ 3,300 $ 3,300 . Sketch Legend Property Sketch Legend B2N Barn-any 2nd story area FPC Open Porch Concrete Floor. REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area(Finished) SOL Solarium - BMT Basement Area(Unfinished) FUS Second Story Living Area(Finished). TQS Three Quarters Story.(Finish( BRN Barn GAR Garage UAT Attic Area(Unfinished) CAN Canopy GAZ Gazebo UHS Half Story(Unfinished) CLP Loading Platform GRN Greenhouse UST Utility-Area(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front . _ UTQ Three Quarters Story(Unfinis FCP Carport KEN Kennel UUA Unfinished Utility Attic FEP Enclosed Porch MZ1 Mezzanine; Unfinished UUS Full Upper 2nd Story(Unfinis) FHS Half Story(Finished) PRG ,Pergola _ WDK Wood Deck FOP Open or Screened in Porch PTO Patio http://www.town.bamstable.ma.us/assessing/printl 3.asp?ap=0&searchparce1=054006005 10/21/2013 n743. vr;=i,�a»�sc�,/�1r.u//- ✓/aa.cr/� rll , -License or registration valid for individul use only, t Off ce of Consumer Affairs&.Busidess Regulation, before the expiration date: If found return to: ME IMPROVEMENT CONTRACTOR Business egulation egistration 110373 Type: Office of Consumer Affairs Ba iness R m xpiratton 14/202Q14 Private Corporate( 7 k Plaza-Suite 5,170 10 Par y Boston,NIA 02116 MILLER STARBUCK CONSTRUCTION,ING r PHILIP MILLER JR y�.q f ,.,,•lrl 40 MILLPOND WAY c /s G 3t ,, +w Y 12 Not valid without signatur FALMOUTH,MA 02536 Undersecretary r ti Massachusetts.-Department of Public Safety Boardof Building Reguiations and Standards Conoriichon Stiperi'iwr: License CS-043338` . PHILtP,M MiLLEk' PO BOX 726 FALMOUTH MA 0254 - .. - �:• tip``. �. - --. t '. - - J �+R,e•` Expiration - Gammissiane 0311412015' MILLSTA-01 HCLEMENT CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DU/ 9N 0/2013YYYY) 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`,'equire 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 458 South Ave. A/c No Ext:( ) ac No):(781)447-7230 Whitman,MA 02382 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Main Street America Assurance 29939 INSURED INSURER B:Star Insurance Company 000063 Miller Starbuck Construction Services,Inc. INSURER C: PO BOX 726 INSURER D: Falmouth,MA 02641. 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. ILTR TYPE OF INSURANCE POLICY NUMBER . MM/DD EFF MM/DDI CY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2,000,00 A X COMMERCIAL GENERAL LIABILITY MPF11 OOY 12/1/2012 12/1/2013 .DAMAGE TO RENTED PREMISES Ea occurrence $ 600,0011 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY $. 2,000,00 GENERAL AGGREGATE $.. 4,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 4,000,00 POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Pee person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB ;J CLAIMS-MADE "T AGGREGATE $ DED 'RETENTI 4- $ . WORKERS COMPENSATION.s" WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN TORN LIMI S ER B ANY PROPRIETOR/PARTNER/EXECUTIVE WCO220915 3/27/2013 3/27/2014 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? � N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,00 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Add 6onel Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Barnstable,MA 02632 AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION. All rights reserved. ACORD.25(Ml0/06) The ACORD name and logo are registered marks of ACORD t � • ___ - The Commonwealth of Massachusetts Department of Industrial Accidents _ Office of Investigations. 600 Washington Street --- _- Boston, M4 02111 www.mass.gov%dia . Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. Applicant Information Please Print Legibly Name(Business/Organization/Indi-,ridual)": Miller Starbuck Construction Address: 766 Falmouth Rd.,-D-20 City/State/Zip:Mashpee,MA 02649 Phone#:" 508-539-1124 Are you an employer?Check the appropriate box:_ Type of project(required): 1. I am a employer with 7 . 4. ❑ 1,am a,general contractor and I. j 6. ❑New construction employees(full and/or:part-time):* have hired-the sub-contractors -listed on the attached sheet. t 7• ❑Remodeling 2.❑ 1 am a sole proprietor or partner-. -� ship and have no employees` These.sub- have 8. ❑ Demolition working for me in any capacity. workers'comp. insurance. 9. ❑Building addition [No workers'comp.'insurance 5. ❑ We are a corporation and its required.] officers have exercised their .10:0 Electrical repairs or additions 3.❑ I am:a homeowner doing all work right of exemption.per MGL 1.1:❑:Plumbit>g repairs or additions No.m self workers'com . c. 152,§1(4),.and we have no y [ p 12.❑Roof:repairs insurance required.]t employees..[No workers' comp.insurance required.] l3:❑Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. f l lomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit.a new."affidavit indicating such. tContractors that check,this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy_information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site F information. - insurance Company Name: Star Insurance Policy#or Self ins.Lie.#: WC:0220915 Expiration-Date: 03-27-2014 Job Site Address: 234 Little River Rd. City/Statelzip-.Cotuit,MA 02635 ° 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 cerll%y der the p ins a d p o erjury that the information provided-above is true and correct • Signature: t ' Date: 10-31-13 ' Phone#:° 508-539-1124 Official use only. Do.not write in this,area,to he completed by.city or town official =z City or Town: Permit/License# issuing Authority(circle one): 1.Board of Health 2.Building Department.3.City/Town Clerk 4.Electricatinspector 5.•Plumbing inspector 6.Other Contact Person: Phone#: t r , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel GY�(P` �� Application #. D (3D %6,s7s Health Division Date Issued ( l a-0 Conservation Division G Applicatior'Fee Planning Dept. j. Permit Fee =2 G3 A) Date Definitive Plan Approved by Planning Board yr �I�W�13: Historic - OKH _ Preservation/Hyannis • Project Street Address Z 3 '/ `�'T2 1✓EK Village l.:D?'U t l— Owner ON s J-)e/ t R&) Address j�� /fie 2t dent Wd CllW/�DZ�o Telephone nrr- YZ d 4,1 Z5_ 6-A? /S-P Permit Request� "0 Nw I y 3ji /�64AAx,79- I Square feet: 1 st floor: existing w5proposed 1?r 2nd floor: existing proposed & Total new Zoning District j661 D Flood Plain e Groundwater Overlay Project Valuation / ,6WD w Construction Type Lot Size I•S 9 Agre-5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. -4 Dwelling Type: Single Family � Two Family ❑ Multi-Family (# units) _ SR o W Age of Existing Structure Historic House: ❑Yes ®'No On OldA< g's Hig Way:_Yes �°iClo Basement Type: W Full ❑ Crawl ❑Walkout ❑ Other 'W Basement Finished Area (sq.ft.) Basement Unfinished Are (sq.ft) _._ Number of Baths: Full: existing- new Half: existing `f' ne M Number of Bedrooms: 3 existing new °- Total Room Count (not including baths): existing new ' First Floor Room Count ®'Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑ es Qk<o Fireplaces: Existing New Existing wood/coal stove: ❑Yes U/No Detached garage: ❑ existing ❑ new size—Pool: ®existing ❑ new size _ Barn: ❑ existing ❑ new size_ t.4'11q Attached garage: ❑ existing N new size Shed: ❑ existing ❑ new size _ Other: 4S��F Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Flo If yes, site plan review# Current Use Proposed Use R+W dtihu� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 6tt-A Felephone-Number - Addres 710 b:6�-hogh 746 License # m 07, "j . �"6 L 54 Home Improvement Contractor# Worker's Compensation # 0C 61'W9t'5" ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE ��_ of FOR OFFICIAL USE ONLY 4APP.LICATION# DATE ISSUED MAP/PARCEL NO. 4 ADDRESS VILLAGE OWNER I` y I ♦ DATE OF INSPECTION: _.,FOUNDATION; - h FRAME 5� Y s� �k. bFR `� !c1 INSULATION FIREPLACE ELECTRICAL: ROUGH r FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT t ASSOCIATION PLAN NO. F Y, Town of Barnstable BARMAI,'; E. Regulatory Services 7 MASS. i639 Building Division prFD MAC A 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 13 L /nS r Permit Number �S ��1dE �/U� C, Owner `Vn C Builder M One notice to remain on job site, one notice on file in Building Department. The following items need correcting: / y Co c L1-� r, h c&5 /i,I )o-7, AdC7/6 G q-&-,10 19L/ O ` ,o r- 1 ENE 7-9 k4 /o S kor �"y/9VA 6-6 � )A)iA/1) "t ;,c/ /()07- —2�sr,-c,(, °� a1C T l/vSc�crE J� Please call: 508-862=40"for re-inspection. Inspected by ]AtC f� 7-H10U i Ok -FRO rvk �1 v C5 rQ/4f Lz 94 i co4NTY)` L� l , f1 00 r _ 1HErgw TOWN OF BARNSTABLE ti Building Application Ref: 2008,06967' BARNSTABLE, Issue Date: 02/03/09 PermitI 9 MASS i639• ��� Applicant: MILLER STARBUCK CONSTRUCTION permit Number: B 20090150 ArFO MA't a Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/03/09 Location 234 LITTLE RIVER ROAD Zoning District RF Permit Type: RESIDENTIAL ADDITION/ALTERATIO 'Map Parcel 054006005 Permit Fee$ 1,275.00 Contractor MILLER STARBUCK CONSTRUCTION . -Village COTUIT App Fee$ 50.00 License Num 043338 Est Construction Cost$ 250,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND j ADDITION ADDINGMASTER BEDROOM AND BATH,MUDROOM THIS CARD MUST BE KEPT POSTED UNTIL FINAL j LAUNDRY,AND 2 CAR GARAGE,REMODELING INTERIOR&DECKS INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LYNCH,.CHRISTOPHER M 81 BUILDING SHALL NOT"BE OCCUPIED UNTIL A FINAL Address: 234.LITTLE RIVER RD INSPECTION HAS BEEN MADE. COT;UIT,MA 02635 Application Entered by: -RM Building Permit Issued By: THIS PERMIT CONVEYS NO.RIGHT TO OCCUPY ANY S ET; LLY OR"SIDEWALKt:OR ANY:P,ART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SP. IFICALL PERMITTED UNDER THE BUILDING,CODE,MUST BE APPROVED BY THE JURISDICTION. STREET:OR ALLY GRADES AS WELL AS DEPTH AN F PUBLICSEWERS`IvIAY BE OBTAINED.FRQI4I THE DEPARTMENT OF-PUBLIC;WORKS. THE'ISSUANCE'OFrTHIS PERMIT DOES NOT RELEASE THE'APPL --ANT FROM,THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS ' MINIMUM OF FOUR CALL INSPECTIONS REQUI D OR LL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT T E RO LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE C M LET PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBEI S TO LATH). 5. INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS A E EQU D FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSP C 0 HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID ONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS N TED OVE. PERSONS CONTRACTING WITH UNREGIST DC TRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.142A). 01 n .w rf^',o-e't,✓' ":a,,. X .; ; , i,E "r,'y. ., ''k BUILDING INSPECTION APPROVA , PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 I 1 2 2 3 1_�Illfleating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health r� fir- r Town of Barnstable Regulatory SerAces Thomas F. Geiler,Director Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnsta b l e.ma.us 'Office: 508-862--4038 Fax: 508-790-6230 PLAN REVT�'W Owner: e-.# p e/G&z-r--' Map/Parcel: D 57 &V 6 00 5 Project Address 2 3Y Ci7rcE/?1vB/z/4 • Builder: • TT,��LI-Cic- cam. The following items were noted on reviewing: ,p (Wfe-Ah ��cE Q) r7 Z -'90e—{ s7wG) #?FQU4kMeO l't5 OdO C-Mk G'►nrA a-u) arJ D RC- "7t-tu/°C-R _.: . Reviewed by: Date: Q:Fornzs:Plnrvw �--� ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - Map O,S Parcel 6 �- •fl" Permit# Health Division ( �� Date Issued Conservation Division d �� Fee d �9-0 Tax Collector Treasurer C -� l t�� lea) INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TO WN REGULATpO js Historic-OKH Preservation/Hyannis Project Street Address R"v-tr �Zo Village �d 'Owner CS�I4N\ 5 LyN cNIN Address Telephone u—��Z-� Permit Request Pcvot� 1 C-a A_o Swti MM�., �Iocl 'F((O Square feet: 1 st floor: existing proposed 2nd floor:existing proposed Total new Estimated Project Cost\yv OuU - Zoning District Flood Plain Groundwater Overlay 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 ❑No On Old King's Highway: ❑Yes No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size PooK3 existing ❑new size\B,�,AC) 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 Rpc_�—ICI` L BUILDER INFORMATION NameA&o( �ocaS 1-TT Telephone Number (_9 Address»3 L)OR:SC 60g, - �h License# 0—n`6Q9, PN��Spo< Home Improvement Contractor# Worker's Compensation# \36-7 I80ckj ALL CONSTRUCTION DE I SULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. ---DATE ISSUED _ MAP,/PARCEL NO ADDRESS _� ,' ----------7-► VILLAGE OWNER " DATE OF INSPECTION: _ :FOUNDATION FRAME INSULATION x FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: y ROUGH— _ FINAL M FINAL BUILDING s` DATECLOSED OUT - 7 ASSOCIATION PLAN NO. T I , The Commonwealth of Massachusetts = — ( Department of Industrial Accidents Office 0//80SUffBUOAS 600 Washington Street �3 Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name location. phone# I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my,employees working on this job. S9�IIpa (�ncx- �s -, 'J p o�1 CCU C P phone#• ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who hu, the.following workers'.compensation polices::,:,, s . �. :::. :' •. :;. ': '•` hone# D tnsnraa c� of***cv adilress� phon #• - insti aneefo Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1400.00 andm? one years'imprisonment as well as civi es In the form of a STOP WORK ORDER and a fine of 5100.00 a day against me..l understand that a copy of this statement may be[orwar e o Office of Investigations of the DIA for coverage verification.. . 1 do hereby certify under the pai s an p a t es of perjury that the information provided above is true and correct Signature ate Print name I O�n cJC i ��i Phone# ��� V Le ly�'D Echeck ly do not write in this area to be completed by city or town official town: permidlicense# riBuilding Department pLicensing Board mediate response is required pSelcetmen's Office 0Health Department n: phone#; nOther (mired 3/95 PJA) ZHE ti �. . ° The Town of Barnstable • nARNSTAai.E. MASS. g Regulatory Services �A 1659. A�0 Thomas F. Geiler, Director Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date����'j\o� AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work �U�$ �"���'�~� lsr,r.`rv� e`�cl Estimated Cost\,61Gw Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law OJob Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav:rev-070601 Ir D 1 d ' RESIDENTIAL: SHEDS - POOLS-DECKS-OPEN PORCHES- GAZEBOS DETACHED GARAGES t FEE VALUE WORKSHEET ACCESSORY STRUCTURES >120 sq.ft.(Sheds,detached garages,gazebos,etc.) >120 sf-500 sf $35.00 $ >500 sf-750 sf 50.00 $ >750 sf- 1000 sf 75.00 $ >1000 sf- 1500 sf 100.00 $ >1500 sf—USE NEW BUILDING PERMIT APPLICATION DECKS x$30.00= $ (Number) PORCHES x$30.00= $ (Number) IN GROUND SWIMMING POOL $60.00 $ ABOVE GROUND SWIMMING POOL $25.00 $ RELOCATION/MOVING $150.00 $ (Plus above fee if applicable) PERMIT FEE $ Q:forms:dkcost eff:082301 micpomcleap TM VERTICAL GRID D . E . FILTERS Micro-Clear is a high-perform- ance filter series that provides superior water clarity, efficient m �aM flow and large cleaning capacity for pools of all types and sizes. Micro-Clear filter tanks are now molded from PermaGlass XL7 o a glass reinforced copolymer, --=' providing the ultimate in strength, 0'' y durability, and long life. Micro-Clear filters also combine high technology gY d� z features atu es with a "service-ease" gi design for I� ,/� " dependable P F 01 ` y ;s �m operation and Th,Too �°"`t low maintenance. j Plus, Micro-Clear filters are avail- r ° able with the unique SP-740DE Selecta-Flo control valve, the � - onlyfilter control valve designed 9 specifically for D.E. filters. For the quality conscious pool owner, Micro-Clear filters are an 0 unparalleled filtration value. °.. ■ DE-6000 Micro-Clear Vertical Grid D.E. filter with optional SP-740DE Selecta-Flolm4-position control valve. k Featuring § z d PermaGlass. Filter Tank Material \ o HAY-WARD° Hydrogen,Oxygen and Hayward. The elements of clear water m M1wo-ClearTM Vertical Grid D . E . Filters Automatic Air Relief purges any trapped air during filter operation. • Screenless design eliminates clogging. Integral Lift Handles and Uniform Low Profile Tank Base make removal of grid nest fast and simple. High-Strength Filter Tank molded of PermaGlass XLm provides extra Q durability for dependable,corrosion-free performance. -: — High Impact Grid Elements designed for up-flow filtration and top-dawn backwashing for maximum efficiency. fi Heavy-Duty Tamper-Proof Bolted Center Flange Clamp _ , ' securely fastens tank top and bottom together.Allows quick access to all internal components without disturbing piping or connections. `. Union Locknuts make disassembly and reassembly of filter from piping fast and easy. .° . Noryle Bulkhead Fittings for extra strength and heat resistance. Inlet Diffuser Elbow distributes flow of incoming unfiltered waterol } upward and evenly to all filter elements.Parabolic tank base design , provides for even distribution of D.E..to grids. Full-Size 11/2"Integral Drain provides fast, 100%clean out and easier [ t " flushing of tank. Convenient Valve and Plumbing Options allow for customized control.2"internal piping and plumbing for maximum flow performance. Specifications—Micro-Clear.Vertical Grid D.E.Filters -� i FILTER TYPE: Vertical Grid Diatomite:24,36,48,60 ft(2.23,3.35,4.46,5.58m2). FILTER TANK: Injection molded PermaGlass XLT" FILTER ELEMENTS: Monofilament polypropylene cover fitted over 8 curved, high-impact grids CONTROL VALVE: 1%2"or 2"6-Position Vari-FloTm 2"4-Position Selecta-Flo' 2'2-Position slide valve.May also be plumbed singularly or in series with quick-connect union couplings(less valve). PERFORMANCE RANGE: V2 TO 3 HP(30 to 120 GPM) DIMENSIONS: DE-2400—31 f"H x 23"W(800 mm x 584 mm) DE-3600—36W H x 23"W(927 mm x 584 mm) DE-4800—42W H x 23"W(1080 mm x 584 mm) DE-6000—48W H x 23"W(1232 mm x 584 mm) °•� Above dimensions are for filter only.Overall width with slide valve is 30"(762 mm); ` overall width with either 4-or 6-position multiport valve is 33"(838 mm) PerformanceData Model Effective Design Turnover g Filtration Area Flow Rate 8 Hours 10 Hours Number ft' mz GPM LPM gallon kiloliter gallon kilo liter 9 DE-2400 24 2.23 48 182 23,040 87 28,800 109 Plumbing Versatility.Select from a wide array DE-3600 36 3.35 72 273 34,560 131 43,200 164 of valve options for customized control of your DE-4800 48 4.46 96 363 46,080 174 57,600 218 filtration system,including Hayward's 2;'2-position DE-6000 60 5.58 1 120 454 1'57,600 218 1 72,000 273 slide valve. *Determined by pump size and piping system hydraulics. 2"piping is recommended for flow rates of 90 GPM or,more. Flow rates above 120 GPM are not usually required for residential pools. HAYWARD POOL :PRODUCTS INC. Hayward Pool Products,Inc. Hayward Pool Products,Inc. Hayward Pool Products Canada Hayward S.A. 900 Fairmount Avenue 2875 Pomona Boulevard 2880 Plymouth Drive Zone Industrielle de Jumet Elizabeth,NJ 07207 Pomona,CA 91768 Oakville,Ontario L6H 5R4 B-6040 Charleroi,Belgium 8-97 ©1997 Hayward Printed in U.S.A. �tN OF MR SS ;rur Dc ,pn ApOrovoA /9. WO v:r.ra ^sta,licC in 3 /TIMOTHY tiG strict P.c::x;:.ncc •n d, O / WALKER V. Aanufacturc''= F / CIVIL T' 3 3/ •� o it p Pio. 31 �67RADIUS ' F /Ma�%' - COPING.LAYOUT y'6' d'RAD• ! 9 RAD trrn) 9'RAD r 3 3'1W, 37 7 /B' 9r AA0 I 9 q, 9 RAD �E 39'7" PANEL LAYOUT d".uatt/t �I - ..luulnamrl. x �(�SW y'6" d X 12W 229ePANEL(TYP,) Y"I� wv --� T YAAO Al Xti RACE b d'RAo B • jr u -CAID�yE& )\./, >4• i a• DETAIL A ►.oeu TO tR LgKk Pod Pool WAL On MAN Area Capacity fY aaeevAlmwrtyw 6657 23,200 to a oKVAwam Sq.FL Gallons ottt tou ruu AtWe1Ye1 A.W WM "w M umH AI' THIS BROCHURE IS FOR ILLUSTRATIVE PURPOSES ONLY EDITION POOLS The rnarw,lxur"t makes only ,oe tte representatbns whkh are elated in as written uanany.A+rr other representations•statement;«contracts made by the dealer and/or dte contractor to 7te cugt er [a•.ea-.tr regard'w,q any matertab produced by the manutadur"are attrtDutaWe to the dealer and/«the contra r m1Oe1l Fwnit .tArt 1 8' X 40' ROMAN END W only.The deal"«contract« see n en or in ou stans yr pod Is an Independent contract«and not an L {I .pent or employee of the man0aeturer.The oonsu—lion methods atustrated an sugpeybry and apply o ty to normal ground wndfior-There may be additional precaudons trod!«meDnds of c«utnxYlaa r samm-row to.to to a 6" RADIUS CORNERS The respaurDaity Is the coMracm>,r �y/,pga Areal. MVAAWXT X RADI IS CORNERS SCALE: NONE 1991 RC v - J \t3' C `JArC C o } ow p :. ' i moftw 0 oard of Building Regulations and Standards One Ashburton Place - Room 1301 Boston , Massachusetts 02108 Home Improvement Contractor Registration Registration: 132476 Expiration: 02/13/2003 j Type= Individual HONE INPROVENENT CONTRACTOR Registration: 132476 TIMOTHY RICE Expiration: 02/13/2003 TIMOTHY RICE Type: Individual 197-B RT . 6A DENNIS MA 02638 TINOTHY RICE JIIIOTHY RICE 1-8 R1. 6A ADMIMSIRATOR DENNIS NA 02638 _ ' Wit'. 94, G!omin:onroeallIt o11,-1 aaJac11 uOe& 1 BOARD OF BUILDING REGULATIONS '. License: CONSTRUCTION SUPERVISOR Number: CS 077899 Birthdate: 08/28/1969 Expires:08/28/2004 Tr.no: 77899 Restricted.To: 00 TIMOTHY P RICE 197 B RT 6A DENNIS, MA 02638 Administrator f HUS Jl Cal ;J: e-'/a LHWXLNL;t-L7f`il;'H outf ..b4U-bai'r P. i2 C f}rp a" 40 rAeD, I �� ► F i,39 A, w �� Ste"` A. ,e 4°orsrE - 1 . cE,eTi,�iEo �toT o�ati ,LaGdTtO.C/ rN�i7 TkE jQAob4r Qs) l-E. �oTv}r .S�ioti Div 2,lgr4av MF>1 YS bd/rH TNE'•��•o�.0/.u�,[�,c:o SETBAC.,�� i o.L•4� �E.�'Er2E�c/CE- ,�E'qG�/.2�iLfE.tCi's SA�Z.JSrA$Lb .a.vo /S fir ! I or. 9 �oCA rE1J y,.�/Ty/rc/ Ty2' F1Gar���.n--G4/.f! /yl AP 54 pGL L- 5 Tom//S V i!/oT B.4SE0 CNf ,4i(/ .2EC�/S;"E�2c�.G� .L.• �O SU.E'!/E /r�✓Sr 2UM,E�/T Sl�,2t�EY� Th�� a.5'r-.�.'�/,c,C�'� �y�'Ss. o��s'<��'s s.Yot�✓�1.�S �tr� .Nor•8� PROJEC NAME: ADDRESS: cr,> t k-- PERMTT#_ PERMIT DATE: 5-L—i LARGE ROLLED PLANS .ARE IT: BOX 22 . SLOT �— Data entered in MAPS program on: ti . z-L-1 13 BY: s I TOWN M-BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 054 006 005 GEOEASE ID 42567 ADDRESS 234 LITTLE RIVER ROAD PHONE (508)771-6521 COTUIT, MA ZIP 02635- LOT 9 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 15203 DESCRIPTION SINGLE FAMILY DWELLING (PMT.#12355) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY BARN3TABLE, MAW' OWNER RODRIQUEZ/LYNCH, RAQUEL/CHRIS 1639. ADDRESS BOIL D BY DATE ISSUED 05/17/1996 EXPIRATION DATE v,.. .'r :.. 'S i•. '�'.. .. r 'a„1 .l; :5:.r'.':..; kI< !'�. .i', � .>... <ii�.< ..�.. .. ..,..,s.. .. ' TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 054 006 005 GEOBASE ID 42567 ADDRESS 234 LITTLE RIVER ROAD' PHONE (508)771-6521i COTUIT, MA ZIP 02635- r: t_ LOT 9 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 12355 DESCRIPTION SINGLE FAMILY DWELLING (SEW.PMT.#95-1869) PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT �= CONTRACTORS: MC SHANE CONSTRUCTION Department of Health, Safety ARCHITECTS: and Environmental Services f TOTAL FEES: $132.46 THE BOND ' $_00 CONSTRUCTION COSTS $130,000.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE MASS. OWNER RODRIQUEZ/LYNCH, RAQUEL/CHRISM ADDRESS a BUILPI>G D O BY DATE ISSUED 12/15/1995 EXPIRATION DATE . - ► rIfVM 1 nc UcrMR MCIV r Vr rvo� . rIVR nJ. r TG raaVMtV I.0 Vf nra rc nMr i +.IVGJ i�V r nC�Cr1aC .rrL Mr . Lr..r.r•r .- .vnr r� �.v......r rV nJ OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. (MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL HISi ALLAT;ONS. I. PRIOR TO COVERING STRUCTURALiQUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH).3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS lid s a c/ 3 2 2 / / 1v .• Z .5o�� �— — HEATING INSPECTIO PROVALS ENGINEERING DEPARTMENT OTHER 2 BOARD HEALTH 5t�1 c CC 0' PFc Tbx S �� WORK SHALL NOT PROCEED UNTIL THE NSPEC- i PERMIT 'W.LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE iOR HAS APP=OVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCT!Or aERmIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. Assessor's Office(1st floor) Map D ParceQv� 6. Permit# Conservation Office(4th floor)(8:30-9:30/1:00- 2:00) -. Z 11311, 04-A ! Date Issued Board of Health(3rd floor)(8:15 9:30/1:00-4:45) 9l5 6,9 /Jf/P/ Engineering Dept. (3rd floor) House# 14 IME r Planning Dept floor/School A m' Bldg.)!/ ZV- ?&— L�,- 42 l.r- Otf Definiti Pl A r e Bo d 19 INSTALLED - WITH 5 WN OF BARNSTABEFIRO�MyENTAL Coc= Building Permit Application roject-St et Add $s I '"k/ ve C 12-C( L_p Vi e Owner QU121 Vx- if: i S /t-N-Address t:,' 1 'r c(.. (t Telephone 72/ - Z 4 Permit Request X401W S r AJ P 1 t First Floor square feet ; Second Floor square feet Estimated Project Cost $ 13U, Zoning District f Flood Plain Water Protection Lot Size 3 9 C. Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Commercial Residential Dwelling Type: Single Family S. Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths. Z• X-C— No.of Bedrooms Total Room Count(not including baths) `7 First Floor ¢ Heat Type and Fuel ,�r�� -G?% �- Central Air Fireplaces -lLl Sv N 2y Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name G ��R�1Q �3S CO ._4WC Telephone Number 2- Address License# av % G Home Improvement Contractor# Worker's Compensation# &oc -i- 3iZ spy q£yy� -ter 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 AV � S SIGNATURE DATE /Z!/ A-- BUILDING PERMI/ DENIED FOR THE FOLLOWING REASON(S) i FOR OFFICIAL USE ONLY PERMIT NO. , DATE ISSUED _ MAP/PARCEL NO. , ADDRESS - T VILLAGE - OWNER r DATE OF INSPECTION: ! FOUNDATION .. FRAME INSULATION FIREPLACE. ELECTRICAL: ROUGH FINAL _ + y PLUMBING: ROUGH 'l FINAL ` GAS: -. ROUGH C FINAL FINAL BUILDING 1 DATE CLOSED OUT + � F ASSOCIATION PLAN NO. ! ! t 6 - t r , A r 40 i A t,39 4 SN 0F. .Soo �. _C ! S BAXTER 'Q Vo 24048 ,C.0C.47/OA1 �4TnD�✓ _ :5aro rr v,V.D _ ._ ... Sf/OWN/�E.2E0.C/COWIZ:Z XS W122 V SCAL,,E- � �� �j' OATS JAN. Z r IR9L AloV R4,4 A1 'IZEQU/.2E�-!EN/S' OoC- T/-49:TowNOF 1 { BA2.c)sTA8�b .4.vo is 147 L °1 r G.OG".4 TEl� MAP 54- PGL - r Tim/S ���I�//S it/O?'BASE'O N.4it/ i2EG1.5-7- E� L4��o SU.el�6Ya.� 41.4SS. �t4A--L VATA 5i'r1o:;LE F/aMiU{ PL.A I�1 oN BAGIL u Flo GA¢13ALQ ..•'�.JA.I L Flaw = 3 LOT C� �--t`i"f"� V—►vve2 Qo Ler-' rr . v�F 1 Soo GAt_ 4r-rU CAT1014 AOEA jppue,&-SoN AIZsA �t:51b►�! SIt�Y/A(1. AtaEA= �o�c2 x 2=3rzc 5F t�E-['Al L. vF l.E lug Trzr�cl� Ate = Ad x A�x V�370 Sf V:b i Tv�c. ASS,_ lido M41C Pt240c.AT04 2M 4- 5'�tv�tNcµ p1CHARt1 vi T o-saun+ LoxAA - i lw..°ZG 3' 6 _5iLa�Lom" tMt tMc tw 9" l glut '�tzE►JGN "'c OKf 4 g LOA., SAwt:b %4- '74. �M G►L. TNW- C Y /t/IC-D• 4 Sa�ln '� 'p�'VEI�P'4D �tpFtlg' Np �c.ei-fir C `T1�1�D ROT PLA1,A o warm- 1�GAT1c 1 Leo r P Sso!o vxrr4 56ALS— l�t=�o ATE I( . �rc,oPns�(� I Z:SZTI 1-`f rk&T 114 E��u cu+u St{vtiuN PL.AI,! R E " 4MEON CtMR-�-i5 w liu sl uN A►� Z;67B,►cic MAP r54- Pam- `S i2 -'�LS'A►�b l 5 `r l_L�AT�D w l ru t N A • 5Pc6ca AL Fws ;v KA ZI�N('E�. (� laAkTcQ- A Hys I KZ OS1�¢.VII 1 L orFSers mom Sou-.>iW.6 sNoLXP NOT D6. QPpuG4NT: �r USED To 66TA,5L4sq Pwopea-r�J L►OLF4, V 19- evj. L Per. LYwc-.q MAP- ti¢ R-4— 6-s zv;JE ZF 30 /1S /IS di � u••4 \ 1 ��( WELL 3t N 16 .9 100, \ �a017 7k1L- & i9 _, \ ` Xo 1 Z,.s RAXTER No mm Fr a S5 Ors y4 LR'ti-E UIV6Z EM I RIGHT SIDE ELEVATION REAR ELEVATION LEFT SIDE ELEVATION OraCK CMItKlY mrdetim Aelpen req' - . T.O.IPLATE _ CED.!u.�eO.rta A-T--S a:m.tfW nA�4�—o..nn 1`qs !�•i°�.w r:rv:ma2'ed4at 0teit cla•c>WTIe ia'at.ane-n.i r 4\/b//p!\ -. ._..._.. i I w�a! I „-1-3 En t T.O:!PLATE W- 2mo FLOOR ft—J. Wm R-N bt Lceota rnt nnl �Oo I•�oO- dt�-e lro�rKRTaA bIStCOR He ya 2d0• . l _. 6lCrOoaKOr rmtOoOaRt_-. CC�e 3-2dO R-N -------- ......_ FRONT ELEVATION 4dq Q»L 00"T FLOOR - A0�d3_p�p ' BUILDING SECTION DIAGRAM" SCALE, 1„•.,-0- y " 3CALl: 114'•f-O' .a �I ,° z' __ . coaaeme —ty D.Itneee a 1 I I I -�:__..---_•win p,ece• wt -------_J I L_----- . ul ^----r-- ' I �� Irme. lu eolu•n I j ^---1 I UNEXCAVATE� v on 3X12" FOR FUTURE I ant.rooting.It".) GARAGE I I I IJ_ _ I _ • FOOTINGS ONLY AT TNIS T11r I I I -- I - -- - - 1------------ 1 1 I TOW�FF-II 9` I e re16"a'� I li•.B'coot. 1 - 1 - -------- -I- r-t 3/Y N' VY YJ 3/Y n2 U s, 1 I �. row=FF-n 1/2• I I I BASEMENT I I e r - I I -r w r 1 2AO•W oc."� 2.10 •IC o.c. \ 2dO•IL'e.e.\ c I L \ I �— 1 - - 1 I n _ . de0 Dove b I I la pat. I 1 TOW-FF-II 1/2" - � O' � TOW�Ff-2'-L" I 1 1 L : I I 1 I I 5 r _ ti J v FOUNDATION PLAN r SCALE: 1/4' 1-0" /�(1 _r-I)/.• L a _r d>ti.•�-)�/.6�o)� )._oy T-_a v._f r�v_,�i IT '' wl DOOR SCHEDULE r_ _ NO. LOCATION SIZE o, `E' 'E. 2-.e D: FIRST.FLOOR �- -- L •< ] _ —~ 2 ENTRY 3 CLOSET - FOYER 8 X L'-8' ^I i 3 POWDER RM 2:-4-X L-8- POCKET4 BR OM 7 VY -e VT )VY `b Ir-fl)/.• T-a v� i)I/Y wl wl 5 BASEMENT OSET - 1 FUTURE GARAGE L PANTRY 2.r-,•xv-e- MASTER ! LIVING ROOM ! BREAKFAST 1 PANTRY ' 1 BEDROOM •)/P P •y/,' �i• w B BREAKFAST 2'-8'x L'=8• bi 9 LIVING ROOM 3'-O'X L'-8' HINGED PATIO J /Wn J (' I 10 LIVING ROOM 2 t� �� e+o•N' 1 1 ,,,,,,>r..d w �� II MASTER BEDROOM L'-O'X L'-8' SLIDING GLASS 12 MASTER BEDROOM 2'-L•X V-8' fU 13 MASTER BATH 2'-L•X L' 8- H WALK-IN CLOSET I? •VY ) �•-L)/T I -3 I5. SE B � SECONDEFLOOR T Y X L e i a K- BEDROOM e3 7 L X L a• r o l I KITCHEN f7 BEDROOM R3 V-O'X 4'-8' BI-FOLD SC _ I a b -IB 'LAUNDRY .2'-8'X V-8' ^I 19 -.BATH. - 2'-L'X G'-8' 20. LINEN- _ -2'-O'X L'-8' / 21 BATH - Y-,'X L•-,. ., WR 22 BEDROOM R2 2 L x L 8' 1. 23 BEDROOM R2 L O L 8• BI FOLD I .eft-m �• i � FI - T�- o..c DI ING ROOM i one � p 1 W b� BATH p a� YER • bl ° WINDOW SCHEDULE 2-.N...� NO. MODEL -- R.O.SIZE _ OUANTITTy h. i •— A DH 3054 3'-2 1/8'X5'-9 1/4'' 3 q B DH 2832 2'10 I/e-X3'-5 1/,' I r d " I i C DH 2852 2'-10 I/8'XS'-5 I/,' 2 j eentAvver D DH 2852-2 5'-1 D/IL'XS'-5 1/4' 1 E CSMT C1L 2'-O 5/8'XL'-O 3/8• 2 of b, seovv i F CSMT CNIL 1'-9-X6 '-O 3/8• 2 G FIXED CP24 ,'-0 1/2'XL'-O 3/8' 1 v -I H HALF RND CTC2 ,'-O 1/2'X2'-2 1/8' 1 y i I 1 OH 284L-2 5'-1 13/I4 X,-,9 I/,' 2 J DH 2O310 2'-2 1/8'X Y-I r,' 1 K DH 2O32 2'-2 1/8'X 3'-5 1/4' 1 H a I ! L O 285L-2 6-9 3/4•X 5'-9 1/4' 1 /wppert' ewlh— - . M BSMT 28I7 2 B 5/8"X 1 ,14 L Q R ' L O'-O' � O'-O• � CO l F-O' � N'-P FIRST FLOOR PLAN SCALE: yr-r-o• — • RwIwT•rw R-n+1 R o)154' Ly r f' D•�rew�.m6 I Z g m Q 0 EN TO LIVING ROOM O BELOWtl S _ N FDROOM2HALL� B DROOM a3 yr I e-.v s yr "'• u-•sir a yr � {, ^� cbvt pi STUDY Ti °ao..n...•ic-. j Q SECOND FLOOR PLAN i fC•..AwalE:l 1/4'RI+C 12-15-1995 12:03PM FROM PHERSRNT CDOE INC. TO 7906230 P.BY '� W�._._...�---•__ -..., . .... .... __. ....,.,_, DATE MM.DD5) Ai:IMI�tIm .CERTIFICATE OF INSURANCE: 10--25-9 _ _ PRODUCER I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA•YION ', ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLSTER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Edward A. Grazul Insurance _ALTER THE COVlrRAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 192 COMPANIES AFFORDING COVERAGE Marston Mills, MA 02648 COMPANY A The Providence Mutual Fire Ins. Co. _..... INSURED '� COMPANY i B CIGNA _..... American Foundation, Illc. L. 22 Union Street corAPANr c ' Yarmouthport, MA 02675 _.... _... _.... COMPANY D i COVERAGES. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 4 INDICATED,NOTWITHSTANDING ANY REQUIREMENT,,TBRM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS j CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, ! EXCLUSIONS AND CONDITICN--S OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, 3 _. _.. . CO 1 PODGY NUMBER POLICY EFFECTIVE POLICY EXPIRATION MITS a TYPE OF INSURANCE M IDDIYY) DATE(MM1DDIYY) _ DAT(:(M •_-._....- iGENERALAGRREGATE I$ 10O�OOQ_.._._ I GENERAL LIABILITY �- . .__..._. ._--... ...---._. I G i$ 100 f 0.00_.... ' •EACH OCCURRENCE OCCUR & V INJURY $ 100 000 COMMERCIAL I3ENERAL LIABILITY i ---- i I PERSONAL 8 ,_--.,.CLAIMS _ OWNERS CONTEPR I FIRF.DAMAGE(Any -y R 1 OO OOO-_- OT ' CPP131-17 10-05-95 10-05-96 __. "..y "s,I�i_ _._.... —.... _._........ j MEO EXP(Any one ron) I$ 5 000 L... -- -.....J-,-- AUTOMOBILE LIABILITY -..-_-. ....._. _..... -�:.-- �— - -- i r,Ory(gINEO SINGLE LIMIT j$ ....�ANY AUTO -.... ...--- .—..� ALL OWNED AUTOS Nos,-i,, Note 7671 Da" \.-)A5 pages � f 96CILYINJUAY ja a (Per person) ISCIiEDULEDAUTOS C� FrOR1 C.HIREDAUTOS BODILY INJURYNON•OWNEDAUTOS Phone#Fax# PROPERTVDAMAGE i$O - I AU70 ONLY-EA ACCIDENT $ GARAGE LIABILITY I OTHER THAN AUTO ONLY•. _-- I I ANY AUTO -- —- �- _..—_ -- EACHACCICENT j$ A06REGATE is EXCESSLIABIUTY � • EACH OCCURRENCE I$ _.____ ... ...i ....__... -_.I -- Is I -•...---- ...--- J - .. . .IAGGRE.GATE UMBRELLA FORM •--• 07HEA THAN UMBRELLA FORM { ---...._._...._ I__.._...:.....---.... jWORKURS COMPENSATION AND 1 I STATUTORY LIMITS IEMPLOYERS'LIABILITY I IEACHArtyDEN7 (THE PROPRIETOR, r INCL I 1DISEASE_POLICY LIMIT j$ 300,000 „- PARTNERSIEXECUTIVE �I - — - -- , _ I DISEASE-EACH EMPLOY ~- C 408-606-78 04-10-95 04-10-96 r EE ;$ 100r000 -._-- �JFFICERS ARE; I EXCL I T THER f I i I I DESCRIPTION OF OPERATIONSILOCATIONENEHICLfS/$PECIAL ITEMS _.... --.�......- ram_.. CERTIFICATE HOt�DER CANCELLATIC►M ; A.,+. I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE McShane ComL- uct.�on i EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 1 047 Falmouth Road —DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, SUCH NOTICE SMALL IMPOSE NO 08UGATION OR LIABILITY Hyannis, MA 02601 BUT FAILURE TO MM j O� ANY KIND VPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. PC/0 Mary Macwber lour" Izep PRHS ITAy� 1 9ACORD_25-S(3193) -<.:. ...:_.:...__._:...._.......—..._. ....,_..._...__....,...-_..._.._,.. :.__.. _ 90N 1993 I __._.__.._..:- _.._.._._......_...,_._.__..._.._..__,,.,,.__®.ACORD CORPORAT_...._...........,. TOTRL P.101 The Cotitnionwealth of Massachusetts, Department of Industrial Accidents .1 F oxce8110yes#1011otts s` `;#' r, 600 fl ashin,,,,ton Street Boston,Mass. 02111 ' Workers' Compensation Insurance Affttlavit AnDllcant information: Please m NrRi'lmy�,;; name: location city phone# 1-1 1 am a homeowner performing all wort:myself. 1 air a so!e proprietor and have no one working in any capacity �r-- I am an employer providing workers' compensation for my employees working on this job. cocoon J name: C NL t Ne• y . address• ( � t f �. 1 sit]':_ �0�--�-�•+.� MA-- O L phone#. f insurance co. Zi n0.&111 i, , c -j-31'Z- �fEf�7`tJ�{C -c[1� policy �.. n ...r r.. {a•• -*...-......�A.. 1 am a sole proprietor, general contractor,or homeowner(circle one and have hired the contractors listed below who have the following workers' compensation polices: company name: sldress• city: Rhone#: insurance co. policy# •x s...-.rras-aY•,-r?•j-r ,Nsr*sc: .rx�+.rY ar:s^*�� ,.�,• -•r--•gas ctimnam•name: ` address: city: -phone#: i ctt urance co. policy# ;Attach additional sheet if neeessa Failure to secure coverage as required under Section•25A of AIGL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. 1 understand that a copy of this statement may be forwarded to the Once of Investigations of the DIA for coverage verification. I do hereht•certify tinder the pairs and penalties of perjgiy that the information provided above is true and correct. Signature _ Date Print name j N , G 5' Phone# r_ 1` official use only do not write in this area to be completed by city or town official city or town: permit/license# nBuilding Department C3Licensing hoard 1]check if immediate response is required 13Selectmen's Officc a E3111ealth Department - 's contact person: phone#; nQther .....ecdd3;95PIA) ' R COMMON EA H ` �l OEPARTMENT OF PUBLIC SAFETY O ONE ASHBORTON PLACE YaJ/are to�osaw.a t R ettar�et MASSAC TT BOSTON,MA 02108 ' ossi�4yA r _ afte IglhgNsp �ll�r0l11Sf®.�W.rft?f+N/e EXPIRATION DAT 1.: '/ 1.9 1.IP951 awl I OR .44MO'TION -'JN'_.'TF:. F'F_�iVIS_h t +ErFECTIVE FOR PROTECTION AGAINST RESTRICTIONS DATE LIC-NO.,. THEFT, PUT RIGHT THUMB NONE. c7/-,/: ,�'�/�'=�'=,:? i�Q /-,��;r:.,= 1 PRINT IN APPROPRIATE k6 r, P. r p r F 1131-1N J M H()NE c3 ' ._,'_ 11 11:)1.4— ?q. 7C:11 1 m POD(M 75` MUS ',INCLUDE PHOTO I PHOTO(BLASTING OPR ONLY) FEE: CJ!-=.'T E R V I LL.F' MA c '.-'6`)•`51 08 p 1993 (- k - _ 1. -� �n��(�I NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY HEIGHT: a STAMPED-OR-SIGNATURE OF THE COMMISSIONER f M DOB: i Ili pp y ppp Fl S _ I THIS DOCUMENT MUST CARRIEDON THEPERSOPl ! SIGNATURE OF LICENSEE ' SIGN NAME IN FULL ABOVE SIGNATURE LINE , THE HOLDER WHEN E� r OTHERS-RIGHT THUMB PRINT GAGED INTHISOCCUPATH R�COMM SIGN �S t TOWII of Barnstable *Permit#Expires 4 ®PRESS P ' Fee�6n,onthsfromissuedate Re ulator Services S� g y 2007 Thomas F.Geiler,Director APR � 5 TOWN OF BARNSTABLE 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 Not Valid without Red X-Press Imprint Map/parcel Number Property Address 9:,S&,_— t� ®4esidential Value of Work ® Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address (Y)r r,,i)rl 5*yVQ_r /T nLJ/1 Contractor's Name�r elephone Numbers-c;:�c -141 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) [xorkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name C Ili k Woikman's Comp.Policy# � I���`� 75- Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) [Z Re-roof(stripping old shingles) All construction debris will be taken to k.3'Y`re_ ❑Re-roof(not stripping. Going over existing layers of roof) c;° ❑ Re-side iA A ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt comp iaTn"cr"h-otl er'town dep'attment regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors.License,is required. SIGNATURE: Q:Forms:expmtrg Revise061306 —Ale 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 ,p Please Print Leg bly Name(Business/Ora nization/Individual):Z ca Z&.Q AA—Cxre), a- Y, •Address: / ►�S t�ro1 PI�!rsy � . o'z (�� City/State/Zip: �� a� Phone.#: Are you an employer?Check the appropriate bog: -Type of project(required):. 1.EX"am a employer 4. ❑ I am a general contractor and I with Z7� � 6. ❑New construction . employees(full and/or part- have hired the sub-contractors 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 workingfor me in an capacity. employees and have workers' Y P tY• ��. 9. ❑Building addition [No workers' comp.insurance comp.insurance. required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. n r 3.❑ I am a homeowner doing all work h ❑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 anew 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: CN Policy#or Self-ins.Lic.#: :2-1 a a` �� Expiration Date: f j�0_7 _ Job Site Address: ��`� L-.i N ie. 9kQel-124 City/State/Zip: &,i-Olt ()h off;-3S-. 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 DU for insurance coverage verification. I do hereby certify under he pains and penalties of perjury that the information provided above is true and correct. Si ature: Date: y 0_7 7. Phone# -7 3 b 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): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i Information and. Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a-deceased employer,or the Teceiver nr trustee-of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produce&acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until-acceptable evidence of compliance with the insurance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contiractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or.if you are required to obtain a workers.' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate'line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all-locations in (city:or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e.a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,- please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth o£Massachwot€s Departmf mt.of Industdal A.eeidmts Office of Investigations 600 Washingt6 Street Rostm,MA 02111 Tel, 617-727-490.0 ext 406 or 1-977-MASSAFE Fax#617-727-770 Revised 11-22-06 www mass.gov/dia o 91te -� Board of Buildingq egulations One Ashburton Place, Rm 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 10/21/1960 Number: CS O48990 Expires: 10/21/2007 : Restricted To: 00 DAVID P CAZEAULT PO BOX 6005 N PLYMOUTH, MA 02362 Tr.no: 9294.0 t Keep top for receipt and change of address notification. DPS-CAI is 5OM-04/05-PC8698 Board of Building Regulat'ons and Standards One Ashburton Place'- Room 1301 Boston, Massachusetts 02108 v*"C' - Home Improvement.Contractor Registration Registration: 105024` Type: Private Corporation Expiration: 7/16/2008 J.T. CAZEAULT & SONS OF.PLYMOUTH David Cazeault _._ .. ... -- PO BOX 6005 NORTH PLYMOUTH, MA 02362 7 .1 r Update Address and return card.Mark reason for cha¢rgr.. 50M-05/06-Pc8490 [J Address ' ; Renewal Employment Lost C';k:;; 5 03/08/2007 10:30 5084286125 RAQUEL RODRI PAGE 02 J.T. a ea�Q� e ROOFERS & SHEET METAL WORKERS February 22,2007 Mr. Chris Lynch 234 Little River Road Cotuit, MA 02635 Re: Re-roofing @ 234 Little River Road, Cotuit, Project#723 Dear Mr. Lynch, We propose to furnish all labor, materials, and supervision required to complete the referenced project according to the following outline. 1) Remove and properly dispose of all the existing roofing materials on the entire main roof of the home. 2) ,Install GAF Weather Watch ice dam protection at all eaves and valley locations. 3) Install GAF Shinglemate underlayment over the entire roof area. 4) Install GAF Timberline 30 architectural shingle over the exposed underlayment. 5) ,Install all new aluminum drip edge, metal trim and flaslungs as necessary for a complete, finished waterproof condition. The cost utline is $6,771. The cost for a GAF Timberline Ultra shingle with a lifetime warr is $7,850. 'Please note: • The cost does not include any deteriorated wood replacement other than specified. • The cost includes re-working the existing chimney flashing. We appreciate the opportunity of furnishing this proposal to you and look forward to serving you. If you should have any questions,please do not hesitate to contact me at the number below. Sincerely, �. G+F•' .-' / �o i..l Seamus Caz ult rA 5 scazeault@jtcazeault.com A Roofing Family Since 1927" 51 Armstrong Road • P.O, Box 6005 • Plymouth, Massachusetts 02362 (508) 747-3800 1-800-649-3880 • FAX(508) 830-0620 • www,jtcozeault.com i ACORDTM CERTIFICATE OF LIABILITY INSURANCE 04/04/07 PRODUCER 1-860-560-2766 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Arthur J. Gallagher Risk Management Services, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 10 Columbus Boulevard ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hartford, CT 06106 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Continental Cas Co 20443 J.T. Cazeault & Sons of Plymouth, Inc. INSURER B: 51 Armstrong Road INSURER C: Plymouth, MA 02360 INSURERD: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR NSR9 TYPE OF INSURANCE POLICYNUMBER DATE DD LIMITS A GENERAL LIABILITY 271226205 05/01/06 05/01/07 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DA A ETOR NTED 300,000 PREMISES Eaoccurence $ CLAIMSMADE a OCCUR MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERALAGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG. $2,000,000 POLICY X I C LOC - A AUTOMOBILE LIABILITY 271226415 05/01/06 05/01/07 COMBINED SINGLE LIMIT $1,000,000 X ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULEDAUTOS (Per person) $ X HIREDAUTOS BODILY INJURY $ X NON-OWNEDAUTOS (Peraccident) - PROPERTYDAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO - OTHERTHAN EAACC $ AUTOONLY: AGG $ A EXCESS/UMBRELLA LIABILITY 2084939235 05/01/06 05/01/07 EACH OCCURRENCE $5,000,000 X I OCCUR CLAIMS MADE AGGREGATE $5,000,000 RXDEDUCTIBLE $ RETENTION $ 10,000 _ $ A WORKERS COMPENSATION AND 271225975 05/01/06 05/01/07 X TORY LIMIT WCSLIMITS ER ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $1,000,000 ANY PROPRIETORIPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEEf$1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Evidence of Coverage CERTIFICATE HOLDER CANCELLATION 10 days notice due to non-payment. of premium. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL 9AY6 MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,Iffi6Xff4hT6FMXf36}b0W9ffA xX -` Building Division X ffi410C70ffi7tl�{ [K16GCG�CXC68�ffiX�I4177�EX6d 7[ CRS H7dCffiKX 200 Main Street XXOMN=K4[NXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE USA {'/✓ ACORD 25(2001/08)cfurta ©ACORD CORPORATION 1988 5951930 :f TOWN OF BARNSTABLE BUILDING PERM T APPLICATION_ Map O 4 Parcel )(n Application 4tv206 00,L Health Division �. : Date Issued Conservation Division r Application s 4 = Planning Dept. Permit Fee � Date Definitive Plan Approved by Planning Board D Historic:- OKH —Preservation/Hyannis Project Street Address -,LF- '1._�-r`rL {�,vi2 c1AI_-i, Village Owner + Address' i_= ^S �4ci3oV� NGAA Telephone 'GO7c e Permit Request bi "� 1.0 V1! © ' ,I l"t�g l Cps e-.- 'a V.V1 9 A. toN Pao n4- G p b r CA 6 S �`� �lLopeh y L�A V NJ'Vt- ♦ Z 4-AL (A/Z.1&e �/�oy L •� I ? T15 Square feet: 1 st floor: existing eproposed 11 2nd floor: existing Sh proposed Total newAA 66-1 61 i Zoning District Flood Plain Groundwater Overlay K V '� �A 0 Project Valuation L-GD,07717 Construction Type p.,er� . Lot Size - S 9 Grandfathered: ❑Yes )4 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ,12kNo On Old King's Highway: ❑Yes kldNo Basement Type: >;(-T:ull ❑ Crawl XWalkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing _new First Floor Room Count Heat Type and Fuel: Was ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes , (No , Fireplaces: Existing _New isting wood/coal stove: ❑Yes)�No t Detached garage: ❑existing ❑ new size- Pool:rf existing ❑ new sizes Barn: ❑exi ting Lk9ew.-size_ c thed �Attached garage: ❑existing new s e existing ❑ new siz (� Other: .. 576 N) Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ' J Uzi co- Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use t=,iF_NrT A I— F' v rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1 ( 'R. v Telephone Number SL7g .��3`� • l 114 CAN S-T�-v C"T�O Address D. b _ Sflx z�� License # -3 33 MA Home Improvement Contractor# i 103'43 Worker's Compensation # WC,O 3.,Q.Q q 15' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO MA SIGNATURE - - ��=DATE r FOR OFFICIAL USE ONLY APPLICATION# . DAT91SSUED } MAP/PARCEL NO. r. ADDRESS VILLAGE' } OWNER DATE OF INSPECTION: FOUNDATION -FRAME INSULATION . i FIREP C 'r E �EAL: ROUGH FINAL LL PLUMBING: ROUGH r FINAL 1 GAS: ROUGH :-'FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r Town of Barnstable Regulatory Services ` �TAULr- Thomas F. Geiler,Director 2 iB 0` Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.ba rnsta bl e.ma.us 'Office: 508-862-4038 ,Fax: 508-790-6230 PLAN REVIEW /gPv ao06106 56 7 Owner: ��r�ek-/PaD,e/Gcc�L' Map/Parcel: 05Y bO6 005 Project Address 2 3Y lim-F Overz/4 . Builder: •U-*tk- s'r*fzstWc- The following items were noted on reviewing: ® 0 /Av,r6-r—Y AceGs T Ao e,e-o eu u L etr��G Fes' S rw� �Z�Qe�1�EMHJTS &Z ao e-k S?wc6 ef;Q C4-r 2E-Ateci'M 7eb 11-1W(K >t, S#C-q-th4.UC, �N�!`�r-G7o�c7 U-(R6b . ( JJ L'►nra 0-Uj A-F/tf art o N i 4Atr-- za PE- 7t-fW PM LNG l Al z5z /tW I of l I-R ie o o Ir-- I ,? 0 N.5-r Reviewed by: /1?9� Date: Q:Forzns:Plnrvw The Commonwealth of Massachusetts. Department of Industrial Accidents Office of Investigations a a 600 Washington Street Boston,MA 02111 w S�° www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legib ly Name(Business/OrganizationRndividual): u f;;,$ - � C-{� . e-6 tg ST T,--U cT?o N Address: f, o- 7 z Co City/State/Zip: � av� ,MA & -G+ Phone.#: Sb!$. G 39 ,( )2= 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 L. 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. EJ Demolition workingfor me in an capacity. employees and have workers' Y P t3'• 9. ❑Building addition [No workers' comp.insurance comp.msurance.t required.] 5. EJ We are a corporation and its 10.❑Electrical"repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no- employees. [No workers' 13.0 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. :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:MCI Id -Y6dctJL,E2t( Ir►ZIF-MPl•1'T'yJ M7'r^i4_ 1 i�SUfZ i�rr`f C� Policy#or Self-ins. Lic. 2.-'L oq 715 Expiration Date:3` 2.-4 O Job Site Address: 2.'�li- L-ITTLE F_WSJ_,< City/State/Zip: E I WA 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 tip 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 under the pains and penalties of perjury that the information provided above is true aannd correct. Signature: w--_ ate: Phone#: "�a�. �3G1 . 12-�F' 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 DATE(MMIDDNYYY) CERTIFICATE OF LIABILITY INSURANCE 06/06/2008 PRODUCER (781)447-S531 FAX (781)447-7230 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Mason & Mason Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPONTHE CERTIFICATE 458 South Ave. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Whitman,- MA 02382 Gwen Vosburgh INSURERS AFFORDING COVERAGE NAIC# INSURED Miller Star buck Construction, Inc: INSURERA: Mountain Valley Indemnity Co. PO Box 726 INSURERS: Star Insurance 000204 Falmouth, MA 02S41 INSURERQ INSURER D: INSURER E: COVERAGES 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 1S SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH CLANS.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAS. - ' INSR AWI TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY 328002915602 12/Ol/2007 12/01/2008 EACH OCCURRENCE $ ' 1100010 X1 COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTEDcw $ 100,0001 CLAIMS MADE a OCCUR MED EXP(Any one person) $ S,0001 A PERSONAL&ADV INJURY $ 1,000,onig GENERAL AGGREGATE $ 2,000, GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,0 POLICY E T LOC g, AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY, NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT II ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSAIMBRELLALIABILITY 'EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ . RETENTION $ $ WORKERS COMPENSATION AND : WCO22091S 03/27/2008 03/27/2009 1 wesTAju I • EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ lOO OO B ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? OFFICER OF CORP IS E.L.DISEASE-EA EMPLOYEE $ 100,00C It yes,describe under SPECIAL PROVISIONS below INCLUDED E.L.DISEASE-POLICY LIMIT $ SOO,OO OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF THE ISSUING INSURER WILL ENDEAVOR TO MAIL lO DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE . David H Mason ACORD 25(2001/08) ®ACORD CORPORATION 1988 .PDF created with pdfFactory trial version www.pdffactory.com (MMIODIYYYI� CERTIFI TE OF LIABILITY INSURANCE DATE PRonucER 10�15�2008 ( 1) 545-0222 (781) S45-7813 THIS CERTIFICATE IS ISSUED AS'A MATTER OF INFORMATION 0'Donogh Insurance Agency, c. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 776 Coun ry Way HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR. Scituate ; MA 02066 ALT R THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED AiVeyLane Inc INSURER A: Hartford Fire 3 Unit 4 INSURER 8: Migh, MA 02341wsuRERc: INSURER D: V. INSURER E:.. C E THE POLICI S OF INSURANCE.LISTED BE HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING . ANY REQUI EMENT,TERM OR CONDITIO ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERT THE INSURANCE AFFORD D THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. GREGATE LIMITS SHOWN VE BEEN REDUCED BY PAID CLAIMS. INSR % 11 TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION POLICY NUMBER DATE dMM1DQ1YY1 LIMITS GE LIABILITY 08 SBM W441.1 10/03/2008 10/03/2009 EACH OCCURRENCE $ 1,000,0001 X OMMERCIAL GENERAL LIABILITY. DAMAGE TO RENTED S ZOO,OO CLAIMS MADE OCCURI 01 MED EXP(Any one person) S 10,000 A - PERSONAL 8 ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,OO GE AGGREGATE LIMIT APPLIES PER:, PRODUCTS-COMPIOP AGG S 2,000,000 LICY PRO- JECT LOC i AUT OBILE LIABILITY COMBINED SINGLE LIMIT AUTO S (Ea ectldent) L OWNED AUTOS HEDULED AUTOS BODILY INJURY S (Per person) fIRED AUTOS S N-0 BODILY INJURYWNED AUTOS (Per accident) i PROPERTY DAMAGE $ (Per oWdent) ITY LIABILITY AUTO ONLY-EA ACCIDENT S AUTO. I. OTHER THAN EA ACC $ AUTO,ONLY: AGG $ EXC SIUMBRELLA LIABILITY EACH OCCURRENCE $ CCUR CLAIMS MADE AGGREGATE $ i S iPWQAONSb*Iaw, UCTIBLE _ ENTION = i WORKMPENSATION AND 08 WEC IU118S 10/03/2008 10/03/2009 WCSTATU- OTH- EMPLABILITY A ANY FIPCER/EXCLUERIE ECUTIHE E.L.EACH ACCIDENT S S001 00 Hyyssss� - I - - - -- - E.L.DISEASE-EA EMPLOYE S 500,00 - SPJiCI OTHER DESCRIPTION 0 PERATIONS 1 LOCATIONS I VEHIC El1EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Please n e that Miller Stamuck Construction Inc is listed as additional insured for the General -ability policy onl . l�(&24,e Vold pticy cu4 ► fra ' -/hL0 Corr_aCj Ir SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Millibr Starbuck Constr c on Inc BUT FAILURE TO MAIL SUCH NOTICE LL 1 OSE NO OBLIGATION OR LIABILITY 766 -'al mouth Road OF ANY KIND N THE INSUR OR REPRESENTATIVES. Masipee, MA 02649 AUTHo ACORD 2b( 1/08) FAX: (508)5 9 125 OACORD CORPORATION 1988 i ACO CERTIFIC OF LIABILITY INSURANCE 10/10/loos --THIS CERTrICATE IM DF IWORMATI sefft o(Z ixst1 wcz ONLY ANOCONFRU NO RIOWIS UPON THE CERTIFICATE A A R _ TM AFFOROEO By THE EP 3{ WUH T ALTER %X 16..5 6WLOW. MiET. , m _02973 Im"P8 ARFORONO COVERAGI NAIL 6 WAU+RI.OOLOIEr I1180ilAtlCi Zdasr W Oba Black Rivor 'C4 m t metion t4ma"It Ts 10"m 323 Ps of May pi MIR0: INovw Ck C mtery 1*, MR 02632 IIItIfRtR c COVERAGO TNS PO 0 OF INSURANCE UYTIO S L HANG 1[SN ISSUED TO THE INSUR20 NAMED AMA FOR THE POLICY PERIOD OIOICATM. NOTM STANOING ANY RE ENT. TEAM OR CONOI ANY CONTRACT OR OTHER DOCUMENT WITH RES/EOT TO WHICH THs. CERTIFICATE MAY n 1SSUE0 OR MAY Pr. N. THE INSURANCE A" TH! IOUG.6 OUMSED HGRGN IS. SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDMONII OF SUCN . POLICIES OREOAT!LIMITS SNorw MAY RlOL1ClD BY PAID CLAIMS. _ Lion . TVrOM NM MLMR�R OVA IM00 SAW �n A 'PAL 326663 08/31/2008 08/31/2009 IACHOCCummm „ 11,000.000 x w I taMItROIAI OtNiRAL uMa+w PMnM=00 VAMWIG_ 2100,000 PEFOOMI.A AOV 0QURY 11,000,000 _ opKRAL,aoneoATG $2,000,000 N%AWA1"RUIRTAPPL1 PM- - oR00IATr�.COYPaDPA60 ►2,000,000 POLICY A . . 1OM00Rl LMIIAI^ _ COt $IWINA UWT - / AW PAITO _ ALL OV"O AUTO _ 1 . OOgtY YlA01Y t AC>ItOIA/C AUTOG Ohl Nnarl ' tollill Aum I OODILY 06AlRY hfM,lM..l1 t Nor4owW40 AUTOt � ... .. _ ... TMIOIOIRVOM1A0l t G LMRRY AUTO ONLY•EA 400104INT« S. AM OW, 'ANYAUIO I OTIiRTNAM UACC • ._.. . uA01NTY I - OACNOOCURIMNIX t_ ... ,_ OCCUR 17 CLAW MAN AOORSOATG t _ ReTawTION t I . . t •- - w ooeutMATTORAao {88-Si-87 00/02/2007 09/02/2008 7[ uadTa ■ "' u"""^ 09/02/2000 09/02/2009 FLMHAOCOWT - $100,000, aTolurARrwusleoulm er wulyzunw eLO+O,w-0A0118011E t 100,000 "�,`' oM FROV13"Wjyms I.L.Omaw•POLICYUW t 500,000 aim 1: OatCRD OMRIITIOM/LOGATIONIYUt01I AlIf1f00TlIIOOR'J IT/t1001ALN10Y1M01a %Z1 CGOGW8ATiON Po IZIOOsi UO? VPDVM COVZRACS I= SM" L!!!11 MEt>Olt DIP By 1111111112m COM WA CMIMVSC 'M RO j= 18 iff=TTIOIIIJ. Zt MUI AS 1<L99DM$ A�YLL LD112LM rm omwr IC 09=22=2 ZlT9CA>I'0 OR Bt6AL11 Or TU ADDITIOIIAL =S0M. CERTIFI 'Te HOLDWt CANCELLATION NIL I IcTl MIXICtt CCIIII73WOCT1 , Ive. WWWA ANY OF IM "ON OaeRIMs POUaM N 041119 LIIO MFON TM UPIRS"O11 Y.O. 2 NZ 726 OAT@ iNEMOF. TIN OTIUMO waim a IYRL fMMVOR TO NAIL 21 DA" "If"" PIA. O23{1 ROTW, /b We MRMUTE M"" RAMq TO TNt T UW tUT FAMIM lO ee w S$MLI mamWAPC" NO O@U"IW On 4MMTr OA ARM OM T1� Mu1IIRm- I" AGUM OR RBROORTAIIMEL AUTN0111>Q0 PRIM Olt I AC R ,� CERTIFICATE OF LIABILITY INSURANCE I2ALE a' PRODUCER (508)540-2400 FAX-. (508.)289-4111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Murray & MacDonald Insurance Services, Inc. ONLY AND CONFERS NO RIGHTS UPON .THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 550 MacArthur Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bourne MA 02532 INSURERS AFFORDING COVERAGE NAIC III INSURED INSURER A.Arbella Protection 41360 Colony Insulation. Inc. INSURERS: 28 Jonathan Bourne Road INSURER C: INSURER D: POcasset MA 02559 INSURER.E: COVERAGES- - 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.- REG,kTE LIMITS SHOWN MAY HAVE DE 4 REQUCEDBY PAID CLAIMS, INSR A00'L POLICY EFFECTIVE POLICY EXPIRATION TYPE OF INSURANCE POLICY NUMBER DATE MMIDDfYY DATE MMIDD/YY LIMITS GENERAL LIABILITY EACH NCE $ 11000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000 A CLAIMS MADE OCCUR B500028928 8/18/2008 8/18/2009 MEDEXP fAny one rson $ 51000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL GG $ 2,000,000 GE ML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 X L C PRO- L OC AUTOMOBILE LIABILITY COMBINED SINGLE LINil7 $ 1,000,000 . ANY AUTO (Ea accident) A ALL OWNED AUTOS 49692400002 8/18/2008 8/18/2009 BODILY INJURY X SCHEDULED AUTOS (Per person) _ X HIRED AUTOS BODILY INJURY $ - X NON-OWNEDAUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EAACC $ � AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY $ 3,0 0 0,000 X OCCUR CLAIMS MADE AGGRE AT 5 A DEDUCTIBLE 4600028929 8/18/2068 8/18/2009 $ X RETENTION 510,000 WORKERS COMPENSATION AND WC STATU OTH. EMPLOYER311;#A FLITY. . ANY PROPRIETOR/PARTNERIEXECUTTVE E.L.EACH ACCIDENT I$ OFFICER/MEMBER EXCLUDED? E.L.DISEASE•EA EMPLOYEE$ 11 yes,describe under SPECIALI E.L.DISEA E-P LI Y LIMIT $ OTHER - DESCRIPTION OF OPERATIONSILOCATIONStVEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECUIL PROVISIONS Miiler Starbuck Co., Inc is additonali naured with respect to general liability form CG2010 ,(10 01) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Miller Starbuck Construction EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Box 726 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE MOLDER NAMED TO THE LEFT Falmouth, MA 02540 FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF AN INSURER ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Douglas MacDonald/TED 1snr.. . l ACORD 25(2001/08) C ACORD COR INS025(oloe).ok PRODUCER THIS CERTIFICATEIS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Meson&Meson Insurance Agency Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 458 South Ave ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Whltmen.MA 02362 COMPANIES AFFORDING INSURANCE COMPANY A GRANITE STATE INSURANCE COMPANY INSURED David Dimestico 18 RaM Avenue rest Falmouth.MA 02538-0000 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT WITHSTANDING 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 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. Co LTR I 71TE Or INSURANCE FOLICYMUM ER FOLICYErFECTM DATE i POLICY EXPIRATION DATE . A AND EMPLOYERS LAl.wTv LIMITS `TWE PROPRIETOR! PARTNERS/EXECUTIVE OFFICERS ARE .NC.C EXCL C 2252521 ( 7/27/2008 7/27/2008 sTATJTORY L+M-S !OTHER Gawepa Appnwlo MA GPeety AOny EACH ACC DEN_ - S 'OO.000. D SEASE P06fCY.M•T S 500.000 D SEASE-EACH EMPLOYEE S 100.000 (DESCRIPTION OF OPERATIONSNEMICLMOPECIAL ITEM8 RE:THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR DAVID DIMESTICO. I - CERTIFICATE HOLDER !CANCELLATION 1 MILLER STARBUCK CONSTRUCTION I SHOJLD ANY OFTMEAEOVE DESCRIBED PO.ICIESBECANCEL=BEFORETME EXPItAT!ON DATE THEREOF.THE`SSUVIIG COMPANY w:L ENDEAVOR-0 MA PO BOX 726 DAYSWR.17EN 40-ICE TO THE CER'-FICATE HQ.DER hAMED TO T.j.EFT.B FALMOUTH, MA 02541 I FA;LURE'0 MA'.SUCH NOTICE SHALL MPOSE NO CB.GAT-O.'4 OR.NBILrr OF ANY KIND UPON THE COMPANY irg AGEh'S OR REPRESE'ITA?NES AUTHORIZED REPRESENTATIVE. i A ,RD„ CERTI I MJ0 ATE OF LIABILITY INSURANCE DATE(M07YYM PRooucE 10 30 2008 Phone: 508-651-7700 Fax: 508-653-8089 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Easte n Insurance Group L -Commercial Lines ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 233 W st Central Street HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR Natict MA 01760 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURED INSURERS AFFORDING COVERAGE NAIC# Denis Wells Chamberlain C pentry Co. INSURERA: 60 Cal,tain Baker Road INSURERB: Marst ns Mills MA 02648 INSURERC:TraVelers InSigMaity C 56 8 INSURER D: COVER ES INSURER E: THE POL LIES OF INSURANCE LIS FLOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITH TANDING ANY REQUIREME , ERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ERTIFI TE MAY BE ISSUED OR Y ERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS.SUBJECT.TO ALL THE TERMS, CLUSIONS AND CONDITI S IF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MR 0=1 P UCYNUMEER PO ICY ECTVE POLICYEXPIRATION uMrre A 19ONERALLIABIUTY ZOA008430915 11/12/2007 11/12/2008 EACHOCCURRENCE A COMMERCIALGENERALUABIL OA008430916 11/12/2008 11/12/2009 MIBES o�unrsx i5 -000,000 000!R CLAIMS MADE ®OC MEDEXP A oro arson e 5,000 PERSONAL aADVIMURY : GENERAL AGGREGATE $2,000,000 OENLAGGREGATELIMITAPPLIE8 R PR00UCTS-COMPA0PAGG t POLICY 'PIPT L B iuroMoeiLaLIAYILITY IA3J4235 2/13/2008 2/13/2009 COMBINED SINGLE LIMIT A NYAUTO : ALL OWPEDAUT08 SCHEDULEDAUTOS �pa INJURY i 50r 000 HFIEDAUT08 NONdWNEDAUT08 BODILY INJURY Y t 100,000 rw ao w i $100,000 4ARAGELIABILITY AUTOONLY-EAACCIDENT S ANYAUTO EAACC 0 OTHER THAN AUTOONLY: AGG 4XCESSIUMBRELLALIABILITY EACHOCCURRENCE S OCCUR CLAIMS MA 1E AGGREGATE _ DEDUCTIBLE _ RETENTION f C *ANYA1ET0R1PARTNSPJEXECLMvE OMPENSATIONAND B0443M24708 10/12/200810/12/2009 IJAeIUTY E.L EACHACCIDENTMBEREXCLUDED? awdw E.L DISEASE-EA EMPLOYEE S PRQV18 E.L DISEASE-POLICY LIMIT DEECRIPT[arbuck OPERATION8fL0CAT10NelVE IC /EXCLUSIONS ADDED eYENDORe91ENT18PEC1ALPROV1elONe The Wor Compensation cert f to will be issued from the carrier, coverage is in effect. Hiller Construction, o west, and Mill Farm LLC are named as additional insured for General Liability per Orm BP CERTIFI ATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED Miller Starbuck C 4CtiOn BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER PO Box 726 WILL ENDEAVOR TO MAIL 10. DAY3 WRITTEN NOTICB TO THE .Falmouth MA 02541 CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL,IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTNORQEDREPRESENTATrirt ACORD E(2001/08) aACORD CORPORATION 1988 if 9 7/2008 09:37 Bryden & Sullivan Insurance Donna Seviour-► 1/2 CER IFI E OF LIABILITY INSURANCE OP DS DATE IMMY0QYYM DUART-1 09 17 O8 ►RODMR THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION �Gm ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bryden.S Sullivan Ins HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 88 Fal uth Road i i ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyanni` MA 02601 Phone: 508-775-6060 j Fax 90-1414 INSURERS AFFORDING COVERAGE NAIL p A NGM Insurance C 14788 - NSURERa Associated EVloysrs Insurance Duarte Plumbing N�c 37 Collins A e INSURERa Centerville MA 02 NsuxR E: COVERAGES ! THE P S OF INSURANCE BEL ;BEEN ISSUED TO THE NS(IiE0 WAND ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDNG ANY RE TERM OR CO ITION ONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED-OR AMY AN,THE NSURANCE AFFO POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIE..AGGREGATE L/Y6TS SHOWN AAA N REDUCED BY PAID CWMS. r T IFFOC1WE ►OUCY OV4NATM LTR TYPE Of MEURANNI POLICY RUUMR ."TE MEN�ODIY am r LIMITS °BiE1°'LLMIU" $1000000 A MM MCALOEHERALl1tEL1TY I60800 08/03/08 08/03/09 PREMISED tfssoamncs $500000 CLA"MCE IEDEW("ampemn) $10000 X Business Owners 08/03/07 08/03/08 PER80NAL&Am Aw . s 1000000 DENERILADGREDArE s 2000000 rr'ENLADOREGArE UNIT APPLIED PER PRDOUCrs-COMWXP AM s 2000000 Pa1cr .AUTOMOBILE LMEartr . °°nM'e°allou:LAST s AWAUTO CES Scamq . ALLOAKDAUTOS - DOCLYIIAAW f SCIEOU.ED AUTOS Cft pe—) HMDAUTOS - 800LYEUIRY f NON.OATIFDAUIOE (PsrKa" F1 PROMTYDA14WE- f (per scc10mf1 OARAOE UAMM AUTO ONLY-EAACCOEHI f ANYAUTO f EAACC f OTHER THAN AUTO ONLY- AM f E7tCEgNIMtIUA LIMMUTY .. EAM OCCURRENCE7 OCCUR f 0CLAMIAMN I AOOREOATE S s OEDUCTEAt s RETENTION f - s COMRNfa'AND TWTAI s ER B MUA•ILITY 006318012008 06/23/08 06/23/09 E.L.EACH ACCIDENT $100000 AMY iDRfPARTMEME)EWTP/E CPP MBER EHCt.UOEOT E.L.OMAN-EAEIPIOYEE f 100000 fYu. wes sPE PROYIsoNseen. EL13MEM-POUCYLasr 1s500000 1 MUM,01 Of OPERATION81LOCATNIMBIYBMCIA111 ADDED BY EIOOIINNEINTI SPECMI►RorMHIRE - Certificate Holder isiinc; 11 ks an additional insured if required by writtm aontraot*+ CERTIF1 tATE HOLDER CANCELLATION I MILLER/ SHOULD ANY Of THE ASM DHCRMEO POLICIN N CANCRJM Won THE Ex/IRATION GTETIBIREOP,THE NBMNO BMVRERfTILL EIOEAVOR TO MULL I10 DAYS YYATREX . ' NOTIDE TO THE CERTIPICIITE HOLDER RMrDTO TM Lfn EUT PAIWM To oo to SHALL .. Killer/Starkmak tion - NPON NO OBUMInON OR UMERITY OF ANY RINO UPON THE NOVO^ITSAGINCTB,OR Rt 28 Madake PlaceT Mashpee MA 0 649 AunloRmE REPRfBBITTATM 10yermis Office TI ACORD_5(2001108) ® COIL ORA 8 NOV-1 200B 01:34P FROM: GEL SO-LEGEL IN 15WTTIM63 T0:15085391125 P.1 I,- A RD CERTIF TE OF LIABILITY INSURANC oA>. h .21/14/2009 9 ONLY AND FER9 NO RIOM UPON THE CERTIFICATE or IMMURTR59- 34 iT HOLDER. TH3. 9RTIFICATE DOES NOT AMEND. OR ALTER THE OE AFFORDED BY THE POLICIES YELOIM. TR6T, . Ep 0267] INSURVOAFFORDI COVERAOE NAIC0 NAURfo PA*61 Muia J1TDior MM R P aUng �"•""®"`COLDN! 10 •olty CIVOI& RwIRIpIR OiU1MIn un wwlol a nowN•Ra. s, II& 02601 THE OF INSURANCE LISTED SO HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE OR THE POLICY PBRN)p MlDIGTED. NOTNATFIST-DING ANY O AIN. i. TERM pR CON ON OF ANY CONTRACT OR OTNBIt DOCUMENT WRX R6 T TO VAIICX TNf CER7IFICATi MAY fi NNRJED OR MAY AIN, THE MStIRANCE AFFO 9y THE POUCE9 DESCRIBED HEREIN If SUBJECT TO THE TERMS, EXCLUSN�W AND CONDITIONS OF SUCH AQOREGATE LIL$lTn&40 M1 L•A NA BEEN R0009D SY PAID CLAMf. ATM rY1aopsomroe POLIC►NIMfR DAR -lob Ira of►IefAl LMRUTr OLS694160 O0 17/2008 09/1 /2009 LuHoom aNCd z 11,000,000 LGecA%L pA„y nmftx a100,000 IaDOIPyiry•n•PN�elp •3,000 MRsoNALaAOveuwY 71,000,000 WAAOOR®OAT%UWrAPPLUpW OOIpKA0ORe0A7O •2,000,000 POLICY M P"DUDTO-GININ0►AOO f2,000,000 AUTOMOMBweUn ._ ANY AM III�fNOLf UYrt _ • SCHEDU iDAIM fOOILYOLMIY 1 • owvMmq roRwAuros IRoANrwi • eARAeR #AMO LY•ewAcaoBrt • AMrAuro ..�._f_. ...- WMTHW MAW OICOMAeNN1 women TY AM*MY. AM fACXOCCUM60:f f OCCUR CLAYa • AOOIIEOATf f D�UCTfLe • R!TlNTNIN • • 7 a eR•�OwMIORAM WC 279-60-99 f STY X A iR 11/il/2009 11/1 2009 N,�&kC"A=MW W CLWM 8500,000 e •LL.+wwa RA.OWIAM.VAilOWM 12 Soo,000 Paovlflowf•M.. o iLONIfAa•POL,oYLi,,r •500,000 000CRIP OPOMMTWXIL00ATOWlV—WM fi—a ILMOMAMYf/91pDRfipartfliENLMDyMpYf ME1211,"MOR am OOVRAAM W =3 ETDEMS COM OMMT20M MI STAREt= cOmTADCTi 1EORlQMiST 9TAAYOCR, Mt"ANK L14.Li9 As ADOXT20NAL Zlr90AED8 CERTI TE HOLDER CANCELLATION xx 8T7uLWU CON9TROCT2 , IlIC. ONOOLD ANY DP TIR Al VA 000 MM PoLow 0e CA"UAD 0fT4wlf TNe i:PwArAe l.O. .726 one naReor. tNR emwaa TLL salAvoR To MAL 21 DAY• wmnN IfA 02341 DOTct To Tt NOLOM KUM TD Ta Wr PAL.m ro 00 00 MALL won No OR MINN Mull OP TO IMPAW ne AOOM OR wRSfieTA AN1110eQb TAMS 9-539-1125 • N 1 / 1 �/2009 8 : 38 : 55 AM 8740 ® 02/03 ISSUE DATE 01/13/2009 ODUC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND aaeU B ingura r� CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND.EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. O Box 9 ala4oD, M780 COMPANIES AFFORDING COVERAGE s dHom Vabdao 95 S ch Road COMPANY A MAL MuWd Insurance Co F th,MA 02536 LATER THIS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIO i:j CATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO HIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBIECT TO TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. cozxrmnom rnsostnF(ixANcs Foucrxve�l DMPn D�ATs( �TB GM 11ANUTT OHIBRM.AOOMATB . � PRODDC*4030IOP AGO.canaaAaAt.amo7tu LIABILITY . PERSONAL•ADV.IMMY OOdDtl MADB=OOLIBT FACROOCMENCE Oil®l7ACONlRAC[ORAPROt. FIRBDAIUOII(Afty�dm) ww mwzm(A.7"moo°) AW 31406=LLWUTY _ SINGLE ' tsar ANY AUTO ALL OWNED AUS BODILY RIMY SCHI 8.ED AUTD6 - AUTOS SOB - BODILY DQmY . GARAGE UA MY (Fr R9 ( - PROPID(n DAMAOB IdABIU'[TY - BAOSOOCZIRRBNC6 AFCRM ,�BG� THAN TDBRELLAFDRM COMPM&TION AND ° TAT LD 4T3 STATE mmk,ny]ms LIARnarY MA A AR EA 100,000 100,000 ""� 7015995012009 01/03/2009 01/03/2010 DIM ®may fiLDISEASfi-POLICYLnwrr 500,000 EMPLovPBE EACH 100,000 WM—MNTr,/DzSCRIPTIONOFOPMU77ONSORLOCAnONS.- WILLIAJ 0 R VALADAO IS NOT COVERED BY THE WORKERFCOMPBNSATION POLICY. ULD ANY OF THE ABOVE DB9Qi»IJla POLICIES 88 GIXHI 1 BD BEFORE THE EXPEIATION DATE ILLE STARBUCK CONSTRUCTION � aOObV���VCRTOMAILIkWRmbxNOTICSTOTHECERTFICA NAND TO THE LEFT.BUf FAILURE TO MAD.SUCH NOTICE SHALL AROSE NO OBLIGATION TTN: AURA LiA8II117OFANYMKDD UPON THE COleANY.ff3 AGENTS ORREPRBSBUTATIVES. .O.BC K 716 ALM TA,MA 02540 UTHORII.K[)REPRESENTATIVE 2990 i ow�HETa, Town of Barnstable . Regulatory Services 'A`NN "EM Thomas F. Geiler,Director Dp t63q. ♦� rEo,,�r16 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A. Builder as Owner of the subject property " hereby authorize "I 1--L� ��I'-,-.1CJL IOKl r-'to act on my behalf, in all.matters relative to work authorized by this building permit application for: .234- 1 -4—r'TL:r—, RSV �rz .4 (Addxes s of job), . Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on th'e reverse side. i Ole q� B04'111� oar o Building Regula ons and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Construction Supervisor License License CS: 43338 • Restriction: 00 Birthdate: 3/14/1953 Expiration: 3/14/2009 Tr# 9478 PHILIP M MILLER - PO BOX 726 _ FALMOUTH, MA 02541 Update Address and return card.Mark reason for change. XAt c sOM.05/as-Pc8490 Address Renewal i_ Lost Card CPU) Wo Bosi�oC 8 i ng egu ationend Standards Construction Supervisor License License: CS 43338 - BiRhdabe: 3114/1953 F 94�8' Exo#tidn" 311412009 Resb'ialion;,.00 PHiLIP M MILLER Cam- -• ' PO BOX 726 FpLM01JTH.MA 02641 Commissioner r Brar�o ofting eguiy?is an ar t < License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registra&M. 110373 Board of Building Regulations and Standards Expir fi riL. 0/20/2010 Tr# 275249 One Ashburton Place Rm 1301 Boston Ma.02108 riy?te Corporation MILLER STARBkU�• ~f)IV { CTION, INC. PHILIP MILLER,:yR �'' r Y: rl' 40 MILL POND12 _ Ya, EAST.FALMOUTH, M' '' 236� Administrator Not valid without signa REScheck Software Version 4.2.0, Compliance Certificate : Project Title: Miller—Starbuck Construction EnVy code: 2006 MCC Location: Barnstable,Massachusetts Construction Type: Single Family Budding Orientation: Old Conditioned Floor Area: 2210 maces 270 deg.from North 0 Glazing Area Percentage: 18% Heating Degree Days: 6137 Ctlmate Zone: 5 Construc uon Site: rrt OwneNAge 234 Little River Road MlderdAge udc Construction Bemetebte„NIA PO BOX 726 Colony Inatilation,inc Falmouth.,MA 02541 26 Jonathan Bourne Drive 508-539-1124 - Pocesset„MA 02i559 508-563-6049 ComPHanm 0.9%getter Than Code e. Pcrimpter Ceding 1:Flat Ceiing or Scissor Truss Well 1:Wood Frame,l6"o.c. 1070 30.0 0.0 Orle►dation:Right Side 464 15.0 0.0 37� . . Window 1:Wood Frame:Double Pane with Low.E SHGC:0.50 72 0.350 25 Orientation:Right Side Wall 2:Wood Frame.16"O.C. Orhmtetlon:Front 560 15.0 0.0 37 Window 2 Wood Frame:Double Pane with Low-E " SHGC:0.50 62 0.350 Orientation:Front 22 Door I'Solid Orientation:Front 21 0.350 7 Wall 3:Wood Frame,16"o.c. Orientation:Beck 432 15.0 0.0 24 Window 3:Wood Frame:Doubfe Pane with Low-E SHGC:0.60 90 0.350 31 Orientation:Bads Door 2:Glass SHGC:0.50 36 0.350 13 Orientation.Bads Wall 4:Wood Frame,16"O.C. Orientation:Left Side 448 15.0 0.0 28 Window 4:Wood Frame:Double Pane with Low-E SHGC:0.50 900.350 31 Orientation:Left Side Floor 1:AN-Wood JolstlTruss:Over UntondMioned Space. Furnace 1;Forced Hot Air 89 AFUE 22f 0 30.0 0.0 73 Comolance Statement The proposed bUlldl d •• i calculations submitted with the permit al 1ding n.design described here Is consistent With the building Plans.specifications,and other RESQheon Verson 4.2.0 and to Proposed building has been designed to meet the 2006 IECc; comply the mandatory requirements listed in the REScheck Inspection ChecMl It., re►nents Fri i i Project Title:MIIIer-Starbuck Construction ._.__.. Data filename:Untitied.rck Report date: 12/11/Do +page f of 5 COOS nongsB3SJ8TTTN f` N0I,LV'I(1SNI AN0100 LTT969S8OS %VA T9:9T 90OZ/TT/ZT GNo Name-Title Signature Date PI*Ct Title:MINer-StarbUCk COnabUCtlOn Data filename:Unudw.rdc o Report dater 12N1JOa Page 2 of S 600 3j3ng18l9J8ITTM f NOLLd'If1SNI AN0'T03 LTIM9909 %Vl TS:gT SOOZ/TT/ZT REScheck Software Version 4.2.0 Inspection Checklist Callings: O Ceiling 1:Flat Calling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: ❑Wall 2:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: 0 Wall 3:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: O Wall 4:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: VVIndows: ❑Window 1:Wood Fmrr*:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: Vanes—Frame Type Thermal Break?_Yes_No Comments: ❑Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: Vanes_Frame Type Thermal Break?_Yes_No Comments: ❑ Window 3:Wood Frama:Double Pane with Low-E,U-factor•0.350 For windows without labeled U-factors,describe features: #Panes:.Frame Type Therml,Break?_Yes No Comments; ❑Window 4:Wood FrameMouble Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: Vanes_Frame Type Thermal Break?,Yes `No Comments; Note:Up to 15 sq.R.of glazed fenestration per dwelling Is exempt from U-factor and SHGC requirements. Doors: O Door 1:Solid,L146ctoe 0.350 Comments: ❑ Door 2:Glass,U-factor.0.350 Comments: Floors: 0 Floor 1:All-Wood Joistl?russ:Cwer Unconditioned Space,R-30.0 cavity insulatlon` Comments: Floor Insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: Project Title:Mllier-Starbuck Construction Report date: 12/11/08 Data filename;Untitled.rck Page 3 at 5 SOO@ r13ng19191J3TTTX F NOI,LV'fIISNI AN0100 LTT9b9S909 %VA 19:9T 90OUTT/31 ❑ Furnace 1:Forced Hot Air.89 AFUE or higher Make and Model Number: Air Leakage: O Joints,penstretions,and an other such openings in the building envelope that are sources of air leakage tfre sealed. Q Recessed lights are either 1)Type IC rated with enclosures seekxYgesketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)Installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from Insulation. Sunrooms: I] Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U factor of 0.75.New windows and doors separating the eunroom from conditioned space most the building thermal envelope requirements. Vapor Retarder. a ` O Vapor retarder is installed on the warm-in-winter side of all ran-vented framed callings,walls,and floors;cw It has been determined that moisture or Its freezing will not damage the materials;or other approved means to avoid condensation areprovided. Comments: Materials Identification: ' Materials and equipment are identified so that oompllancs can be determined. Manufacturer manuals for all installed healing and cooling equipment and service water heating equipment have been provided, 0 Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the bundinil plans or specifications: Lj Insulation Is installed according to manufacturer's instructions,In substantial contact with the surface be[nit insulated,and in a manner that achieves the rated R-value without compressing the Insulation. Duct Insulation: Ll Ducts in unconditioned spaces or outside the building are Insulated to at least R-8. O Ducts in floor trusses above unconditioned spaces or above the outdoors are Insulated to at least R-6. Duct Construction: 0 Air handlers,flfler boxes,and duct connections to flanges of air distribution system equipment or shestmetal fittings are sealed and mechank ally fastened, 0 All)oft.seem,and connections are made substahtially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 1818. Building framing cavities are rot used as supply ducts. 0 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts." O Additional requirements for tape sealing and metal duct crimping are included by an inspection for compgs nce with the International Mechanical Code, . Temperature Controls: - Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating ardor cooling input to each zone or few is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment siting are Included by an Inspection for compliance with the International Mechanical Code, Circulatklg HotWater Systems x: 0 Circulating hot water pipes are Insulated to R-2„ , Ll Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating F"when hen the system Is not In use. ^: Heating and Cooling Piping Insulation 0 WAC piping conveying fluids above 105.degrees F or chilled fluids blow 55 degrees F are insulated to R4.` g Certificate: - .. -A pernanerd certificate is provided on or in the electrical distribution panel gating the predominant Insulak-n R-values;window Udac tors;"and efficiency of space-conditioning and water heating equipmend. NOTES TO FIELD:(Building Department Use Only) Project Title.Miner-Starbuck Construction. Report date:12/11108 Date filename:UnWed.rck Page 4 of 5 900in ei3ng183SJ31TTH t NOLLV'I[ISNI AN01I03 LTT9b99809 %VA TS:9T 800Z/TT/ZT a Project Title:Wer-Starbuck Constructlon Report date:12J11108 Data filename:Undtled.mk Page 5 of 5 LOO 1longael9l8TTTW f NOLLV'IfISNI ANOITOO LTT9699909 %Vi ZS:91 900Z/TT/ZT i 14 20061ECC Energy N/I Efficiency Certificate QW9/Roof 30.00 Wall 15.00 Floor I Foundation 30.00 Ductwork{unconditioned epacesY: Window 0.35 Om poor 0.35 0.50 Heating& i Cooling - Forced Hot Air Furnace 8S AFUE Water Heater i Name: Date: Comments: . t i L 9001n H3ngjvlSJOTTTW f NOLLV'IIISNI AN0100 ' LTIMS909 XV3 ZS:9T 800Z/TT/ZT EXISTING EXISTING , 0 v v m E d ti a Z E 0 Barnstable Bldg. Dept. � E Lu Approved by: ,/�., o r SQUARE UP EXI5TING ANGLED WALLSIII I 5-ACW2058 CTR. FIXED LL TEMP. J a W W r Y C 0 Q J � J T0 CO L 0 m FW O60 FIRST FLOOR (EXISTING) FWGDIII050-4 FWGDIIIOI00-4 PROP. 5-I8" DEEP 2-65 x2 SO - IB" DEEP PLANTING BED - STEPS (4-RISERS) III I EXISTING PATIO POOL�ECK j E. o a - OPTIONAL - __• I � � � REAR ELEVATION ---- — -- — --=-- G] o GRADE BEHIND __a SLOPES TOWARDS- I EAST 0 3 e HOUSE - - - REAR ELEVATION c� 2 E u r • Q EXISTING Z `/) rW, Q v cr _ W Q Z cr Q ILL!0 W. J 0 >— US . 0 a w 0 J v UJ �' � W > N 0 LMLJ d W I U Z C IxS/&CORNER BOARDS O r - MATCH W/EXISTING > T Ix WINDOW TRIM l w W MATCH w/EXISTIN I W 70 ry w p 2" SILL DH26 W m x (n Lp PROPOSED I RAILIN G 5 �t CA - FIRST_FLOOR EXISTING) _ _ _ _ — I SCALE 1/8"=1'-0" COMPOSITE DECKING it AND RAILING EXISTING PATIO PROP. 3-I5" DEEP -----= �"-�- —_� STEPS SHEET _ SQUARE UP EXISTING J ANGLED WALLS J /I NORTH A .1 OF 4 LEFT ELEVATION PROJECT: DATE THESE PLANS ARE IN COMPLIANCE WITH THE 120 MPH WIND ZONE 19-330 617/19 REQUIREMENT FOR 780 CMR 9M EDITION MA.STATE BUILDING CODE t 0 E v` m ti a Z E O 0 LU E IL � M r EXISTING II II PATIO I '^ =1——— LLI LLI PROP. 3-18° DEEP \`� Sal• J 0 STEPS(4-RI5ERS) IB° DEEP PLANTING BED�. MOVE t. \ `�.� j W 0 RE-USE -__ n III EXIST. LU DOOR O SQUARE UP EXISTING ANGLED WALLS PROPOSED , MOVE E ^ -' • - j RAILING EXIST USE DO ' PROPOSED _ DECK FWGDII10100-4 DOOR_ o OPTIONAL-FWGDIIIOBO-4 -1f w/2-68'x24° TRANSOMS - o ABOVE * T_8° ILJ Nr CENTER DOOR ./RIDGE JI ILJ W N LJ E � ill A.3 ii y 3 " E_ 5'_4° T $ ----- ® ®B DEMO PLAN U r -- FWGD606 5 CENTER _ ___ I _____ I 3-ACW2050 DOOR IN CT R. FIXED Q O WALL TEMP. SCALE:1/S°=1'-0° EXISTING-I FAMILY ROOM i EXISTING DINING ROOM Rt EXISTING _ \� j /' I Z 5'-2 O MASTER cl BEDROOM I OPTIONAL ABOVE: w �� I I REMOVE HALF,. - Y O i ` I ' WALL AT 2nd U . BUILT-IN "/ FLOOR LOFT AREA PROPOSED PROPOSED CABINET. `�\ !Vl//' I AND ADD RAILING - _ - Q Z j WALLS -WALLS W - - p � W F EXISTING _IOL W ADH2648 MASTER - - ADH264B - -- - -- - 2PROPOSED 12�O ,J O BEDROOM LINEN 6' 2^ L INEN BATH n Uj J 2668 _w W EXISTING ' N --'- ADD - EXISTING O t.l..l se MUD R 5' � ° I I er z66B TO /LAUNbR'( SECOND FLOOR a m o I I I _o c BASEMENT EXISTING EXISTING LAUNDRY ROOM a -___ BUILT-IN __ _ ---- KITCHEN ____ CABINET 6-O ____ _ GARAGE wLINENrAR ZMOVE t 1 J + 4'-e" EXI USE _ NOTE. 4'-6° E EXI O °� - Q_ ST. CUT OUT EXISTING IXIST. DOOR FLOOR JOISTS 34° 's DOOR FOR CURBLE55 / >> 1 �+ HALF SHOWER*SUPPORT .WALL w FOISTS CURBLE55 /WALL BELOW IN >i SHOWER B/WAASEMENT CURBLE55 O LL SHOWER �m �. LL MASTER BATH I RENOVATED B ~ NOTE. OPTIONAL a 'n 4B' VANITY - 48° VANITY FLIP EXISTING REM OVE HALF w - 36° H. 36, W. O' I I POWDER ROOM WALL AT STAIRS LU I FIXTURES AND 6 AT TOP OF LU O BENCH O - I.I DOOR STAIRS AND ADD - ° LL II EXISTING RAILING ___________ OPTIONAL I. OYE General Notes MASTER BATH WALL KEY Andersen Aseries w ndows/sliding glass C 0 1 2 4 8 EXISTING - doors shown or provide similar. ENTRY TOTAL PROPOSED 0 EXISTING WALLS exterior walls to be 2x6.16"o.c. SHEET 11q SQ. FT. C==--7 WALLS TO BE REMOVED unless otherwise noted. © ® interior walls to be 16"o.c. PROPOSED WALLS /� unless otherwise noted. /"'�d. ,2 OF �••/�f verify all window and door rough openings PROJECT: DATE: ril prior to ordering. THESE PLANS ARE IN COMPLIANCE WITH THE 120 MPH WIND ZONE REQUIREMENT FOR 780 CMR M EDITION MA.STATE BUILDING CODE 19-330 6!7/19 DECKING A o ;''r♦ A.3 2°18" OR 2"110" P.T. DECK JOISTS 16" O.0 4,_On 7,_Sn 7,_6n 7i_SnI-%-,�Ir 'I m �___ ___ __________ I I v i� 2-2x12 P.T. HEADER 10" DIAMETER iv - fA m i __ SONOTUBE wBF28 _== _ = ___ __________ FLU b"xb" P.T. �� ___ THROUGH-BOLTS O_i FOOTING TYP. I I I 1 E POSTS TYP. ��� __ 2-2'Vo" P.T. HEADER /WASHER5 i I i ________ �- --- /Yi° DIA. THRU-BOLTS o BEAM MUST BEAR I WHITE CEDAR SHINGLES ( E w FULLY ON NOTCHED � - ` POST _ = ® ® ®I \ / \ I MIN. 6"x6" P.T. P05T r+ TYVEK HOUSE WRAP w rn �/�� �� �� �I'1- x SKIRT BD. � / I I-PLY 3x BEAM J4" O Q n CDX PLYWOOD OR ! 1 - 2-PLY 2x BEAM 2x10 P.T. LEDGER III b"X6" P.T. P05T w/2)%6 DIA. II SIDE VIEW FRONT VIEW SPLICED BEAM 2"xb° FRAMING Ib° O.C. ik \LIL LAG BOLTS 16"O.C. 2-I `t'q°x9 Ya° LVL II HEADER - - 'SIMPSON ABU66 TYP, NOTCHED POST R-21 FIBERGLASS INSULATION I I I III 2-1 %xq Y4° LVL CANTILEVERED HEADER SCALE 1 Y2"=V-0" III 'I 46° DIA. ANCHOR BOLT _ 6 mil. POLY VAPOR BARRIER :o III — ——————— — 2-1 !Y4"xq Y4" LVL II ANC- (^ m V HEADER 1_-� Y," GYPSUM WALL BOARD IJ I r III 10 I I I III LLI W I I III . I I 10" DIA. SONOTUBE SIMPSON BC6 Q Q00 I I I III J � d 0 3-PLY 2x BEAM •p• BEAM 3-PLY 2x n LU O ' SIMPSON BC6 •O. �_ BF-28 BIGFOOT FOOTING MIN. 611x0" P.T. P05T -MIN. 6"x6" P.T. POST m EXISTING ALTERNATE w/3 PLY BEAM BASEMENT I SCALE 1 Y2"=V-0" v E POST FOOTING DETAIL 2 TYPICAL WALL " Q EXISTING _ v E Y2 SCALE 1 "=V-0" SCALE 1 Yz'-1'-0" 3 I � I CRAWL SPACE NAILING SCHEDULE E ` I 1 - JOINT DESCRIPTION NUMBER OF NUMBEROF NAIL SPACING p oD i6 COMMON NAILS BOX NAILS v I I ROOF FRAMING Lrn.�o „ - BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END - RIM BOARD TO RAFTER(END NAILED 2-t6d 3-16d EACH END C 1 WALL FRAMING . O 2x4 WALL TO. -SUPPO T NOTCHED TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS p - FLOORR JOISTS I I - I I STUD TO STUD(FACE NAILED) 16d 16d 24"O.C. Y uJ OQ HEADER TO HEADER(FACE NAILED) t6d 16d 24"O.C.ALONG EDGES ABOVE. PROVIDE 16"xB I I - - p U Q CONCRETE FOOTING I FLOOR FRAMING w Q•Z w BELOW WALL m (D U) w � _ L J EXISTING-ROOF - JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST d ~ FRAMING BLOCKING TO JOIST(TOE NAILED) 2-8d 2-1 Od EACH END O W H t 4'-6" I BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK d J Lzi LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST W JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1 Od PER JOIST U w N EXISTING BAND JOIST TO JOIST(END NAILED) 3-i6d 4-16d PER JOIST I I FRAMING BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d PER FOOT O0 LLI ROOF SHEATHING a m EXISTING WOOD STRUCTURAL PANELS oe MASTER 3-2x12 HEADER RAFTERS OR TRUSSES SPACED UP TO 16"O.C. 8d 10d 6"EDGE/6"FIELD Z O BEDROOM COMPOSITE DECKING RAFTERS OR TRUSSES SPACED OVER 16"O.C. 8d 10d 4"EDGE/6"FIELD Q 2xIO/2 P.T. LEDGER - GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d 10d 6"EDGE/6"FIELD a (� LAG) O% DIA. 2-202 P.T. HEADER FIRST FLOORKERS _ _ _ _ _ _ _ LAG BOLTS 16°'O.C. FLUSH OUTGABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL 8d 10d 6"EDGE/6"FIELD w EJCISTING� EX15TING FLOOR GABLE ENOW Z U) FRAMING GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD Q P.T. 2x 10 DECK JOISTS PROP. 3-IB° DEEP " 16" O.C. STEPS (4-RI5ER5) CEILING SHEATHING Q Z 6"x6° P.T. GYPSUM WALLBOARD 5d COOLERS - 7"EDGE/10"FIELD 0 o POSTS TYP. EXISTING FOUNDATION PLAN BASEMENT Q 10" DIAMETER WALL SHEATHING � - 50NOTUBE w/BF213 - W m EXISTING FOOTING TYP. WOOD STRUCTURAL PANEL FOUNDATION LU LL WALL STUDS SPACED UP TO 24"O.C. 8d 10d 3"EDGE/12"FIELD 06 ,dkBASEMENT SLAB iETINGT Y2"AND 2%2"FIBERBOARD PANELS 8d - 3"EDGE/6"FIELD Yz"GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD A.3 1 FLOOR SHEATHING WOOD STRUCTURAL PANELS 0 1 2 4 8 1"OR LESS 8d 10d 6"EDGE/12"FIELD GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD SHEET SECTION A A .3 C F 4 PROJECT: DATE: THESE PLANS ARE IN COMPLIANCE WITH THE 120 MPH WIND ZONE 19-330 6!7/19 REQUIREMENT FOR 780 CMR 9th EDITION MA.STATE BUILDING CODE t C O V 'O W E d A A Z E A.3 A.3 0 in > W-O" T_5" T_6" 7'_6° O LU E 2 P.T. HEADER LU m -__ ___ __________ FLUSH H 6"x6"P.T. ¢ M i d POSTS TYP. -ITv (� r i / ���� III O.C. AT ANGLES _ 72x10 DECK JOISTS 16° O.C. TO SQUARE UP / I FLOOR AREA 11� 11 1 2-I >✓q°z9 Y; LVL HEADER 3-I °✓q°xll Yq° LVL J 1C II 2xl P. I DGE II A. CANTILEVERED - HEADER W r II LAG BOLTS 16"O.C. it,6 I I IIIj IIIIIIIIIIIIII ____ " _ - _ Q J Co _ _________ _____ __________ o.M M �EL' 0S TUD K_____ 2-I94°x9Yq" LVL 12 HEADER TxTYP. UJ -_---__-_- ___ __ 2 HEADERHEADER - f f— _______ __ __ ------___ m ____ ___ ______________________ _____ -------------------- I ___ -_K __I_- _ _- _ __-__ __ _ _ -___�-_________ ___ ____ _ ____ ____ _ _ ____ _-_ ------ _ __ ___ ____ ________ D' _ _- . I I I I I I I I I _______,8 -}_ 8 - •. '-� °I I I I I I I I ++• u-1 � E ----------_-------------_______ _ --_________ _ ____ _�_ - Z ____Z _______ I�' j I. I - - $.,.) '-0 a�iQ 8 s __________________ ___ _ __ Ir _______ �_________- I _________ E ------------------ ---- '0---------- -------- � I I I I I I -I I I I I� � � /I r II I I I I I I I V/J v 3 P ; ------------- ----- - --- i - I I I I I I I I. I I I I 1 I I I I I I I I �• �r.I O s - ------- - - ---- --------- --------------------------- ----7 O `E ----------- Be ----- _ I I 1 1 1 I 1 1 I ❑ V N ` ----------------- �_ ______ N IXISTING ROOF FRAMING TO REMAIN I 'H _________ p F Q Ln 4----------------.,O ___ _____.__- O ^ _ --- ---- ---- 8 ---fi--_------------- - -----�--------8 - ---- a __ _ _ __ _____ ? _____ i y i i i y 1 1___L_.L�-1 1 y 1 i 1 1_L_1 I �J ____ _____ _____ O ___,� _ N �__-_ ___O _ _ _ _ _ Z ____ -_-_ ____ ___x _ - __ ------- _ _ ____ - --- 1, '- I I Q SISTER 2x6 JOISTS __-_ -.-___ -___ ___ _______ __-71 II- ___ ___ ___ .. - - O ___ �� TO EXISTING I II II_ N - EXISTING ROOF FRAMING TO REMAIN 0 U NOTCHED JOISTS - - _- ___ ___�-___ _ ___II II ____-�. __- _ _ ____ _ .. LU z W _ _ _�I I- ____ ____ - I U H .. NOTE. + II _ ____ _ - // w CUT OUT EXISTING I�/// - FLOOR JOISTS t4° _____________� r _____�_________ _ _____ O LLI FOR CURELESS -/ � \ ! a nJ/ (A � o SHOWER 6 SUPPORT _ _____ _________ ___-{� _____ ________ _ I / I \ I UJ w ~ U FLOOR JOISTS _ w 1.L rai w/WALL BELOW IN _______ _________ ___-v_____________ _____I--------- __---_-_ BASEMENT � 7I l"L> > __________________ ___ _____________ r _____ O _________ ________ Of N w a. __ ___x_____________J_______L _____�_________ --- L JJ ----- ---------- - 1 IILL ------------------- --- ---------------------- -----, --------- -------- I I O ----------------------- --------------------------- ------------------- 2ROW5 OF 2-PLY BEAM 16d NAILS 1 T'O.C. 3 Yx"WIDE L._.—.—.—._._._ —.—.—._J Q I /06 a _.—._._. ._._._._ LL 00 Z S2 ROWS OF OK 3-PLY BEAM - ILLQ TRUSS FASTENERS 12"O.C. 5&WIDE I LU= 07 LL N MULTIPLE LVL BEAM CONNECTION SCALE:1"=V FIRST FLOOR FRAMING ROOF FRAMING NOTE- ENGINEERED LUMBER QUANTITY 6 SIZES TO BE CALCULATED BY LUMBER CO. SIZES SHOWN ARE FOR MAX.HGT. ALLOWED IF LARGER SIZE 15 NEEDED SHEET PLEASE VERIFY w/CONTRACTOR S .1 OF 4 . PROJECT: DATE: THESE PLANS ARE IN COMPLIANCE WITH THE 120 MPH WIND ZONE 19-330 6/7/19 REQUIREMENT FOR 780 CMR 9th EDITION MA.STATE BUILDING CODE I _J; Ej T� 1 ; sr I D E S I G N ENGINEERING . & SURVEYING WWW.bssdesi9 n.com BSS Design, Incorporated B I'P 164 Katharine Lee Bates Rd Falmouth Massachusetts 02540 508.540.8805 FAX 608.648.8313 LOT 10 2 4 Z L0 (n 155L0o N 1 PUMPS Lv Q _ U v, V Z cl� WIMMING. 0 O POOL LLJ I (n U) � Q 19 ' 7.9 GAS ME — O FE Ld W EXISTING n PATIO J iJJ HW . SEPTIC SYSTEM o ` ' ` Lj 00 PER _ INSTALLERS - ORC" HOUSE CARDS ` ``` 159.5' (j 0O 3 Z o ' ELECTRIC 168.6 •32 N m LOT 9 PAVED i p DRIVEWAY PRG�OSE �, g SHLD60, 439 SF Aa� Gw _ �-- VO U o (1 . 39 ACRES) ' p •�„ a `'$ W o --►� N 1 g 29 , LOT 8 LL � , 1� scale 30 date 5 OCT 20, 2013 62 �2 cn drawn TJB checked 89,T job number XIS„ N OTES: 13014 HOUSE #218 1. LOCUS IDENTIFICATION: revisions i HOUSE No. 234 LITTLE RIVER ROAD c�o� .; ASSESSORS No. 54 006 005 LOT 9 PB 485 PG 61 Tv/"o� r 2. LOCUS IS WITHIN: JACKSON ZONING DISTRICT; RF FLOOD ZONE: C °`moo BUILDING CODE WIND EXPOSURE CATEGORY: B ' AQUIFER PROTECTION OVERLAY DISTRICT LEGEND ���� � �.I � . , C ` NATURAL HERITAGE PRIORITY HABITAT PH401 (PARTIALLY) 3. LOCUS IS KI WITHIN: PROPERTY LINE WIND—BORNE DEBRIS REGION FENCE ZONE II OF A PUBLIC WATER SUPPLY - 4. LOT COVERAGE BY STRUCTURES: EXISTING: 1,482 SF, 2.45% EXISTING STRUCTURES 0 PROPOSED: 2,358 SF, 3.90% 9 � SWIMMING POOL: 611 SF 1.01 0 �0 60 90 5. SEPTIC SYSTEM WAS DRAWN AS OUR INTERPRETATION OF PROPOSED STRUCTU ES AS-BUILT SKETCH BY INSTALLER. drawing number B21 =36