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Home My WebLink About0160 PEPPERCORN LANE a r 1 Al I 5 t �fip-- a �a � � i �� 7102 ORTANT MESSAGE FOR � G 3 A.M. DATE i b TIME lf,i0 P.M. M 1 OF (� /, PHONE /a O 7-;7(a' O l 70 AREA CODE NUMBER EXTENSION ❑ FAX ❑ MOBILE AREA CODE NUMBER TIME TO CALL TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION MESSAGE tt- �` 9 (ai: -ECypPrcoy n C�'Lr� �Dne SIGNED ■o FORM 30025 MARE IN U.S.A. t LlMassachusetts Department of Environmental Protection Provided by MassDEP; Bureau of Resource Protection-Wetlands MassDEP File#:003-5112 WPA Form 5- Order of Conditions eDEP Transaction#:593712 Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 City/fown:BARNSTABLE G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property.In the case of recorded land,the Final Order shall also be noted in the Registry s Grantor Index under the name of the owner of the land subject to the Order.In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shall be submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. .................................................................... ....................................................... ......... To: ............:......:................................... BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: 160 PEPPERCORN LANE 003-5112 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: Coanh' Book Page for. Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date Dig=e 1 9 2 36 P 411 1 2-04r-2013 v m�8 If recorded land,the instrument number identifying this transaction is: L?ARNSTABLE LAND COURT REGISTRY Instrument Number If registered land,the document number identifying this transaction is: Document Number t ((� `� y ;j 2013 f:� Signature of Applicant ! Rev.annmo i 4rINSIABLE WNS" °Page�gf 9*ELECTRONIC COPY L , Massachusetts Department of Environmental Protection Provided byMassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5112 r` WPA Form 5 -Order of Conditions eDEP Transaction#a93712 i City/Town:BARNSTABLE Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 A. General Information 1.Conservation Commission BARNSTABLE 2.Issuance a. C OOC b.C Amended OOC 3.Applicant Details', r a First Name TID b.Last Name KOMENDA c.Organization DUNHILL COMPANIES LTD d.Mailing Address 776 MAIN STREET e.City/Town OSTERVILLE f.State MA g.Zip Code 02665 4.Property Owner a First Name b.Last Name c.Organization 40 CROSSWAY LLC d.Mailing Address 74 CLARENDON STREET,SUITE A e.City/Town BOSTON f State MA g.Zip Code 02116 5.Project Location a.Street Address 160 PEPPERCORN LANE b.City/Town BARNSTABLE c.Zip Code 02635 d.Assessors Map/Plat#004 e.Parcel/Lot# O i l £Latitude 41.59487N g.Longitude 70.45318W 6.Property recorded at the Registry of Deed for:: ti a.County b.Certificate c.Book d.Page C.193463, 16194-0 LOT 35; BARNSTABLE 16194-L LOT 22, 16194-M LOT 26, 11542-5 LOT 53 7.Dates.. a Date NOI Filed: 8/5/2013 b.Date Public Hearing Closed: 8/20/2013 c.Date Of Issuance: 9/10/2013 $'.Final Approved Plans and Other.Documents a.Plan Title: b.Plan Prepared by: c.Plan Signed/Stamped by: d.Revised Final Date: e.Scale: SITE PLAN BSC GROUP CRAIG A.FIELD,P.E. 7/31/2013 1"=30' B. Findings 1.Findings pursuant to the Massachusetts Wetlands Protection Act Page 1 of 9*ELECTRONIC COPY LlMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5112 WPA Form 5 - Order of Conditions eDEP Transaction#:593712 Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 City/I'own:BARNSTABLE Following the review of the the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act Check all that apply: 9 a. r, Public Water Supply b. r Land Containing Shellfish c.r Prevention of Pollution d. r Private Water Supply e. El Fisheries f. R Protection of Wildlife Habitat = g. 0 Ground Water Supply h. Ll Storm Damage Prevention m E Flood Control 2.Commission hereby finds tiie project,as proposed,is: Approved subject to: a. F-ii The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: , b.r7 The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act,and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c.F The information submitted by the applicant is not sufficient to describe the site,the work or the effect of the work on the interests identified in the Wetlands Protection Act Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the interests of the Act,and a final Order of Conditions is issued A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3 El Buffer Zone Impacts:Shortest distance between limit of project disturbance and the wetland resource area specified in 310CMR10.02(1)(a). a.linear feet i Inland Resource Area Impacts:(For Approvals Only). Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑Bank a linear feet b.linear feet c.linear feet d.linear feet 5.❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑Land under Waterbodies and Waterways a'square feet b.square feet " c:square feet d.square feet e.ciy dredged f.ciy dredged 7.U.Bordering Land Subject to Flooding a square feet b.square feet c.square feet d.square feet Page 2 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided byMassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5112 WPA Form 5 -Order of Conditions eDEP Transaction#:593712 Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 City/Town:BARNSTABLE Cubic Feet Flood Storage e.-cubic feet f.cubic feet g.cubic feet h.cubic feet 8.G Isolated Land Subject to Flooding: b..s uare a square feet feet q.... Cubic Feet Flood Storage - c.cubic feet d:cubic:feet: e.,cubic feet f.'cubic feet 9.CG Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft , g.square feet h.square feet i.square feet j.square feet Coastal Resource Area Impacts: Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10.r Designated Port Areas Indicate size.under Land Under the Ocean,below 11.17.1 Land Under the Ocean a.square feet b.square feet c.c/y dredged d.c/y dredged 12.r Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13.0 Coastal Beaches a.square feet b.square feet c.c/y nourishment d.c/y nourishment 14.r Coastal Dunes -. a::square feet:b.square feet c c/y nourishment d.c/y nourishment 15.0 Coastal Banks a.linear feet b.linear feet 16.f._i Rocky Intertidal Shores a.square feet b.square feet 17.G Salt Marshes a square feet b.square feet c.square feet d.square feet 18.F Land Under Salt Ponds a.square feet b.square feet c.c/y dredged d.c/y dredged 19.1-Land Containing Shellfish a square feet b.square feet c.square feet d square feet q q q q Page 3 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection providedEP File :003-5 Mas MassDEP File#:003-5112 Wetlands eDEP Transaction#:593712 Bureau of Reso urce Protection- STABLE WPA Form 5- Order of Conditions City/Town:BARN Massachusetts Wetlands Protection Act M.G.L.a 131,§40 Indicate size under Coastal Banks,inland B. Land Under the Ocean,and/or inland Land Under Water>iodies and Waterways, 20.t 1 Fish Runs above c a d d.c/—y dr 7113 7113� 21.0,Land Subject to Coastal Storm Flowage a.square feet b.square feet 22. 0 Restoration/Enhancement(For Approvals Only)band resource area in addition to the square footage that has been If the project is for thepurpose of restoring or enhancing entered in Section B.S.c&d or B.17.c&d above,please entered the additional amount here. b.square feet of Salt Marsh a.square feet of BVW 23. _ r.7 Streams Crossing(s) the project involves Stream Crossings,please enter the number of new stream crossingsInurnber of replacement stream crossings- If ] If sings b.number of replacement stream crossings a number of new stream cros General Conditions Under Massachuse� Wetlands Protection Act setts C. conditions are only applicable to Approved projects asures,shall be deemed Failure to comply with all conditions stated herein,and with all related statutes and other regulatory me The following 1. P this Order. cause to revoke or modify to nvate property or 2. The order does not grant any Propel'rights or any exclusive privileges;it does not authorize any jury P invasion of private rights. other person of the necessity of complying with all other applicable federal, 3• This Order does not relieve the permittee or any ations state,or local statutes,ordinances,bylaws,or regal ears from the date of this order unless either of the following 4. The work authorized hereunder shall be completed within three y apply project as provided for in the Act;or a.the work is a maintenance dredging P j p specified date more than three years,but less than five b.the time for completion has been extended to aspyears,the to be valid for more dm three years,from the date of issuance.If order warren warranting the extended time period are set forth as a extension date and the special cur special condition in this Order• periods of up to three years each upon application to the 5. This order may be extended by the issuing aexpirit expiration date of the e or c order. issuing authority at least 30 days prior to the exp this Amended order of Conditions does not exceed the issuance 6. If this Order constitutes an Amended Order of Conditions, date of the original Final Omer of Conditions. fill shall contain no trash,refuse,rubbish,or debris,including 7 Any fill used in connection with this project shall be clean fill.Any but not limited to lumber,backs,plaster,wire,lath,Paper,cardboard,pipe,tires,ashes,refrigerators,motor vehicles,or parts o any of the foregoing. e a periods from this order have elapsed,or if such an appeal has been taken, g. This Order is not final until all�strativ Department have been completed. gi of Deeds or the Land until all proceedings before the 9. No work shall be undertaken until the Order has become final and then has been re cted the case of recorded land, corded in the Re Court for the district in which the land is located,within the clam of title of the affe properl y.In Page 4 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5112 WPA Form 5- Order of Conditions eDEP Transaction#:593712 Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 City/Town:BARNSTABLE the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done.In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work.. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or'MassDEP"] File Number:"003-5112" 11. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before Mass DER 12. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland,the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project")is(1) ❑ is not(2)rl subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards,then the project is subject to the following conditions; a) All work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Construction General Permii as required by Stormwater Standard 8.Construction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that i.all construction period BMPs have been removed or will be removed by a date certain specified in the Certification.For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation,recharge,and/or treatment,the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures;ii..as-built final construction BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized;iii any illicit discharges to the stomiwater management system have been removed,as per the requirements of Stormwater Page 5 of 9*ELECTRONIC COPY r ' • l Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5112 WPA Form 5 - Order of Conditions eDEP Transaction#:593712 f 1 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 Cnty/Town:BARNSTABLE L11 Standard 10;iv.all post-construction stormwater BMPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that they are not damaged and that they are in proper working condition;v.any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance.Prior to requesting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible party(defined in General Condition 19(e))stall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement")for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan("O&M Plan")and certifying the following:i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement,assumes responsibility for maintaining each BMP.To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a pemuttee for purposes of implementing the requirements of Conditions 19(f)through 19(k)with respect to that BMP.Any failure of the proposed responsible party to implement the requirements of Conditions 19(f)through 19(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance.In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs.A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. fl The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. g) The responsible party shall: 1.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance and/or replacement of the stormwater management system or any part thereof,and disposal(for disposal the log shall indicate the type of material and the disposal location); 2.Make the maintenance log available to MassDEP and the Conservation Commission("Commission")upon request;and 3.Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited J) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook,Volume 3,Chapter 1,Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. i) Access for maintenance,repair,and/or replacement of BMPs shall not be withheld.Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions: Page 6 of 9 *ELECTRONIC COPY SE3-5112 Name: Ted Komenda/Dunhill Companies,LTD Approved Plan= July 31,2013 Site Plan by Craig A.Field,P.E. Special Conditions of Approval I. Preface Caution: Failure to comply with all Conditions of this Order of Conditions may have serious consequences. The consequence may include: issuance of a Stop Work Order; fines; requirement to remove un-permitted structures; requirement to re-landscape to original condition; inability to obtain a Certificate of Compliance, and more. The General Conditions of this Order begin on Page 5 and continue through Page S. The Special Conditions contained herein and all Conditions require your compliance. H. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition Number 9(recording requirement)shall be complied with. 2. A total mitigation planting requirement of 2,605 square feet has been determined. As the parcel was found to be"mitigation constrained"under the Buffer Zone Regulation,the required in-lieu fee of$9,117.50,is due and payable within one month of receipt of this Order. 3. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. 4. General Condition Number 10(sign requirement)shall be complied with. 5. The Conservation Commission shall receive written notice one(1)week in advance of the start of work. 6. The work-limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 7.1 u Massachusetts Department of Environmental Protection Provided byMassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5112 WPA Form 5 - Order of Conditions eDEP Transaction#:593712City/Town:BARNSTABLE Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable?E Yes ❑ No 2. The Conservation Commission hereby(check one that applies): a. C DENIES the proposed work which cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specificallY 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,and a final Order or Conditions is issued.Which are necessary to comply with a municipal ordinance or bylaw: b. r APPROVES the proposed work,subject to the following additional conditions. 1.Municipal Ordinance or Bylaw 'TOWN OFBARNSTABLE 2.Citation 237-1-237-14 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows: SEE PAGES 7.1,7.2,AND 7.3 Page 7 of 9*ELECTRONIC COPY 7. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work-limit line. Effective sediment controls shall remain until the site is stabilized with vegetation,then they shall be removed. M. The following additional Conditions shall govern the project once work begins. Note, especially,Special Condition Number 14,requiring verification of the locations of the foundation and strawbale line. 8. General Conditions,Numbers 14 and 15(changes in plan)shall be complied with. 9. General Condition Number 18(maintaining sediment controls)shall be complied with. 10. The work limit shown on the approved plan shall be strictly observed. 11. There shall be no disturbance of the site,including cutting of vegetation,below(on the wetlands side of)the work limit. This condition shall continue over time. 12. The Conservation Commission,its employees and its agents shall have a right of entry to inspect for compliance the provisions of this Order of Conditions. 13. Unless extended,this permit is valid for three years from the date of issuance. 14. Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by plan to the Commission the correct location of the foundation and work-limit line,and note any discrepancies from the approved plan. If verification is in the form of an"as-built"plan,the plan provided shall be drawn at the same scale as the approved plan. 15. Any fill used for this project shall be clean fill. Fill shall contain no trash,refuse,rubbish,or debris. 16. Construction shall conform to the requirements of the State Building Code and the Town of Barnstable Zoning By-Law Flood Area Provisions for construction within the coastal floodplain. Work shall ensue only after consultation with the Building Commissioner. 17. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof-runoff. 18. The driveway shall be constructed of pervious material(gravel or shell),or alternate,as approved by the Conservation Commission. 19. Pool and spa shall be disinfected by ozone injection or alternate method,as approved by the Conservation Commission. Drawdown water shall be sent to an appropriately sized leaching basin. Upon installation,a letter shall be submitted by the installer verifying that disinfection and leaching basin requirements have been met.The location and capacity of the basin shall be verified and the means by which drawdown will be directed to the basin shall be described. 7.2 LL 20. During construction,no area shall be left un-mulched or un-vegetated for more than thirty(30)days. All areas disturbed during construction shall be re-vegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to re-vegetate disturbed areas at the conclusion of work. 21. All proposed lawn areas shall be underlain with a minimum of six(6)inches of loam. 22. 310 CMR 10.30(3)of the Wetlands Regulations promulgated under MGL c. 131 §40,requires that no coastal engineering structure,such as a bulkhead,revetment or seawall,shall be permitted on an eroding coastal bank at any time in the future. 23. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer must be used,only slow-release low-nitrogen(with 30-50%water insoluble nitrogen or`W.I.N') and low-phosphorus fertilizers shall be applied. Over-fertilizing shall be avoided (not-to-exceed limit= 1 pound of nitrogen per 1,000 sq. ft. of lawn per application). No fertilizer shall be spread on hard surfaces such as driveways and sidewalks. 24. Work limit markers(wood stakes)shall remain in place until a Certificate of Compliance is issued for this project. IV. After all work is completed,the following condition must be promptly met: 25. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned alone with the request for a Certificate of Compliance and appropriate fee. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional shall be submitted,certifying substantial compliance with the plans,setting forth what deviation(s),if any,exists with the record plans approved in the Order. This statement shall accompany the request for a Certificate of Compliance and fee,along with an updated sequence of color photographs of the undisturbed buffer zone. 73 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands SE3-5112 LLI WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Barnstable City/Town E. Signatures Important: This Order is valid for three years, unless otherwise specified as a special SEP 10 2013 When filling out condition pursuant to General Conditions#4,from the date of issuance. 1.Date of ssuance forms on the computer,use Please indicate the number of members who will sign this form. only the tab key This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers to move your cursor-do not The Order must be mailed by certified mail (return receipt requested)or hand delivered to use the return the applicant.A copy must be mailed, hand delivered r I d electronically at he same key. time with the propr a MassDEP Regional Office. Signatur ❑ by hand delivery on by certified mail, return receipt requested,on SEP 10 2013 Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed .Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10:03(7) within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpa5sigs.doc• rev.02/25/2010 Page 2 of Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5112 WPA Form 5-Order of Conditions eDEP Transaction#:593712 City/Town:BARNSTABLE $ Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 E. Signatures This Order is valid for three years from the date of issuance,unless otherwise specified 9/10/2013 pursuant to General Condition#4.If this is an Amended Order of Conditions,the Amended 1.Date of Original Order Order expires on the same date as the original Order of Conditions. Please indicate the number of members who will sign this form.This Order must be signed by 6 a majority of the Conservation Commission. 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office,if not filing electronically,and the property owner,if different from applicant Signatures: SCOTT BLAZIS DENNIS R.HOULE LAURENCE MORIN FAT PIU(TOM)LEE LOUISE R.FOSTER PETER SAMPOU D by hand delivery on E-by certified mail,return receipt requested,on Date Date F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant,if he/she is not the appellant Any appellants seeldng to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing,requesting a Superseding Order,or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L.c.131,§40),and is inconsistent with the wetlands regulations(310 CMR 10.00).To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. Page 8 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5112 r WPA Form 5-Order of Conditions eDEP Transaction#:593712 Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 City/Town:BARNSTABLE G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property.In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order.In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shall be submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. .......................................................................................................................................................................................................... To: BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: 160 PEPPERCORN LANE 003-5112 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: County Book Page for. Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: Instrument Number If registered land,the document number identifying this transaction is: Document Number Signature of Applicant Rev.4i1/2010 Page 9 of 9*ELECTRONIC COPY as 1 217 Llc- lC�a �a� Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program ; X241727 Transmittal No: Chapter 91 Waterways License Application -310 cMR s.o•o Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate 40 Crossways LLC Name of Applicant 160 Peppercorn Lane Pinquickset Cove Cotuit Project street address Waterway City/Town Description of use or change in"use: Construct and maintain permanent pier with ramp and float in accordance with-attached plans as approved by the Conservation Commission. ` To be completed by municipal clerk or appropriate municipal official: "I hereby certify'that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws. Printed Name of Municipal Offici C Datel z. . nat e o Municipal O ci Title; City/Town ' CH91App.doc-Rev.6/06 Page 6 of 13 h P . 4 LOCUS LOT 22 � �. r � LC PLAN i,6194—L LOCUS M E)Q STING ifteo LOT 35 - . MH9-2.8' LC PLAN 16194-0aw PARCEL ID:, 004/010. PARCEL ID: 004/013 _ HECKSCHER, 30.0 VINEYARD NOM. COAST 1R,, RO IdTO�A 4 29TH FLOOR, GREAT ` PfB�DENCE L_ MSTEE f Ad .E C OTER - 21-05 DEV�ON RD. - 1 29. HARBOR RD., HONOG ANN ARBOR, M! 48104 KONG 50 100 � ., SCALE: 1"=100' ELEVATIONS ARE BASED ON' MLW-0:0 PLANS ACCOMPANYING PETITION OF 40 CROSSWAY, LLC TO CONSTRUCT AND MAINTAIN A PIER ON PINQUICSET COVE. COTUOT, MA. DATE: SEPIEABER 13, 20-1 SHEET 1 OF 3 P " 4 tls LOT ti LOCUS: ,~ LC PLAID 161 g4—L I w vo co DOSANG DWELLING _ �' ;�` , MLlo.o 060 . - . 1 LOT 35 MH 2. LC PLAN. 16194=0 M. PARCEL ID: 004/01 a PARCEL ID: 004/013 _ _ FECI(SCHM, t 300 VINEYARD NOM. CHRISTt3PHER TR., R NTHAL, 29TH FLCDt t, (SEAT PM L. TRUSTEE EAGLE C€N 21:05 V RD. 1 29 H R tDE i D., HtNdG n. ANN ARDOR, MI 46104 KEG Loa c. . ° 1 0 100 SCALE: 1'm1f ELEVATIONS ARE. BASED ON W44=0.0 PLANS ACCOMPANYING PETITION OF 40 CSSW�4Y, LLC TO CONSTRUCT AND MAINTAIN A PIER , ON PINQUICSET CAVE COTUIT, ILIA. . DATE: SEPTBABER 13,' 2Of1 -STET 1 .OF 3 7,1 ;L ,2 FOAT w x 207: 2co, ,2 c0 2 /ylop , PRO.IPO'M RA W 0.0 { 0.1 SALT MARSH AL .•-- h' SALT MAGI KAYAK h . �e a RACK.S idr �I 4 9. :� ram•. �"^} n. I ACCESS ST ACfi . S" ls�►--�*`'�-- - ' STA► S ' . �YO BoMDa+Aaac G 0 1 A 20 PLANS ACCOMPANYING'P�TiTiO�J Off' 40 G '0ilY, LLC TO COt�tSTRU T 1 XTWN A PER f 1 ,20VE 1 .2� ,2tK '2 FLOAT c� Ol 'PR CMtK Co. fill S. ARS- .i _'� S e�' .I' • i IvaiVDM ATK KAY % ✓ �a XAYAK aT a °RACKS: o � ACCESS ACS STARS it fN GOAMRDWALlC . �'„ 30 0 10 20 .7C20* - i _ PLANS ACCOMPAN"NG Pn noN Op., 4 a' 40 Gf 'OS 1At4Y, LLC: TO C�IS�RU7 A . �4tN A ' ' Flb �a8S \\ Orating Proposed Pier (4' x 98-) Proposed Ramp 3.5 o.c. x 1 ) c .c. 1 ' . .c. �4' o.:c. 14' .,c. 14' o.,c. 1:4' , Dacbt L— ,9 -- - - ---------- --------- --- I�;W ----------- Proposed ... Access _ Stairs Proposed Float " (5' x 20') 12 Diameter Tlmbar He (Ty�p) 4" x 4" Post: (Typ.) s Ic Driven to a Minim,um Depth of 15' or Refusal to a minimum depth of 4' 15* BEVEL (TYP) 48 " PIER do RAMP PROFILE DETAIL ,(TYP } E ��. °° " RA6L NOT TO SCALE O 2"xd« RAIL . ELM6..g 2 x6p DECKING n (14 SPACING) x4 n 2 JOISTS (4) � , ..: r�� KAYAK RAL�<. e � .� (TYP) 3 x8 ,f " AiLESS C. 6 !� , I3lA STAI STEEL SOLT (71? MLW BRACING (TYP.) 12" DIAL ( CROSS—SECTION (TYP.)) ON TO N) 'NOT TO SOME DAP' ;; OF 15 OR REFUSAL Fiberglas rx'atin9 Proposed Pier (4' x 98') Proposed Ramp 3.5' o.c. c Ile Ad x 1 ) .c. 14 ox. 14' . D 4 1 .:c. 14' o.:c. 1:4' x r ox ... _ ..._.. ......._ ._ _... _... 9 • . DIt ELF -- -- - ---------- --------- ---�---- ---------- qw Proposed ,..... LW, ,0 _ .. ........ Aacees Stake Proposed Float . ern " O (5 x 20') 12 Dian®tor Timber Pile ;�• 4" x 4" Poet, (Typ) Driven to a Minim-um Depth of 15' or Refuedl to a minimum ° depth of 4ILI '" a •15- BEVEL (TYP) PIER do RAMP PROFILE DETAIL '.(TYP.) NOT TO SCALE rx6m RAIL" 3 . a 2" " RAIL ch Ar- EL=6.2 2 x5p DECKING (V4 SPAMW G) 0 �� 2 x12" JESTS (4) z � . ; ,�; KAYAK RACK . DIA STAINLESS a TEEL � BOLT (TYP) : _ Mkt-W 2 388' CROSS - - Yx +� MLW 0.0 . ®. '� BRACING (TYP.) _>,0 12" DIAMETER CROSS'—SECTION TYP 11 y LE (-�) Th NOT TO SCALE ONTO A*MIN 15OR Li K USA o. A.M.Wilson Associates Inc. LETTER -OF TRANSMITTAL TO: Building Commissioner DATE: 2/21/12 200 Main Street FILE NO: 2.1651.01 Hyannis, MA 02601 RE: Municipal Zoning Certificate Roiff Pier 166 Peppercorn Lane, Cotuit (Our File 2.1651.01) We are sending you the following items(s): Copies Date .Description 3 Municipal Zoning Certificate and plans COMMENTS: Attached please find 3 sets of the Mass Division of Waterways Municipal Zoning Certificate and plans for the above captioned project: Please sign and return 2 copies to us. The third copy is for your file. Please do not hesitate to call us with any questions. If enclosures are not as noted, kindly notify us at once 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 REScheck Software Version 4.6.0 Compliance Certificate Project DUNHILL CO Energy Code: 2012 IECC Location: Cotuit, Massachusetts Construction Type: Single-fancily Project Type: New Construction Conditioned Floor Area: 4,330 ft2 Glazing Area 10% Climate Zone: $ (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 160 PEPPERCORN LN COTUIT, MA ,liance; 4.6%Better Than Code Maximum UA: 828 Your ILIA. 740 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. it OOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies GI ayity ... Ceiling 1: Cathedral Ceiling 5,230 38.0 0.0 0.027 141 Wall 1:Wood Frame, 16"o.c. 6,500 21.0 0.0 0.057 332 Window 1:Wood Frame:Double Pane 375 0.310 116 Door 1:Glass 303 0.2901' 88 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 4,330 38.0 0.0 0.026 113 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 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: DUNHILL CO Report date: 06/30/15 Data filename: Untitled.rck Pagel of 8 CREScheck Software Version 4.6.0 �J( Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. RgS '.ate•�.�.^:,-:.?.. a�`r.• :=�j.` '::fin,- .�.dea•r :�-=��.� 3x .;.�.,r �e...t.-�c..',R��.�1��'�R'ls: 5: .,ab - :y'.% .. i':iy „, sYN '•fin . m '.. �:, & R .IFS','�..,..`•�: ��:��s—�4,... _ __ s_,.� _ - _��. .e.. _ _ - - .> 'a�:: 'c. '"...r .,�a�,. '�:*t.;:�. _ .:_ :� �sx:2:r;�t a�:;•.�.r.: � .��....�,.y:. m,,.x-°,'ke' :°'..�w'tea: .. _ T .. .... '.r.:;'.'=:.cry*�•.^�.. a 103.1, Construction drawings and us� ` ,- - I ❑Complies 103.2 ;documentation demonstrate ❑Does Not (PR1]1 :energy code compliance for the :building envelope. rt. .. ,� �, ,. ❑Not Observable ❑Not Applicable 103.1, ;Construction drawings and ;.• . a `. : ;s�-s'r: ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance forg " 5 1 ' =w' ,; - ❑Not Observable (PR3] ;lighting and mechanical systems. .• �-w��•�1�� ' s '.Systems serving multiple _ -".", �' ❑Not Applicable wt=-- ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. f° wi ,OZ, K;'s'3Heating and cooling equipment is: Heating. ; Heating: ;❑Complies ?YaC;:<iesized per ACCA Manual S based Btu/hr ; Btu/hr ❑Does Not F `son loads calculated per ACCA w 'Manual)or other methods ; Cooling: Cooling: ;pNot Observable Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) -. Medium Impact(Tier 2) lj.�kjl Low Impact(Tier 3) Project Title: DUNHILL CO Report date: 06/30/15 Data filename: Untitled.rck Page 2 of 8 .<E ��, ¢`�,,.ra,; .�•i =6t �.i�"' A_ � z x. ay..�try�P;'�G t nir �a3n.. 1iJ'S' s`.�,3�} erg- -�J��•�� fil��iY[Ef��-z•�• e 'm«"��`�� • '4,i..39. � ��n3.�="f..--� 'n„' �� "d '!'.�� _S^ '4 . ...Y.S:'L^'•`tJ�,:-a.^.•� _'F:',-:"._'i... 'd"!ro�lt....- _ � '�=�Q�^-^"'-`§.. i d'P:ti�SJ~�� X._�'t�.: �c"�$"y1� s ,�'., 3o3,21 A protective covering is installed to -"[]Complies pro r� protect exposed exterior insulation '[]Does Not and extends a minimum of 6 in.below; T grade. ;❑Not Observable; ❑Not Applicable r if:' Snow-and ice-melting system controls;❑Complies installed, ❑Does Not ,❑Not Observable; `E- ❑Not Applicable , Additional Comments/Assumptions: L1J High Impact(Tier 1) Medium Impact(Tier 2) _w Low Impact(Tier 3) Project Title: DUNHILL CO Report date: 06/3 Data filename: 0/15 Untitled.rck Page 3 01 8 r. • W(WIN N 402.1.1. :Glazing U-factor(area-weighted U- U_ ;,C]COMplies ;See the Envelope Assemblies 402.3.1, :average). UDoes Not table for values. 402.3.3, 402.3.6, 1 'CINot Observable 402.5 C]Not Applicable [FR211 303.1.3 ;,U-factors of fenestration products OComplies [FR411 :are determined in accordance DDoes Not ;with the NFRC test procedure or :taken from the default table- 0Not Observable ONot Applicable 402.4.1.1 Air barrier and thermal barrier OComplies [FR2311 ;installed per manufacturer's ODoes Not :instructions. ONot Observable []Not Applicable 402.4.3 'Fenestration that is not site built OComplies [FR2011 is listed and labeled as meeting 0Does Not ,IAAMA/WDMA/CSA 101/i.S.2/A440 :or has infiltration rates per NFRC r_]Not Observable '400 that do not exceed code ONot Applicable limits. -rated recessed lighting fixtures M iM I C Complies M _iM5sealed at housingfinterior finish • Kboes Not and labeled to indicate sM cfm ONot Observable jpg�leakage at 7 5 Pa. ONot Applicable 403.2.1 ',Supply ducts in attics are I R- R- UComplies [FR12]1 :insulated to aR-8.All other ducts ; , R- R- :13Does Not :in unconditioned spaces or J ke :outside the building envelope are; ;__]Not Observable insulated to zR-6. C]Not Applicable 403.2.2 All joints and seams of air ducts, OComplies [FR1311 'air handlers,and filter boxes are []Does Not ,sealed. []Not Observable ONot Applicable Building cavities are not used as ElComplies ducts or plenums. DDoes Not []Not Observa ble ONot Applicable HVAC piping conveying fluids R-_ R- ;E]Complies above 105 OF or chilled fluids ;[]Does Not below 55 OF are insulated to aA- '[]Not Observable 3. CINot Applicable 403.3.1 ;Protection of insulation on HVAC OComplies [FR ;piping. : 2411L piping. []Does Not ONot Observable ONot Applicable 0 Hot wa ter pipes are insulated to R- R- :OComplies 00 1CIDoes Not Q UNot Observable , :,C]Not Applicable g 10 Automatic or ravity dampers are Ocomplies ffl installed on all outdoor air E]Does Not intakes and exhausts. ONot Observable EINot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) JJffLow Impact(Tier 3) Project Title: DUNIHILL CO Report date: 06/30/15 Data filename: Untitled.rck Page 4 of 8 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: DUNHILL CO Report date: 06/30/15 Data filename: Untitled.rck Page 5 of 8 r OWNz Q,� �' . _ ❑Complies or the installed R-values -�- �- i Does Not M i"' • provided. QNot Observable M R?`_ ❑Not Applicable 402.1.1, :Floor insulation R-value. R- ; R- ;QComplies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ❑Does Not ;table for values, [IN111 ; ❑ Steel ?❑ Steel ❑Not Observable ;❑Not Applicable ; 303.2, ;Floor insulation installed per P � -• ❑Complies 402.2.7 :manufacturer's instructions,and ❑Does Not [IN211 ;in substantial contact with the ;.underside of the subfloor. �_ ''a• ❑Not Observable ❑Not Applicable;Wall insulation R-value.If this is a; R- ; R- ;❑Complies ,Seethe Envelope Assemblies 402.2.5, :mass wall with at least 112 of the ❑ Wood ❑ Wood T❑Does Not ;table for values. 402.2.6 ;wall insulation on the watt ` [IN311 :exterior,the exterior insulation ❑ Mass El mass ;❑Not Observable requirement applies(FR10). ;❑ Steel i❑ Steel :❑Not Applicable 303.2 :Wall insulation is installed per �" �.,T L�.-�p .,..- : . - ❑Complies [IN411 manufacturer's instructions. ❑Does Not a•�nr.,.— ` _"": []Not Observable - , - ❑Not Applicable Additional Comments/Assumptions: r 1 I High Impact(Tier 1) Medium Impact(Tier 2) _x Low Impact(Tier 3) Project Title: DUNHILL CO Report date: 06/30/15 Data filename: Untitled.rck Page 6 of 8 .. :., - 7r3! ,"§'r?a' :,al..,. a:xi',y'"^,'• - 8:„3e.�u "_. � •ca _:,� 4 ..-� i:v--.` ,s«;.� •, .,�. E-R a*: .. _4= ., -•_... �..=x Ft?�«`., ,� ��. 'fir.:..rF y '•�.,,... a ..r:. a�,5° •�'`•^:a'r'`�'. s r :..<• � ir'� .�T`.�A s -1 a, 402.1.1, ;Ceiling insulation R-value. R- ; R- m;❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ,[] Wood ;❑Does Not table for values. 402.2.2, 402 2 6 ;❑ Steel Steel ;❑Not Observable ; [Fill' ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per '- Imo; r ❑Complies 303.2 manufacturer's instructions. ❑Does Not (FI211 ;Blown insulation marked every _ 1300 ft'. ❑Not Observable ❑Not Applicable ...T 2 Vented attics with air permeable -x ❑Complies .: insulation include baffle adjacent M ❑Does Not a'to soffit and eave vents that � aq _ �' of=. []Not Observable extends over insulation. ' _ •• t_❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- 1 R- ;❑Complies [F13]1 :insulation all-value of the ; ;❑Does Not ; :adjacent assembly. °❑Not Observable ❑Not Applicable 402.4.1.2 ;Slower door test @ 50 Pa.<=5 ; ACH 50 = ACH 50= ;❑Complies [FI17]' :ach in Climate Zones 1-2,and QDoeS Not <=3 ach in Climate -Zones 3 8. ;[]Not Observable ; ❑Not Applicable 403.2.2 :Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI411 ;cfm/100 ft2 across the system or : ff ;❑goes Not <=3 cfm/100 ft2 without air handier @ 25 Pa.For rough-in ]Not Observable ;tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated =- q3 - .s, ❑Complies ; [FI2411 ;by manufacturer at<=2%of f - ❑Does Not ;design air flow. ❑Not Observable , p ❑Not Applicable 3 -- Programmable thermostats - ❑Complies ter, installed on forced air furnaces. m _ ❑Does Not ❑Not Observable ; ❑Not Applicable ': b E r01 Heat pump thermostat installed ❑Complies ; - : l on heat pumps. :, y. ri: y'� �- _ _I EN ❑Does Not - - ae� :` �:��,T� =•.. *t ' []Not Observable ,, Y "'''M _ r" ❑Not Applicable ? i ` Circulating service hot water , - Complies systems r4 , systems have automatic or r - '. ' _ ❑Does Not accessible manual controls. _ _ *i ❑Not Observable �$ ❑Not Applicable ,' All mechanical ventilation system :,,s.- .- " ❑Coin lies lF M HOW not part of tested and listed W ❑ p Does Not HVAC equipment meet efficacy ` "" and airflow limits. ;w � ., Y ,❑Not Observable . _❑Nat Applicable 404.1 :75%of lamps in permanent ,;- `e ❑Complies [F16]' fixtures or 75%of permanent _ g - -. " ❑Does Not ,fixtures have high efficacy lamps. :x :Does not apply to low-voltage ' _ --_ ❑Not Observable ;lighting. a:r ❑Not Applicable 1 JHigh Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: DUNHILL CO Report date: 06/30/15 Data filename: Untitled.rck Page 7 of 8 - 't� ;.,�:�_-ix,:::.•=ate:r: ;_ IxT%: Fuel gas lighting systems have ; ,- ❑Com lies 211.m``ono continuous pilot light. '` `` - p F []Does Not ; ` r ❑Not Observable ram. : ❑Not Applicable 71?3Compliance certificate posted. Ny. _ yR ❑Complies a::Y,;:•��'W43a._ . ,,_ []Does Not r� Not Observable,,,�.�: �� "•' �.,,Y,..� ❑ , ❑Not Applicable ,_` Manufacturer manuals for -• _ _: _:�--.� _ ❑Complies [t+18} ?mechanical and water heating - ' - - - . ❑Does Not systems have been provided. F =�€ ❑Not Observable 'cA � � ' ~` •d �;,[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: DUNHILL CO Report date: 06/30/15 Data filename: Untitled.rck Page 8 of 8 f '012 IECC Energy Efficiency Certificate Insulation Ratin Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling/Roof 38.00 Ductwork (unconditioned spaces): Window 0.31 Door 0.29 Heating System• Cooling System• Water Heater: Name• Date• Comments Massachusetts Department of Environmental Protection' ' Bureau of Resource Protection -Waterways Regulation Program x24�727 "Transmittal No.. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate 40 Crossways LLC Name of Applicant 160 Peppercorn Lane - Ping uickset.Cove Cotuit . Project street address Waterway..p City/Town Description:of use or change in use:', Construct and maintain permanent pier withframp and float in accordance with attached plans as approved by the.Conservation Commission. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above antl'rnore fully detailed in the applicant's waterways license application and plans is not in,violation of.local zoning ordinances and bylaw - - Printed Name of Municipal Offici I:, Date( nat e o.Municipal O ci Title City/Town CH91App.doc•Rev.6/06 Page 6 of 13 Massachusetts Department of Environmental Protection 5 Bureau of Resource Protection - Waterways Regulation Program X241727 Transmittal No. Chapter 91 Waterways License Application -310 CZAR 9.00 Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate 40 Crossways LLC Name of Applicant 160 Peppercorn Lane Pinquickset Cove Cotuit . Project street address Waterway City/Town Description of use or change in use: Construct and maintain permanent pier with ramp and float in accordance with attached plans as approved by the Conservation Commission. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Name of Municipal Official Date Signature of Municipal Official Title City/Town CH91App.doc•Rev.6/06 Page 6 of 13 I�- r P d \ LOWS LOT 22 • LC 14194-L ► ` LOCUS �P �® �\ co E)GSTING DWELLING J, LW-0-0 LOT 35 H 2. LC PLAN 161 ®0 PARCEL ID: /010 PARCEL V. /013 300 VINEYARD NOM. CHNSTOPHER TIC., ROSENTHAL, 29TH FLOOR, T PRUDENCE L, TRUSTEE EAGLE CB47ER 2105 29 H H G ARBOR,ANN 1 KONG n w&0--; K p4' � 1 0 50 100 k. Vrnf y Ott-'�i�'�MirM1'`Y'. SCALE- I =10v ELEVATIONS ARE BASED ON MLW-O.-O PLANS ACCOMPANYING®®`�►PETITION 4-0 q- TO CONSTRUCT AND MAINTAINA. PIER ON PINQUMSET COVE COYUIT, MA. DATE. SEPTDABER 13, 20111 SHEET 1 OF 3 ,ti• 2tK FLOAT co x 206) V 2' h PROPOSEDRAMP tK 'Ir DIAME70 MWER PfLE ( .) p ,2? MLA 0.0 Ac 1 O SALT MARSH .rAL � ®mJ� AL AL SALT MARSH AL KAYAK RACKS RACKS ®-® AfVO JJ ®' AL AL PROPOSED ACCESS AOCESS STAIRS AMM BOARDWALK 0 10 20 SCA LE: 1 mx ® PLANS ACCOMPANYING 40 C OSSWAY, LLC TO CONSTRUCT f4T N A PIER DATE: SeTBAM 13® 2011 T 2 3 I�f4sTa uai. ...� Flbergj ass G+'a'tTn� P�-oPosod Pig (4' 9�') Proposed. Ramp 3.58 o.c. ° � ° (4 x 14) ox. 1 . 14' o.o. 1 o.,c. 14' o.,o. 1: ° 1.:° o .. ., ELffi 6.g _______ --------- �_- _ ______ _ -_____-----CA Proposed Access Stoic roposed Float 12" Diam ater Tim-bar Pffe (Typ) 0° x 20® ) •� 4" x 4" Post (TYP.) Driven to a Minimum Depth of 15' or Refu I to a minimum 31 depth of 4° ILI 15° BEVEL (TYP) ' PIER PROFILE DETAIL (TYP.) EL- NOT RAIL TO SCALE -� 2'04" RAIL �_- EL-6.g 3 40 ING y AJ (V 4 SPACING) " A G) JETS (90 4)2t2 KAYAK � ( ) AIMLESS0 � ST STEEL SOLT (TYP) 05 A. -� oo �..; ®' 304" f O MLA O. .. . vetBRACING All 12" EXAMETER PILE (TYP) CROSS-SECTtO (TYP.} TO A MIN NOT TO SCALE 15' OR SAL PROJECT nS y)C rl C�r1 1 z �— NAME: ! v �� ADDRESS: CP n �-CLrt C,UCZ`i-�ri,v(x.G C s PERMIIT# PERMIT DATE: MVP: 0 C 1) fir. 1 f LARGE PLANS ARE FILED IN: BANKERS BOX FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE I q/wpfiles/forms/archiveBANKERSB OX £cocm Out pa Q)P a CAC MUCTOA' ► tuAT orr a+PT (96 „ z Dikk ® Lab if Eli D= wnsE TiA7T1 w ! j ciARAc FAIRLY RM 10 LitrtNG RM O[t M RM k El". M G P F ROGI1 _Ji 1 �lR�oc BAYw90VE _ ~------- ------ it s LIBRARY KtTC.HEW . � 9 'F FWw • i t h�pc� lr oar PAP co ors C . ;Ton HIS BATH HIS ClMASFER y" f$ .BEDROOM { BATH BEDROOM#2 �$ EDROOMp1 ,./ R *`YP -�-- _ram BATH sTOR fy WWo �. p HER BATH DRESSM �DRy ---CL.-_ GUEST t _ MEOW BED RM BA STOR BATH .OVEN�� BEDROOM#3 .'BELOW. 2 ,y .� Town of Barnstable ��aw s_ .. 0 Building IPost This Card-So-That it is Visible From the Street-Approved.Plans_Must be Retained on Job and this Card Must be Kept RAM M^ Posted Until Final Inspection Has Been Made. . Permit Ma Where a Certificate,of:Occupancy is Required;such Building shalFNot be Occupied until a Final:lnspection has been made Permit No. B-19-2746 Applicant Name: EDWARD TRAINOR Approvals Date Issued: 10/08/2019 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 04/08/2020 Foundation: Location: 160 PEPPERCORN LANE,COTUIT Map/Lot: 004011 5 Zoning District: RF Sheathing: Owner on Record: 40 CROSSWAY LLC Contractor Name�,,EDWARD TRAINOR Framing: 1 Address: 74 CLARENDON ST.,SUITE A Contractor License: 6FA-106159 2 BOSTON, MA 021164 Est. Project Cost: $ 136,700.00 Chimney: Description: Installation of 20x40 inground Swimming Pool with a 36'vanishing Permit Fee: $ 175.00 I ) Insulation: edge along side wall per plan. Barrier fence as notated on plan. Fee Paid:` $ 175.00 Project Review Req: Date: 10/8/2019 Final Plumbing/Gas Rough Plumbing: Official This permit shall be deemed abandoned and invalid unless the work authorized by;ths permit is commenced within six months afte�h� le. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough 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. I f Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire.Officials are,provided`on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work-,I 1.Foundation or Footing ' Service: . 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed , Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �p Final: oFTM�ems. ~p Application Number............. .. .7.. ............. s • BARNSPABI.R, • MASS. Permit Fee........................ ..............Other Fee........................ Total Fee Paid.................. ....... .......................... ...... TOWN•OF BARNSTABLE Permit Approval by.. ...............On...... GI BUILDING PERIMT Map..... ..`......0.................Parcel............................................. APPLICATION Section 1 — Owner's Information and Project Location Project Address 4 KlMeC�011 Village T//lT Owners Name Owners Legal Address y ��ovy J City Ul/fT�� State /� Zip Owners Cell # E-mail Section 2 Use of Structurelet Use Group ❑ Commercial Structure over 3 0 cubic fiet C� _ ❑ Commercial Structure under 35, 00 cubic feet ❑ Single/Two Family Dwelling Section 3 — Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use El Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description .✓S�AGG�TiG�v di ZO x l0' tiG�uivv aviM� �l/ W17Yd1 34 �/✓ls�i/✓G- I� f - i� Application Number..................................................... Section 5—Detail /3G ADD_00 �/� �� Cost of Proposed Construction i Square Footage of Project Age of Structure ,' :. Dig Safe Number #Of Bedrooms Existing �`-� ' Total#Of Bedrooms (proposed) 110 MPH Wind Zone.Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design i Section 6—Project Specifics 3 ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom i 9 Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone } Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. 3 Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed qi Rear Yard Required Proposed ` 1 Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No i i r nct v flQ+Prl• 11 i1 anm 2 Application Number............................................ Section 9- Construction Supervisor Name C��a4 T��ya,� Telephone Number Address /5-IX%ary 14"c City fAW7W & State A. Zip VcM y License Number e SM-/Ud 157 License Type Expiration Date /z1'l`4 Contractors Email Go4r�"� �r��/�rS4�i��Et. G�r1 Cell I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 78Q CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name G°1� � ��Ar�U� Telephone Number 771 ?31s3 Address /// City lllldx lr State 4,w, Zip z Zlal Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your HIC... r � 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 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 --4 � Date Print Name �1,��9/'� �� Telephone Number Sid©� 1 E-mail permit to: Z-alal'G� j/o��a��SolilAiEs Cow ' A 1 A Section 12—Department Sign-Offs 3 Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ '' Fire Department ❑ Conservation ❑ For commercial work,pkase take your plans directly to thefre departmentfor approval, i Section 13— Owner's Authorization I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name i i 1 �IHB Town of Barnstable Regulatory Services Thomas F.Geiler,Director MAM Building Division Tom Perry,Building Commissioner. 200 Main Street,Hyannis,MA 02601 www.town.banistable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using Builder Aa X"/"'/" _,as Owner of the subject property I, hereby authorize �.2 NG to act on my behalf, in aIl•matters relative to work authorized by this building permit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools ...-are not to be-filled before fence is installed and pools-afe not to-be utilized until all final inspections are performed and accepted. S' f er Signature of Applicant rint Name Print Name Date Q:FORMS:OWNERPERMISSIONFOOLS Ak The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations ' 1 Congress Street, Suite 100 a Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Viola Associates,Inc. Address: 110 Rosary Lane, Unit A City/State/Zip: Hyannis, Ma. 02601 Phone #: 508-771-3457 Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 35 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. 9. ❑ Building addition required.] _ 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LF] 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 Swimmin Pool employees. [No workers' 13.❑✓ Other 9 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: Acadia Insurance,Inc. Policy#or Self-ins. Lic. #: WPA0218000 Expiration Date: 4/29/20 Job Site Address: 160 Peppercorn Lane City/State/Zip: 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 certi ins and under the a enalties gfe!:rjury that the in ormation provided above is true and correct. 8/21/19 Signature: _�-... ---- ----._....-_ ---__ ------- - ....._ — �Date:- _._ _ Phone#: 508-771-3457 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#: a DATE(MM/DD/YYYY) ACO AC� CERTIFICATE OF LIABILITY INSURANCE 8/20/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER CONTACT NAME: g Northborou h Construct West Eastern Insurance Group LLC PHO61CN E. E (508)393-7744 AIX No: 155B Otis Street E-MAIL ADDRESS: y Jdo le@ ea s te rnin suran ce.com INSURERS AFFORDING COVERAGE NAIC# Northborough MA 01532 INSURERAAcadia Insurance Company 31325 INSURED INSURER B:Firemen Is Insurance Co Wa DC 21784 Viola Associates Inc - INSURER C: Box 389 INSURERD: INSURER E: Centerville MA 02632-0389 INSURERF: COVERAGES CERTIFICATE NUMBER:19/20 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ A CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED 300,000 PREMISES Ea occurrence $ CPA0217962 4/29/2019 4/29/2020 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000. POLICY 1 JECT 7 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 PRO- OTHER: I Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY Ea accident) LIMIT $ 1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED HAA0217963 4/29/2019 4/29/2020 BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Medical payments $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED I X I RETENTION$ CUA5047783 4/29/2019 4/29/2020 $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? FN B N/A (Mandatory in NH) WPA0218000 4/29/2019 4/29/2020 E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Rolfe Residence THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 160 Peppercorn Lane ACCORDANCE WITH THE POLICY PROVISIONS. Cotuit, MA 02635 AUTHORIZED REPRESENTATIVE John Koegel/BTOZZI ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025/9o14nn i •�� iriirr..aiecatal�a�,��i¢c�cie//-y _.. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYP.,E:.Coroorafion Reaistietion. Expiration 181644•; 04/20/2021 VIOLA ASSOC[ INC= EDWARD TRAINER 110 ROSARY LANE:: : HYANNIS,MA 02601 Undersecretary Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constructim_SVrj� 04pr 1 & 2•Family ..._ - 9 h ices: l2l17/2020 CSFA-10615 +1° p EDWARDTRAINOR , 15 LYMAN LAN a O SOUTH YARMOF�TH MA4266A5 Commissioner C i Ultra-Reliable Latching System. The Life Saver Self-Closing gate uses only the most proven latch and hinge system.The Magna-Latch has been tested to more than 400,000 cycles.MAGNA-LATCH gate latches are magnetically triggered safety devices that have revolutionized the safety,reliability and child-resistance of swimming pool,childcare and household gates. The unique operating principle is brilliantly simple. As the gate swings shut, a powerful 'permanent' magnet draws a latch bolt from one housing into the other, latching it securely. No amount of shaking, pushing or pulling can disengage the latch. The concept is so advanced it boasts international awards for design excellence. The latch has been designed to meet strict international safety codes, including all codes relating to swimming pool gate safety. The dangerous problem of a gate"resting on the latching mechanism", appearing to be latched, is eliminated when using MAGNA-LATCH. The quiet and reliable latching action means MAGNA-LATCH incurs no mechanical resistance to j closure, and so suffers none of the sticking,jamming and sagging problems associated with 'mechanical'gate latches. Tru-Close Hinges F1t�dt Quality TRU-CLOSE gate hinges are the latest ADJOTMENTI nvutavmct technology in adjustable, self-closing gate hinges for ,` swimming pools, households and other safety gate applications. t These strong, revolutionary hinges are injection-molded from a special blend of glass-fiber reinforced polymers, which means they never rust, bind, wear, sag or stain. The superior strength and rust-free performance of TRU-CLOSE means the hinges offer double the life expectancy of any comparable product. The internal torsion spring is made of high-grade stainless steel to ensure smooth, powerful closure and long life, even in the harshest seaside or and environments. The patented, spring-loaded adjustor within most TRU-CLOSE hinges allows instant, incremental tension adjustment using only a screwdriver. Quick and easy! This clever adjustment feature overcomes the TRU-CLOSE hinges have been independently tested to comply with a range of international safety . standards, especially those relating to pool fences and gates. The hinges are designed to outperform all comparable gate closing devices. They are the only safety hinges offering a lifetime warranty against rust or corrosion PG DAPT-2 Manual 122208:Layout 1 5/14/09 12:42 PM Page.1LOW BATTERY FUNCTION SWIMMING POOL SAFETY TIPS 6. INSTALLATION OF OPTIONAL SCREEN DOOR KIT — — ALARM When the 9-volt battery is low,the door alarm horn will chirp once every •Supervise children at all times. CONNECTING DOOR ALARM TO SENSOR SWITCHES DOOR 10 seconds-this means it is time to install a new battery,Battery life is -Never permit swimming alone.Never leave a child alone,even READ THE DOOR ALARM MANUAL FOR INSTALLATION ON ONE DOOR FIRST: Installation approximately 1 year.Test your door alarm weekly by opening the door to answer the telephone. THE SENSOR WIRES ARE PERMANENTLY CONNECTED TO THE DOOR and allowing the alarm to sound. -Always remove the entire solar cover from pool before ALARM.CONNECT BOTH SENSOR WIRES COMING FROM THE DOOR ALARM MODEL DAPT-2 swimming. TO THE SENSOR SWITCH ON THE DOOR FRAME.THEN USE THE SUPPLIED SIGMUG JUMPER WIRES TO CONNECT TO THE SCREEN DOOR SENSOR SWITCH MEETS UL 2017 WARRANTY • Remember that alcohol and water safety do not mix. (SEE DIAGRAM BELOW).THE TWO SENSORS SHOULD BE HOOKED UP IN •Have your pool area fenced and the gate locked to prevent PAnELLCLWITH EACH OTHER. REPAIRS unauthorized ellll'y to the pool,and install a gate alarm. •THE PLASTIC COVERS ON THE SENSOR SWITCHES&SENSOR POOLGUARD Is sold With a limited warranty to cover defects in parts .Lock and secure all doors in the house which permit easy MAGNET MUST BE REMOVED BEFORE INSTALLATION SENSOR o00R MAMA and workmanship for one year from date of purchase.(Retain proof of access to the pool,and install a door alarm. •SWITCHES GO ON THE FRAME BY THE DOOR • SWITCH LISTED purchase).If POOlguard exhibits a defect,please call our Customer •Have a responsible adult teach swimming and Water safety to •MAGNETS GO ON THE DOOR ITSELF-SEE PICTURE IN MANUAL 1 • Po Service department at 1-800-242-7163.Unauthorized returns will not be your Children. EQUIPMENT NEEDED accepted.Proper repair is only ensured when the unit is returned to the •Maintain clean,clear Water In the pool. A.ONE DOOR ALARM AND 2 MOUNTING SCREWS \ LED manufacturer. Visit our website at www.poolguard.00m t0 fill out your •Do not sWlm during electrical storms. B.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET AND 4 SCREWS \ warranty registration information: -Do not permit bottles, glass, or sharp objects to be used R \ \ • �w•IfCH° C.FOR DOO FRAME&DOOR ONE SET OF SENSOR SWITCH AND SENSOR MAGNET,JUMPER WIRES, j around the pool. AND 4 SCREWS \ VJ •Ask your pool dealer how you. can Improve your pool _FOR SCREEN DOOR FRAME AND SCREEN DOOR safety—they Will be glad to assist you. CALL US AT 1-R00-242-7163 ON HAVE ANY QUEST YO U QUESTIONS -Above all: remember that common sense, awareness, and MAIN IF YOU SCREEN O sENHEs4 caution will allow you to enjoy your pool. SENSOR SENSOR 5�+'nc" DOOR ALARM Figure 1 � o � PBM INDUSTRIES,INC. e a It, •u°wt` The horn is 85dB at 10 feet P.O.Box 668 * c a LED PASSTHRU 82J4626480N,IN 47266 y.�oo Igua rd' W O z O • IMPORTANT SWITCH • • • • ALARM NORTH r>' 1 IrOAA� r ® The product has been designed to aid in the detection of unwanted ® "-' _..- , - I JUMPER/ HORN intrusions into unsupervised areas. POOLGUARD DAPT-2 IS A PBM INDUSTRIES.INC. POO 9U4 r www poolguard.com WIRES SAFETY ALARM SYSTEM AND NOT A LIFE SAVING DEVICE. It MADE IN THE USA should be used in conjunction with the safety equipment currently in use REV.5-09 Figure 5 SENSING] and should not affect existing safety procedures. WIRES F a 2_ Q a TQWN .f 3. a _ f w E Y t x t S a 1 j d X r R t i 5 fit' t. ' x t a t , v Y t s l t W RESIDENTIAL SWIMMING POOL.BARRIER REQUIREMENTS Safety Cover/Alarms"--Dwelling Exits shall have one of the a tip x y following: a cover m compliance A t 1.Safety cov mplia ce with STM_F1346 or + 2.Alarms which sound continuously for a minimum of 30 � seconds Alarm deactivation switch for single entry must not last more than 15 seconds-and must be 54" 4'6" above threshold of door." _ + Minimum Fence Height 48"(4')measured on side = _ �.�•+'^ opposite pool '.I Gate/Latch-Gate shall open away from pool and be self closing and self latching.Release Mechanism of latch shall be>=54"(4'6")from bottom of gate.If'R.M.<54"(4'6") t must be located on pool side of gate>=3"from top of gate 4 _ g and have no opening in gate>.5 within 18"of R.M. 3 Rule 1-Horizontal Members spaced<45"(3'9") Vertical •.��• �•.;: •.t;, .' JJ.{ 04. +� , =o �� d►� �i �� _�� ' ! +��, Members shall not exceed 1.75" •;' ;• ;.; o• ; ,! "• ••° • • • • • �' Rule 2-Horizontal Members spaced>=45" 3'9" Vertical ., .. .� ... .. + Members.shall not exceed � ;r ♦,� Chain Link-Maximum mesh,size shall be.<= 1.75" :cb. x� squares = Lattice Fence-Maximum opening formed by ti imensional members =1.75" 2"Maximum Vertical Clearance measured on opposite pool side Print�dOn W1/2019" Complaint Call Report • a�wsr�s�e. 9� 1"60,REPPERCORN��LANE; CCOT wUIT a ae 0� �, �i " � � , j °TEOMp�° Case# C-19-260 A," Case#: C-19-260 Address: 160 PEPPERCORN-LANE, Date: 4/10/2019 COTUIT _. . Owner Info: Property,lnf`o: J 40 CROSSWAY LLC MBL: 74 CLARENDON ST., SUITE A 004-011 BOSTON MA 02116 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Interior-Exterior Maintenance, Building Medium Priority Dept Referral Code, Complaint Summary: Building not constructed according to plan, exterior and floor plan changes including an additional bedroom not found on the original plan. That additional bedroom was not approved by Health and there has been no subsequent review by that division for any plan change. Construction commenced in 2015 and has been inspected accordingly, and continued unabated without proper notification to the applicant to submit a new permit/plan. Alarm company came in last year to report change in plans and again recently alerted staff they were unable to obtain Fire Dept. paperwork that reflects the correct plan. Action History: Action Taken Date Description Fee Inspector Close Case 4/29/2019 five bedroom septic $0.00 carterj approved by BOH, five bedroom floor plan with permit to create fifth bedroom approved by building dept. Inspector Assigned to Complaint: carterj Filed by: andersor Comments: Comment Date Commenter Comment 4/10/2019 andersor A notice of violation must be sent to the applicant concerning the significant change in plans. 4/12/2019 carterj spoke with PM on the 4/9. They have a five bedroom septic plan waiting to be approved by the board of health. Once that gets approved they can submit a building permit to add an additional bedroom. Town of Barnstable Date. 512.1I2019 "ti7 t ! o.JHero Pnnt dOn 5I21/2019 , � w�� ComplacntyCall Reportawk A, qm 6& 0 160 PEPPER'CORN 'LANmE COsfiUIT ' MATS P 9. � _ ` av^+ s�. ��as,. d �' ^' ;w5� ,ryi!*" + 7 amp n-!dMwY«I�' x"➢, C ase# C 19 260 4/19/2019 sheas Donald Desmaris reports he is not in receipt of new septic permit or new plans per Robin Anderson. Date: 5/21I2019, x �.,4 :.,, ...�.:, � Jown-of,613arnstable Town of Barnstable b Building t Post This Card So That it is Visible From theStreet-Approved Plans Must be Retained on Job and`this Card Must be Kept" raasiwrataY e MAC' �' Poste&Until Final-Inspection'Has-Been Made. � Permit � � erd Certificate Occupancy g � ,p � until a Final Inspection has been made. "+ s Where a Certificate of is Required,=such Buildin` shall Not be Occu ied` - inspection Permit NO. B-19-1326 Applicant Name: CHARLES R CROVO Approvals DaIteIssued: 04/24/2019 Current Use: Structure Per Type: Building-Alteration INTERIOR Work Only- Expiration Date: 10/24/2019 Foundation: Residential MWap Lot. 004-011_ Zoning District: RF Sheathing: Location: 160"PEPPERCORN LANE, COTUIT CContractor Name: CHARLES R CROVO Framing: 1 Owner on Record: 40 CROSSWAY LLC _ Contractor License: CSFA-071165 2 Address: 74 CLARENDON ST.,SUITE A m �` - Est. Project Cost: $,0,00 Chimney: BOSTON, MA P g 02116 ermit Fee: $85.00 Insulation: Description: Convert office to Fifth Bedroom Fee Paid:.' $85.00 Project Review Req: 5'bedroom s Date: 4/24/2019 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within"'six months after`issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or.road,and shall be maintained open for public inspection for the entire duration of the Final Gas; work until the completion of the same. 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 Rough: 2.Sheathing Inspection r 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 g'T Application Number. �' � ... + MRNSM. ; + MASS. 190t / "t Fee............. .. ...............Other Fee........................ 163 R d3o l Fee Paid.................... 019 To TOWN OF BARNSTABLE wN OF B � ►it Approval by........ .. on......:y . BUILDING PERMIT TAB�fVq Map........................................Parcel........0.1.J........................... APPLICATION Section 1 — Owner's Information and Project Location Project Address_ we--F C� 4\0 _ Village Owners Name cC0SSwC-Y 1\ (o Owners Legal Address `t Q-\c.(eeY110 rJ k. �y City__ rJ fv�G` State Alf Zip Owners Cell# SS 0 E-mail Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 — Type of Permit New Construction ❑� Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck rApartment Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar 'EIRenovation ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description `J Cuj / C, Application Number.................................................... Section 5—Detail Cost of Proposed Constructio Square Footage of Project coo Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms posed) 110 MPH Wind Zone Compliance Method Checklist CM Checklist esign Section 6—Project Specifics Wiring ❑ Oil Tank Storage Ef Smoke Detectors /E Plumbing Gas ❑ Fire Suppression Ja Heating System EJ/Masonry Chimney ❑ Add/relocate bedroom I Water Supply Public ❑ Private Sewage Disposal ❑ Municipal E?6 Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal � N� ❑isp sal Facility: �C. I am using a crane Yes No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes No ❑ / Section 8—Zoning Information Zoning District Proposed Use�e Lot Area Sq. Ft o qc�, Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No T act mAatw1- 1111 i/)nl 2 Application Number........................................... Section 9-Construction Supervisor Name ,\e_S QJ�'O\JD Telephone Number Address �S � � ��. City OSV; I� State Zip �` S T. License Number C License Type Expiration Date 4/d-v� C� 11 C- Cell# a�1�(- Contractors Email COUu� SO S`S I understand my r p ties under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massa tate Building Code. I understand the construction inspection procedures,specific inspections and documentatio d the To of Barnstable.Attach a copy of your license. Signature Date 7 a Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date A Print Nam��" << S C cou� �Telephone Number ! - a' Y 1 ^SS E-mail permit to:CC tZ�-)Uu--I-- A„ C o"'� Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire departmentfor approval, Section 13 — Owner's Authorization i I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name J i I {1 { I !r - ii - „ , _ < ,�p THE TO "' ■ Panted On. /29/2019 '�� Complaint dale epo h x r 160 PEPPERCORNh LANhE, C.OTWT 79' '` FD MA j i ;;.�, •, Case# C-19-260, <. a Case#: C-19-260 Address:_1 PEPPERCORN LANE,= 0/2019 Owner Info: Property Info: 40 CROSSWAY LLC MBL: 74 CLARENDON ST., SUITE A 004-011 BOSTON MA 02116 Owner Notified?.- Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Interior-Exterior Maintenance, Building Medium Priority Dept Referral Code, r Complaint Summary: Building not constructed according to plan, exterior and floor plan changes including an additional bedroom not found on the original plan. That additional bedroom was not approved_ by Health and there has been no subsequent review by that division for any plan change. Construction commenced in 2015 and has been inspected accordingly, and continued unabated without proper notification to the applicant to submit a new permit/plan. Alarm company came in last year to report change in plans and again recently alerted staff they were unable to obtain Fire Dept. paperwork that reflects the correct plan. Action History: Action Taken Date Description Fee Inspector Close Case-__J 4/29/2019 five bedroom septic $0.00 carterj approved by BOH, five bedroom floor plan with permit to create fifth bedroom approved by building dept. Inspector Assigned to Complaint: carterj Filed by: andersor Comments: Comment Date Commenter Comment 4/10/2019 andersor A notice of violation must be sent to the applicant concerning the significant change in plans. 4112/2019 carterj spoke with PM on the 4/9. They have a five bedroom septic plan waiting to be approved by the board of health. Once that gets approved they can submit a building permit to add an additional bedroom. 77 .�_ .. Date 4/2912019 °� Town of-Barnstable ,....,..«. - �.s�,n-.,wlimJ..ma...W ai. .a.. w............w.,..a.„ yl "' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' r r Map V� Arcel 0 Application #�� v 7 Health Division Date Issued 771 Z9 I)S Conservation Division \•lC' Application Fee OCR Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project'Street Address f Village0. c y Owner ep L ilc -v ;tiles Address l (P�&u.ujcnj a A Dr,�,rCa Telephone cz Le Permit Request l ttl Square feet: 1st floor: existing proposed 2nd floor: existing proposed q&7 Total new Zoning District tT Flood Plain e Groundwater Overlay Project Valuati o - Construction Type 5 Lot Size 2-- A Z i -$�, Grandfathered: ❑Yes Co If yes, attach supporting documentation. Dwelling Type: Single Family U/1—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) J y sy Number of Baths: Full: existing new• Half: existing ` Z new " Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count 7 Heat Type and Fuel: ❑ Gas it f ❑ Electric ❑ Other Central Air: Ves ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yesb-ND Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing , ew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ f"'ter,P Commercial ❑Yes �o If yes, site plan review# -� Current Use Proposed Use APPLICANT INFORMATION Ck} -- -- - — r----- —._ --- (BUILDER OR HOMEOWNER) Name � :• �� i�� p Tele hone Number �� p / Address I , / License # �'�� ro ei `VZ X-(oJ Home Improvement Contractor# f Email C. cS c3 o a Worker's Compensation # ALL CONSTRUCTION fEBRI E UL 11 FR M THIS PROJECT WILL BE TAKEN TO JcJu� `�`'`� 9�v' f �R9'��' 7�'�'-�i�aA�s'' a:� mil✓� �fi�cvL,.t� SIGNATURE DATE bJ—. 1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/F~ARCEL NO. Al �4ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACEAOL� ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL . FINAL BUILDING FI DATE CLOSED OUT ASSOCIATION PLAN NO. r Doc-1s15Ss714 01-24-2011 , 2-36 Ct f T-193463 a ,DIJ/jy/ BARNSTABLE LAN COURT REGISTRY . y ' MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date:.01-24-2011 a 02:36on CtIf: 1362 Dot:: 1158714 Fee: $6r292.80 Cons: $ir840000.00 BARNSTABLE CD!!NTY EXCISE TAX BARNSTASLE LAND COURT REGISTRY Cate: 01-24-2011 0 02:3San Ctl': 1362 Docz: 1150714. Fee: $4r968.00 Cons: $1r340rfj�)i:,til_t QUITCLAIM DEED . WE, BENJAMIN H. HECKSCIIER and 1vANCX B. HECIZSCIIER, of 439 Waynesbrooke Road,Bcrwyn,PA 19312 For Consideration: raid in the amount of ONE MILLION AND EIGHT HUNDRED AND FORTY THOUSAND AND NO1100($11840,000.00)DOLLARS grant to 40 CROSSWAY,LLC,a Massaellusetts Limited Liability Company,of 74 Clauco.0-1on Street,Suite A,Boston,MA 02116 with QUITCLAYM COVENANTS, The land with the buildings and improvements thereon situated on Peppercorn Lane in the Village of Cotuit,Town and County of Barnstable,Commonwealth of Massachusetts as described below: LOT 35 AS SHOWN ON LAND COURT PLAN NO.16194-0 LOT 22 AS SHOWN ON LAND COURT PLAN NO.16194-L LOT 26 AS SHOWN ON LAND COURT PLAN NO.16194-M LOT 53 AS SHOWN ON LAND COURT PLAN NO.11542-5 AND ALL OF OUR RIGHT,TITLE AND INTEREST IN THE WAY SH WN AS PEPPERCORN LANE AS SHOWN ON LAND COURT PLAN NO.16194-L AND REFERENCED ON CERTIFICATE OF TITLE NO. 157294. Lots 22 and 35 are conveyed subiect to wetland restrictions imposed by the Commonwealth of Massachusetts recorded as Document No.286,071 and to the rights of the public legally existing in and over the same below mean high water. Lots 22 and 26 are conveyed subject to and with the benefit of an e�sement in favor of ; Commonwealth Electric Company et al recorded as Duminent N64 297,019.. Lot 22 is conveyed subject to and with the benefit of an Ordcr of Conditions issued by the Barnstable Conservation Commission recorded as Document No.500.720 and an extension thereof recorded as Document No.565,542. A Crrdricaw of Couiplianm fwui Massac huscm Dclwa iCnt of Environmental Protection is recorded as Document No. 828,575. Lot 53 is conveyed subject to and with the boneixt of the matters sot forth in Cortifieato of Title No., 87224,insofar as now in force and applicable. Said lots are and each of them is conveyed together with a right of way over Peppercom Lane in common with all others now or hereafter entitled thereto includiung so much of said Peppercorn _ Lane as is shown on Lot 40 on Land Court Plane No. 11542-1 to and from the public way. Said Lots 22,26 and 35 are conveyed subject to the restrictions set forth in Document No.797,359, insofar as now in force and applicable. For title to Lots 22,26 and 35,see Certificate of Title No. 157274. . For title to Lot 53,see Certificate of Title No. 157278. PROPERTY ADDRESS: 160 Peppercorn Lane,Cotuit, MA 02635 G 2 WITNESS my hand and seal this Jday of January,2011. . Benjamin N. Heckscher y 17 r: Nancy B.Aec&hir COMMONWEALTH OF PENNSYLVANIA Chester County,ss January /7, 2011 Then personally appeared before me the above-named Benjamin H. Heckscher and Nancy Beckscl er who proved to me through satisfactory evidence of identification,which were B. , to be the persons whose names are signed on the preceding or attached document,and acknowledged to me that they signed it voluntarily for its stated purpose and as their free act and deed. ; Notary Public: My commission expires: COMItONwsAM oP PEMSYLVAMA M ROS ntt�i .4 A J... . . - ARMi�i1R PIVBAUMS� ,`1M j l' •NOTARY KMUC f tl AlA 'e MY OOMI4 RON EXPMES SEP 30.Z012 Z } ..40 REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS oFti Town of Barnstable Regulatory Services r 7A4 INS72L EZ, s MASS �' Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder �' - ,as Owner of the.subject property q P P rty hereby authorize QA to act on my behalf, in all matters relative to work authorized by this building permit application for. �Q I4slrNls✓.c:c,.rj k`A (Address of Job) "Pool fences and alarms are the responsibility of-'the licant. Pools are not to be filled or utilized before fence is ins d d all final inspections are performed and accepted.- 0 r S' of IkIplicant Pit N not Name , 3 s Da Qa oxMs.OWNMxMUMSiorFaors 7/1312015 Mass.Corporations,external master page William Francis Galvin Secretary of the Commonwealth of Massachusetts SS ,. Corporations Division Business Entity Summary ID Number: 001035674 Request certifi' rNew search Summary for: 40 CROSSWAY, LLC The exact name of the Domestic Limited Liability Company (LLC): 40 CROSSWAY, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 001035674 Date of Organization in Massachusetts: 09-03-2010 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 40 SARGENT CROSSWAY City or town, State, Zip code, BROOKLINE, MA 02445 USA Country: The name and address of the Resident Agent: Name: PAUL ROIFF Address: 40 SARGENT CROSSWAY City or town, State, Zip code, BROOKLINE, MA 02445 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address SOC SIGNATORY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 SOC SIGNATORY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearcWCorpSummary.aspx?FEIN=001035674&SEARCH TYPE=1 112 1 7/13/2015 Mass.Corporatiom,external master page The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in meal property: Title Individual name Address REAL PROPERTY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 REAL PROPERTY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 USA Q Confidential Merger 0 Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report - Professional Articles of Entity Conversion Certificate of Amendment -,- View fiI"in Comments or notes associated with this business entity: f sNewfsearch' httpJ/corp.sec.state.ma.us/CorpWeb/CorpSearctVCorpSummary.aspx?FEIN=001035674&SEARCH TYPE=1 212 Ct�.rrt;�s',aant�r�i a,�'�as5trehr�ei� . D��rtrt rr,��'rrtr.Arty`�4eti�ee�r�s Oirwe OfIMIMtr i-ans 600 Washington&reet Basfar MA 42.E wE>w rnasxgaatdia Workers'Ccfmpensafiuu Insm-ance-4�ffidavit:$ifilderslE;antt actors/RecEricianMumbers Apulicaut Infan=tion. Please Filet I.gibFy Names Address.— r6 3&1 r, E a p: ph � r - 2— Am you an employer?Check the appropria box: Twe-ofproject(,equircd�- L❑ I am a employer v mh -r—=a general contractor and I employees{€n]I andtorpa;t-time. 4. * havehirt dthe sub-conflacfor 6- etv on 2❑ I am a sole proprietor orpartner- listed on the attached sfieet 7- n Remodeling ship and have:no employees These sub-oonftctors have g- ❑Demolition_ wodlcing forme in any capacity- employees and have wo&-ers' �woi hers'comp:�nsurame comp.MsuranmI ❑Bnildmgaddition, �] 5-❑ We are a corporation and if 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all worL- ofhce[s hay-e exercised their 1$-0 Plumbing repairs or additions myself [No warlmrs'comp- right of exexnption per MGL 12.❑Rmf repairs irisivavice required]I e,152,§1(4),and we hwe,no employees_[No WDA=' 13❑Other comp insmance required l *1tay aapbcmff th:t checks box—mast also fill out t secfina belosQshasAia g @teir aea�caatpenssfiaa pals}eaf�tmztiba $amen wners wbio submit this affdzvd m&uthg Mey ate damg sg-wc*and dLM hoe ot9He coaitactaes snail submit a ueea of id t iattnr sacIi itactas tbst rhorY this bmc mot sGarhed sa:ediuonsI sheet shatemg the name of the suit-ooarar a mdSULIP xLether efnat Lose en iilks hwe -aPbY-- If the 5v7c- —tractuish.-re—gIoyees,they— p—n&their warless'tamp.policy mmaber- I am aR 8nnpir yer that is prnfading trbrkexs'cortit nsafran inrrttrrrrteg far-my emp&2j4 , B*w is thepa&y and job site �;fnrrrtQlia,rt. Insurance Comp myNatne: �'�� 1 . ,:4x► Forty#'or Self it7S_Uci 7�=C`b��' i C�j �'�%i J } ExgifationDate: f ► );� lob Site Address: <.3 CrtyNta:W2Tp_ Y Attach a copy of the zs or 't mpensatiaa policy-declaration page(shwwing the policy number au€d e3*a{ion date). Failure to secure cm-erage as required under Section 25A of MGL c. 152 can lead to the impositim of-airainal penalties of a fine up to$1,50D.OD and/or one'. rmp - as well as civil penalties in$se:fam of it STOP STORK ORDER-and a fie n of up to$250.00 a.dsy agarnst� e vi tbr_ Be ad' that a copy of this statement maybe forwarded to the Office of i1westigations o€ / DIJ fx*M car lion_ Ida Frsrebi,cprtt° ! s d ena7fi s :p urF thatthe in ormati Ta prim&/ff abrrve' fnrs and carrect SiQnatme: Bate_ t0 Phone#: i U E3.Uw4r1 use ran£,}. Ikr nat fvriis in this area,tabs campleted by Gil},ar town afteiaL ' City or Town: PermitUcense-9 Ensuing Aatharity{drde one}: 1.Board of Health 2.BmTding Department I Citrown Clerk 4_Electrical Inspector 15.Plumbing Iaspmtor .6.Other Contact Person: Phone#: 6 i List of Subcontractors for Dunhill Companies Dunhill Companies PO Box 381 Osterville, MA 02655 Stephen A Lopes DBA LSC 20 Vidal Avenue APT#4 East Falmouth, MA 02136 Gus Painting 8 Woodbury Lane Dartmouth, MA 02747 Richard Higgins HVAC 26 Summer St Wareham, MA 02571 Cape Island Drywall and Plaster PO Box 2113 Hyannis, MA 02601 Reed Plumbimg and Heating 129 Industrial Drive Mashpee, MA 02649 David Cleary DBA DC Builders 411 Pine Crest Beach Drive East Falmouth, MA 02536 Client#:15284 2DUNHILLCO , ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDO/VYYY) 05/27/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil A"�"N E,r,;508 775-1620 FAX Insurance Agency EMAIL ac No): 5087781218 ADDRESS: 973 lyannough Rd., PO BOX 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis, MA 02601 INSURER A:AmTrust E&S Insurance Service INSURED Dunhill Companies LTD INSURER B:Associated Employers Insurance PO BOX 381 INSURER c Osterville,MA 02655 INSURER D: 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MM/D MM/D LIMITS A GENERAL LIABILITY AES102737800 8/21/2014 08/21/201 EACH OCCURRENCE $1 OOO 000 X COMMERCIAL GENERAL LIABILITY RAM MAGE TO RENTED PREMISES Eaoccurrence $SOOOO CLAIMS-MADE 5XI OCCUR MED EXP(Any one person) $5 000 X BVPDDed:1,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $1,000,000 POLICY PET LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC50050101882014A 7/15/20.14 07/15/201 X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N QBY) ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $50O 000 OFFICER/MEMBEREXCLUDED? N/A (Mandatory in NH) E.L DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Charles Crovo is excluded from the workers compensation policy. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Paul ROM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 40 Crossway LLC ACCORDANCE WITH THE POLICY PROVISIONS. 160 Peppercorn Lane Cotult, MA 02635 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S151550/M151547 LS1 1_- ,Acvizn CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 41_ � 6/29/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Larry Cowan NAME;— ry __ Cowan Insurance Agency,Inc. PH(AI EMAIL NE Ext).(978)372-1451 FAX . 978 521.4669 359 Main Street EMAIL- , larry@cowaninsurance.com Haverhill MA 01830 INSURERS AFFORDING COVERAGE NAIC# _ INSURER A: Em to ers Mutual Casualty Company INSURED INSURER B: Associated Employers Insurance Company Gus Painting,Inc. INSURERC: _ 8 Woodbury Lane INSURERD: Dartmouth MA 02747 IN_SURE_R_E: [INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP POLICY NUMBER M! LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $100 000 CLAIMS-MADE 7 OCCUR X 2D48665 04/06/2015 04/0612016 MEDEXP(Any oneperson) $5,000 x Blanket additional insureds PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 X POLICY PRO- 17 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Per acc dent) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION X WCYS1TIATU- OTH-, AND EMPLOYERS'LIABILITY Pp I ANY PROPRIETOR/PARTNER/EXECU I IV Y/N E.L.EACH ACCIDENT $50O 000 B OFFICER/MEMBER EXCLUDED? N N/A WCC5004060012015 01122/2015 01/2212016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $50O 000 If yes,describe under DESCRIPTION F OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Painting contractor. All parties as required by contract are listed as additional insureds on the general liability insurance policy. CERTIFICATE HOLDER CANCELLATION Dunhill Co.LTD SHOULD ANYOF THE ABOVE DESCRIBED POLICIES BE CANCELLEDBEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 776 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Osterville,MA 02655 AUTHORIZED v ©1988-2010 ACORD CORPORATIO . ights reserved. ACORD 25(2010/05) The ACORD name and logo are registkred marks of ACORD 06/26/2015 FRI 15: 53 FAX 5089923538 southeastern IA 2001/001 ACQRLJ GATE(MMIDwYYYY) � . CERTIFICATE OF LIABILITY INSURANCE 6/26/2015 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 pollcy(lee)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder In lieu of such endorseme s. PRODUCER CONTACY NAME: _ _ Southeastern Insurance Agency, Inc. ALONE. „B: 50A,997,6061 x104 �Pa N,I,Boa 990.2731 439 State Rd. E-MAIL ADDRESS: P.O. Box 79398 PRODUCIRCUSTOMFR ID a! —"— North Dartmouth MA 02747_ _ - INSURER(G) NO COVERAGE' NAICII _ INSURED INSURERA:Arbella Protection Insurance David Cleary INauReR s: _• DBA: D C Builders INBURBRo: _ 411 Pine Crest Beach Drive INauReR e East: Falmouth MA 02S36 ER F' COVERAGES CERTIFICATE NUMBER:2014/15 REVISION NUMBER: THIS 18 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTEO 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 MOTH 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. __ _ Ird9R TYPE OF INSURANCEADUE Mr— POLICY 6FF POLICY EXP JIMPOLICY N Ma LIMITS GENERAL LIABIUTY 8500044142 0/26/2014 0/26/2015 EACH OCCURRENCE $ 11 000,000 DAMAGI RENTED X COMMERCIAL GENERAL LIABILITY PREMISESaoccunenco)_$ 100,000 A CLA9MS-MADE FX]OCCUR MEDEXP(Any onePerson) _ 11 5,000 PER80NAL 8 ADV INJURY $ 11000,000 OENERAL AGGREGATE $ Z,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGO 6 2,000,000 POLICY I I F1 LOC $•— AUTOMOBILE LIABWTV COMBINGD SINGLE LIMIT ANY AUTO (Ee aceWant) d _ ALL OWNED AUTOS BODILY INJURY(Per person) $ — BODILY INJURY(Per aWdsnl) 4 SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (Pot www0d) $ NON-OWNED AUTOS $ F, UMBRELLA UAB OCCUR EACH OCCURRENCE rB EXCE-66 LIAR CLApMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION I 0 A WORRERBCOMPEN9ATION 9097530910 9/23/2014 9/13/2015 WCSTATU- DTI1- AND BMPLOYARV LIABILITY YIN Y Y R ANY PROPRIETORIPARTNERIEXECUTIVF AVID CLEARY I9 COVERED. E,L,EACMACCIDENT $ 1 QQQ QQQ OFFICERIMEMBEREXCWDEO? NIA (Mandslory In NN) TATE COVERED: ba C.L.DISEASE-EA EMPLOYE S 1 000,,000 Ir yyes describe under — DE8l;RIPTION OF OPERA S blow I E L.DISEASE-POLICY LIMB 11000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Ateseh ACORD 101.Addwonal Remarks aehadute,If more apace Is required) CERTIFICATE HOLDER CANCELLATION (508)437-5851 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Dunhill Construction ACCORDANCE WITH THE POLICY PROVISIONS. P O Box 381 Get erville, MA. 02655 AUTHORIZED REPRESENTAWE Lora Fitzaar d ACORD 26(2009109) 0 1968-2000 ACORD CORPORATION. All rights reserved. INS025(tee) The ACORD name and logo are registered marks of ACORD '4C Q16 - CERTIFICATE OF LIABILITY INSURANCE °°'�"'�°°'"'""' TF@S CERTIFICATE1S ISSUED AS A PiL4T T�OF INFORMATION ONLY AND CMMRS NO RIMM UPON THE CERTIRCATE HOLDER,THS ¢ CMMFICA71E-DOES NOT AFFIFWATIVELY OR NMTIVE y AMEND, EXTEM OR ALIErR TtIE C0 AFFORDED 67 THE pIDUDES i' l=' Tt% CEir RCAT'OF INSIRANCE DOB NOt{211iE9TEttJTl:A= RACT BETWEEN THE ISSUJNG INSURER(S)• AUTHORIZED REPRESENTATIVE OR PRO-=ER,APIO THE CER"RCATE HOU3EM PWK RANT: a the CartifaCatp holder is an ADDMoNk 1:19LI 3ED,the policy(IegE moat tie en orscd. f UBMisAb IS WA1VfD,subject to Lee terms and carrditiorle of the pollcYt ourtain Power may reWbO an erWomentent. Adobartrerlt oalhig"rhocft does rtot confer rights Cp liRcate holdw in lieu of web eWor.cm Ze PRODUCER T United zneursnoe Agency, Inc. e 195 Main street 0 759-6595 (SOB] 759-3622 P.O. Box 1013 A Suzzarft SaY, MA 02532 AMOMpECM=kU NAIQO INSUR® - •• - vasuRc�ta Comlaeree prance Co Richard Higgins I I 25 S=mer St. 'n�IRel c Wareham, NA 02571 LI[IIIIVAER E: IMMI P: COVERAGES CIE RITICATENUMBER: REVISION NUMBER. THIS IS TO CERTIFY THAT THE POLICIea OF INSURANCE UMD,BELOW Wf E gEM IUD TO THE INSURED NAMED ABOVE FOfi THE POLICY PLOW INDICATM. NOTWITHSTANDING ANY REcXwer4ENT,TERM OR CONDITXSN OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHNCH THI5 CERTFICATE MAY BE ISSUED OR MAY PERTAN,THE INSURANCE AFFORDED BY TK POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND 71ONS OF SUCH POUCIM LIMR3 SHOWN MAY HAVE BegN REDIXED BY PAID CAll+AS,1 L TYPEOPINSURANCE POaCar rNmaim LN44 P pi GEi�FIRiAI.UviBtil'TY BG�sNi. a/s/1n B/e/ss Ts OCCURRENCE S 1.200,000 . caumE:RcraL GENEFaLLraswTr a CLANd-MADE Q OCCUR 41ED Eli ore ear) 6 PER80ML&ADV INJURY t 1. 0 OC O N .AQtiREGATE s n00 00 . QEiYLA('GRES+1TEt,1111TAPPLESPER 2-`�"---�-- POLICY i PAo LGC PRODUCTS.COW MP AGG s 2,000.()o AtJTOlADe1Lf IdABRtTY P �P V�M LEL AL O FS V 8OXY INJURY( feofy 5 AULTO�D AUTOS RP Oe HIREDAUMB NOMOWNED BDDll.Y1NJURY(r�er aeUeeadl 9 —Aims ere ER YDM%GE a s IJMERREILAUAB OAR 6aGNOCCURRENCE 5 EXC63SUAa CLAIIEHvADE AGOREQATE g DM— REMNIM-A g NORKBAND LOYO&LIABR N YIN WCC3005122812014A 7iLS/L4 ';Mlis g! vvCsras prrl_ AND ENIPLDYERS'LJAeWTY O1 R mx dEbslutE) LO�iF.71EG1TNE ►+rA E-L.M riCgCENT 500 000 (49nadadry In A61) fF d69URbB tl8r G.IyDI8EA9E-6aEf1IRLOY �QQ apQ RFP7IDN TIO 8heiow E. 6A5E•LyuclLMR o SQO 000 i DESCRIPTION DF OPE8IATONSr L0C1TIpN8�UEiCCIE$(A�dCDRD 107.Addleeeml Roaaeb 3Greddd�,({�q sppp ry�� Heatlag contractor Richard Higgins is included for coverag on the workers' Coaoensatiosa policy CERTIFICATE HOLDER CANCELLATION SHOYLDANY OP THE ABOVE DESMSE'D pOLICIES BE CANCELLED BEFORE THE EXF4RAT1ON DATE TwneoF, NOT= IMI.L W DEUVERHO Va 17art3'.n Ward ACCORDANCE W17H THE POLICY ppOVLWN$. 6 Old ft= Lane Sandw;Lc 1, M 02537 AU'WOF,=REPRESFMTAME r Kris Dexter 01EM8-21110 AC RRD CORPORATION. All rtghbs reserved. ACORD 2S(2010105) The ACORD name and logo are registered maths of ACORD Phone: Fax: (508) 660-3350 E-Mafl: � d CERTIFICATE OF LIABILITY INSURANCE GATE(MM DD YYYY) 06/30/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: PAUL SCHLEGEL SCHLEGEL INSURANCE BROKERS INC PHONE 508-771-8381 PAX 508-771-0663 AIC,No,E■t: IAIC,.No). 34 MAIN STREET ADDRESS: SCHLEGELINSURANCE@GMAIL.COM WEST YARMOUTH MA 02673 INSURERIS)AFFORDING COVERAGE NAIC0 w$URERA:AMGUARD INSURANCE COMPANY INSURED INSURERB:NGM INSURANCE Alan Pinho Dba Cape Island Drywall And Plastering INSURER C Po Box 2113 INSURER D INSURER E Hyannis, MA 02601 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED- TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES_LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLIO EFF POLIO XP LTR TYPE OF INSURANCE IN8R -WVD POLICY NUMBER (MMIDDM'Yl) (MMn)DIYYYV) LIMITS A GENERAL LIABILITY MPT784OR 04/17/201504/17/2016 EACH OCCURRENCE S 2,000,000 X COMMERCIAL GENERAL LIABILITY RTED— PREMISES(Ea occurrence) s 500,000 CLAIMSMADE 0 OCCUR - MED EXP Wy one Person) S 10,000 PERSONAL S ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENt AGGREGATE LIMIT APPLIES PER: PRODUCTS-comptoP AGG S 2,000,000 POLICY JECT LOC S AUTOMOBILE LIABILITY (Ea accitleN) S ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(PeraWtlent) $ NON-OWNED POP TY DAMAGE HIRED AUTOS AUTOS (Per accident) S S UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LUIB CLAIMS-MADE AGGREGATE S DED RETENTION S S A WORKERS COMPENSATION WC-1073023 11/22/201 11/22/2015 TORYTATU UMIT's ER AND EMPLOYERS'LIABILITY YIN -- ANY 1PROPRIETOR/PARTNERIE%ECUTIVE - E.L.EACH ACCIDENT $ SOU,OOO OFFICER/MEMBER EXCLUDED? ❑ NIA - (MandatorylnNH) E.L.DISEASE-EA EMPLOYEE S 100,000 It ya$,da"doe under DESCRIPTION OF OPERATIONS Detwr. E.L.DISEASE-POLICY LIMIT S_500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Anach ACORD 101,Additional Remarks Schedule,it more space i$required) ALAN PINHO HAS ELECTED TO NOT BE COVERED. UNDER HIS CURRENT WORKERS COMPENSATION POLICY CERTIFICATE HOLDER CANCELLATION DUNHILL COMPANIES PO BOX 381 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN OSTERVILLE MA 02655 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENT KOMENDAREALESDATE@GMAIL.COM (VVr.':,. 1988.2010 ACORD CORPORATION. All rights reserved. ACORD 2S(2010105) The ACORD name and logo are registered marks of -0, D I7/2/2015 9:12:05 AM PST (GMT-8) FROM: 100005-TO: 15084375851 Page: 2 of 2 ACORU� DATE(MWOO YYYY) CERTIFICATE OF LIABILITY INSURANCE 7/2/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER BRYDEN&SULLIVAN INS CONTACT NAME: , 88 FALMOUTH RD PHONE Fax HYANNIS, MA02601 Ea+aalC N°L Ext: ac NO` ADDRESS: INSURERS AFFORDING COVERAGE NAIC p INSURERA: Liberty Mutual Fire Insurance 23035 INSURED INSURERS: STEPHEN A LOPES DBA LSC INSURERC: 3 FLAX POND ROAD INSURERD: EAST FALMOUTH MA 02536 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: 25448218 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL SUBR POLICY EFF POLICY EXP LIMITS LTR I S POLICY NUMBER MM/DDIYYYY MM1DO/YYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR D A O RENTED-- ----- PREMISES E °r, nc $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY E ipERr-oT LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SING05I $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIMB OCCUR EACH OCCURRENCE $ [4EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ A WORKERS COMPENSATION WC2-31S-390258-014 411812014 4118/2015 37A7t1TE ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTNE Y/N E.L.EACH ACCIDENT $ 500000 OFFICER/MEMBER EXCLUDED? ❑Y NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ •500000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be allarrhed if more space Is required) ' Workers compensation insurance coverage applies only to the Workers compensation laws of the state of MA. THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR STEPHEN A LOPES This certificate cancels and supersedes all previously issued certificates,only as they relate to workers'compensation coverage CERTIFICATE HOLDER CANCELLATION NHILL COMPANIES SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE DU DU MAIN STREET THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 776 PO BOX 381 ACCORDANCE WITH THE POLICY PROVISIONS. OSTERVILLE MA 02655 AUTHORIZED REPRESENTATIVE Cr �rY,f Liberty Mutual Fire Insurance ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 25448218 2014-2015 Anne Chandler 7/2/2015 12:09:31 PM (EDT) Page 1 of 1 Ri htfax C1-1 7/9/2015 6:56:24 AM PAGE 2/002 Fax Server �' . DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE T. IFICATE 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 PRODUCER.AND THE CERTIFIC E HOLDER- IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to he terms and conditions of the policy,certain policies may require and endorsement A statement on this certificate does not confer rights to he certificate holder In Ileu of such endorsemen s. PRODUCER CONTACT NAME: PAUL PETERS AGENCY INC PHONE FAX 680 FALMOUTH ROAD (A/C,No,Ext): (A/C,No): E-MAIL MASHPEE,MA 02649 ADDRESS: 28LBR INSURERS)AFFORDING COVERAGE NAIC# INSURED INSURER A: ACE AMERICAN INSURANCE COMPANY TS REED INC DBA REED PLUMBING&HEATING INSURER B: INSURER C: INSURER D: 129 INDUSTRIAL DR UNIT 1 INSURER E: MASHPEE,MA 02649 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: HIS IFY 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 5 SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (N AMMYYYY) (MmoowYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE OCCUR. PREMISES(Ea occurrence) ED EXP(Any one person) $ ff PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PROJECT❑LOC PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ (Per accident) NON OWNED AUTOS PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB [71 OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND X WC STATUTORY OTHER EMPLOYER'S LIABILITY Y/N UMB756587-14 12/29/2014 12/29/2015 LIMITS ANY PROPERITOR/PARTNER/EXECUTIVE a WA E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICMONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION DUNHILL COMPANIES SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 182 OSTERVILLE/W.BARNSTABLE ROAD BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL B DELI V D IN ACCORDANCE WITH THE POLICY PROV OSTERVILLE,MA 02655 AUTHORIZED REPRESENTATIVE -2010 ACORD CORP ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988 R r ghts reserved. l _ IJUL/0 /2015/WED 11 :39 PaulPetersAgency FAX No, 15084776498 P, 001 REEDPHI OP ID:LT CERTIFICATE OF LIABILITY INSURANCE DATE 07/08/201 YY) O7lOBl2015 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 1NSURER(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 conditlons of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Paul Peters Insurance Agency PHONE- PAl( 680 Falmouth Rd. we 10: Mashpee,MA 02649- EMAIL John J.Lynch,IV AODR>res: INSUMR 5 AFFORDING COVERAGE NAIC 0 INSURER A:SAFETY INSURANCE COMPANY INSURED Reed Plumbing&Heating INSURER0: TS Reed Inc INSURER r: 129 Industrial Dr Unit 1 Mashpee,MA 02649 INSURER D: 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, rA POLICY EFF POLIC TYPEOFINSURANCE POLICYNUMBER M/DO/YYYY MMIDD/Y LIMITS dENERAI.IJA9IIJTYEACH OCCURRENCE $ 1,000,00X COMMERCUIL GENERAL LIABILITY PRwisEse $ 100,40 CLAIMS-ME IX OCCUR MED EXP(Arry one arson) $ 10,00 BMA0018480 12/19/2014 12/1912015 PERSONAL BADVINJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 P 0 U C Y 7 PR0. LOC $ AUYOMOBILO LIABILITY COMBINED SINGLE L M Ea acciden A ANY Aura 6229575 06/01/2016 05/01/2016 800I4Y INJURY(Per person) $ 11000,00 ALLOWNED SCHEDULED AUTOS X AUTOS BODILY INJURY(per accldent) $ 3,000,00 HIREDAUTOS NON-OWNEDU PER ACCIDENT) E $ 100�000 $ UMBRELLA LIAI OCCUR EACH OCCURRENCE $ EXCESS LUIB CLAIMS-MADE AGGREGATE $ OED RETENTION$ $ WORKERS COMPENSATION WC STATUV OE ANY EMPLOYER$'LIABILITYTORY LIMITS ANYPROPRIETORIP tdERfF�cECUitVE YEN CERTIFICATE ORDEREDFROglf E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUOF.O? N I A (Mandatory In NH) COMPANY E.L.DISWE-FA EMPLOYEE $ It a,describe under DESCRIPTION OF OPERATIONS belowI I E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional RaMeM Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION DUNHCO1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE DUNF(ILL COMPANIES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, 182 OSTERVILLE/W.BARNSTABLE ROAD AUT OiIZ114 REPRESS VfAftq OSTERVILLE,MA 02655 Jo n J.gynch, ©1988.2 0 A ORD CORPORATION. All rights reserved. ACORD 26(2010/06) The ACORD name and logo are registered marks of ACORD �__---_---- ,�a, �✓�at�ccc�ccoeCld� __. _._ Office of Consumer Affairs&Business Regulation License or registration valid for individui use only kjJ.— egiStration: ME IMPROVEMENT CONTRACTOR before the,xpiration date,.If found return to: j7538 Office o Co umer Affairs.and Business Regulation iration:=5128/.2017 Type: io. a PIa -Suife5i70 Corporation osZon, YA 2FF5 DUNHILL COMPANIES LTD ' CHARLES CROVO 45 HATHAWAY RD � OSTERVILLE,MA 026551 = — '`"' °t varrd bout signature Undersecretary e c ` ;.: ti uccinn Sun_r;Oko K-.'..�::r-�is�- ::sense:CSFA-071165 CHARLES R CRO_VO 45 HATH.AWAY Ri'a OSTERVELLE MA 02655 12/20/2015 •, �,. 'i,' MAP SCALE 1" = 500' r.. x„a y,. p� _• :• , 50 0 500 1000 ., LIMIT OF M'�ODERATE' FEET :�w.� • WAVE ACTION ""�� o Z• EA PANEL 0752J O • �* ,•,s ram, :� • Z, . • : FIRM FLOOD INSURANCE RATE MAP ;;,; •If BARNSTABLE COUNTY, a •tq� `, ZON 1y2 ® MASSACHUSETTS • • \ ,' ( a (ALLJURISDICTIONS) ZONE A � • \� (EL 11l • ��`;'• PANEL 752 OF 875 •-• • • ' :. 1- -. ... ,��ERC RN (SEE MAP INDEX FOR FIRM PANEL LAYOUT) • • •• PcngWICKS trrdz C' :: : '• � PEPPj16„p�NE CONTAINS a COMMUNITY NUMBER PANEL SUFFIX IV BARNSTABLE.TOWN OF 250001 0752 1 COTUI MASHPEE,TOWN OF 2500D9 0752 J t � • h.ra •- • I Z VE . •; •°• THIS MAP INCLUDES BOUNDARIES OF THE COASTAL BARRIER • +4�..�• . . . . . • G ® RESOURCES SYSTEM ESTABLISHED UNDER THE COASTAL 7 ♦ : •F• ♦ R. BARRIER RESOURCES ACT OF 1982 ANDrOR SUBSEQUENT •. ••• • r ENABLING LEGISLATION. B ' •• Q Notice to User: The Map Number shown below '•' • ,, • z; should be used when placing map orders: the at�y• " t` •` ` • ` G r Community Number shown above should be • • �� : ; , used on insurance applications for the subject 1990 • • • ° • community. ........ . . . . . a • : ! J tt R,,, MAP NUMBER l R lizze® ^r 25001CO752J • : • : : ' Z• A • ', EFFECTIVE DATE 4.•, ... (E 11 1�D t JULY 16,2014 ZONE AE JOINS PANEL 07 Federal Emergency '1lanagementAgency 3 000m (EL 11) 79 E This is an official copy of a portion of the above referenced Rood map. It was extracted using F-MIT On-Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title dock. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www msc fema gov J PROJECTt � NAME: �'r�� `t�ca., J►`I-� �� ADDRESS: PERMIT# O I .�1 PERMIT DATE: I M/P• LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program ,on: - BY: t ^✓ q/wpfiles/forms/archive t ti .. PROJECT _ DAME. . ADDRESS PERMIT# �ZD I H 67 f i PERMIT DATE:' l .� I '-1 c f rnuP• i LARGE ROLLED PUTS ARE IN: ROX �t SLOT" G Data entered in MAPS program on I BY: k C M , L k Y i q/wpfiIes/forms/archive'. The Green Cocoon EG0PKIEN PLY • INSULATIoN GENERAL CONTRACTOR: Charles Crovo/Gilbert Howell PROJECT ADDRESS: 160-Pe-ppercorn-1 RE C,_otuitplvI DATE(S) OF INSTALLATION:7/9-7/11, 7/23-7-275 8/16-8/17 (2018) ACHIEVED R-VALUES IN CONSTRUCTION: 1.Roof Slopes: 3" Demilec HFO closed cell foam R23 2.Roof Slopes: 5" Quik-Shield 108 Open Cell foam RI 3.All Exterior walls, sills and gables: 3" Demilec HFO closed cell foam R23 4.Crawlspace Walls: 2" Demilec HFO closed cell foam R14 5.Garage Ceiling. 8" Quik-Shield 108 Open Cell Foam R30 6. Garage Walls: R-19 unfaced Fiber Glass 7. Garage Walls: Certainteed Smart Membrane 8. Roof Slopes: DC315 Intumescent paint • i NOTE: All materials are installed per the manufacturers' specifications. HFO closed cell foam passes Appendix X for ignition barriers and is a class 1 ASTM E84 and can be left exposed to mechanical and ductwork. 1 I www.thegreencocoon.com 107 Elm St Salisbury, MA 01952 Mail: P.O. Box 566 Newburyport, MA 01952 978 462-0082 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 04 Map 0Parcel Application Arl! Health Division Date Issued 1Z I Conservation Division -51)Z J'a� 3 Z�I Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project eet ddre s `e 4� � L-ck Village5W Owner Address Telephone Permit Request 4-VJ M Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District K Flood Plain Groundwater Overlay Project Valuati .0" Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) o -, � Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kin'g's Highway: Odes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other . w r Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) =� ce ; Number of Baths: Full: existing new Half: existing i , ,new,: ' a M 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_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 'e{� (IWO Telephone Number cAddress License# d el 1'l Home Improvement Contractor# Email: Worker's Compensation # k ' AL NSTRUCTION BRI RESULTING F MRO CT WILL BE TAKEN TO IGNATURE DATE �� I FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED f MAP/PARCEL NO. ADDRESS °.Y VILLAGE E: OWNER DATE OF INSPECTION: r FOUNDATION:.. FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH r ' FINAL PLUMBING: ROUGH FINAL 4 GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The-Common.wealth-o,- Massachusetfs__ lopDepartment of IndustrialAccidents i Office of Investigations. 600 Washington Street Boston,MA 02111 www.mass.gn1d1a Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Businesslorgmizafion/Individual): Address: `72 ,/ City/State/Zip: �Z�ti��U v�..iV�;�— ' one Are you an employer?Check the.appropO!listed y Type of project(required): 1 ] I am a employer with a general contractor and I ' \ * hired the sub-contractors 6. ❑New construction employees (full and/or part-time). 2.❑ I am a sole proprietor or partner- on the attached sheet. 7. .❑Remodeling ship and have no employees. These sub-contractors have g. 24 olition working for.me in any capacity. employees and have workers' 9. Building addition [No workers'comp,insurance comp. in�rirance.$ required.] 5. ❑ We are a corporation and its 10.[1 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l 1.❑Plumbing repairs or additions myself. [No workers' comp, right of exemption per MOL 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no 13.❑ Other employees. [No workers' comp. insurance required.]. *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new,affidavit indicating such. Contractors that check this box must attached,an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins.Lic.#: i j kf 2c t,3 Expiration Date: at' �Ci/Y Job Site Address: 14 fi s City/State/Zip: 6557�t�.� 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 a the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the D for' e cov age v cation. 1-do hereby certi t pains ' d nalti f e the information provided above is true and correct �Si atuie-` Date: /2i ! Phone 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#: Dormati�o� Mstructip�r - -_ -- .f. Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this'statAe,.an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." " livid partnership,association,corporation or other legal entity,or any two or more Ye is defined.as an m ual,p p, An employ . of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the I receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling hoes having e ha ' 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,MC 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-contractor(s)name(s), addresses)and phone number(s)along with their certificate(s),of insurance. -Limited Liability Companies CLLC)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 Iadustrial.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 pennit/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 to any business or commercial venture (i.e.a dog license or permit to burn 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 Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext406 or 1-877-MASSAFE Fax#617-727-7749 evised 4-24-07 www.mass.gov/dia . Client#:15284 2DUNHII:tC0, ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 10/10/2013 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 pollcy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dowling 8r O'Neil PNHONE FAX Insurance A en A/C No Ext:508 77&1620 A/c No: 5087781218 973 lyannough Rd., PO Box 1990 RESS INSURER(S)AFFORDING COVERAGE NAIL# Hyannis,MA 02601 INSURER A:Associated Employers Insurance INSURED INSURER B: Dunhill Companies LTD INsuRERc: 776 Main Street Osterville,MA 02655 INSURER D 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 CONTRACTOR?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. WSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMODIYYYY) (AMTR= LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMES EaEaccisrpence $ CLAIMS-MADE DOCCUR , _ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN1 AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY j� LOC . .. AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea sodden) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OAUTOS PROPERTY DAMAGE $ HIRED AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LUlB CLAIMS-MADE _ - AGGREGATE $ DED I RETENTION$ A WORKERS COMPENSATION WC STATU OTH- AND EMPLOYERS•LIABILITY WCC50050101882013A 7/15/2013 07/15/2011 X , ANY PROPRIETOR(PARTNER/EXECUTNE YIN E.L_EACH ACCIDENT $5" . OOO OFFICER/MEMBEREXCLUDED? NIA If In NH)nd E.L.DISEASE-EA EMPLOYEE $500 000 I yesIPTIOdescribe OF O I EL.DISEASE-POLICY LIMB $5OO OOO DESCRIPTION OF OPERATIONS below i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101.Additional Remarks Schedule,if more space Is-T ired) Charles Crovo is excluded form the workers compensation policy. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. i CERTIFICATE HOLDER CANCELLATION i Paul Roiff SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION;"DATE THEREOF, NOTICE WILL BE DELIVERED IN 160 Peppercorn Lane ACCORDANCE WITH THE POLICY PROVISIONS. Cotuit,MA 02635 AUTHORIZED REPRESENTATIVE ©19$8-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD: #S118876/M118875 KKM I_ . 10/4/2013- 10:30:10 AM PST '(GMT-8) FROM: 100005-TO: 15085409074 Page: 2 of 4 CERTIFICATE OF LIABILITY INSURANCE 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 pol)cy(iss)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and-conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. Pmucai THE GETCHEL COMPANIES INS SERVICES INC CONTACT : 183 GREAT ROAD UNIT 15 PHONE PO:BOX 844 STOW, MA 01775 EMAIL ADDRESS: AFFORDM CO E NAIC a INSURER A: INR&H CONSTRUCTION INC INSURER -PO BOX 511 INSURERC: MARSTONS MILLS MA .02648 RISURERD: PISURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 17964853 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICYEFF POLICY EXP LTR POLICY NUMBER K, MMOVIYYYY) fMMDNYYY1 LIMITS GENERALLIABILnY - .. EACH OCCURRENCE $ E TO COMMERCIAL GENERAL LIABILITY PR�EMG aEx�a ice $ CLANS-MADED OCCUR 4 MED EXP(Any one Person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ POLICY JECT PRO LOC $ AUTOMOBILE LIABRHY a eM i $ . ANY AUTO BODILY INJURY(Per persan) $ ALL AUTOS OWNED AUTOS LED BODILY INJURY(Per ace*e ) $ HIREDAUTOS R AUTOSPPer �t $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE - AGGREGATE $ DED RETENTION$ $ $ COmPENBAun WC2-31S-39025613 452013 /152014 LA AN rn D EMPLOYERS'LIABILITY YIN OFFICERIMEMBEREXANY �CLIIDED7 EREXECUTWE NIA a E.L EACH ACCIDENT $ 50000 (Mandatory in NH) E.L DISEASE-EA EMPLOYEE $ If yes,desabe under 50000 DESCRIP71ON OF OPERATIONS bebw E.L DISEASE-POLICY LIMIT $ 50000 -T DESCWTION OF OPERATIONS I LOCATIONS t VERICLES(AUa5h ACORD 101,Addilionai Remarks Schedule,U mare space is required) Workers compensation insurance Coverage applies only to the workers compensation laws of the state of MA. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF fHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE DUNHILL COMPANIES THE EXPIRATION DATE .THEREOF, NOTICE WILL BE DELIVERED IN 776 MAIN STSREET ACCORDANCE WITH THE POLICY PROVISIONS. OSTERVILLE MA 02655 AUTHORIZED REPRESENTATIVE Jeff Eldrid e ` ®1988.2010 ACORD CORPORATION. All rights reserved.. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD CERF NO.: 1 .S 053 Oeb Derocheaant A01412013 10:21: 7 Pa 1 of T is certl Kate cancels an supersedes previously issued certificates, r Mass. Corpgrations, external master page Page I of 2 fi Wam Francis Galvin Secretary of the Commonwealth of Massachusetts HOME DIRECTIONS CONTACT US ISearch sec.state.ma.usSearch ...........- ................... .............-A Corporations Division Business Entity Summary ID Number:001035674 Request certificate- New search - Summary for: 40 CROSSWAY,LLC The exact name of the Domestic Limited Liability Company(LLC): 40 CROSSWAY, LLC Entity type: Domestic Limited Liability Company(LLC) Identification Number: 001035674 Date of Organization in Massachusetts: 09-03-2010 Last date certain: The location or address where the records are maintained(A PO box is not a valid location or address): Address: 40 SARGENT CROSSWAY City or town,State, Zip code,Country: BROOKLINE, MA 02445 USA The name and address of the Resident Agent: Name: PAUL ROIFF Address: 40 SARGENT CROSSWAY City or town, State, Zip code,Country: BROOKLINE, MA 02445 USA The name and business address of each Manager: i Title I Individual name I Address IMANAGER I PAUL ROIFF 140 SARGENT CROSSWAY BROOKLINE, MA 02445 In addition to the manager(s),the name and business address of the person(s)authorized to execute documents to be filed with the Corporations Division: Title Individual name Address SOC SIGNATORY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 SOC SIGNATORY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 USA The name and business address of the person(s)authorized to execute,acknowledge,deliver,and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address REAL PROPERTY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 REAL PROPERTY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 USA Consent r7l Confidential Data EE Merger Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report-Professional Articles of Entity Conversionti Certificate of Amendment View filings Comments or notes associated with this business entity: http://corp.sec.stat.e.ma.us/CorpWeb/CorpSearch/CorpSumm,gry.... 12/4/2013 I - im _. aft , foam timawr r WW- • QffiCe 5{f6-8b�'4�03� ... , • '..' . :. • ., Y... - . : • . •t. 'r i_ : _.. _�a� 50�-7�4�230' =+ ' • I +; behmK hereby ,lfi sII- �aela�tt►e try^evazkriitd°bg+ '.�Soal,t�nogp�at� �!' , .. � . 14 poolfeaces..a d T s..a e. re o i� it of � Ppkcmt'. Pools ate: dt to be filled. t u i =1 o e.fend isra ted aga is . �:�'peo�.s are rixzed�:�-a�epte�•' .. - �� . . '- •.. - WA ... a , . . 4 ' kt I Massachusetts -De Department ment of Public Safety Board of Building , Regulations and Standards Construction Supenisor License: CS-027018 ` LAWRENCE E CIjbVO - 45 HATHAWAY R D OSTERVILLE MA- C 0 5. 3 ommissioner Expiration 09/12/2015 f DUNHILL COMPANIES, LTD 13u��dE�� December 4,2013 To all concerned: It is the purpose of this letter to clearly identify Lawrence Crovo as an employee of Dunhill Companies. Lawrence has worked for the company for ten years and is in good standing. If there are any questions regarding Lawrence Crovo's employment history with Dunhill Companies please contact Ted Komenda at 508-420-9222. �s it,.,f,` Thank y fo y ur Charles R Crovo President Dunhill Companies I Oct. 9. 2013 11:31AM No. 8019 P. 1/1 • IVS74 One NSTAR Way ELECTRIC w"W0W.MAWChWft M9D GAS October 9, 2013 Paul Roiff 40 Crossway LLC 776 Main Street Osterville, MA 02625 RE: 160 Peppercorn Lane, Cotuft, MA 02635 Dear Paul Roiff: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of October 9, 201 ,the electric service to 160 Peppercorn Lane, Cotult, MA 02635,WO#01960756 has been removed. h } Based on this information, there is no electric power at this address and you may ? proceed with the demolition. If you have any questions, please contact me at(781) 441-3650. Sin rely, Susan Davis New Customer Connects 4 - national rid September 5, 2013 Attn: Kara Foley Re: 160 Peppercorn Ln, Cotult, MA. This letter is to notify you that after our investigation it has been determined that there is no gas being supplied to 160 Peppercorn Ln, Cotuit, MA. Diane Camara Gas Customer Fulfillment US National Grid f * aoFrHF. C�.atuff '49 txe PleirtrT co'TM . Pater PepaXtnIBxnf >' * P[RE DISTRICT* - 900 1926 4300 FALMOUTH ROAD, P.O. BO)0451 , �FD��Y19 COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 October 15. 2013 Mr. Paul Roiff 74 Clarendon Street Ste A Boston,MA 02116 Dear Mr.Roiff, The water was turned off at the street and the meter disconnected at 160 Peppercorn Lane in Cotuit on Wednesday, October 9, 013. Please call us the morning of the demolition at 508-428-2687 so w6can remove the remaining service connection materials. Sincerely, Christopher Wiseman Superintendent LibeltX The Ohio Casualty Insurance Company MUtUil 62 Maple Avenue, Keene, New Hampshire 03431 SURETY BOND Bond# 1�0/ P t/ �� sb,; KNOW ALL MEN BY THESE PRESENTS:That we Dunhill Companies LTD 766 Main Street Osterville MA 02655 street Address city State ZIP Code (Full Name[top tine]and Address[bottom line]of Principal) (hereinafter called the Principal)as Principal,and, The Ohio Casualty Insurance.Company with principal offices at Keene,New Hampshire(hereinafter called the Surety)as Surety,are held and firm Iybound unto Town of Barnstable, Building Department 200 Main Street Hyannis MA 02601 Street Address City State ZIP Code (Full Name[top Hue]and Address[bottom line]of Obligee) (hereinafter called the Obligee),in the penal sum of Four Hundred Dollars 00000000c (Dollars)$ 400.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about fo make application to the Obligee for a Permit for General Contracting at: 160 Peppercorn Lane,Cotuit, MA 02635 for a term beginning on 10/10/2013 and ending on* 10/10/2014 i� (*sri'ke out if license or permit is for an indefinite term) NOW,THEREFORE, if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit.is granted, or any lawful rules or regulations pertaining thereto,then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below;but if said license or permit was issued for a specific term,and is renewed for one or more specific terms,this bond will be extended to cover such additional�term(s)upon the execution by the Surety of a Continuation Certificate,provided such certificate is acceptable to the Obligee. in no event ,however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the pelial sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten (10)days in advance of its intention to do so. !4 SIGNED,SEALED AND DATED October IQ,2013 Dunhi nies'LTD �( r - ; By:�. e i6Ca alty Insurance Company V. { BY: , y Soute Attorney-in-Fact S-3853 License or Permit Bond (unnumbered) �' r RH CONSTRUCTION,f1VC. P.O. Box 511 [arsto�s Mills,MA 02648 flex &Fax or 508-540-9074 PROPOSAL' September 11,2013 - Lawrence Cmvo clo Dunhill Companies 19 VIA FACSDdff E: 508-420 2791 ==Proposal for: 160 Peppercorn Lane,Cotuit,MA n l Installvsd#fence;approximately450' .$ 1,500.00 (Note: If tay,stakes and silt fencing is required....$8.00&r foot) Demo:existing house, garage:and foundation (Haul C>&D debris to licensed facility)... $2b 000.00 Excavate and bacicfill for new house and garage.........$3,000.00 (Note:tIf foundation drainage is required,'or radon venting is requiid these will be charged as an extra=not included) Install=septic system as per plan dated 8/21/13..........$ 15;500.00 (If ground water is encountered and dewatering is needed this,will be charged as an extra) Install drainage as per plan,dated 8/21/13................$ 11,000.00- Relocon of water service into new house.........$6.00 per foot (At thotime of relocation,footage will be figured) '7r----- Total: $57 000.00 43;�Lo a t i goRAH notion is not responsible for any utilities not marked out by Dig Safe. If secondary marldng is needed this will be charged as an extra. At any time during excavation if rock(s)is encountered that is 2 cu yds or larger,job foreman will be notified. Time and materials for removal vd.11 be charged as an extra. Same disclaimer applies to any underground tanks/hazmat materials not defined on plan. R&H Constmkdon reserves all demolition and scrap rights. -WE PROPOSE hereby t4 furnish material and labor—complete in accordance with these specifications,for the sum o"fly Seven Thousand Dollars 00/100 t� 1.0 Payable as follows: Job:tg be Dig Safed and se uled upon receipt of signed proposal. Job to commence upon receipt of deposit($25, 00) Balance to be billed as line items are completed(NET 15 DAYS)with the exception of the septic line item,this requires a 50% deposit prior to installation. An material is guaranteed to be as specified=°;All work to be completed in a workmmiilce maimw according to standard practices. Any alterations or deviation from above spec ficahons involving extra costs will be executed only upon written onkm and will beoome an extra over and above the:estimate. All �e agreements contingent upon strr7ces,ac:ciderrts or delays beyond our control. Owner to carry fire,tornado or other neoess*insurance. Our workers are fully covered by Workmen's Compensation Insurance. AUTHORIZED SIGNATURE: NOTE: This proposal may be withdrtin by us i not accepted within 4�2 days. ACCEPTANCE OF PR SAL—7 e p' ifications and conditions are satisfactory and are Hereby accepted. You are authorized to do the work ed beade as outlined above. SIGNATURE Date " r TOWN OF BARNSTABLE Building Department - Foundation Permit Date // 7/t Permit # q07]� I Name Location '00w 4" Insp. of Bldgs. vLOO.-- 't TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION y Map- I Q3 -' Parcel Health Division r p �� 2Z l�z f Date Issued �� Z Conservation Division 9k Z2 ��y(� Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address �_ 0 AE Village 6,70.1:Owner -��U Address Iz/ C( am 3yn-r A Telephone Permit Request LZ Square feet: 1 st floor: existing YJ ®-proposed V-114 2nd floor: existing proposed Total new Zoning District LogkV Flood Plain Groundwater Overlay Project Valuation - 4413 tb,mConstruction Type L-S L-Int�!, Lot Size 2 • g y4e-�� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . Two Family ❑ Multi-Family(# units) Age of Existing Structure 'CSC. Historic House: ❑Yes EtlT6 On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout Other t,-S C-J Basement Finished Area(sq.ft.) aJ P Basement Unfinished Area(sq.ft) k u- Number of Baths: Full: existing 2—, 415 new Half: existing A new Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing new First Floor Rooms ount a ' 0 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ,Otherj� Central Air: s ❑ No Fireplaces: Existing _New t Existing wood je)�' I stove:Z Ye No: %0 a� Detached garageexisting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ ing ❑anew ze_ Attached garage:A existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: W. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes *lo I If yes, site plan review# p Current Use �bEsm j!r Proposed Use '�� =. k 4"( APPLICANT INFORMATION (BUILDER OR HOMEOWNER) `n Name � � ��-g Telephone Number L! Address � Of 37. License 5 "77f 1 ('0 U Sn—Oz- L� �`-�` Home Improvement Contractor# Worker's Compensation #50,C,5 i 2&bci)"Zq[2, ALL CON TRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r SIGNATURE j DATE 16 2_ FOR OFFICIAL USE ONLY APPLICATION# ~15ATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I > The Commonwealth of Massachusetts Department oflndustrial Accidents Office of Investigations: 600 Washington Street Boston, AM 02111 - www.mass.gav/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Pant Legibly Name(Business/oro niz tiomU&vidner :. (/6 Ice Address: _771� City/State/Zip: ,J- k-G Ph ne#: Are you an employer? Check the appropriat box: Type of project(required), l.❑ I am a employer with 4, a general contractor and I employees(full and/or part-time),* have hired the sub-contractors 6• El New construction 2.❑ I an a sole proprietor or partner- listed on the attached sheet. 7: ,0 Remodeling F shipand have no employees These sub-contractors have 8, []Demolition working for me in any capacity, employees and have workers'. [No workers' comp.instirance comp, iasuranceJ 9. []Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised their g pairs or additions 11. Plumbin re myself. [No workers' comp. right of exemption per MGL 12 Q Roof repairs insurance required]t c, 152, §1(4),and we have no employees. [No workers' I3.'Other comp.insurance required] *Any applicant that checks box 01 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 subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their work='-'romp,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: G Sid c Policy#or Self-ins.Lic.#: � � Expiration Date:. Job Site Address: Q S✓f�J�.M• l l.�e�J) PV- City/State/Zip Attach a copy of the work e ' compensation policy declaration page(showing the policy number and expiration date), Failure to secure coverage as required under Section 25A of MGL c. 1.52 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 �.Ido hereby cer ' under a and penalfi hat the information provided above is true and correct ature: D 1 Phone#: Official use only. -Do not write in this area,to be completed by city or town official City 'or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department.3. City/Town Clerk 4.Electrical Inspector, 5.Plumbing Inspector 6. Other Contuct Person: Phone#: i Client#:15284 2DUNHILLCO ACOR& CERTIFICATE OF LIABILITY INSURANCE- JDATE(MMIDDIYYYY) 1011/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement:A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil aCN o Et:508 775-1620 a No: 5087781218 Insurance Agency E-MAIL ADDRESS: 973 lyannough Rd., PO BOX 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:AmTrust E&S Insurance Service INSURED Dunhill Companies LTD INSURER B:Associated Employers Insurance 776 Main Street INSURER C: Osterville,MA 02655 INSURER D: 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 CONTRACTOR 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. LT R TYPE OF INSURANCE INSR WVD POLICY NUMBER MDLSUB M/DDI EFF POLICY EXP LIMITS LTR A GENERAL LIABILITY NES100415800 8/21/2012 08/2112013 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES F.occurrence $50000 CLAIMS-MADE F x1 OCCUR - MED EXP.(Any one person) s5,000 X BI/PDDed:1,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $1,000,000 POLICY JEa LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE-LIMIT Ea accident ANY AUTO BODILY INJURY(Per 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 CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WCC501088012012 D711512012 07/1512013 X WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? r N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500.000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Charles Crovo is excluded from the workers compensation policy. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION 40 Crossway LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 160 Peppercorn Lane ACCORDANCE WITH THE POLICY PROVISIONS. Cotuit,MA 02635 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. "ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S101927/M101926 LS1 AC40 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDONYM 10/18/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NOrah MC NAME: COrmiCk Waquoit Insurance Agency PHONE (508)540_1919 FAX No):(508)457-1269 516 Waquoit Highway E-MAIL nmccormick@mccormickinsurance.com ADDRESS: INSURE S AFFORDING COVERAGE NAIC q Waquoit MA 02536 INSURER ANorthern Assurance Co Of Amer. INSURED INSURER B Norfolk & Dedham Mutual 23965 Cape Marine Contracting, DBA: Thomas M Doyle INSURERC:The Hartford Underwriters Ins. P. 0. BOX 297 INSURER D: INSURER E: Forestdale MA 02644 INSURERF: COVERAGES CERTIFICATE NUMBERCL12101801621 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP TR TYPE OF INSURANCE POLICY NUMBER MMfDD/YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE To R ENTED PREMISES Ea occurrence $ 50,000 A CLAIMS-MADE Fx1 OCCUR NSJH52481 0/3/2012 0/3/2013 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 X POLICY JFCT PRO LOG $ 7 ` AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident B ANY AUTO BODILY INJURY(Per person) $ 20,000 ALL OWNED X SCHEDULED 91028040A /7/2012 /7/2013 BODILY INJURY( )acc Per accident) $ 40,000 AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS paraccident $ 100,000 Medical payments $ 5,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ C WORKERS COMPENSATION OWCRY STATrU OTH- AND EMPLOYERS'LIABILITY Y I N IT "MANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? N❑ N I A E.L.EACH ACCIDENT Is ZOOOOO (Mandatory In NH) 6S60UB5B40034912 /24/2012 /24/2013 E.L.DISEASE-EA EMPLOYE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) 160 peppercorn lane cotuit, ma CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE " THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN DUNHILL COMPANIES ACCORDANCE WITH THE POLICY PROVISIONS. 776 MAIN STREET OSTERVILLE, MA AUTHORIZED REPRESENTATIVE Norah Mccormick/NMC ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 r7ni nn.5i M Thra ad nion numn 2nrl Innn arc mniefornrl m2rlre of aRnon Massachusetts- Department of Public Sat'etv Board of Building- Re�-ulations and Standards Construction Supervisor License, One-and Two-Family Dwellings License: CS 71165 CHARLES R CROVO . 45 HATHAWAY RD OSTERVILLE, MA 02655 ,z Expiration: 1=0120121 (ununissimcr Tr#: '5542 J &� iG Office of Consumer Affairs&Business Regulation r HOME IMPROVEMENT CONTRACTOR l Registration 140459 Type: p' Expiration: 1bib'/2013 Individual CH LES R CROVO4 'O _ CHARLES CROVE�. !_ 776 MAIN STREET}•:`Kz _ OSTERVILLE,MA 02655 ` Undersecretary -�-_- t , . i + V License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston, 2116 , valid without signature 5 DUNHILL C-0lN PANIW, I XD Pier Contract " October 18, 2012 Crossway LLC 160 Peppercorn Way Cotuit, MA C/O Ted Komenda tkomenda@weichertdunhill.com Re: dock project at Dear Mr. Roiff: Enclosed please find a quote for the above referenced project. My cell is 508-989-5080 should you have any questions or concerns. Also, I can provide you with references or show you my work if you'd like. And you can visit my website capemarinecontracting.com to view my work and equipment. The float will be built using encapsulated floatation billets that have a 2" draft (before the ramp` is installed), so should satisfy the Army Corps' requirement concerning the distance between the float and the substrate. We use Thru-Flow grating over the marsh which is easy on the feet and to keep clean (I can provide you with a sample if you'd like). We drive our piles with a vibratory hammer. We don't jet the piles in, so they resist uplift by the ice. And all of our work is done in compliance with the Town's Order of Conditions: w Please don't hesitate to call with any questions or concerns. My cell is 508-989-5080. Thank you for the opportunity to bid upon your project. Kindest regards, Tom Doyle PROJECT- CROSSWAY LLC PIER PROJECT AT 160 PEPPERCORN ROAD, COTUI.T,.MA PER PLAN DATED SEPTEMBER 13, 2011 ITEM ONE: Construction/installation of 98' x 4' pier per referenced plan using: 12" diameter piles; 3"x8" yokes and cross braces: 2"x12" stringers; 2"x6" decking,(Thru Flow decking over marsh);. 2"x6" hand and mid rails; and galvanized bolts and hardware. ITEM TWO: Installation of a 4' x 14' timber ramp per plan. ITEM THREE: Construction/installation of a 8'x 20'float per plan using: 2" x 6" framing; 2" x 10" skirt; polyethylene floatation billets; 5/4"x 6"decking; galvanized bolts, cleats, and hardware, and rub rail. Installation of four 12' diameter float piles per plan. ITEM FOUR: Construction/installation of two sets of beach access stairs. ITEM FIVE: All work to be done per plan and in compliance with the Town of Barnstable. All lumber to be non-CCA pressure-treated (except piles and framing). All bolts and hardware to be hot ' dipped galvanized. Decking to be attached with stainless steel screws. All construction debris to be removed to an appropriate facility. ITEM SIX: Cost of above ITEMS includes all labor and materials. Cost is$41,910.00 with payments to be as follows: 1/3 (13,970.00) down; 1/3 ($13,970.00) upon installation of piles and framing: 1/6 ($6985.00) upon completion of pier.; and 1/6 ($6985.00) upon installation of float and ramp. Paul Roiff 4 roy ay LLC Date Charles Crovo 11 Dunhill Companies Date IThe Commonwealth of Massachusetts William Francis Galvin - Public Browse and Search Page 1 of 2 The Commonwealth of Massachusetts William Francis Galvin 1J Ulr s Secretary of the Commonwealth,Corporations Division One Ashburton Place, 17th floor Boston,MA 02108-1512 Telephone: (617)727-9640 40 CROSSWAY, LLC Summary Screen Help with this form ft ''Requesta'Gertificate The exact name of the Domestic Limited Liability Company(LLC): 40 CROSSWAY, LLC Entity Type: Domestic Limited Liability Company(LLC) Identification Number: 001035674 Date of Organization in Massachusetts: 09/03/2010 The location of its principal office: No. and Street: 40 SARGENT CROSSWAY City or Town: BROOKLINE State:MA Zip: 02445 Country: USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No. and Street: City or Town: State: Zip: Country: The name and address of the Resident Agent: Name: PAUL ROIFF No. and Street: 40 SARGENT CROSSWAY City or Town: BROOKLINE State: MA Zip: 02445 Country:USA The name and business address of each manager: Title Individual Name Address (no PO Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code MANAGER PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE,MA 02445 The name and business address of the person in addition to the manager,who is authorized to execute documents to be filed with the Corporations Division. Title Individual Name Address (no Po Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code SOC SIGNATORY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE,MA 02445 SOC SIGNATORY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE,MA 02445 USA The name and business address of the person(s)authorized to execute,acknowledge,deliver and record any recordable instrument purporting to affect an interest in real property Title Individual Name Address (no Po Box) http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 10/19/2012 The Commonwealth of Massachusetts William Francis Galvin- Public Browse and Search Page 2 of 2 ' First,Middle,Last,Suffix Address,City or Town,State,Zip Code REAL PROPERTY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE,MA 02445 REAL PROPERTY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE,MA 02445 USA Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership _ Resident Agent _ For Profit Merger Allowed Select a type of filing from below to view this business entity filings: ALL FILINGS Annual Report I Annual Report-Professionals Articles of Entity Conversion ,` Certificate of Amendment (� `,a View Fllings, , ;� 'v ew Searcph� ' Comments ©2001-2012 Commonwealth of Massachusetts CD All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 10/19/2012 77 �n S o� h PePpe�cor om Ra. g a q LOCUS / � LOT 22 �� w LOCUS MAP LC PLAN 16194—L �, tiQGi -00 T EXISTING pL14=0.0 DWELLING�60 --= LOT 35 - MH\N=2-6 LC PLAN 1619.4-0 LJ PARCEL ID: 004/010 PARCEL ID: 004/01-3 o HECKSCHER,. 300 VINEYARD NOWCHRISTaPHER CL 29TH FLOOR,., GREAT TR., ROSENTHAL, EAGLE CENTER PRUDENCE L. TRUSTEE 29 .HARBOR RD., HONG 2105 DEVONSHIRE RD. KONG. ANN ARBOR, M1 48104 k r .. 'Ore ..�. G 1.00 0 50 100 SCALE: 1 =100, ELEVATIONS ARE BASED ON MLW=0.0 PLANS ACCOMPANYING PETI'.nON OF L O SE-PL I O• I� 7 t 40 CI�OSSWAY,PLC cif Envd � �a , TO C0NSTR-UCT AND MAINTAIN A PIER GG. ON f'INQlJ C1��ET COVE husetN 1 Z� w: . a Ap A PROPOSED FLOAT (5' x 20') PROPOSED .RAMP 120 DIAMETER TIMBER PILE (TYP.) o�° sIle MLW 0.0 .. dow V. a e P�' SALT .MARSHAL - 't •`• FIBERGLASS GRATING GE�:. MAR SALT MARSH KAYAK r AL RACKSr'.� r _ KAYAK i SDF - RACKS AJ LIND AL AL - 4 34 PROPOSED: F` ACCESS STAIRS,- 'r' PROPOSED of ACCESS STAIRS ' - RAMPED BOARDWALK 20 0 Ill20 . 15334 by rtment.of E SCALE: 1�^20, PLANS .ACCOMPANYING PETITION OF OCT 12 2012 -- - - 4-0. PROSSWA-Y,-- PLC---- TO CONSTRUCT AND MAINTAIN A PIER DATE: SEPTEMBER 1.3, 2011 ON PINQUICKSET COVE - SHEET 2 OF 3 A.M, 1MLSON ASSOC:, INC.. COTUIT,. MA. . . JOB NO. 2.1651.1. Fib rrupuseu Murnp I erglass. Grating Proposed Pier (4 x 9Ef ) ( ). I 4' x 14° cn 3.5' o.C. r., o ° , ..c. 14 o. ; .14 o.c. 14 o.c: 14 o.c. 14 o.c. 14 b.c. 10 0.LD. f .z • - Deck EL-6 to pMHUV =2.3: --- - - = W ................ Ground ..... ............. Z. Proposed11 c� o _' Access Proposed .Fk Stairs (®' x 20') U! 12" .Diameter .Timber Pile (Typ) 4'° x 4 Post (Typ.) Driven to a Minimum' Depth of 15' or Refusal to a minimum . ! depth ,of 4' 4S.° 15 BEVEL (TYP) - 9 EL 9. ` PIER RAMP: PROFILE DETAIL ,(TYP.) 2"x6":.RAIL NOT TO SCALE ` 37 2"x6" RAIL I n r o z EL=6.9 2"x6' DECKING. :, O N�� a • ' SPACING):: z � v rn Md C 2"x12 JOISTS (' coo �. N KAYAK RACK . " 021,0 1 V �.�a= -n,P o ' 3 Xg .,YOKE .0 �3/,�" DIA' STAINLE 0 0-- STEEL BOLT (TYI �NzA MHW - 23 - ---= - =- x c_ —m1 D D� _o 0 3"x$" CROSS,=- W oa m =C� `! MLW 0.0 0. . o BRACING (TYP.). z . o rn . nQ 12" DIAMETER N .7t z - a TIMBER"PILE (TY _CALv , o - _CROSS—SECTION '(TYP.) DRIVEN TO A M' n' .0 w DEPTH- OF 15' C ` NOT: TO SCALE -� REFUSAL , L TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION v- Map Parcel 1 ) Application q c Health Division -- Date Issued �/ Conservation Division � Application F Planning Dept. Permit Feed Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis .Project Street Address Village 0JW Owner �� P_ Address ��o &A,Nc..� CL52o %r I/Irr Telephone Permit Request kA A W,(L ACAZd&L)n Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay r Project Valuation S4 ' onstruction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supiRol, ing do 'anent on. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: J)Yes� No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)� J s t, 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_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ,❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION _ (BUILDER°OR HOMEOWNER)-- Name 1l �a.►, � Telephone Number Jy� -IL � 2Z_Z � Address V - g� i License # CS+A 1 (L5 Home Improvement Contractor# 17 63t Email Worker's Compensation # wc-_,IO - -C} 66( $b 144 ALL CONSTRUCTION DE RIS ULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE / DATE /U e- !`� _s FOR OFFICIAL USE ONLY s- APPLICATION# DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE OWNER i 4 DATE OF INSPECTION: FOUNDATION FRAME r� INSULATION FIREPLACE y ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING As' f - y DATE CLOSED OUT ASSOCIATION PLAN NO. The.Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, ALL 02111 www.mass.gov/din Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Or niration/Individual): ,J; Sh IA- Address: yIP�C� P) : � i City/State/Zip: c-'j 01,&S�hone#: 5 0:Z Z.Z Are yo employer?Check the appropriate box Type of project(required): I. I am a employer with 4. a general contractor and I "IrA.employees(full and/or part-time).* ve hired the sub-contractors 6. constriction. 2.[-]'1 am a sole proprietor or adner- listed on the attached sheet .7 kemodeling = ship and have no.employees-. :_... These sub contractors have _ 8._[�.DemolitI I - - working for me in any capacity. employees and have workers' _ ._._ ___ [No workers'comp.insurance comp.insurance.# 9. 0 Building addition required.] 5. F�,We are a corporation and its 10:E]Electrical repairs or.additions 3.[] Lam a homeowner doing all work.:.. officers have exercised.their. 1 l.Q Plumbing repairs or additions. myself [No workers' comp. right of exemption per MGh 12.F1 Roof repairs: C.insurance required]t - 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 fi Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such $Contractor;that check this'box must attached an additional sheet showing the name of the sub-contactors and state whether or not those entities have employees. If the sub-contactors 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. F�ia,?? prod Policy#or Self ins Lic:#:I CLSc�ej_& � io l��-�r�i'y /� Expiration Date:' Job Site Address: CStylState/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 chminal penalties of a`. `fine up to$1,500.00.and/or one-year imprisomnent,.as well as civil penalties iz the form:of a STOP 0RK ORDER and a fine of up to$250.00'a da against:the violator..Be advised that a copy of this statement may be forwarded.to•the Office of Investigations of th DIA for insurance co,verage,verification I do hereby ce ° th airs perjury that the information provided above is true and correct Signature: Dater Phone#: 5Z6 A14 Official use only. Do-not write in this.area;to be completed by city or town official Issuing Autliority(circle one). 1.Board ofHealth 2.Building Department 3..City/Town Clerk -4._Electrical Inspector.'S..Plumbing Inspector 6-Other Contact Person: t Phone#: i af®r ao . and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.'• ' Pursuant to this statute,an emplayee is defined as"...every person in the service.of another under any contract of hire, express or implied, oral or written An eWloyer 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 ys persons to do maintenance,,construction or repair work on such dwelling house dwelling house of another who emplo 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 app&canf 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 insurance requirements of this chapter have been.preseated 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-contractor(s)nam.e(s), address tifi es)and phone number(s)along with their cercate(s)of insurance.. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the at, 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 PIease 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 pemuts or licenses. Anew 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 burn leaves,etc.)said person is.NOT required to complete this affidavit.. The Office of Investigations would hlc'e 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: ThG Commonwealth of Massachusetts - Department of Tndustdal Accidents Ogee of lavestigations 60.0 Washin ou Street Boston,MA 02111 T4,#617-727-49OG Wft 406 or 1-V7-MA�SSAFB Fax# 617-727-7749 Revised 4-24-07 vVWMas .�� fdia Client#: 15284 2DUNHILLCO ACOR®,. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 10/17/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT -Dowling 8 O'Neil NAME:a/c°NN :508 775-1620 FAX Insurance Agency E-MAIL ac,No: 5087781218 ADDRESS: 973 lyannough Rd., PO BOX 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:AmTrust E 8r S Insurance Service INSURED INSURER B:Associated Employers Insurance Dunhill Companies LTD INSURER C PO Box 381 Osterville,MA 02655 INSURER D: 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MM/DDNYM (MMIDDNYM LIMITS A GENERAL LIABILITY AES102737800 8/21/2014 08121/2015 EACH OCCURRENCE $1 OOO OOO pAMASE T RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $SO,000 CLAIMS-MADE FxI OCCUR MED EXP(Any one person) $5,000 X BI/PD Ded:1,000 PERSONAL&ADV INJURY $1,000 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $1,000,000 POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY P $ AUTOS AUTOS ( er accident) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per a.ident $ $ . UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ - $ B WORKERS COMPENSATION AND EMPLOYERS'LIABILITY WCC50050101882014A 7/15/2014 07115/2015 X I WC STATU- OTH- _ ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $5OO OOO OFFICER/MEMBER EXCLUDED? � N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $SOO,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Charles Crovo is excluded from the workers compensation policy. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Paul ROW SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 160 Peppercorn Lane ACCORDANCE WITH THE POLICY PROVISIONS. Cotuit,MA 02635 AUTHORIZED REPRESENTATIVE C C ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S139483/M139482 LS1 4 Q Massachusetts -Depairtmeri of P.uhiic Safeq Board of Building Reguiations and Standards Construction Supervisor 1 &2 Family License: CSFA-071165 CHARLES R CRQVO 45 HATRAWAY RD OSTERVILLE Na 02655;,:'-'2. _XYlr i0ri Commissioner 12/20/2015 bffce of Consumer Affairs&BiWness.Regutati0n License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before th piration:date. If found return to: e9istrati0n 175638 Type: Oi ce o Co Sumer Affairs and,Business Regulation a expiration: 5/28/2015 Corporation 10 ar Pl Suite.5170 os n, A 2116. DUNHILL COMPANIES LTD: CHARLES CRORO,11 45 HATHAWAY RD g Q OSTERVILLE,MA 02655 Undcrsecreta - n 1,o va hour signature i - _ I I J 1(. •. •;own.�,o�' AIM : . one P iy:Bg. 2UD: faiu:. property . A B, +der: h=eby autho ze �` .1 t.D act ara my b jii aII'xaafiess=Iadve t .' . Pool fcnces.azd Pob$� t' 14.f.tl�e ap�tlicant.• POPI - _ . .. _ . befa fence :sge aatrs ate.pexfo ed-jA&a"• ted. .. Za3 �e �' �Ied•ari�.a��:. tk ------------ - ... Natiie " f G O7pnDYS 0R .. Mass. Corporations, external master page Page 1 of 2 h J William Francis Galvin Corporations Division Business Entity Summary ID Number: 001035674 Request certificate New search Summary for: 40 CROSSWAY, LLC The exact name of the Domestic Limited Liability Company (LLC): 40 CROSSWAY, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 001035674 Date of Organization in Massachusetts: 09-03-2010 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 40 SARGENT CROSSWAY City or town, State, Zip code, BROOKLINE, MA 02445 USA Country: The name and address of the Resident Agent: Name: PAUL ROIFF Address: 40 SARGENT CROSSWAY City or town, State, Zip code, BROOKLINE, MA 02445 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address SOC SIGNATORY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 SOC SIGNATORY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 USA http://corp.sec.siate.ma.us/Corp Web/CorpSearch/CorpSummary.aspx?FEIN=00103 5674... 10/21/2014 Mass. Corporations, external master page Page 2 of 2 The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address REAL PROPERTY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 REAL PROPERTY PAUL ROIFF 40 SARGENT CROSSWAY BROOKLINE, MA 02445 USA ICI r Confidential r Merger Qj Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report - Professional Articles of Entity Conversion k Certificate of Amendment View filings t Comments or notes associated with this business entity: I New search r F i http://corp.sec.state.ma'.us/Corp Web/CorpSearch/CorpSummary.aspx?FEIN=00103 5674... 10/21/2014 I y Barnstable Bldg. Dept. t ` Approved by:_ Permit#: zi .— 3 E SMOKE DETECTORS REVIEWED B L UIL ING DEPT. DAT ®Cepydght 2015 Derek Rublee0,Arohiled FIRE DEPARTME DA BOTH SIGNATURESARE REQUIRED FOR PERMITING ARCHITECT: Derek RubinoK.AmM•ed 101 Leeell SL Wed Roxbury,MA 02132,3 135 Conlod:Derek RObf-ff,AlA LEED AP drub1no0aderekrubinclf—m ' - (017)504-2509 CLIENT' BUILDING DEPT APR 2 22019 TOWN OF BARNSTA gLE VS. i MECH. - DECK -- - asmuxo,0 sa 160 Peppercorn Lane LAV f�1 ® I woo �t / y► 1� II GARAGE - . BAT w - "� (L;F-j - BR F ST DECK �. -' FAMILY RM WINE H t D - LIVING RM DINING RM r I^ a -- ! ® LL- - ELEV. r2 MACHINE ------ ROOM _ II 8 II II 'I II 160 Peppercom.Ln, .. t:'j --� Barnstable,MA 02635 F — - --- ------ PROPOSED FIRST , ; LIBRARY KITCHEN LM FMYAEDVE -- -- ------- FLOOR PLAN I Y � -- choked By. Checker JebNo; 1655 I �d Al1 .0 in �° 1 Flrsl Floor c _ J r, l �I 1 f ri Z hAR C Copyright 2015 Derek Rubinofl,Architect ARCHITECT: Derek Rublaeff,Architect 101 L-3 SL Weal Roxbury.MA 02132-3135 Contact Derek Ru"InoQ AIR,LEED AP drublWr@derekrubineR.com (OM 604-2509 . CLIENT: HIS BATH HIS CL { a 2, Der. I 0—kadon a n� Q t• t -:.-� f I i I� ; I i� II i I 160 Peppercorn Lane BATH BEDROOM#2 BEDROOM#1 _ I STOR. BATH ® ® ---CIL -CL ------ ------------ f WN HER BATH DRESSING LAUNDRY CL__ GUE TSTOR.MECHI BED .11 BAT TOR. BATH 160 Peppercorn Ln, `.OPSN' a BE #3 l Barnstable,MA 02635 t I PROPOSED SECOND FLOOR PLAN s 4 Checked By: Checker Job No: 1655 N A1 . 1 w $ 1 Second Floor O RJ Farah Engineering,Inc STRUCTURAL ENGINEERS ADDRESS: NEW SINGLE FAMILY RESIDENCE v 60MENTVALE HAM. A021 SO SVTTE 201 STONEHAM,MA 02t80 T 617 645.0901 CLIENT: PAUL ROIFF HEATH PROPERTIES FOR : DEVELOPER: DUNHILL DEVELOPMENT 776 MAIN STREET OSTERVIUUE,MA 02655 DESIGNED BY: 160 PEPPERCORN LANE GOLD LEAF BUILDERS AND DESIGNERS PALM BEACH,FL COTUIT, MASSACHUSETTS Prepared for: SMOKE UETEE ED 1S PAUL ROIFF HEATH PROPERTIES B UILE DEVELOPER: DUNHILL DEVELOPMENT LU FIRE DEPARTEBOTHSIGN.AtURES ATTING 776 MAIN STREET Z OSTERVILLE1 MA 02655 - JZ <2. J uJ pF DESIGNED BY: 02 w� V) LLI W O GOLD LEAF BUILDERS AND DESIGNERS PALM BEACH, FL L INDEX OF DRAWINGS: L!J Z T000 COVER SHEET AND DRAWING INDEX TG000 SYMBOLS,ABBREVIATIONS AND GENERAL NOTES XXX SITE AND GRADING PLAN SITE MAP VICINITY MAP XXX FOUNDATION PLAN (EXISTING INCLUDED FOR REFERENCE ONLY) XXX BUILDING LOCATION PLAN(INCLUDED FOR REFERENCE ONLY) i ARCHITECTURAL: _ A1.0 FIRST FLOOR PLAN 7 r; N A1.1 SECOND FLOOR PLAN A1.2 ROOF PLAN A1.3 REFLECTED CEILING PLAN 160 PEPPERCO RN LANE Az.o NORTH ELEVATION aE OE C0.TDR A2.1 SOUTH ELEVATION DRAWING ISSUE: FOR PERMIT : A2.2 EAST AND WEST ELEVATIONSts I5G 5 A3.0 BUILDING SECTIONS EU Q y —s A31 BUILDING SECTIONS A4.0 INTERIOR ELEVATIONS A4.1 INTERIOR ELEVATIONS w1 cti3 N Y A5.0 DOOR,WINDOW,TRIM SCHEDULES AND DETAILS RI ti 160 Peppercom Ln ��'- � �� STRUCTURAL: p S000 STRUCTURAL NOTES AND TYPICAL DETAILS S�! PeppercornS001 SCHEDULES AND TYPICAL DETAILS t Th of S002 SCHEDULES AND TYPICAL DETAILS DRAwN BY: CHECKED BY: TvG S003 TYPICAL DETAILS AND SECTIONS Z/ PROJECT NUM8ER: R14144 S004 TYPICAL DETAILS AND SECTIONS S100A EXISTING/NEW FOUNDATION PLAN S1006 EXISTING/NEW FOUNDATION PLAN ,,..�. S101A FIRST FLOOR FRAMING PLAN S101B FIRST FLOOR FRAMING PLAN COVER SHEET, S102A SECOND FLOOR FRAMING PLAN DRAWING INDEX S102B SECOND FLOOR FRAMING PLAN S103A CEILING FRAMING PLAN S103B CEILING FRAMING PLAN R.,..., S104A ROOF FRAMING PLAN T000 S104B ROOF FRAMING PLAN I RJ Farah Engineering,Inc STRUCTURAL ENGINEERS ADDRESS: 80 MONTVALE AVENUE SUITE 201 STONEHAM,MA 02180 T 617.645.0901 LIST OF ABBREVIATIONS: KEY SYMBOLS CLIENT: PAUL ROIFF ADA AMERICANS WITH DISABILITIES ACT MTD. MOUNTED _ HEATH PROPERTIES MAAB MASSACHUSETTS ARCHITECTURAL N. NORTH DEVELOPER: ACCESS BOARD N.I.C. NOT IN CONTRACT PROJECT NORTH DUNHILL DEVELOPMENT A.C.T. ACOUSTICAL CEILING TILE x NO. NUMBER xX � DETAIL KEY � 776 MAIN STREET A.D. AREA DRAIN NOM. NOMINAL DESIGNED B: 02655 MAGNETIC NORTH DESIGNED BY: N.T.S. NOT A SCALE ADJ. ADJUSTABLE GOLD LEAF BUILDERS AND DESIGNER A.F.F. ABOVE FLOOR FINISH OA. OVERALL PALM BEACH,FL AGGR. AGGREGATE x O.C. ON CENTER SECTION KEY APPROX. APPROXIMATELY O.D. OUTSIDE DIAMETER ARCH. ARCHITECTURAL OFF. OFFICE ARCHT. ARCHITECT OP ASSIST. ASSISTANT DPPP.. OPENING OPPOSITE � go-.• ELEVATION KEY BD. BOARD FCC. PRECAST CONCRETE BLDG. BUILDING BLK. BLACK PLYWD. PLYWOOD P.M. PATCH&MATCH BLJCG. BLOCKING X le>x INTERIOR ELEVATION KEY BOT. BOTTOM DISTURBED AREAS -•'s CL. CENTER LINE PMJ. PRE-MOLDED JOINT FILLER x CLG. CEILING PR. PAIR CLKG. CAULKING PT. PRESSURE TREATED DRAWING TITLE CL. CLOSET PNT. PAINT CLR. CLEAR PV. PLUMBING VENT C.M.U. CONCRETE MASONRY UNIT R. RISER DOOR SCHEDULE KEY`�•�• } CONF. CONFERENCE RAD. RADIATOR J LU COL. COLUMN RECEP. RECEPTACAL z CONSTRUCTION/MATERIAL NOTE THAT HAS BEEN KEYED CONC. CONCRETE REF. REFERENCE TO DRAWING FOR CLARIFICATION W CONN. CONNECTION REINF. REINFORCED LL V z Q C.T. CONTINUOUS REQ'D. REQUIRED W Z 0n TYPICAL CONSTRUCTION LI J U C.T. CERAMIC TILE RM. ROOM ASSEMBLY —j Cr H DEMO. DEMOLITION R.O. ROUGH OPENING - n D.H. DOUBLE HUNG WINDOW R.V. ROOF VENT Z W W L) DIM. DIMENSION S. SOUTH Q- DIN. DINNING SCHED. SCHEDULE C) DIR. DIRECTOR SECT. SECTION GENERAL NOTES L,, DR. DOOR SGT. STRUCTURAL GLAZED TILE Z DTL. DETAIL SHT. SHEET 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE,AND ALL 14. CONTRACTOR SHALL PROVIDE AND INSTALL SOLID BLOCKING AT ALL E. EAST SIM. SIMILAR REGULATIONS AND ORDINANCES OF THE VILLAGE OF COTUIT IN THE TOWN OF LOCATIONS REQUIRING SUPPORT FOR FIXTURES,EQUIPMENT BARNSTABLE,MA. ACCESSORIES SOFFITS,DRYWALL INTERIOR CORNERS,AND SIMILIAR EXT. EXTERIOR SL. SEALANT LOCATIONS WHETHER SO NOTED OR NOT. EXIST/EX EXISTING SOG. SLAB ON GRADE 2. FOR PURPOSES OF THIS CONTRACT THE TERM GENERAL CONTRACTOR 15. CONTRACTOR SHALL EVALUATE ALL OF THE DRAWINGS TO DETERMINE A FULL SCOPE AND CONTRACTOR SHALL BE INTERCHANGEABLE. OF WORK FOR BLOCKING FOR A COMPLETE JOB. ETR EXISTING TO REMAIN SPEC. SPECIFICATION 3. UNDERNOCIRCUMSTANCES SHALL THE CONTRACTORSSCALE THE DRAWINGS 14. PROVIDE FLASHING AT ALL WINDOW AND DOOR HEADS AND ALL DECK LEDGERS,AND F.D. FLOOR DRAIN SQ. SQUARE DIRECTLY OFF THE PRINTS TO CONSTRUCT THE WORK ROOFING INTERSECTIONS AND PENETRATIONS. FIN. FINISHED SSM. SOLID SURFACE MATERIAL 4. UNLESS OTHERWISE NOTED ALL PARTITIONS SHALL BE TYPE_SEE SHEET. 15. ALL FLASHING TO BE 1602.ZINC COATED COPPER. FIXT. FIXTURE SST. STAINLESS STEEL 5. DIMENSIONS: 16. ALL G UTTERS AND DOWNSPOUTS TO BE RED COPPER,PORFILE TO BE SELECTED BY FL./FLR. FLOOR STD. STANDARD ARCHITECT EXTERIOR DIMENSIONS :ARE TO FACE OF FOUNDATION UNLESS OTHERWISE NOTED. FR. FIRE RATING STL. - STEEL 17. FLOOD VENTS:FLOOD VENTS ARE TO BE B"X16""SMART VENT"MODEL#1540510,ALL INTERIOR DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED FLOOD VENTS TO BE INSTALLED @9-FROM TOP OF EXISTING FOUNDATION.MODIFY FIRM. FRAME STOR. STORAGE EXISTING FOUNDATION WALLS AS REQ'D TO INSTALL FLOOD VENT IN LOCATION EXTERIOROPENINGS :ARE TO CENTERLINE UNLESS OTHERWISE NOTED INDICATED.FILL INTERIOR OF FOUNDATION CRAWL SPACE(SEE STRUC),TO MIN V-0- FSB FILED SUB-BID STRL. STRUCTURAL BELOW SILL OF FLOOD VENT.FLOOD VENT IS RATED AND CERTIFIED TO COVER 200 SF G.T. GLAZE TILE SUSP. SUSPENDED NOTED DIMENSIONS: SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. BLDG FOOTPRINT PER VENT.APPLICABLE BLDG FOOTPRINT IS 3,350 Sf.3,350/200=17 VENTS REQ'D. in GL. GLASS SW. SWITCH 6. WHERE CONFLICTING NOTES EXIST ON DRAWINGS OF DIFFERENT SCALES THE MTE LYSCIlmm CONTRACTOR SHALL ASSUME NOTES ON THE LARGER SCALE DRAWING TO BE 18. CONCRETE FOUNDATION IS EXISTING AS SHOWN ON FOUNDATION'PLAN GC GENERAL CONTRACTOR SYM, SYMMETRICAL CORRECT. INCLUDED HEREIN AS PREPARED BY F.D.CIAMBREILLO ARCHITECTURAL DESIGN, DRAWING ISSUE: FOR PERMIT DATED 10.19.14.EXISTING FOUNDATION TO BE MODIFIED AS REQUIRED TO IG INSULATED GLASS THK. THICK 7. INSULATION: ACCOMMODATE DRAWINGS PREPARED BY R.I.FARAH ENGINEERING,INC. ISSUED JUNE 2015 KIT. KITCHEN TME. TO MATCH EXISTING MODIFIED URETHANE FOAM-IN-PLACE INSULATION(ICYNENE OR APPROVED EQUAL) L. LENGTH TOS TOP OF STEEL MAYBE USED IN LIEU OF FIBERGLASS BATT INSULATION WHERE FIBERGLASS 19. DECORATIVE BRACKETS AT SOFFITS ARE 18"X 22"ROUGH SAWN RED CEDAR RUSTIC INSULATION IS NOTED ON THE DRAWINGS.PROVIDE EQUAL R VALUE. BRACKETS STYLE"WESTLAKE"AS MANUFACTURED BY EKENAMILLWORK CLARKSVILL L.G.M. LIGHT GAUGE METAL FRAMING TYR TYPICAL TX AND DISTRIBUTED BY THE ARCHITECTURAL DEPOT ALLEXTERIORWALLS: SHALL BE INSULATEDTO MIN R=21 FOR Y,"STUDWALL, (WWW.ARCHITECTURALDEPOT.COM)MODEL RBRC04Xl8X22WTLOORWR LT. LIGHT UNO. UNLESS OTHERWISE NOTED WHErtaEliT6FfOTEDOR NOT. 20. ALL NEW WI NDOWS AND EXTERIOR DOORS WITH GLAZING SHALL BE DOUBLE GLAZED. LW. LIGHTWEIGHT V.B. VINYL BOARD ALL ROOF INSULATION: SHALL BE MIN R=38 MIN WHETHER SO NOTED OR NOT. ALL NEW WINDOWS SHALL BE ENERGY STAR RATED AND MEET THE MASS STATE HGT. HEIGHT VCT. VINYL COMPOSITION TILE BUILDING REQUIREMENTS FOR COASTAL LOCATIONS, 8. WHERE EVER A SKIM COAT GYP VENEER IS NOTED CONTRACTOR MAY SUBSTITUTE A HP. HANDICAP VERT. VERTICAL 3-COAT TAPED GYP BOARD JOINT FINISHING SYSTEM. 21. ELEVATOR:ELEVATOR PLAN AND HOISTWAY LAYOUT IS BASED ON,750 IRS B HTO H.P. HIGH PAINT VEST. VESTIBULE 9. K I CANT LEVERED ROPED HYDRAU UC"CANTON"RESIDENTIAL ELEVATOR.DISTRIBUTED TCHEN LAYOUTS SHOWN ARE GENERAL IN NATURE,THE OWNER SHALL PROVIDE BY DELTA BECKWITH(OTIS)ELEVATOR.CLEAR HOISTWAY DIMENSIONS ARE N-1-X Jy HSG. HOUSING V.LF. VERIFY IN FIELD DETAILED KITCHEN LAYOUTS FOR CONSTRUCTION. 5'_5W. MAS. MASONRY W. WEST 10. ALL HANDRAILS AND GUARDRAILS SHALL MEET THE LATEST EDITION OF THE MASS STATE BUILDING CODE. MAX. MAXIMUM W/ WITH 31. ALL NON-FACTORY FINISHED SURFACES WITH IN THE PROJECT LIMIT SHALL RECEIVE , MECH. MECHANICAL WE). WOOD (1)COAT OF PRIMER AND COATS OF FINISH PAINT WHETHER SO NOTED OR NOT. CHEF UNLESS FINISH IS SCHEDULED OTHERWISE IN THESE DOCUMENTS.ALL COLORS AND PROJECTNLIMBER: R14146 MOO. MEDIUM DENSITY OVERLAY WIN. WINDOW FINISHES SHALL REAPPROVED BYTHE OWNER PRIORTO INSTALLATION IN THE MTL. METAL WT. WEIGHT WORK. ' MFG. MANUFACTURER 12. AT ALL TILED WALLS AND FLOORS USE M"CEMENTBOARD(-DUROCK-OR ZCC ZINC COATED COPPER APPROVED EQUAL)AS TILE BACKER INSTALLED ON VAPOR BARRIER AND ACCORDING MIN. MINIMUM & ,AND TO MANUFACTURE'S INSTRUCTIONS ER Tm MIR. MIRROR @ AT 13. PROVIDE SMOKE AND C09D ECTORS AS REQU IRED BY THE LATEST EDIT ON OF THE MASSACHUSETTS STATE BUILDING CODE. SYMBOLS, MISC. MISCELLANEOUS III POUND OR NUMBER MNG. MANAGER ABBREVIATIONS M.O. MASONRY OPENING AND GENERAL NOTES TG000 SCHEDULE OF ELEVATIONS -- LOCUS INFORMATION GENERAL NOTES P1CtF TOP OF FwNDA JIM A I C CURRENT OWNER: 1. THIS OF THE SEWAGE DIISPOSAL FACUTIE4M-4"IN ONLY INTENDED FOR THE DESON AND CONSTRLCTON•"INVERT AT BUIIDiNG 11 v B � 40 CROSSWAY,LLC4•INVERT AT SPTIC TANK(OU LIM C / TITLE REFERENCE: CTF. 193463 z ALL CONSTRUCTION METH00S AND MATERIALS SHALL CONFORM TpJ10 CMR 15000 AND BARNSTABLE BOARD OF HEALTH REGULATIONSC INwRr AT SEPTIC YANK(WTI) 10.84 D � IPUN REFERENCE: 16184 O,L M4-INVERT AT D-BOX(OUIN) _8;Z2, E \ i 11542-5 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WA1 a LOCATED 4'INVENT AT 0-BOX(auT) 9.6C F PINQUICKSET COVE ASSESSORS MAP: 004WITHIN tso FEET ac THE PROPOSED LEAGnNo FAauTr. ELEVATIONS AT LEACHING FACUTY: PARCEL• Ott 4. IFRO'DMG IS SPECIFIED.REMOVE ALL TOPSOIL SUBS0.AND n�' OTHER UNSUITABLE MATEIAL&4"NV.AT LFAONIFIG ONAMBFRS �,yQ G (BRKOUT t0.S0) IZONING DISTRICT: RF UND BOTTOM°`LEACHINGLEACHING CHAMBERS '� " SETBACKS: FRONT/ I d SIDE S IF AN OWDIM IS SPEWEED-RD-AM ALL EXCAVATED MATERIALS LOCUS MAP II LIMIT OF EXCAVATKN MATH CLEAN GRAN"SAND. ESTIMATED SEASONAL HIGH GROUNDWATER 1,5Q J NITN THE/ I! REAR - I TURES LAYERS YERSw#1 5 FREE FROM ORGANIC uATERIAL AND DIEUETRIDUS SUBSTANCES. NOT TO SCALE DIFFERENT CLASSES OF SOIL SHALL NOT MINIMUM LOT SIZE; 87,1205.F.(2 ACRES) BE USE" FILL SNP HOT CONTAIN ANY MATERIAL LARGER THAN 2 i �, l EXISTING TOTAL LOT AREA: 2.943 ACRES INCHES A SEW ANALYSIS USING A µSIEVE SHALL UBE p COMBINED�C�OgTS Wn7 _ --... •\ \ ` \ .•l NITROGEN SENSITIVE B�IFD MAY ABE RETAINED ON THE SAMPLETIVE 4 �VE SUCHANALYSES . .FH• \ �.�' \ L _ \\ `1l ZONE:. NOT A ZONE II(STATE)AP(TOWN) MUST DEMONSTRATEµ�xa \e �(2. WTna �W n� \'.� \ D"ttLV.6eNNG� ED�� FEMA FLOOD FOLLDMINC SEC FCADONSTHE MATERIAL MEETS uON OF THE s } 127,6B2t S.F 943A i " ``ll CCNC.BOUND •[1 Y' - /- ;. - `s\ >•\ \� - PIER.RAMP 01:30 PM ONTING HIGH TIDE "9/19/201J ZONE DISTRICT. A-13.EL-12 `�.rER�"cRauN FOUND R HELD \ W/IY,% \ \ &FLOAT DEV 2.4 NCVD B / t00X MUST PASS/t SIEVE C R. WmA' \ `/e/ I, .�.\\ PANEDATEL 7/250001 00 D ASSSS 050 SIEVE SIEVE J 4•0 \ , 0-SX MUST A DO 9oEddlONA �. , ✓ \ ��h Wf►I7'•. .., . . OVERLAY DISTRIC75: ESTUARINE DISTRICT 22 MUST PASS/200 SIEVE �. WF - J .TOP•OF•;SECOCI BANK p WOODEN TMSTERLr SECTION APPROVED BY...• •• > •• N.H,EBP: 6:•• EIOSTHNC uTtuTES WHERE SHOWN ON THE PLANS ARE A`� 11 E BARNSTABLE CONSERVATION THE ENGT1UrU GOES NOT APPROXIMATE /0 '. �• OM-1 �o\ \\�.`., F. `.�� COMMISSION IN 2011 GUARANTEE 1/1ElR ACCURACY ON TUT win �1(7y4R� ALL"SURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL Wm / ' \Af _ \\ VERIFY THE SZE.LOCATION AND ELEVATION OF INVERTS OF WT'iI/Pt =\ ---�I d}•�\ s' -T \ _ THE AND STRUCTURES,W1nIN THE UNIT OF WORK•PRIOR To BRUN G.YERGATUW DATE GONG BOUND \ - ��- - \ :•,� e�41.\.. \ Will, _ `-0 � _��` // THE START OF CONSTRUCTION. W ANY DISCREPANCIES ARE PROFESSIONAL ENGINEER FOUND 3 HELD W 1. ��.... 1 - /. Wi DISCOVERED OR FIELD CHANGES RECURRED.THE CONTRACTOR SHALL - \ - -_ ` / n NOTIFY THE ENGINEER IMMEDIATELY. )OILto/ \I POOL \ �\ � •�'�\j�� - ` -/_.--_/// -'�-. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR pROPFALr N 1/ - 'V4DWno 1 / WAS -z� ` � / 'C // COORONAMNC THE PROPOSED CO/STIMTICN ACTIVITIES WITH G� OC S1f[AND 111E APPLICABLE V1UTY COYPANIE3,AND STALL ,W� WF�- _ / / / COMPLETE THE PROPOSED WORK WITHOUT ANY NTERRVPTONS IN SER�O 6 SEPTIC SYSTEM �? \� ._ -_- - Win_ UPGRADE I'. \PROPOSED .r` �... _��... W^ i/ y/ 6. CONTRACTOR.IS REQUIRED TO NOTIFY OC-SAFE,PER MASS OF ENTS) TUTE CHAPTER 8Z SECTION 40 4-BEDROOM 8 \ 1 \ RESTRICTED A�REAA 8ASED-ONE \ OFA72 NOV"PRIOR ro ME START(OF CONSTRUCTION.11-888-344-7233)A MINIMUM FTOF 16� ^•� �� \ '`5 2011 ENFORCEIENt ORDER^ \ \ _ j Q/ / 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE 160 PEPPERCORN LANE YHA LEACHING.FIBMIJS /V 70 1\ \ \ INSTAIi(2)CONCRETE \ / ,cqA/ OK"DER- INSTALLATION Olt USE OF A GARBAGE GRINDER AT THIS / L Ct2u)IG FlWIN�RE'�E n d �\ \ -iFA PITS INSIDE-A" ...� - / fy/ / PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4}INSTALL IN LEACH PITS INS DE A _ �, mXLT-s'R7NG \ `.- - -T-E -F• 15'AB•STONE BED 7b} 1.tJS., .� ` B \ CO L UI E PUDISPOSE MP DRY.CRUSH AND ° ( <J, I® \ : NEW -"0 �- ~/ pHN6 MASSACHUSETTS .. PIPE LOCATION IN ACCORDANCE WITH ITTLTIC ICA""V `b• - 1`2\�-\ ^o. MAl[Rl�,$TORAGE -\�T _\ / j (BARNSTABLE COUNTY) 1.30E GutON ...\�TXNSTRUCEDGE sET>rtc YANK �*s• `� ST N�AALL CONCRFIELDEi �� n.s\ s�o�YTP- � S3.s__2st• ' / - `rye/zy/aoN3 SITE PLAN LEACH PIT INSIDE AN SYSTEM PROFILE e'Xe•STONE BEDNOT M SURE DESIGN CALCULATIONS 4•SON.40 PVC RESERVE AREA �- ' ` / �ar SETE, ro CO-" ,L BANK�� a-A Fr. 3ss.12a3' I .. �: I °� SEPTEMBER 24,2013 TOP FOUNDATION C I - FIRST PIPE LENGTH 500 GAL CON- o TP-3 8ti leJ „ �\\�. , \ I DESIGN FLOW -TIES 40 SON.T. PVC TO FOR MIN.Y SET LL� LEACHING C�) TP 1 M1•hM1� �, :kl �. ' 4 BEDROOMS O 110 GPD/BEDROOM = 440 GPD S-0.02 R FlNISH GRADE \\ \'-CWS7ER ♦ I R O IRm ccvn:TANK 4•SON.40 PVC EL-11.1-11.4CA 5'OVERDO AND REMO VAL. \` \ BAD / / 440 GPD X 2007E = 860 GALLONS LEACHING CHAMBER OF UNSUITABLE MATERMIs BpNCHMARK, ALL w< , a � s USE 1,500 GALLON SEPTIC TANK c o o TOP caHNC IXANO ,, UHEt .� y SPACE I- 1-0 e c �IMPE IMPERMEABLE EL ta44 (ELEV.5.5-tob) EXISTINGWATER - � \ ` U 4�>j� '}• SIZE OF SEABED LEARNT - F c-1 m NO. DATE DESC. I-C 1 IK N e G o vLINER TO OWELUNG .. D-BOUTLET H 20 .a\�.\ \ ` ` ° �,b ©G TERM APP RATE-- 0.74DESIGN PERC. RATE: <2 MIN/INCH GPD/SF S•SEPARATION �'•', � � 14 ,,30E GAL SEPTIC TANK � J � s-;;;\�l�\•,` l� � N 440 GPO a 0.74 GPD/SF 595 SF GENERAL NOTES ` �`• EST.HIGH GROUNDWATER ` .. - 512E OF Ii1CHING FA JLm pROVIOED MAGNETIC RFFNECTYE TAPE STALL GE PROVIDED M THE TRENCH OVER ALL PVC PINING I. THE LOCATION OF THE EXISTING SEPTIC SYSTEM IS \ USE (3) 500 GALLON CONCRETE LEACHING CHAMBERS IN APPROXIMATE THE E STEMWITH WAS INSTALLED 229 IN u �� \_ y TRENCH CONFIGURATION WITH 4' STONE SURROUNDING. xocG N ACCORDANCE MNN PERMIT NO.229. � •ti �-� z THE FERIA VELOCITY ZONE LINE.SHOWN HEREON, BOTTOM AREAL' 33.5' X 12.83' = 429.8 S.F. WAS TAKEN FROM FEMA FLOOD MAPS DATED AULY 2.1992 ,\\\�.� SIOEWALL AREA: 2 X (2 X (33.5' ♦ 12.83')) = 185.3 S.F. -'�\ EFFECTIVE LEACHING AREA = 615.1 S.F. SOIL TEST PIT DATA P#14090 } , 615.1 S.F. X 0.74 GPD/S.F. = 455 GPD (INSTALLED) J''\- •� NOT TO SCALE ONSITE SOILVA AT10N \\\�'. 455 GPD > 440 GPD (15 GPD RESERVE CAPACITY) TEST PIT TP-1 TEST PIT TPTP-2 TEST PIT TP-3 GRO.EL 9.6E GRO.EL 9.2E tlID. RpTEST PIT -'�� \` ` EL 9.8E G ,EL 9. TE:GA AUGUST S,2013 _� PREPARED FOR: SHOW EL 200 SHOW EL 2.27 SHOW EL Z25 SHOW EL 2.30 TEST BY., esc GROUP.INC - • \�\\ '.` ,y. DUNHILL COMPANIES, LTD MI7NESSFD BM. DONNA MIORANq •.4 W 776 MAIN STREET LICENSED sDE EVALUATOR: BRIAN G YERGATIAN,P.E. 057ERVILLE, MA 02655 FILL FWL FILL FILL PERCOLATION RATE: <2 MINE NON EL 0.93 C EL e.43 9• EL e.93 6• EL e.57 SOIL CLASS: CLASS 1 n �\.. ..- I� "'� "� W/E ARE ° LEGEND LT.AR.: 0.74 GPD 4i LOANT SAND LOAMY SAND LOAMY SAND LOAMY SAND nF' EL e.le TOM 6/1 10M 6/1 ION 6/I IOYR 6 I.OMAN G YFR L11 PASSED d Ir EL 7.7E lr EL e.27 h TIE YASSAGIUSETis DEPARTMENT T d•S^ ^�� f6• EL 7.9E a<EMMRONYENrAI PRpNECTIDN i'L,[J\J\(V' l/VT' LOAMY SAND LOAMY SAND 9F B- OC70BER 24.2WS s00.EVALUATOR EIUMINAT101/ON - _ tOM 4 LOAMY SAND LOAMY SAND UNSUITABLE P .W V01.73' . /6 tOM 1/e 10M 4/6 10M 4/6 ® (TO BE REMOVED) TL•"" ,,\' S4Yte'56 ° ;L.1°SO 349 Route 28,Unit D EL 6.68 35• EL 6.45 JS• El.6.77 34• EL 8.57 3A• SEASONAL HIGH GROUN \ y'HWO 11. - � W.Yarmouth,Massachusetts DL"A R .. •. MEm,i'wHD PERcaL,AnaN ADJUSTMENT ',;;- _ ` �q. MECUM SANG MEOW SAND MEDIUM SAND ..._.._. 02673 4 23Y 6/e 23Y e/e 23Y 6/6 25Y 6/6 TEST RAGE D 508 778 8919 EL.L93DEPTHTO OBSERVED e.s .. -... 60• EL 220 81" EL 2115 81" EL 232 - ' � 6S. INGEIR v1Q1 COARSE SAND COARSE SAND C2 C2 A- SEASONED M1W-29 -_ _ _ 2013 6SC GouP.Inc. 23Y 6 3 GSEASONALROUNDWATER ER WATER LEVEE RANGE ZONE. .W �( VV• -wv- SCALE: 1" - 30• COARSE SAND = EROIINDWATEIt DEPTH O 94M WEL ON"A3 7A2 `r \ FL zoo / ;,- gL• EL 227 2sY 0/7...� eJ" FL 223 C ZASY°�{ BC EL 2b 25Y 6/3 -_ .. .��:;:--, I. o EL 1.37 e.S• WATER LEVEL AD.U57MEMT 0.9 ._ 0S ..\` 0 13 b 102- 94• EL I.JS w EL 1.40 .Apt 9e. �_ OBSERVED DEPTH ro ADJUSTED WATER 7�6 60 EL O.D It2• EL ago 106- EL-0.23 tie" EL 0.15 GROUNDWATER111' - HIGHEST WATER READING IN WELL sET.ELEVATION 2.3 NOON - J} a , FILE:CIVIL\DRAWINGS\4976500-SP.DWG ON HIGHEST TIDE CYCLE OF THE MONTH QF SEPTEMBER(19TH) \/� 'e: o•' DWG. NO:6205-02 SHEET i OF 2 JOB. NO: 4-9 65.00 o w coo -= a z o a j. �2 *LOCU5 4 p O p z In 5 W PINQUICK5ET / COVE / PROPOSED DWELLING FIR5T FLOOR 0 FL.14.1 PROP05ED �'1�.-' I .�'i• ♦ T.O.F.®EL.13.1 GARAGE • CRAWLSPACE®EL.9.0 5LA5 Q �� EL. 12. I \ ... / O u �LLJ Q 7S.00 LLl 350.00 vi 403.46' / d/ T 100.01' I♦9"0 O;j°A'ZONE AE IEI.NGA F FLOOD__' ti��/GrP /2aJP ry�P O' SITE PLAN OF LAND FOR Mp I GO PEPPERCORN LN.,COTUIT, MA PREPARED FOR 9 DUNHILL COMPANIES LTD. +� 1'=30' I I-06-2014 TMW 14-034 c xuu" CPP-I WELLER * ASSOCIATES 1645 PALMOUTN W..SUITE E9 P.O.1-11 417 CENTERVILLE.MA 02632 TELEPHONE:f50E)326-92 EMAIL:Lnaxrclb®9mnl.com REGI5TEREO LAND SURVEYORS*ENVIRONMENTAL CONSULTANTS RJ Farah Engineering,Inc STRUCTURAL AND BUILDING ENVELOPE ENGINEERS NALE 4'-B 1/4• ]O'-B 1/4• 6•-O• 60 MO SUITE 201AVENUE 4 STONEHAM,MA 02180 \ D T 617.645.0901 S (BELOtoW ra¢e LRN 4I'!9/4' CUEIR: PAUL ROIFF I'\ _._ ......_ -'................ HEATH PROPERTIES I.......... j...............:: DEVELOPER: \\ - DUNHILL DEVELOPMENT \ '.................{ O V OSTERVILLE,MA in - in ............ DESIGNED BY: J GOLD LEAF BUILDERS AND DESIGNERS '.:................ PALM BEACH,FL _.,...,,_"'.-garage 4 ill C F P 135.-0..1 -- -_ 1 I' 4 0 '-_ i Y ry i F: ............. ...........i n J/ / /;" •. J I sb-b m /f �/ / �� ,.%/ 9� `•.,\ ,.\ \ ..,•\-�.,\ \ \\ �� r-b' 6'-0' � W W O F_ b /. / / / / / / / i/ // // / \•\ '\ ;...`\ \ \,..-\ \ \ it i ht Q w LU - Q f / 77,f / j5. / / �..B, / �. , 5.i , i/ J/,j' % B"y/. "2 }]' 9'- //8 / \ '...._5 \ \3• .\ =� \4- �....\ \ ' I F�-I r, w U O to �L z WOOD BURNING FIREPLACE / /C Cr / ] \ •? \ /f /',' b• '" � 4 � ,breakfast ry I / / Y closet P Living '0'1� x' %: Bath kitchen L ndry Pool House ..... . Room m \ - : PEV DAiE DESC0.ITIOM `rl4�k 5 1/4 4'-9 50'-5 U2" )': ry IH'-]' II'-3' DRAWING ISSUE:FOR PERMIT ..i i ISSUE GATE: 6.26.15 FeO \ \ Elev O ® 1 !closet �til ,o 2 Room elev.. _____________________ . \ �, `, i0 3'-3' 5=,�'ifiQ'T 10'-]1n• m �• N `m / / 3 I N. \ \\ \`'\\ \r'{/ 4 m S•'lo• i' V� L NO o Foyer i �4`o �E FIN FL 3 3• a IL ELEV=15.37i e ® J 4 YOF�► Library OPEN TO Dining 5 ^=t•-o• ABOVE—) '1' Room p� i JOB NO: R39196 Z1.OP BAY ABOVE OY4l E UP n O 10 i \\ ........• .......... .........- .I3 DRAWING TITLE: 16.-0• \'\ Ib'-I I/]' •-5 B]• I PROPOSED FIRST FLOOR 77 PLAN First Floor Plan L a 5GALE:1/4"•I'-0' A A1w DFC� it ....__ ._B. Ib._y. 5,_T 4•-b• B'-O• B'-3' � B'-6' DN. n m0•-5- 9'-0• 4'-6• F I� SMEET NO.: 4. A 1 .0 1 GENERAL NOTES ,n 31'4In D R1 Farah Engineering,Inc DOOR SCHEDULE AT ALL EXTERIOR AND ALL WINDOWS 4'-B I/4' 10'-3 1/B' '-4 3/8' 6'-0' STRUCTURAL BE PROVIDED KTH INSECT SCREENS.PROVIDE FULL WEATHER AND NOTES 5TRIPPIN&AT ALL DOOR AND WINDOW LOCATIONS. �i• BUILDING ENVELOPE ENGINEERS 80 MONTVALE AVENUE SUITE = 19 ST ,M0 1 INDICATES POST LP T SUPPORT BEEN T 617 645 0901 / CUE / PAUL ROIFF DBL PATIO ENTRY ORS IST PL 1 5'-0'x T-0• I o .i \,` \•\,\ .* o HEATH PROPERTIES DBL PATIO ENTRY ORB 2ND FL 2 3'-0'x b'-B' __ ___ O 1 i' \ 3. \ DEVELOPER: DUNHILL DEVELOPMENT EXTERIOR ENTRY 3 9'-0'X,'-0' It EXTERIOR 5TORA&E ENTRY 4 S.-O.X 1'-0' I j OSTERVILLE,MA DESIGNED BY: BATH,IST FL 5 2'-6•X T-0' I M CL/ S q GOLD LEAF BUILDERS AND DESIGNERS CLOSET,IST FL 6 2'-6-X T-0• I Ll/ d PALM BEACH,FL St r. ELEVATOR,IST FL 7 31-0"X 1' ELEV MACHINE RM. B 51-6'x 11-0• p ; O Y Bath :......... V ILITY CL 9 2'-6-X T-O' I ._....... n 15 ........i... ..� {1,LIBRARY,LAUNDRY,COM,O OR 10 5'-0-x 1'-0' - •I. I, \/ `/ $llwi// Q KITCHEN ENTRY II 5'-0-x 71-0 &ARA&E ENTRY 12 S'-O'X 7'-0' :at ic ° VOL BATH,VISPR DDR 2HD FL 13 5'-0'X b'-8' iaC ess .... L Ili ELEVATOR,2ND PL 14 3'-0'X 6'-8' m Guest i \• BATH.CLOSET 2ND FL 15 2'-6•x 6'-B• I - Is Bedroom n Bedroom I � POCKET DOOR Ib 2'-6•x b'-B' LINEN CLOSET 0 1'-61 X 61-61 OBL CLOSET DOOR 2ND FL IB 9'-6•x 6'-81 I M ch/ 4 cl MECH.5TORA&E 19 3'-01 x 6'-8• 11'-II' '6 St r• 4 4 90 0 LA.CE - &ARA6E ON DOORS 20 6'-01 X 7'-0' < 4'1' '-0' in i BEDROOM 21 9'-0'x b'-B' Y H-� I 'S f B-6' 9-6• 9-6 B-6' W Z �+ Qi1Ri NIA" TJi�PY. R WINDOWS A U Q Q Z cc 21'-2 I/8' 13'-10 1/6• 4'-6• 4'-6- i'10 7/8• W-I 1/6• 4'-6' �i N�•-1 W ~ / 0 _________________________________ m UU I a' CL LED "....sh �Q7 , �I � I , ZbAS FIREPLACE BY OWE: • 24'-2' 1 12'-B' . 1/4'' ' Master I His m His Bedroom#2 Bedroom 1 ' Bath b,Ag /` , / Bedroom 5 I 0'-3 9/4' 3 O Closet / I ... _... ......... .. .. .....:...... 6 f ... 9'A I/B' / b a th /\\ .._ • -q 1/4'' ' 6 IS II'-2 _ o a4_q• 8 Bath' I a y qO I \, \\\\\\., .� 13 •1�,W�,.,_. _•.I�._. .Iv __'� 13 .._�._.- - ..__ \ 'CYs�y O• N:, •t Rv UEo ar DRAWING ISSUE:FOoRE PERMIT Rs_2• lr 1 i\- O P ISS 6-3 9/4' O 29'-5 1n' ' -II I/4' Sh \ \6 Her - Her v D rY4 w �, _ 5 closet " O m laund Bath 4 r Is .-. �. •-111n• 8' 4 II 1n• 8'-8 In' _.._5'+,L21 's�v I r Bath j I ini Q ,T o 10'a \\\ ;..r. i A>iB•N• �J c ... ....... ..... i \\ / 10'-3 3/4' I � I \ \ \ 4 Sitting \ - --- I a 1 Room \I 3'II• 3'-2• 1,'-n• S \ Office 9 I CHECKED BY: ----- r 0 open'ro \ i - I I SCALE: 14'-0 In' below, �\ - I 108 NO: R14146 I I \\ I I LINE OF ROOF 04 ABOVE I \/ \ \ DRAWING TITLE: 16' In• PROPOSED SECOND Seco d Floor Plan ------ FIxED INTEL `I1�r --------------------------------- F 12 FLOOR -------- -------------- SCALE. 4'.I'-0' 4'-6• B'-0' I U PLAN B'-0' 4'-6' 4'-6• B'-0' B'-0' 4'-6' I= A I SHE NO.: ' AL I RJ Farah Engineering,Inc STRUCTURAL ..,.. .. = T'.._i.. . Ib'OL. AND J: x::_::x.. &�Rf r�L4 �$Ajq RED CEDAR SUPPORTS BOL BUILDING ENVELOPE ENGINEERS 1 D 80 MONNALE AVENUE SUITE 201 I STT 617.6,MA 02180 F...,i._r...r]...r'..S:z..l.1_r..i._L..'...X.Y...z_x.. "::::::;::.. T sns4s.osol r...l..,.. . .....x. r.. ..r. ................. ... .......... ....... L.,..y..._<...y..l...r............,_L."..i...._r......f.." .._rrc.�:::::�:�............::::::.................. ....................................:::::'::.:::-::....._ - -...�:::�:4 cuENr: ............... ... ...... ............1_.1......:.. I. .. T ...._:_ L iii I 7'-r""""'"" _J_ 17 _ a PAUL ROIFF HEATH PROPERTIES DEVELOPER: --- - -- - --- - -r- - DUNHI LDEVELOPMENT .. 1.....r._,......1.. I .1.....k.....i.. X. .i....I_:...7.....1.....i..,...7......!..._l......7.....i....x.....k..-_r..._`:.....1......r.....a.....k..-...L...1.....k._._T._,....7.....k..:...i...�..1.....!.....L.,.-:I::"::I'::t...T.':.::a:::i: ..Z::....;..T., C .r. . 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NORTHELEVATION 1 FJ Farah Engineering,Inc STRUCTURAL ENGINEERS ADDRESS: rr..'.., 80 MONTVALE AVENUE SurrE zol T 617.6E 0901 02180 ::L::: CLIENT: PA[JI. RO[FF ....................................................................._ :... .......... ........................_..........._._ ........................_...................... IM IF, / LZ N Z-1 LN Ex N :i--.l1 ..,r. _"..-.-1.r...-:-:.:-z:`T1.:.-Z:�.:"I'"".":.T.`T:'..:':1'::_Y*'•-r:y'T`:'�.`_Y�.�:`.::3:`C..7:`::...::"=�:>:":r,:::E:':T:::'::'`:_t.`T:.:..f.y" �., :...F.... :�f... ,Z, - —� PL4 — — - - - - - -� Itm C a Z� _______________ - - - - - - - - - - - - - - - - - - - - -------- - --------- A oa o5 aWEST ELEVATION Z d [�] Scale:1/4"=V-0" w U � FTy W z sKy Of MIT — : ................_..........._.................._............__........................_ ...................._........... ... 1 II 1 i 3 - - { - i ,. y:_i_:...r:1'�^'L""1-t :I:::z:i (OP L4 R.AfE Dore DESCAIP110N _____________________._____ ! ...,..:...:.;..:.. .,.:...;..:...;........,....:.:.. WING ISSUE. FOR PERMR URA I: ISSUE DAT 5-: tn TF Da m V E c 1 3 ore t ...T:::::........Y: .;..l...a.�.; .1•..L.�....;.-_.... ::I :.I;::i:.:L:.::. � CHECKED BV: RJF LL PROJECT NUMBER R14146 ul f.. _ ....:........ e; .�,—,.,, ....._...,..:............:.,.:.;..:. ..�:.:.,.... ,-...,w mow: e IA.�F dND ...:....:...:...:..e,........... x\m*L'1T' . . du.o EAST & J_______L----J WEST ELEVATION EAST ELEVATION ��• I 1 Scale:1/4"=1'-0" ADDRESS- ItI�,�ll �°I�IlflnililYl IIII ;IU■ItiI;MMMII(,`I/i;f�Lll it1Wrl�IMp; ,�IIII(Irilrr Ingil,®g11nllr°I °t•BMI(1tl9;l;l °Ht�tl(k;I;` � .. ... f.n qI' 1 In■ u!rinnrurW 1■I u B ■ i!II�nil�°iI1°rll°91 r uuuuuuu �ip�dilmll"".. 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"IIII/IIIII■IIIII/IIIII■IIIII/IIIII■IIIII■IIIII/IIIII/f11I III II/III/Ir11111■IF/II/IIII milli.In11r�III......Ir1111!■IIIII■Illllrllllli��rarisiill■IIIII/IIII IIIII IIIII r111t1■IIIII■IIII rll■1 r1111/IIII r11111/III@I■IIII 11lnln E till(Inllntllllltllnit111wltlll.11lntlllnntl(u11t1ItI1111t11nIt1111In11■" •'•ibiS'�iM��•i 1 i•• "■I/Illntlllll/III(/IIIlltllttlt11111tlllFl I'III!ll III r111I1/IIIIItI1llullnl/III Ilntu11111t11n1/IIIII/Inn/IIIIIn111u1111 Inr1ln nlll/IIII IIIII/Iln!r111I tl 1 t1Ul/III(/IIII/IIII/Iln tl I ��— •i'�"�I'i'i iii��i'i�'I• � Qa I I I I I 111 I I ! 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' r ��rr•Ilrr rra■rlIF14 . I r rrr. �I f �rlrE■Ilrl"IIII■I'i111:■111 II'IIIIII■:IIII�r■•r■■r■■■■B■■■I�r�14■I■■■11111■■r.Bllr rr r ■.■Inl■rr 'I f , 1 FJ Farah Engineering,Inc STRUCTURAL AND BUILDING ENVELOPE ENGINEERS 80 MONTVA E AVENUE TYPICAL FOOF A65DISLY SUITE 2 1 TYPICAL ROOF ASSEMBLY STO NEHAM,MA 02180 ROOF1%JUSE ROM PLATO)TE2 OWM SHW6 EGI AS 5F1ILTED - - - I T 617.645.0901 BY ONIIN OR STAM)IT15 SEAM(55)MRRcm`6 50 TYPICAL NOTE SECTION A LNICERLAYMENT,50 US BOLDING PAPER ADD 6 LE) R051N PAPER DIRECTLY LIVER 55 KrL ROCTFINS CUDfr •9/51 EXTERIOR EMEATHMS ism STRICTIFAU WO,"ICE STTRIJCnJRAU PAUL ROIFF KH R.W,SPRAY FOAH DOIALAMM-KYKW OR APPROVED Ea)AL TOP OF COFFER M 's06E Q HEATH PROPERTIES DEVELOPER: C+Dqey BEYOW DUNHILL DEVELOPMENT OSTERVILLE,MA COPPER MITER,SEE 601 110TE16 SHTT_ TOP Ot COPPER WTTEK SEE 6EN NOTET6 Sw TV- 4��..- 1 4 -.." & .. DESIGNED BY: DECORATIVE BRACKETS SEE ELVV— DEGORATME BRACITTS,50 ELEVGOLD LEAF BUILDERS AND DESIGNERS — ALSO SEE GEN NOTE K SHT TWOO AL50 SEE GISH NOTE SHT T6000 TYPICAL SEC FLOOR A5504BLY PALM BEACH,FL FIXGAH FLOOK BY OHNER. b TYP EXTERM 050K SEE STRIC�FOR • 314�T ISCIE STmxnRAU WARD RALL,SEE 11=STK)CTuRAU GEN NOTE 10 SK D13 TYPICAL SECOND FLOOR ASSEMBLY !E •FLOOR 4A. PROVIDE MIN R-21 FIBERGLASS BAIT NSTL N Som T6000 6t)ARO RAIL, ATrESLA" SEE TYPICAL NOTE SECTION A TO X24-1160E.COIiT FIBMWLA56 BATTS,FILL V, TYPICAL E�MkIOR KALL ASSEMBLY T60W I X 3 PID RRRIM&TV 0 3 6E`I NOTE 10 SIT J I IFV w.6vP SO.(SEE GOT mozm"bol,HT.YSOCO. SEE TYP NOTE NECTIC14 A Tyw-N.EXiHiICN NALL ASSEMBLY :50&SEE EUEVATIONS y 44 N' - . . tr.r EXTERIOR SHEATHING,(SEE 511%IDTIJRNj �m NtAF,��-OR TYP EXTERIOR pscs�SEE STRIic PmR,FRAmm APPROVED ECLK- T K=5NO,.IVOL.R-21 FESER6LAS5 SAW IWAC TRULATION ED BEADBOARD P� �SOFFIT 3 1/2 GROOVE 6• NL FOLY VAPOR BARRIER WAVING.TLY-SEW AS~BY RED CEDAR SMNSU5 • 615ORWA PACTFIC.OR APPROVED EXAL 5m,GYP SO.(SEEGBI NOTE a SM.TWOO TYPICAL FIRST FLOORASSETIELY TYPICAL EXTERIOR PrLK M'SONOTLOE'POINDAT" 7 FINeH RmK BY TYPICAL EXTERIOR DECK M WOTLM'FCCHDATION 5/4'T I X 6 COTIPIDSITE 1�145*TRZr OR APPROVED GO R.00K-444L"15M A ST"RVA) SEE TYP NOTE 5WTO4 A PROVIDE VG'DECK 5FA4DI& NTH MB R STRIJCnRAU •DECK FRAHIN5(SEE 5 9 •PILL VOID -361CYTIM'SPRAY FOAM DaL z 5/b,6�PM 5HSAM4NS NM TREATED TYPICAL FIRST FLOOR A5515,11ILY PIATER 12511TATIT CORE,TET LA;6'OR APPROVED 1a Ga Tom so GEN WTE 0 SW A. J.'i SEE TYPICAL NOTE SECTIONA swr T60 T`SOOO (W 6*.T Typ FIRST R.... FIRST ROAR__.. . EL 16_46� WIL IN 1411 CO T,P OF FO_ MLL YV V21 DO If!OF FCM PLYM ON 2X6 A.TolO M 21h M SRO T ROOD yGel ens, 140 .1VOCTYP. COVERED COVER DMK A55OLCLY TTOP DC*W 140 .16'06 TYP.FLOOD IT SHT T6000 IX6COMPOSI ORAof r9 r%mx.OR ECT IE FN VARIES .................................. SEE 60 NOTE __- 5`7 Lu pp .. ............ .... ...... IT 5w T60M GO MIL UVM SI%UE KNORTAHE ROOPM SEE SITE PLM ,0 HE FILLY ADHERED z F ItTRECOVER BOARD Sw PLYKOCC`SHEAT.HWISE STRI4 FIN GRADE VARJES VEDIC FRAKW ISGE SEE SITE F"LM z GRAVEL 0,444CF11.1. 5 3: 6RAVMEL BBAOW�mm I IT r4 0 L-J u EMT COND FOMATIO11 AWNP MST C0101D FOMDATIO11 AICT OC SEE 661 NOTE 16 SHY TSODO FoanNG6 SEE GEN TOM 10 SHY 16OW LIJ U) a.. 0 au LU Section A-West End Section C-Covered Rear Deck U) Nw CL SCALE:1/4'- SCALE:1/4'-I'-0' C) TYPICAL ROOF A663AY TYFIDAL ROOF ASSDIIBLY SEE TYPICAL NOTE SECTC*1 A SEE TYPICAL NOTE SECTION A RIDGE ETEAM(ME STFIQ LDIE t1F ROOF PISTON) m b'4 1/2' GARAGE ExTERuxE wu ASSB49LY BRKXS*DISTALLED IN W( IPERSOLA GRID�TVM HC ...... 525= ;IXIORB VS DR"SM SWTAWWM ST 0405 DOPED AS SHOKI ;1 BIlLDSIO MAP TPVISK HCV5EMRAP OR APPVV ED V2*FLYPOOD EXTERIOR SHEA7HIT*(SEE STRI4) OF EXnRE LENGTH OF DECK 2 X6 M S71105.WOC. REDS! TE MIN R-21 FISISM-156 GATT MAL OFACEOI VA, TOP OF 6 M.POLY VAPOR BARRIER. C4F?M W1151 M 1111111186 117 T6000 5w Syr w D SILL TO OBCK A55EKLY DEC.. I-;t COPPEIt GOITER SEE 6EI4 Namb Ser TOP Of�FLXIE 6 C01POSITE DECKITIS'MEW Olt APPYID 52 _T0POF.PLATE. 60 MIL EPIPM 51115LE?0�ROOF1%SYSTEM COPPER,&JrTm SEE P.T NO OR r�SLEXPERS M 4FRIS04E P ADFISNE ADIiEREP 60 MIL EPPM 506U 106RAXE RDOFM SYSTEM U7 RECO�Dt 80ARD R'LLY DMON j, On L.OF ROOF _rj __" T6000 In GHT RAEL GESE PLYrOOD Sa1zZ) OSWRATME DRACITM SEE EUSV DECK FRAMITIO M))SEE )W ALSO SEE 6EN WIT 19 GIRT TWX V2*RECOVER BOARD • MIS T6000 3/4'FLYM= DRAWING ISSUE:FOR 17] DECK SEE SMIC FOR FRAMINS I X 9 M MRRIM.16. 51=1 TYP EXTERIOR __A,RV PANEL 5OFFIT NTH a V2'OROOVI 36 SPRAY FOAM IWALATIOR 6 �E "114 SECOND 19,111R ASSEMBLY By I X 5 PO RANIft 0 16 &_ARD RAIL.SEE I GEORGIA PAOFIC,OR APPROvW EMA SW FIRE RATED GYP W CELIM ;1N IM 10 111T ISSUE DATE: 6.26,15 0RIARO RAI,BE SEE TYPICAL NOTE SWYOK A I HR RATED,FLOOR KVUN6 ASSEMBLY Y o GARAGE T6WOOO yy GEN NOTE to 5w 5 (BASEDONT6000 in FIN FLOOR BY OVER SE' 314-T .re SSCOHD sECLIro1 6'UGSW5TFW FLOOR FRAH11 f QiwN VOID PV DOW FIBEIVAAW ""Y y 05:k y Ir)�YV'x "y fill __YYY Ij XXX XXXI<y X X A MEN R-21 FIBERGLASS BATT IWAL TO 24[WAX ED A-Rq TUXIA y A Y X FLL p P I x a rz,=0 rrPICAL EXTERIM I,IAL.ASSEMBLY SW FIRE RATED GYP COUNS SEE TYP NOTE SECTION A I x 3 m FURRING 16. RED CEDAR SHD46LM to amuAsr,YIN .G�. AnON TYPICAL EXTERIOR DECK ON SEE TYP NOTE SECTION A FORE&RCW STAIRS E YOND STARS 4. TYPICAL FIRST FLOOR ASSEMBLY GEN N 71 ----A ON 6*COMPA4TED GRAVEL DOOR TO STORAGErc T600 ASPHALT PAViI* o SEE FIRST FL .. ......ROD, TYP SITE FLAN MPgS OF T FLOOR FIRS i7L7T- ............... X W—Tj� 711, 15-M CIS,NO R�41[111 'Y e FO" III cs BEUXA5 FLOOD VEXY5 A ...................... CRAM SP .......... BE 61N NOTE SEE SITE &ARAMATORA6C RM POOR 11 5w TSODO FIN 6RAM VARIES ........................................... .......... :4-0124CAFIT FIN 44HPACTED WEMMUM DRAWING TITLE: Yt, i�4 GRADE SIZE VM`5 SEE BUILDING 0 V M�*AMICED TO C12C AXNDATIOK YT? SECTIONS GRAVEL&VU01U. 6RAVE1. MST CO. AND F,,Tl,,Sra.MA.M.18 SHr T EAST CM FOMATtM AND FOO71),165 SEE 60 ww Lb SHY TWOO Section B Section D East(garage) SHEET NO.: SCALE:1/4'- '�- SCALE:1/4'-1'-0' _A3 .0 RJ Farah Engineering,Inc TYPICAL ROOF AGGEHELY STRUCTURAL AND SEE TYMCAL NOTE SECTOR A BUILDING ENVELOPE ENGINEERS TYPK,AL ROOF ASSBABLY SUITE 201 so Tyr NM 5WnON A STONEHAM,MA 02180 Its IR T 617.645.0901 CLIENT: PAUL ROIFF J ELEVATOR 91AFT IfffEROR KN.I.ASSEMBLY (III I 0&LAYER 5M'OYP ED 5 U2 PO STWS e 16'0 C PLYNO.'A FLL VOID�9�50"ATnXIATION BA175 ATTEIVATIM EIATT5 PLYPIOOO(50 ST"FOR SKAFT REW) .. ........ I. DUNHILL DEVELOPMENT .. ........TOP, 6YP 90 JI OSTERVILUEjLyA I.If "AlAtI4.0. ".-NY DESIGNED BY: ALSO 50 60 NOM Iq SHT TOOOO GOLD LEAF BUILDERS AND DESIGNERS TYFZAL SIX010 FLOOFt A�MY 0 PAUMBFACH,FL RED CWAR SHINSLES SEE TYr"NOM SECTION A TYPVAL FIRST FLOOR ASWIDLY ill I -j. sEE TYP— -T1014 A T; Y 17 Tr��J--- T ............ .......... f ............. ................ .................. ...............- ................ I ELEVATOR SKWT A E ELEVATOR 94WT EXTERIOR MIL ASSD13LY .I-I:*- REP UWAR 506LIA WE'6YP W 5/6,PLY� TVPK�L FOMDA� 5 U2,M STIRS 0 160 0 4 6 ML POLY VAPOR BARRIER SEE rYPICAL WM 58�TION A •MNR-2 F�BAR R&IILATOI� 4i Yp w PLY1,400(51EE 51RIr POR%WT low) •MLIAM PRAP 7YVEK HOL51SIVIAP'.OR APF`VD EQ _7 14, 1YP4AL FIRST FLOOR ASSEHXY VOI�SEE�AlOIZ n' SEE TYPICAL NOTE SECTION A POW E-EV PIT SEE T-y FIR5T ---+Ajt .-IL-I-u Ir: 6*SLAE)ON 6RADE TO ROOR.. 141'1`.�EXrERM ViEAMM(SEE ST"RRALI EL Is El:152" _Ez, TYPICAL MT FLOOR ASODIELY 4 FLOOD --on 6RADE 5EE6BI`OTE sw >-4 w- 50 TYPICAL NOTE SECTION A �A. CRAM 5PACE ....... 1,4 .. .... .........NDI WK Fn7nm AND 'X TO ACCOINODATE ELLV,SEE STRIZ V, uJ SEE SITE PI I r4 z GRAVEL BACAFI LT I I I �7' z 2 L Li EMT CON.FOINDATIM AM W W w FOOTW6 TEE NDI 10 T6000 SEE 68,ERAL 21 0 I2 =Txl 6RAVTL BACKFU u Or MT C4M FO"AnON W p--4 Lu F- Section E-Elevator Shaftway Section F-Breezway C/) a- 0 SCALE:1/4'-1'-0' SCALE:1/4'-V-0- FOOTI)*5 SEE 6EN NOTE 18 rhff T6000 CL u 0-4 Nw Lu '0 DI-NMON DRAWING ISSUE:FOR PERMIT ISSUE DAT _Fn A-- s pli'l V) E, ON. w 5.DRAWNi� 1Y.' CHECKED BY: SCALE: JOB NO: R14146 DRAWING TITLE: BUILDING SECTIONS SHEET NO.: A3 . 1 RJ Farah Engineering,Inc STRUCTURAL ENGINEERS GENERAL STRUCTURAL NOTES WOOD FRAMING NOTES coot. STHREERZ ROWS FORFOR EAMS OVEP TOR I2'DE 80MONTV VER 12"DEEP 80ITE 201 E AVENUE _ 1. ALLCOBIPIKTIOI SHALL BE 01 ACCORDANT WITH THE AIAS5IOIUSCTTSTATE GUIDING CODE MI. ALL INTERIOR DOOR HEADERS SHALL CONSIST OF TWO 2X8'S WITH ONE LAYETTE 1)2"PLYWOOD SPACER, SUITE 201 (BTH EDITION) UNLESS OTHERWISE NOTED OR SHOWN ON THE DRAWINGS,FOR 2x6 DOERIOR STUD WALLS,ALL EXTERIOR WINDOW AND DOOR HEADERS OVER THREE(3)FEET WIDE SHALL BE THREE 2XB'S WITH TWO LAYERS OF STONEHAM,01 02180 2. THE CONTRACTOR SHALL NOT STALE THE CONTAACf DRAWN6. 1/T PLYWOOD,U.N.O.AT EXTERIOR HEADERS,V THICK RIGID INSULATION MAY BE USED IN PLACE OF(2I L/Y T 617.646.0901 PLYWOOD SPACERS;LOCATE BETWEEN DOUBLE HEADER AT OUTSIDE FACE AND SINGLE HEADER AT INSIDE 3. TYPICAL AND CERTAIN SPECIFIC CONDITIONS HAVE BEEN DETAILED ON THE DRAWIKQ FOR CONDITIONS FACE. S-13/4"LVL, NOT SPECIFICALLY SHOWN,THE CONTRACTOR SMALL PREPARE DETAILS SIMILAR TO THOSE SHOWN AND 4'-O"x8'-O"SHEETS S-1-1/2"LUMBER CLIENT: SUBMOTHEM WITH THE RELEVANT SUMP DRAWINGS TO THE EIIGOIER FOR APPROVAL 11 ALL HEADERS OVER SIX(6)FEET IN LENGTH SHALL RESTON DOUBLE STUD POSTS ASA MINIMUM, OF PLYWOOD UNLESSOTHERWISE NOTED ON THE DRAWINGS STAGGER JOINTS PAIL ROIFF OVER HOIST PLATE HEATH PROPERTIES 4. ALLEASTNGCONOITONS,DIME7610NS,AND FIflATO165HALL 8E YEADTD BY THE CdTPARpI I2.SIMPSON CONSTRUCTION HARDWARE NOR APPROVED EQUAL)SHALL BE FASTENED ACCORDING PLATE /'/ / / / /- iDEVELOPER: PRIOR TO SUBMISSION OF RELEVANT SHOP DRAWINGS FOR REVIFMAND PRIORTO COMMDI[UIFNf / OF FABRICATION AND CONSTRUCTION. TO TUEMANU ITH,AN HAVE CTALESONSITE.ALCONNETORTOB OUNHILL DEVELOPMENT BE fAMUAA WITH,AND NAVE THE APPROPRIATE PRODUCT CATALOGS ON SITE.ALL CONNECf0�T0 BE / 776 MAIN STREET NMUS MAX,UNLESS INDICATED OTHERWISE / / / / / S. THE CONTRACTOR SHALL NOTIFY THE FNCINEERaWRTTINGOPFlEICI CONDITIONS WHIM ARE IN A ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON FACE GRAIN / / / / \ \ + OSTERVILLE,MA02655 �CT�THE�� TOOCIMIDT. CATALOG.INCORRECT FASTENER QUANTITY,SIZE TYPE,MATERIAL OA FINISH MAYOAUSE THE / / DESIGNED BY: CONNFCTON TO FAIL I6D FASTENERS ARE COMMON NAILS(BWGE X 3.1/2-)AND UINNOTBE -/ / GOLD LEAF BUILDERS AND DESIGNERS 6. THE DOLL.ADEQUACY,AND SAFETY'OF ERECTION BRACING.PRANG,TFMPOLIRI'SUPPORTS,AND REPLACED WITH I6DSINKERS(%AGE X11/4')UNLESS OTHERWISE SPECIFIED. / '/ / /OTHERMEMODSOFCpO7RUCIR)AIETHE RESPONSIBIUTYOF THECONTRACTOR. % PRIM BEACH,FL B.DIAMETR(PERLL IS97N IMUM OF l&L2.1.DAMAXIMUMOF]/16'IARGERTHAN MEBOIT /NOTE TAUT THE EDffING GROUND R00R RAB6l0ElYAS/RUCNRAL SLAB SPANNING BETWWEENN OIAMETERIPERTHE 1997NDS,SECTION&11.1.).EXISTING GRADE BEAMS.THE GROUND FLOOR SLAB E LIOlY SLAB ON NOT C INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION.GRADE C05TRUCTION. D.PNEUMATIC NAILERS MAY BE USEDM INSTALL CONNECTORS,PROVIDEDALLED 7 THE CONTRACTORSit"COORIANATE THE STRUCTURAL CONTRACT 000UMEI WTR CML, T THE NAIL HQUANTOLSWIITY AND TH NAILE OF OLE-LOAILS EPROPE ECHALY ISMSS ARCHrrwNML,MECIAOGL,PLUMBING,AND ElECT1UGL OPAWDIGS BENS COMMDIQMFM OF IN THEHALLLLOW TOOLS WITHNAILER'SINORUCTI INSTRUCTIONS AND USE SHOULD WORKAND SHALL NOTIFY THE ENGINEER OF ANY'CONFIICIS. MUSED.FORIDWSAEMANUFACENT. INSTRUCTIONSAND LSE 12"THE APPROPRIATE SAFELY EQUIPMENT. / \ SIZE AND SPACING OF OR ON EAC. E 1065 SHALL BEAR COMPLETELY ON THECONNECTOR ON EACH FACE FLOOR JOISTS DESIGN LOADS: SEATANT GAP BEM1YEEN1HEl015TAN0 THE HEADER SHALL.SI NOT EXCEED IXCEED I/B'. 1. FLOOR LIVE LOADS A.GROUND FLOOR-100 PSF UNIFORM,100D Ul CORE. B FIRST FLOOR,SECOND FLOOR AND 13.UNLESS NOTED OTHERWISE,MINIMUM FASTENING OF WOOD MEMBERS SHALL CONFORM TO TABLE THIRD FLOOR.75 PSF UNIFORM,1000 LB CONIC 602.3(1)OF THE 20091AC CODE.WHERE CONFUCT WITH NAILING SCHEDULE ON L ROOF LIVE LOADS THIS DRAWING,USE HEAVIER NAIUNG. A.SHOW 40(GROUND SNOW)PS;30 PS 14.ALL PLYWOOD OR OSB SHALL BEAPARATED AND SHALL BE ADEQUATELY SPACED AT101NTS(VIB' 3. WIND LOADS TYP)AS REQUIRED BYAPA FOR EXPANSION. TYP FLOOR DIAPHRAGM NAILING C2 TYP BUILT-UP BEAM NAILING Cl A.REFERENCE WIND VELOCITY-110 MPI(1 SECOND GSR) 15.ALLSWD WOOD P05T5 SHALL BE DOUGLASS FIR NO.I OR BETTER B.REFERENCE WIND PRESSURE•31 PS NTS NTS C.EXPOSURE-B D.DESIGN METHOD 16.BEAMS NOTED AS'PSL'SHALL BE'PARALUW*AS MANUFACTURED BYTRUS JOIST MACMILLAN E MAN LATERALSYSTEM PRESSIIIIE=20 PSF (E-2,000,000 PSI,FB-29M PSI).PARALLAM PRODUCTS SHALL BE ADEQUATELY STORED AND COVERED AT THE 108 SITE TO BE PROTECTED FROM WATER DAMAGE PRIORTO INSTALLATION. 3. SEISMIC FACTORS. Ss=0.29 DBLJOISTS HEADER JOIST) S=0.068 17.BEAMS NOTED AS'LVL'SMALL BE AS MANUFACTURED BYTPUSS JOIST MNCMILIAN(E=2,000,000 PSI, J FB=2,RAO PSI).LVL PRODUCTS SNAIL BE ADEQUATELY STORED AND COVERED ATTHE JOB SITE TO BE TYP.@EA SIDE LU PROTECTED FROM WATER DAMAGE PRIORTO INSTALLATION. OF OPENING / C qZ STRUCTURAL STEEL NOTES: I&SHEAR WALL SHEATHINGSHALLBE IN ACCORDANCE WITH SHEARWALLSCHEDULE ALLSHEETS SHALL BE STAMPED WITH THE MANUFACTURERS INFORMATION ANDSHEATHING CERTIFICATION. LL= ' Z Q 1. STRUCTURAL SHAPES: 19.ALL STUDS SHALL ALIGN WITH JOISTS.AT TYPICAL AREAS SUCH AS OPENING IAMBS,PROVIDE STUDS W O // J _Of WIDE FLANGE SHAPES..............ASTM A992,OR ASTM A572 GRADE 50(Fy=50,000 PSI) ORBLOCONGTO MAINTAIN ASOUD CONTINUOUS LOAD PATHTO FOUNDATION. HOLLOW STRUCTURAL FLOOR JOIST NOTES: / Ur ui W 7 SECTION(HSS).........................ASTM A500 GRADE B(Fy=46,ODO PSI) 1.TOORJOISTTO DE BOS BYTIUS-IOBT MAC M:WEYERHAUESEN OR EQUAL; / Z_ N a 0 UJ PIPE.._......................................ASTM A53 TYPE E,GRADE B OR ASTIR A501 2.MA IMUMDEPTH AND OACINGLECTIOTEDON PLANS. HEADER H EL U 2.MAXIMUM LAVE LOAD SPACING INDICATED ON P i BOLTED CONNECTIONS..............FOR BOLTED BEAM CONNECTIONS NOT SHOWN ON THE DRAWINGS 3.PROVIDE BLOCKING PANELS,RIM BOARDS,FILLER BLOCKING,BACIERS,HANGERS PROVIDE THE FOLLOWING NUMBER OF A326�"DIAMETER BOLTS. AND HALT PER MANUFACTURERS RECOMMENDATIONS AND DETAILS. / / CD 4.HOIST USED IN FLOORING SYSTEM TO BE CONSISTENT MAKE AND MODEL 2 FOR W8 AND W10 BEAMS 3 FOR W12 AND W14 BEAMS UNLESS NOTED OTHERWISE / FLOOR JOISTS W 4 FOR W16 AND W18 BEAMS TYP.SEE PLAN Z 5 FOR W21 AND W24 BEAMS / / / FOR S1ZE AND PROVIDE ANGLES AND PLATES WITH A THICKNESS TO DEVELOP THE - SPAN. CAPACITY OF THE BOLTS PROVIDED.AT EXPOSED BRACED FRAME j CONNECTIONS USE A490 TENSION CONTROL BOLTS ROUND HEADS ORIENTED TOWARDS BUILDING INTERIOR.TIGHTEN NUTS TO SNUG-TIGHT CONDITION. ANCHOR BOLTS..............................ASTM A307(AT WOOD ONLY)OR ASTM F1554 GRADE 36 BOLTS(ION)ON THE DRAWINGS. `` 2x STINGERS(3 MIN) WELDING ELECTRODES..................CONFORM TO AWS SPECIFICATIONS FOR ELECTRODES BASED ON WELDING PROCESS AND THE TYPE AND GRADE OF STEEL(E70XX ELECTRODES MIN.) ERECTION.......................................PROVIDE ANCHOR BOLTS,STEEL WEDGES,THREADED SCREWS OR SHIMS TO SUPPORT AND PLUMB ALL COLUMNS.GROUT SOLID UNDER BASE PLATES TYPICAL LUMBER NAILING SCHEDULE IMMEDIATELY AFTER COLUMNS ARE PLUMB.PROVIDE BEARING PLATES AND WALL ANCHORS OR ANCHOR BOLTS FOR ALL BEAMS RESTING ON CONCRETE AND ALL NAILING SHOWN IS TYPICAL EXCEPT AS NOTED ON PLANS.USE COMMON NAILS. OTHER NECESSARY CONNECTING HARDWARE.SET ANCHOR BOLTS USING TEMPLATE DOT NOT FIELD GI OR FIELD MODIFY ANYEACH STRUCTURAL CASE. WT„CID PRIOR 1. JOIST TO SILL IS GIRDER,TOENAILS 3-8d TYP BEAM/HEADER DETAIL B2 TYP STAIRCASE FRAMING DETAIL B 1 WRITTEN APPROVAL BY ARCHITECT FOR EACH SPECIFIC CASE p, BRIDGING TO JOIST,TOE NAIL EACH END 2-8d PAINT.............................................SHOP PRIME ALL STEEL NOT ENCASED IN CONCRETE OR TO BE FIREPROOFED. NT$ NT$ FOR ALL EXPOSED STEEL USE A THREE COAT PAINT SYSTEM WITH A ZINC-RICH 3. 1"x6'SUBFLOOR OR LESS TO EACH JOIST,FACE NAIL 2-8d DATE DESCRIPTION PRIMER,ON EPDXY INTERMEDIATE COAT,AND A PROTECTIVE TOP COAT,OR HOT-DIP GALVANIZE THE STEEL AFTER FABRICATION IS COMPLETE. 4. WIDER THAN 1"W SUBFLOOR TO EACH JOIST,FACE NAIL 3-8d PERMIT FABRICATION..................................SSHOP TIFFE ERS,ICATECOL TO GREATE CAPS ST EXTENT BASE,HOLES AND CO N POSSIBLE BY WELDINGECTI INCLUDING B AMPLETE 5. 2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2-16d (2)2x TOP PLATE * 5 SHOP DRAWINGS FROM FIELD DIMENSIONS FOR THE ARCHITECT'S APPROVAL OF ALL 6. SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16'O.C. I6d AT STRUCTURAL STEEL PRIOR TO FABRICATION. 7. TOP PLATE TO STUD,END NAIL 2-I6d HEADER SCHEDULE(U.N.O.ON PLANS) SEAL: STANDARD SPECIFICATIONS...........ASC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS,ALLOWABLE STRESS DESIGN �,pc AND PLASTIC DESIGN,THE AISC CODE OF STANDARD PRACTICE,AND AWS STRUCTURAL 8. STUD TO SOLE PLATE NAILS OR 4-8d TOE NAILS 2-16d END 2x6 STUD WALLS ,L-7�� l WELDING CODE-STEEL. OPENING ROOF ONE FUR ONE FUR ROOF �NpF�F�/mL/+r�wF+S2 CA LOOSE LINTELS........_...................FOR HEADERS SEE SCHEDULE ON DRAWING S001. 9. DOUBLE STUDS,FACE NAIL 12'O.C. I6d AT HEADER,SEE V Y.7RSL.Lr3m 2x STUD SCHEDULE FOR 10. DOUBLED TOP PLATES,FACE NAIL 16"O.C. 16d AT FRAMING, SEE LESS THAN T-O" 2-2X6 2-2X6 2-2x8 �q SEE FRAMING N9 WOOD FRAMING NOTES 11. TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-16d PLAN FOR ADD'L 2X BLOCKING INFORMATION @MID-HEIGHT T-1"to S'-O" 2-2X8 2-2X8 2-2x1O A➢ G 7E 1. ALLPOUGXFRAMINGSHALLBEN0.20RBETTERSPRUQ-NNE-FIRUNIESSOTHERWLSE 12. CONTINUOUS HEADER,TWO PIECES 16'O.C.ALONG RA EDGE 16d AT OPEN TYPICAL @ BEARING p 13r �4{x NOTEDOR SHOWN ON THE DRAWINGS 13. CEILING JOISTS TO PLATE,TOE NAIL 3-8d WALLS 5'-1"to 741" 2-2X30 2-2XIO 2.2.12 s�OMAI 4��\ 2. ALLTWO(2)INCH NOMINAL LUMBER TO BE SEASONEDTO 19%MAXIMUM MOISTURE CONTENT. 14. CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d DRA G 15. CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-I6d T-I"to 8'-0" 2-2X30 2-2X30 2-2x12 CHECKED BY: TV 3. ALL LUMBER AND PLYWOOD SHALL BE GRADE-STAMPED BY THE APPROPRIATE NOTES: PROJECTNUMBER: R 146 MANUFACNRERYASSOOATION FOR THE APPROPRIATE USE 16. COUNG JOISTS TO PARALLEL RAFTERS,FACE NAIL 3-16d 1. PROVIDE AND INSTALL HEADERS IN ACCORDANCE WITH THE ABOVE I ' 4. ALL WOOD IN CONTACT WITH CONCRETE,MASONRY,OR EARTH SHALL BE PRESSURE TREATED 17. RAFTER TO PLATE,TOENAIL 3-8d (2)Zx SOLE PLATE. SCHEDULE FOR INDICATED ROUGH OPENINGS ON ARCHITECTURAL PLANS I/A WITH CCA-00.40 PROCESS AND UNLESS NOTED OTHERWISE.HEADER SPANS EXCEEDING TABULATED VVV 18. 1"BRACE TO EACH STUD AND PLATE,FACE NAIL 2-fid WHEN BEARING VALUES SHALL BE NOTED ON FRAMING PLANS. 5. ALL WOOD FRAMING SHALL BE BUILT PLUMB,LEVEL,SQUARE,AND TRUE WITH ADEQUATE ON CONCRETE BRACING AND CONNECTION HARDWARE CO ENSURE A RIGID STRUCTURE PLATE IS TO BE 2. PROVIDE 3"MINIMUM BEARING AT EACH END. 19. 1'x8'SHEATHING OR LESS i0 EACH BEARING,FACE NAIL 2-8d PRESSURE 6. ROUGHCONNECRONS SHALL BE ACCURATELY CUT AND TIGHTLY FTTED AS NECESSITATED BY TREATED(P.T.) HU THECONDIDONS ENCOUNTREDTO PROVIDE FULL BEARING WTNOUT USE OF SHIMS. 20. WIDER THAN 1"x8'SHEATHING TO EACH BEARING,FACE NAIL 3-Bd STRUCTURAL 21, BUILT-UP CORNER STUDS 24"0.C. 16d AT 2.JACK STUDS EACH NOTES It TYPICAL 7. ALL FLOORS AND THE ROOF SHALL BE SHEATHED WITH �'(VAT ROOF)TONGUE AND GROOVE SIDE OF OPENING STRUCTURAL I PLYWOOD,GWED AND MAILED,UNLESS OTHERWISE SHOWN OR NOTED.RATED FOR 22. BUILT-UP GIRDER AND BEAMS 32.O.C.AT TOP @ BOTTOM 20d AT DETAILS THE DESIGN FLOOR LIVE LOAD OF 75 PSFANDA MINIMUM OF 1000 - POUND CONCENTRATED LOAD. 23. 2'PLANKS EACH BEARING 2-16d AT B. ALL PLYWOOD SHALL BE LAID WITH LONG DIMENSIONS PERPENDICULAR TO SUPPORTS,STAGGERALL JOINTS.PROVIDE BLOCKING AT ALLXDNT ONLY WHERE SHOWN ON PLAN. 9. ALL PLYWOOD SHALL BE FASTENED WITH UW NAILS 6'ON CENTER ATSUR09MD PANEL EWES ANDATIO'ON TYP WINDOW/DOOR HEADER A2 TYP HEADER SCHEDULE Al 5�0� CENTER AT INTERMEDIATE SUPPORT,UNLESS OTHERWISE SHOWN OR NOTED(SPECIFIC SHEAR WALLS B DIAPHRAGMS). NTS NTS FJ Farah Engineering,Inc STRUCTURAL ENGINEERS ADDRESS: 80 MONTVALE AVENUE SURE 201 STONEHAM,MA 02180 T 617.645.09D1 2.STUD 2z STUD 2x STUD 2x STUD TYP TYP TYP TYP 2x SOLE PLATE 2z SOLE PLATE 2x SOLE PLATE CLIENT: 2x SOLE PLATE EXT a., PAUL ROIFF METAL PLYWOOD o; u PLV T&G PLYWOOD METAL "T&G PLYWOOD u FLASHING FLASHING < FLOOR JOIST 'T&G PLYWOOD a BLOCKING a BLOCKING @ 4"-0"oc REF ARCH HEATH PROPERTIES BLOCKING @ 4"-0"oc REF ARCH DEVELOPER: OUNHILL DEVELOPMENT 776 MAIN STREET OSTERVILLE,MA02655 DESIGNED BY: GOLD LEAF BUILDERS AND DESIGNERS PALM BEACH,FL 2%PT DECK JOIST DBL RIM BOARD DBL RIM BOARD 2X PT DECK JOIST DBL RIM BOARD ° � 2%PT DECK JOIST ° DBL RIM BOARD 2X PT DECK JOIST � ° � T1IJOIST GALV JOIST ° GAIV JOIST SIMPSON HD2A L 'D-oc HANGER SIMPSON HD2A 8"-0"oc HANGER DBL PT SILL DBL PT SILL @ DBLPT SILL I DBL E SILL PLATE PLATE PLATE PLATE °4 °a BOLTING °a °4 BOLTING&JOIST HANGER NOT SHOWN (2)2x10P.T. HANGER NOT SHOWN FOR CLARITY (2)2%2OP.T. ° LEDGER W/ ° FOR CLARITY LEDGER W/ (2)1/2"0 x6"STAINLESS (2)1/2"0 K LAG SCREWS ��(E)FOUNDATION WALL E)FOUNDATION WALL @36"O.0 °yA I I Y ° _I. a/�_._I_ TAINUE C °A (E)FOUNDATION WALL / (E)FOUNDATION WALL @16 TYP LEDGER SECTION (PERP) C4 TYP LEDGER SECTION (PARALLEL) C3 TYP DECK TIE IN DETAIL(PERP) C2 TYP DECK TIE IN DETAIL (PARALLEL) C1 NITS NITS NTS NITS FLOOR SHEATHING 2%STUD 2z SOLE PLATE 2x SOLE PLATE 2.STUD SEE PLAN FOR 2x SOLE PLATE ADDITIONAL TYP 'T'T&G PLYWOOD j-T&G PLYWOOD 11P } 2x STUD INFO., TYP ERIOR PLYWOOD BLOCKING @ 4"-0"oc W T&G PLYWOODEXTERIOR PLYWOOD BLOCKING @ 4"-0". SEE PLANOFOROSIZE, Z EXTERIOR PLYWOOD SPAN,AND SPACING FOR ADD'lyINFO SCHEDULE I 1W ` 6 DBL PT 2X NAILER u- V z Q IAA% SILL PLATE W Z Q 2X NAILER 2.RIM BOARD W �F 2x RIM BOARD J )1ro EXTERIOR PLYWOOD DBL blULETR PLATEw�PRESSURE TREATED FLOOR JOISTS, ILL LATEZ Z W W2x RIM BOARD PRESSURE TREATED d o > SEE PLAN FOR SIZE, dEXTERIOR PLYWOOD I EDBL SILL PLATE `I'_ ° ' SPAN,AND SPACING PRESSURE TREATED FLOOR JOISTS, ttt N�G� N G.> SEE PLAN FOR SIZE, ° I 7 MA% SPAN,AND SPACING (E)FOUNCIATION WALL F.G. Wx4DOWELSd ANCHOR BOLT,@12"oc - SEEAMNGPLANFLOW THROUGHLOWABLE FILL PLOWABLE FILL FOR SIZE AND SPACING VENT FLOW ABLE FILL — '- ' ° c ° ' d FOUNDATION WALL FOUNDATION WALL rb DOWEL T 8 °°G SEE FOUNDATION PLAN 4 SEE FOUNDATION PLAN o,p FOUNDATION WALL ° p FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORM4TION - q L _ SEE FOUNDATION PLAN — o-LJ 3r 5 CONT. ' o.p FOR ADDITIONAL INFORMATION o ° � c 2x4SHEARKEY o p o '.p p TYP FOUNDATION SECTION @ FLOW VENT B4 TYP FOUNDATION TIE-IN DETAIL B3 TYP FOUNDATION SECTION (PARALLEL) FB21 TYPICALFOUNDATION SECTION (PERP) B7 NITS NTS NTS NTS wTE LxslnlPnox ORA T D OF6� 0 NOTE:SEE TYPICAL SLAB DETAIL FOR ADDITIONAL INFORMATION IL_.Ln��p`+ swsax ca (`f�r771�.�R�r�Y°�Y��77N COL NUT ASHER G&LIG �' ANCHOR E%ISTING EPDXY ADHESIVE(5000 PSI MIN.)TO COMPLETELY No g 55EE FILL VOID BETWEEN BOLT OR REBAR AND HOLE IN • .� G. - BOLT MATERIAL Wes .PROVIDE S.S.SCREEN TUBE AT MASONRY -I 9 I ° III OR RE84R ° COMPACTED FILL�BETWEEN SLAB EE THICKNOESS REBAR LT OR BOLT OR REBAR REQUIRED EMBEDMENT REQUIRED HOLE 9o �'r$TE�M�\+fit+ "H"=HOLE DIA. ° SLAB AND FOOTING I OUTSIDE CIA. UTSIDE DIAMETER°0' LENGTH"E"(INCHES) DIAMETER°H° ONAI J (INCHES) (INCHES) X X +x—}—"°—x• X x "EMBEDMENT DRAwNB: LENGTH "E^ CHECKED BY: TVG 3/8 3 3/8 7/16 ° EL-SEE•PLAN NOTES 1/2 5 1/2 3/46 PROJ TNUMBER: R14146 4 ° a . ^ e i 1.DRILL HOLES,CLEAN OUT AND INSTALL EPDXY AND BOLT OR REBAR IN 3/4 B 3/4 7/8 vj ANCHOR a s a� STRICT CONFORMANCE OF EPDXY MANUFACTURER'S WRITTEN RECOMMENDATIONS. BOLTS 7j8 7 9/8 n. 2.UNLESS OTHERWISE INDICATED ON DRAWINGS,PROVIDE THE EMBEDMENT 1 1/4 11 1/4 1 3/8 a+ LENGTH AND HOLE DIAMETER INDICATED IN THE SCHEDULE(THIS SHEET),FOR 1 1/2 13 1/2 1 5/8 4 THE BOLT OR REBAR SIZE INDICATED ON THE DRAWINGS. 3°CLEAR e • 3.EPDXY BOND STRENGTH IS TO BE BASED ON A SAFETY FACTOR(S.F.)OF 13 BAR 4 BAR 4 6/2 1/2 5/8 SCHEDULES AND SEE FOOTING SCHEDULE 4'D' 5 BAR 7 1/2 3/4 ° �. REBAR 6 BAR 9 7/8 TYPICAL a° SEE FOOTING SCHEDULE 0g BAR 1012/2 1 1/8 11 BAR 13 1/2 1 1/4 FOUNDATION DETAILS EPDXY DETAIL TYP BIG FOOT SONO TUBE A4 TYP INTERIOR FOOTING SECTION A3 TYP EPDXY ADHESIVE SCHEDULE& DETAIL Al SOO l NTS NTS NTS ` RJ Farah Engineering,Inc EXTENT OF HEADER C QI HEADER SIZE O © © O O O © STRUCTURAL ENGINEERS DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) ADDRESS: _ E E L=1'-0"TO W-W PER SSP (1)H8 TOP/BOTTOM 80 MONTVALE AVENUE _ GARAGE HEADER (1)LSTA 9 (1)SP4 pER KING (3)A23 (1)A23 OF EACH CRIPPLE STUD SUITE 201 • 4 I HEADER(PER PLAN) L-4'-1"TO 6'-0" I2)LSTA 9 (2)SP4 (l)SSP (1)A23 (2)A23 NOTE:FOR HEADERS LOCATED DIRECTLY BELOW DOUBLE TOP STONEHAM,MA02180 • ff r - PER KING PLATES,STRAP HEADER TO TOP PLATES WITH(1)C516 01 (1)CS 16.(6)BD NAILS A PER""WITH(4)BD NAILS EACH END OF STRAP.BEND Ir EACH END OF STRAP •I,I 1:1—`-I, 8'-O"* Y,{ (1)SSP STRAP OVER TOP CH EACH H RAFTER TO • •I •I -� L=6'-1"TO 8'-0" (2)ISTA 12 (2)SP4 PER KING PER EACH KING STUD (3)A23 (2)A23 ALTERNATE:ATTACH EACH RAFTER TO HEADER WITH(1)H8. CLIENT: ' 0 (SEE NOTE'4') PAUL ROIFF SEE ARCH DRAWING L=8'-1"TO 10'-0" (1)SSP FOR WALL FRAMING �- (2)LSTA 15 I2)SPH6 PER KING II)A23 (2)A23 HEATH PROPERTIES DETAILS DEV(II SSP D NLL DEVELOPMENT I 0 L=30'-1"TO I6'-0" (2)5T2122 2)SPH6 P PER KING (2)A23 (2)A23 776 MAIN STREET •I• •I• p I•I I'I• MIN WIDTH=24" OSTERVILLE,MA 02655 DESIGNED BY: I•I I•I• 'I'I I4 HEADER SL2E O © © O O O O GOLD LEAF BUILDERS AND DESIGNERS PALM BEACH,FL SEE FRAMING PLANS 'I FOR SHEARWALL PANEL (I)-CS 16 THICKNESS L=1'-0"T04'-0" W/(5)SO PER KING (1)(1J A23 MIN 420OLS TIE-DOWN D D EACH END (1)HIS TOP/BOTTOM OF EACH CRIPPLE STUD FASTENER (2)-CS 16 (I)SSP NOTE:FOR HEADERS LOCATED DIRECTLY BELOW DOUBLE TOP PLATES, I • II 0 L=4'-1"TO 6'.0" W/(5)BD PERKING (1)A23 (2)A23 NOTES: N EACH ENO Il)CS 16-(6)BD NAILS STRAP HEADER TO TOP PLATES WITH II)C516 • EACH END OF STRAP PER 16"WITH(4)BD NAILS EACH END OF STRAP.BEND (2)-0516 SEE (1)SSP STRAP OVERTOP PLATES AS REQUIRED. 1.HEADER. 4'-1"AND LARGER REQUIRE(2)LACK STUDS AT EACH END Of THE l=6'-1"TO 8'-0" W 6 BD PER EACH KING STUD (1)A23 (2)A23 HEADER. � EACH END NOTE PER KING (SEE NOTE ALTERNATE:ATTACH EACH RAFTER TO HEADER WITH DBL 2. SILL,BOTTOM 2.CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X O 1 H8. PLATE TO BE FRAMING MEMBERS. (2)-0516 (1)S5P PRESSURE TREATED 3.NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6" F L=8'-1"TO 10'-0" W/(8)BD PER KING (1)A23 (2)A23 O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) EACH END 5/8"0 ANCHOR BOLT 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO 0 L=10'-1"TO 16'-0" (2)ST2122 (l)SSP (1)A23 (2)A23 OPENING. PER KING 5.DETAIL FOR WINDOW AND DOOR FRAMING ONLY.OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. TYP SHEARWALL @ GARAGE C4 TYP WINDOW/DOOR TIE DOWN SCHEDULE C7 NTS NTS SHEAR WALL LENGTH TIE—STRAP (SEE PLAN FOR DIMENSION) SHEAR WALL LENGTH POST (SEE PLAN FOR DIMENSION) J W 2X WALL STUD Z „--F-T _ ,W1 g POST 2X SOLE PLATE DBLTOP 2X STUDS II FOR SIZE ANDN !f -77 TT----- LL U./ Z Q PLATE I I LOCATION W W Z Q SHEARWALL PLYWOOD SHEAR SOLE PLATE END POST PANEL,SEE SCHEDULE W 0 F_ PLVWDOECCK SEE PLAN FOR I FO0.NAILING SIZE li �J�!�L Q 4' SIZE AND LOCATION PACING V 2 UU(— I PLYWOODSHEATHING Z W d O POST I SEE SCHEDULE FOR W THICKNESS AND I I I N d A35 CLIP / NAILING SHEAR WALL POSTF .1 ES PLVWOOI I I HOLD DOWN FASTENER 13 Lp DECK I I SEE SCHEDULE FOR SIZE FLOOR POST SIMPSON HOLD-DOWN AND INSTALLATION I W JOIST II REQUIREMENTS II II PLYWOOD II IF E PLAN REQUIRED SCHEDULE II II II 2X FLOOR JOISTS Z DBL __ DECK SOLID \ I IF REQUIRED DBLTOP BLOCKING TOP PLATE HOLD DOWN PLATE ll---�--�— SOLID _ BLOCKING POST SOLID POST 1 — —�--��--- — BLOCKING `JOIST T� T( TIE-DOWN BEYOND - DBLTOP STRAP,SEE DEL TOP I I u FRAMING PLAN p u PLATE FOR 512E AND PLATE - LOCATION POST EPDXY ANCHORS HOLD DOWN PER POST SEE PLAN AND DOUBLE SILL SHEAR WALL SCHEDULE SHEAR WALL PLATE,PRESSURE FRAMING SCHEDULE EMBEDMENTPER TREATED MANUFACTURER'S FOUNDATION SPECIFICATIONS WALL TYP POST TO POST HOLD-DOWN B4 TYP POST TO POST STRAP B3 SHEARWALL-SHEARWALL CON HITS B2 SHEARWALL @FOUNDATION B7 NTS NTS NTS NTS DATE CR D II LLE:WRU QIV�S� PLYWOOD ROOF SHEATING REFER TO FRAMING PLAN 2.FULL L' L�1/'1p e�p� AND NOTES BLOCKING Tr7�./ ; @8'-0"o.C. CDX PLYWOOD "*REQUIREMENTS FOR EXTERIOR NON-DESIGNATED SHEARWALL WALLS /SEEPLAN FOR AOD'L GALLrM - CA RAFTER INFO. SW SHEATHING EDGE FIELD HOEDOWN PLATE ANCHOR BOLT REMARKS SEE ROOF FRAMING BOUNDARY NAIL �+PLAN 1/2"COX PLVWD(32/16),PSI RATING �1!4 O yin G f FULL CONTINUOUS BLOCKING ID 1/2"CD%PLYWD(32/16),PSI RATING IOd @ 6"O.C. 10d @ 6"O.C. HDU4 5/8"DIA.A307(BM3)@ 48"O.C.W/WASHER PLYWOOD ON EXTERIOR FACE OF STUDS BOUNDARY ID 1/2"COX PLYWD(32/16),PSI RATING 10d @ 4"O.C. 10d @ 6"O.C. HOUR 5/8"DIA.A307(8x3)@ 24"O.C.W/WASHER PLYWOOD ON EXTERIOR FACE OF STUDS NAILING 2X RIM SEE JOIST 2X RAFTER SCHEDULE ANGLE CLIP TYP DRAWN BY: TVG REF ER TO SHEARWALL CHECK BY: NG SCHEDULE OR 1. OSS OF COMPARABLE THICKNESS MAYBE USED IN LIEU OF PLYWOOD WHEN APPROVED A35'S@4'-0"a IN WRITING BY THE PROJECT ENGINEER AND THE LOCAL JURISDICTION. PROJ NUMBER: R74146 FACIA SIMPSON A35 2.CEILING JOIST EXTERIOR SHEATHING AS A MINIMUM 2. BLOCK ALL UNSUPPORTED EDGES WITH 2c MATERIAL U.O.N.ALL PLYWOOD NAILS SHALL EAVE CLIP @48"oC IF NOT IF APPLICABEL SEE PLAN FOR ADD'L BE COMMON WIRE.SEE SPECIFICATIONS FOR OTHER NAIL REQUIREMENTS. SPECIFIED PER SHEAR INFO. 3. SHEARWALL LENGTHS WHERE NOTED ARE MINIMUM.DO NOT LOCATE HOLODOWNS DEL TOP PLATE FROM THESE DIMENSIONS.SEE ARCH DWGS FOR ACTUAL WALL LENGTHS. EXTERIOR WALL SCHEDULE 4. HDU REFERS TO SIMPSON STRONGTIE CO.HOLDDOWNS.INSTALL PER DETAIL PLYWOOD POST WIDTH SHALL MATCH STUD WALL WIDTH.SEE FOUNDATION PLAN FOR OTHER en nne. RED'S. FIELD AND EDGE 2X BALLOON STUDS 5. EDGE NAIL WALL PLY TO STUDS OR POSTS WITH HOLD-DOWNS. NAIILING SEE PLAN FOR SEE SCHEDULE NOTE:CONTRACTOR TO COORDINATE SIZE AND SPACING SHEAR WALL WITH A SIZES,LENGTHS ANRAL ISfOR ALL D LOCATIONS. SCHEDULE Ft SECTIONS TYPICAL EPDXY ADHESIVE SCHEDULE A4 TYP SHEARWALL CONNECTION (@ RAKE) AS TYP SHEARWALL SCHEDULE FAI SOO2 NTS NTS NTS RJ Farah Engineering,Inc STRUCTURAL ENGINEERS Pee let-t6e ADDRESS: wren eheaMinB mkkn.0 e.med.%•, Lam marina xr slrea'wall aeons ® SD MONTVALE AVENUE mm.hmminp mneua et rim boom (0.13Sx3X')q Flmr panel nail-00 IRC 5a2-i..aims lame INTERMEDIATE BEARING ALLOWABLE HOLES-TJI Joists _ WeD SiRlenerm q_q.wallM 2onceMer reetreet(bmGinpt et all (mud mticomr wall meow) Lmd mareB or alma'wall Pete nell Plam nee-16tl(0.13fi'x 3X') (0.131'a y4')el6 P NO LOAD BEARING WALL ABOVE � , �..-e n a� Ta SUITE 201 re.uimtl um side q 16'.'soar' i6'Docents' ncemr emmedab auppoN a e�whmiWaacam�r well �y gomw de a tX�eMnp p N Pere lei et A2w web StiOmerm'aqua. Saiamk D.iBn Catopo.e Web gMenerm roquirmd m e mro STONEHAM,MA 02180 BlockllN Fimrpanelnafl-m(0.131'x2Yf1 DO,D1,mm D2lo B«tlng panel cam aloe aJW T617.646.0901 cam eqe et A].dW flwr Bbmap parse 0� gene q S ol.mder Adam panel along.«m. 1X'Timm5be.•LSL em eephrmBm. 2x4 mldvnum O anP. will spuenorm rmgdr. roO`�.°� bmm• wawa p«k. •- = � Q1ENT huh.w.e N.W ' no B1 B1W 2x 0, C..".;K.e mane L •Rarmie IX-T4nm5tre.•ISt.o' 'r p6•m.nme, -. .ro p.rmia.an nwmvm PAUL ROIFF netl The §- 0 iLweP1X'Mnemml "k^' Xn- Wmp0lemm Lbmo.mall bMe 'oW I.sheathing Mk:knue Toes Tehed tad(0.131'x 3'1 xo,ed%',MmaheeiNhe F.,1I.main IN—elan l VZ -a ro.xk.mewl ..mpl kmwvDl.pp HEATH PROPERTIES at T.nc-, mngu-ninmam -Aram TJI•Jolt m rbn hom wM me led(0.1281 ) web edeenorm ld-hemjoht mu.erwvme bNa. oOxor TJP ran pig nell.Top nail from Tile joist Into dm bmm, repair.each.... wdep 84W DEVELOPER: Web sdnamrm Iwenpmpw d«Balm elwana Bzw Table A-End Support u.w rp .r F.ran mare mmkw mans•/,- .c.-el-1-heu lrld(0.1za'IOT.n..Tm mu mr wm w.'dax DUNHILL DEVELOPMENT ,waked ewh°ills BlwHrp pawn may De'aqua. End didge at..seine Minimum dlabnu hom ad a of hole to Inalde face of he real end au n OOp Al W Muaf have 1�-.enema. -.tech TJIo Joal m r'vn mere wim one 1pd(0.120'x3') eupmn ell penal aepea tom sills d parellel clmure inm rim bmm BI«Bop`sole may m el__,t 776 MAIN STREET Al A1W A2 A2W /,eldro legeaheir.Aral nao.Toe ma hom TJI•jdal ime dm beed. 82 e2w rm 1lxj wIel err wph B3 83W wish•nor wall.above m mlav B4W a"mv,a vw ROUND HOLE SIZE a SQUARE OR RECTANGULAR HOLE SIZE OO dmlolsl per A3 tletalL -conned mrmf wim fourlW(0.120'x3'l neila.Tm roil 'Sea 111"I TJIe Jdq Speciliele Guide,4TJ<OOO,nM O a-.,bgmv-am seen Bl OO (See aetnil el) OO yr. p4. , yI. e;{- , OSTERVILLE,MA 02655 OA3 A3.1 A3.2 A3.3 hen Wext°tunneldmuraherimmom A34 q3.4 ILevale Rim Board Spedee/s Guide,OTJ-8000.for DESIGNED BY: O O O•Convenllonal-heucllon code mhe...for use with O O add delal inslelle0'on specl(carions end applications. A3 only.See the!Laval TJIe Specillues Guide,eTJ-4000, rX O O O O " Net mr.ppn zx_mmnever,w«tl mcko'ens GOLD LEAF BUILDERS AND DESIGNERS A3W A31 A3.2 A3.3 end the lLeve/m Rim Board Spedee/e Guide,kTJ.8000, tX'Tmbe,Sha.e LSL or iLwp•1W rim mem. Blatldng TJlmjohtwobwiet2mwe'. PALM BEACH,FL W W W Nellwkhloe(0.131•x3•I na'le.sum amp IwA3.1d13.3 insfelleflon spadf lions end epp/icetions. a-0'leremd TJlepat O'dhlMer maxbnum hde le,tl%'- poop (0.148'x 3')nai"MV mX• relniorcamenl end glee' 16'tleep bl«kin e.mom flaMP.Nai m bbckbq panel wm g panel�;Sdiemerer 1X'Timm5hantle LSL xriLevel•1ys'nm mdbna mqury lam toflmr panel wh.ure. mcanbr,ghm..Use '-0'Ion hl.ck.U."I lmglh -insure tar the inp pang.gX- he Nail wet 1m(0.131'x X)nan., can 16tl(0.335-x X I hello wnh Lom lmmabove WeD.Xenarm god T itiampe,mulmummle brlla wiM 9X'aW 11%'TJP deep e,ehs than 1T elo. maeachelmp am tmmmflange. g0am rpporcemeni mph! 3yr•TJlejdat heeilied mm r lerleter maxirmm.1.br l l iP- -rein(orcomem IS tlaep d«ki p Damla;S damelar jpim. Do not cN flenou. wim one BO(0.131'x 2X-) flenBe wleW. sleet et E1 W IT deep bl«Unp panel.;6•damper xn one sae p E2, ximum M bl«kkq panel.9K' nail q-•"h comes *dZ-p k. or gwnw man l2 blq. 1X•TlmbaStre.o Lila Alech reinbmemeMlojoal111 man 12'IonB. Do not mt flan.°°. LL.,1X•uho boom.Nail wim 'M me8tl(0.131'x2X') Hmb«sal blxcUnp palateFtapplleeto ail at eazh coma, .lessen yam Idq.Nall m mp ihille lv nanou. ette,131'x 3')naile one each ESqmp ant mean Poops. a2•len °i�• Warewim mnnegi°nt mia'rvalem lo.e.e lolq.lY-TimeaSvanae LSLw 'sell°mmman tenor panet.dlmule.it.-1X•M1nmom.Nailwith Adam m-I-ent m nepee pES, anryreP1 W(a.131'x 3')nalla,one 'd Full tl eke! I bothpithsmE6forcemaM on badln.mpmDwtlbotlomOenpe. o0.1�re3')neae etS a.Meeit Ei °n°si&etE7, y„°et r14perminimu , . e n' t N IxM aieu p EB d °T >mYsYss �ss ,sIram remmmemwl c I.i. �S Peeps won Btl(0.131' mi 9Yz-entl llr/e' F1 �.W � sro es es I's rs es ,'a• I'o r ,�• + .'s TJP ib lac Men fi' 'Sm.•LSL.r s•) Table B-Intermediate or Cantilever Support roebrtilp mm peso, Eqfr.nmrlwdamundTJIe/o1qmgper leas. NOL br use wtth]+�-TJN/Dees flange wltlfhs E6 EB WEB STIFFENER ATTACHMENT Mlnlmum disbnce from ee of hole to Inside face of nearest lrnermediate or ca,rtimver su rt Im Ip.I3I•x 3T nta.,aw na;rmeq l- `Ga a.T ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE E1 E1W awn etmpantlma ftlee. E2 E3 �bn k,. t- r imam Eon' ilk' n1• + yr- ." , EXTERIOR DECK ATTACHMENT TJPJeer hiete.0hee end (1X'Ixr TJlm "'•" Se-tue l° '.eammg apply subaer Dock°inslexid p X lent-.pan •S60D oM' Filer bilk:Ham wah mn till(0.120'x edh..I-to all Iacetlol.,ume .17Pn1) L Web pilremreazh'We •will mil Ines hom emus,emu woe 11 3')nail..Gincn..Uce Ian tfid(0.136'x Faehilg eonmtt leula.ea Mo Ba(0.113'a 2Yz) S..aes lbw. eDRenw tight b mP flange Igev p mtlmn ne.eo'n e.ch.ge wlm3'TJP nail..' r paMmuh, ff p)il-ee gthe,Uaeph.nnail.wlM Me��Yro perM1�ukm. Troll.Zx di°C •«raw. I Tight nanpa)whe,mere ie no wp,m mow. "'(' • TJI•jabt depme9roatw mw lS. Baduvdmrk:Ileell M ermih.elm m. I.Ber '1+' 'e-i Nging Rpuinm°ee, th•ndrfaepm _ Mm� P x `Ia dal' Depth Mlnlmum WD nt 6 TJI Jolp aerie. Numbs Halls mmhdnfla'ge wnh lam Sm lapels' tYe'TImm5lane•LSL (ll.) Settlenar Site TYM End IMarmmlab M hanger.).Auach ebb below.Ma'vrtain err LLevalo 1X'Mn moon 110 All e-x 2K,,' wah tel I0 0.128'x 3') 2'dean.I—...the. OomnM. 210 qll %'x2�a T.P main! maadiii-dwbn - ide-1 herteruenw. 2x_.h eppilgireallm°lX 2...0 NI %'v 2Ko' (U.113•.2X') hwpm «while, pht-span emmm using Iwo .31 fi s33 NI 3 3 2X• mesa ver lees rypimt xzRi 1� z Fwem. B.m aldea.web me 1]:'T W,e-n � W&.7 All - (0.13Sx3X-) nenger um wimG Ie TJP f4pm Diremyeepoidmlling 4 g E. 4 d W J wee ethth,..regal'.X eitlee d IO When Spaxaled on the Iayou4 o e of Sfi00 � Zx4 s s U_ nil rdth,,hi 1, np Wm rop mount M'pws,DacAwDmakrphiled (tlTm aK'mD mW a.ma on PB1 p W 2Y (0.135'x3>i') 6 11 U Z Q H1 a^9e hw,,g, H2 ody ror dxwnwW lode mo«dlnp 26016a w/w H3 O Carmehtviawnlmiasreron m.uum lv vmaewm ePemuma. O the above breelrg oPflone Is required a 2d' 6 13 Z Oi �ntes'd TJPloht top nan ,s Is 1s ,s as,zs Ia Is ss ea ea+ L uplel.exalon•. v,..wwdpo.vww. O FASTENING oT FLOOR PANELS •wl-v�mw meek wmmh;m nmewwDa..we.Lew.X'pwm lean mmmmnde.•r wa rms rn J LIJ �� hh6phhw. R.w FILLER and BACKER BLOCK SIZES a m ore in we P. m.mpreh+zancener.vreyaplam .mdece.wm 0 Q w H Tjf'i ,Xm_ aande open ns'mepumk veu p kmme wain rv.mxalemummro..re mm.im,maim im.bw mmymkmm mwlmman< an,x u +'p aX a 31 m .X-m w mm1' ro ., wmm,em.lmld. Z N a O I+XI.a `";, „x- „u- „a- x-"� mabmmm.m.mmM W w V BEARING AT WALL BEARING FOR DOOR BEAM TO BEAM BEARING AT we .yil bgelmk axs uX' ue�K' ue NY'- ua`X' aX' i m war igim mnuu.L wlo Jemmm Meonere�mnun ymuepwe nprexlwuve� N OR WINDOW HEADER mlo.,w5 a•A 1wlo.tae}sY.� rlomlllal" �ro ro , ro ue u m CONNECTION CONCRETE WALL 4 , a e•reeuwa 3 2Pe 2rs h� ALLOWABLE HOLES-Headers and Beams d 1X'TilmeStrerge LslwlLevel•tYe' ere(a.trz-x eX-I .' S b' 6'P erol B• am"ui^' a 61 ' xe enXro. h0`�- 2iB`X� e O Strap par ode a I«.lam em bmm ore«Hoe+o,tperel Isla mmin.au.me' dw..wpmwmel '�I mP exa ^ < ahN ro "d Ppwimd.2 1.55E TimberStrand®LSL Headers and Beams 10 wool ewwr,.w�.t wv-I+,www•m..ewwc• �,.em.mraw.w�..xmAa www.mp.wme lamer ones.Domes wµmn-.,,wemm.sdbwwcw.pmwow nnmwwc al Y awugpwme. .cur almk ro - lac+�e.�nm wx�m.mnam p..em,:na..mw.mPwroim.e.m+wm,,.m a•arvl q s 1 N I mle mmuml W - e loor W) nl X mK' Y.'w%. . wmlomOnwtromlmmlww •.e.gad..mwmmmDMrea ores(c.1,3•a reel mn °K-w.mm.✓ gas 2m ut2 Kit- mro Fwm mp mv..mmn one Omens amwnDv wpewarmn oro noon •Txgii.'I.h gem.paamarimolb41dae.r!..mmaw 0-r roermyatunurw mblbm.negnmdlmNad mda TJxpin+mrrim bore wamrewa. o mw n Is mq emu fro up, npdmilam l0 pn¢roar mr Fete mount PMMuntreaed xn re a M�immuamanp. Johm muse.eepgly wp«seep Column helper won lwmmmtlir«t uitirommmum.noel alrent K-m.eappema. mnlfl v ra.e.mmlg°bylithi nano L1 O O See till.-I-111emrure Lq mncrmte anm mamanmidg roa pecnmem he x�. . ror hami SeMylxaclrp ltxd ,tY.'-t,K- a'h' �COO"BdOre Silent Flooro Joist framing mblmvm)q r oncanbr la does not re Esquire bridging or on<wrt..m,vl•ao Joiml and MULTIPLE MEMBER CONNECTIONS 7 g g E1 uF-dit.•ti.Wgh-hill General Notes amemsw,m FOR TOP-LOADED BEAMS In mid-span blocking m.ad I..m two ad(0.113'x 2X')loll•minimum I%-Wide Places. - (a••WARNINGI. •n.bumbmenm Dumsh Pmk.bnmgwx a Minimum d 3 rows 1.(0.120'x 3'1 nailc a,1Y o.c. I e Minimum d4 row,,lad(0.12W.W)naih p IT-. � Doxo7Dewc0 Other iLevelO Trus Joist®Headers and Beams mr tit'a.deep.mom. ELEVATED idea H2 B •M using 12116d 1a.1.1.16Y damper) BEAM ON COLUMN BASE COLUMN BASE h-horemeraee At Rim lam join, .aE rlroersvLL BEARING AT naa..menummrpmilhgr -eel COLUMN CAP of wall. E2 Dpweex josm DDb..Irro beyond Meingda L6L Imm:oro p.m m Ivpu+mylm'mull Kaedn COLUMN rout.by one. on re ,won ad 3X--Wide Places:tveolu een- , hh., - O ram or wpp-member. .M.In rw wewe.m ♦Mln.wood 2 revue X'm m at }��\\\\'��\M�p\\\\y�yJ� 2Le,u 9W ate i W `r' n wu aqua m.b.rea (t) ...eana-.event acmes enDm _ DAIE OFSOtImON mem-th Omemnw uw-h-.M .� TJig dmlohl DS D R ills-IoamO Oea"m ly.•n-6ha e- O Vad e.h.Seep et Atlldled 1.l(ng oeaded goat by O O- O mp monk L3 .Ilevem lX" mom. pm.eX .ea mbzore E its Y.' t''Pk `MJt Pt P2 P3 O 3E TimomSmrdm LSL wry--2b tk LS I•nptn.e.°mlmM L6 repu/retltHN s(de-loaded muttideanember grod a to ILauPlXaratwa, beams.Refer to cwrent Product lltlature. Lt d m,. 81 General Notes G ��/ 'mro elm boon..peso w,m m,lrmml L' ez nee wN. 6It_ TJIO JOIST NAILING REQUIREMENTS at BEARING np1pf piq'a TtkANIAC TJI®Jolat m Bearing Pie, Squash Blocks to TJI®Joist L6 B3 .N.men,n paean.elm 1177�V/11t1Ni��11''S ly'Tvnm Shuld-LSL or (Lmdb•wng w,a.bowl a'm penx.dmmem. A^1 IL.s 1X•din exam. Omtad(0.120•.3') �IJ lei aio cam fla�ga O B4 Use Bt or B2 at . ( (/ WARNING as Om Od 0.113'x Intermediate he ice. INSTALLATION TIPS bearings Jaata ere whoopee u,Mi brwea bough with load bewin w 9 nelhq ens lap Brecl I � V ro eludes. Su r n ng (. reap 1X'fmm e.. ^ Dllm m eqe wul aromw mor E.dpi.b skean wall hom above v' mnxmmme,out may np m'egwree. e,mom Ile •am"n° Rma roe an tea ' IFST dma.. 1 'minimum Dam ur Ah.era.dppl Bt \'/. Ire Bmmd ant wan eid in ;3X'minimum Sgtm flake and d«lai pall.holy of wagon / nee min 3 une, _VS p hxlh...b-he Peck.vmpml Imb(deeih Bt a.it, WARNING TONAL E SMwb eum lue"'.ma pulh. ro Pe h.xd the webthaTelb,l(wimweb Ht .pBenmrm hndewbpma O aM uam Imwpnp nNllrp achmum ) w doge Rlm to T le .r blame.pall.. J Jolat DRAWN 1X'Tlmmralrm.eLSL or ,:whilT.lie din Whw phb.dead.at mn4md mamN Pv0lCHEC Y:. TVG R•wl•1X'nee lam m IV Tm nal Wm parallel paNlpna,epazejohb span me wBm DO NOT walk on/olals DO NOT walk on jolsta DO NOTamck ou/kllrtp N R 4 I%' d•TJlenmlorot till(0.12Sx3') ofBm wgllor Wumdngor HVAC. urnll braced Nef are lying flat .speak on unaM.Med PRDJE UMBE Rt 746 One1w(0.1ISx3'l reel ills ma tee side 3X-wlda TJle L4 //r ExleriOr Deck INJURY MAYRESULT. jo(ak.Sleck.el ewr in.tchil-i. hill, Baaldq Addliwul jell he Wumdng Mop(.°°deoft to Exterior Do WARNING NOTES: baama wwelk. /I/d z);i'2°ii W6 TJIe,Im ShuWrml leekofpheperbreelnBdurlhgenseucHonc he-h M ear bus o neethinB adxidams.Do.-Ne fdbwing gliidelha e: Idq:Om 160(0.13Sx 3y,-Mtl.TJP ° oo noT une 37¢')ref min eel ranee din 1K'm'mimum mwvN lumber wr din da+aro.D•np.n.rmmame and nee aim wuw ma wpponadmo TJl•pga muummmpney'nu.laa wit pmmMiwwa. en not: Lomro xm ao.rd/doe baAvean/din. r .•, poem w b.[M lng. tmlane pmmemm dwk(sbmdrol.easel.uw rmafwldidaaglb a..rup mum mawaero wt. BEAM ATTACHMENT at BEARING ro Pmmdeemp.woos mknuY MHnk srxrodrop+,.lmmi )mx.ban mm..0 rn.ea+mr�m. mmmpmemm,M.yrum 6himtl U mmdreammwwm soeALDwgBE uwaid, ' w.lYa.dma.nmmeapalmmWOOD MEMBERS thn-1re.•LSt. Plume oleo 1n.luixmb H3 HOLES Ihp poly e.iiwamroeamm mmein webnl won tTlmm lee pomroP.m CONNECTION ILeval•1X'em boar0. erwproilihealy ertpbt,eq IumM. 6. Oa a. 1-/1ITT,I� 12-m-comer w.mmg:Dnlnrg,wware..irq m mwnie,re wood Dloducb awerpea waatl euq.a wbsbnm Ham m m°gam o pCelymletomutmne.FormoreinomemnonPmpmlDxn6fi,vaMwww.w.mmaMom. TYPICAL DETAILS Bearinp pipe te m Ddse npl.pen st homing plan(aapDlkeO a) m,.h wim meal fee 9�p�um lOtl(0.128'x 3')nail tee seals b mina 1. m.-Fremeft Podmt p wall or mein 7409 A.Way---,,kev°I,Mbdlam.Paralam.Seem Flmr.TimmStre..TJI,a.TMs Jaht rea der of memo'et mer'up,1X' pP iwlg pf Pam Guitle tar minimum e.and ere regige ..Imam M1om e. cmmetlhb marhg Ie,Mme. i Osmanlieye eY pant.All aT xuue[.. bmemaM o1W nmeu.r antuwrN rghb'.toed. ,,hi mein USA. S003 FLOWABLE FILL NOTES 10 V.I.F. FJ UCTU Engineering,Inc 1. WORK SHALL INCLUDE ALL LABOR,MATERIALS,AND EQUIPMENT i0 FURNISH AND INSTALL TOP OF WALL ST'fRUCI'URAL ENGINEERS FLOWABLE FILL AS MANUFACTURED BY GEOFILL LO PERVIOUS,A FREE DRAINING(PERVIOUS) EL.-14'-0" - .. OPEN-CELL,LOW DENSITY CELLULAR CONCRETE AT THE LOCATIONS SHOWN IN THE PLANS IN LL _ ACCORDANCE WITH THE DETAILS IN THE PLANS AND THIS SPECIFICATION ADDRESS: 2. FLOWABLE FILL MATERIALS WILL BE USED AS ONLY AS A STRUCTURAL FILL REPLACEMENT I D FILL(E)1 NI G v > 80 SUITE 201 LE AVENUE 3. FURNISH AND PLACE FLOWABLE FILL IN A FLUID CONDITION,THAT SETS WITHIN THE REQUIRED DEEP!OPENING Q SUITE 201 TIME AND,AFTER CURING,OBTAINS THE DESIRED STRENGTH PROPERTIES AS EVIDENCED BY THE W/CONCRETE STONEHAM,MA 02180 LABORATORY TESTING OF THE SPECIFIC MIX DESIGN,AT LOCATIONS SHOWN ON THE PLANS OR SEE PLAN d T 617.645.0901 AS DIRECTED BY THE ENGINEER,VERBALLY OR IN WRITING.THIS SECTION SPECIFIES FLOWABLE FOR LOCATION FOUNDATION 30"CONCRETE FILL FOR USE AS STRUCTURAL FILL TO REMAIN EXCAVATABLE USING HAND TOOLS IN-FILL W/CONCRETE FOUNDATION WALL 4. CONTRACTOR SHALL SUBMIT TO FOR MIX DESIGN FOR GEOFILL LO PERVIOUS,INCLUDING AFTER RELOCATED CLIENT: MATERIALS TO BE USED AND THEIR SOURCES. OPENING IS FORMED S. CONTRACTOR SHALL HAVE A RECORD OF EXPERIENCE AND QUALITY OF WORK PLACING GEOFILL LD PAUL ROIFF PERVIOUS THAT I$SATISFACTORY TO THE ENGINEER AT EXISTING VENT OPENING HEATH PROPERTIES 6. MIX DESIGN SHALL PRODUCE A CONSISTENCY THAT WILL RESULT IN A FLOWABLE.PRODUCT AT DEVELOPER: THE TIME OF PLACEMENT WHICH DOES NOT REQUIRE MANUAL MEANS TO MOVE IT INTO PLACE TOPOFWALL __ 10" TO BE INFILLED 7. FLOWABLE FILL SHALL HAVE A MINIMUM STRENGTH OF 2.1 MPA(300 PSI)ACCORDING TO ASTM EL. 114'-0' - V.I.F. DUNHILL DEVELOPMENT C39 AT 28 DAYS AFTER PLACEMENT. �i TOP OF WALL 11 1 - / b 776 MAIN STREET 8. PLOWABLE FILL SHALL HAVE A UNIT WEIGHT OF 25 PIT MEASURED AT THE POINT OF PLACEMENT - " b, j EL.=14'-0" V.I.F. OSTERVILLE,MA 02655 AFTER A 60 MINUTE READY-MIX TRUCK RIDE.IN THE ABSENCE OF STRENGTH DATA THE '� TOP OF WALL CEMENTITIOUS CONTENT SHALL BE A MAXIMUM OF 90 KG/M3(I50 LBS/CY). d m DESIGNED BY: 9. PRIOR TO PLACEMENT OF GEOFILL LO PERVIOUS,THE GROUND SURFACE SHALL BE EXCAVATED i0 EL.=34'-0" / �% GOLD LEAF BUILDERS AND DESIGNERS _ THE LINES AND GRADES SHOWN ON THE PLANS. NO 16 Ox8N"DEEP / / PALM BEACH,FL 10. THERE SHALL BE NO STANDING WATER IN THE AREA TO BE FILLED.IF NECESSARY,DEWATERING ROUGH OPENING IN-FILL(E)16'k 8" m > / SHALL BE CONTINUOUS DURING PLACEMENT OF MATERIALS. COORDINATE WITH ;y, DEEP t OPENING 11. ANY ITEMS TO BE ENCASED IN GEOFILL ID PERVIOUS SHALL BE SET IN PLACE AND SECURED MANUFACTURER ! i W/CONCRETE AFTER PRIOR TO INSTALLATION OF MATERIAL. OF VEMT SUPPLIED IN)16"x 16" i N IN)VENT OPENING 12. PLACEMENT SHALL NOT BE ALLOWED ON FROZEN GROUND. -NING IS CUT (N)16 Y,"x 8 W DEEP DE(E)CONEP t BETE o� 13. PLACEMENT SHALL BE IN MAXIMUM LIFTS AS NOTED ON THE DRAWINGS BUT SHALL NOT EXCEED ROUGH OPENING REMOVE(E)FOUND. IN(E)CONCRETE I � O W 14. PLACE GEOFILL LD PERVIOUS IN SUCH A MANNER SO THAT MINIMAL CONSOLIDATION OF MATERIAL WALL AS REQUIRED WALL SEE PLAN u> a OCCURS DURING OR AFTER PLACEMENT.PLACEMENT OF GEOFILL LO PERVIOUS SHALL NOT TO FORM(N)OPENING FOR LOCATION d EXCEED DEPTHS AS RECOMMENDED BY THE MANUFACTURER. d 15. FINAL SURFACE OF GEOFILL LD PERVIOUS SHALL BE WITHIN+/-0.2 FEET OF THE PLAN e a 11)30"CONCRETE ELEVATIONS. (E)30" FOUNDATION WALL 16. GEOFILL LD PERVIOUS SHALL NOT BE VIBRATED OR DISTURBED.VEHICLES.EQUIPMENT,BACKFlLLS CONCRETE OR OTHER LOADINGS ON THE FILL MATERIAL SHALL NOT BE PERMITTED UNTIL THE MATERIAL HAS FOUNDATION ATTAINED AN ADEQUATE COMPRESSIVE STRENGTH PROPER COMPLETION OF THE WORK.DO NOT ELEVATION AT EXISTING VENT WALL AT EXISTING VENT OPENING PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. OPENING TO LOWERED AT NEW VENT OPENING IN EXISTING WALL TO BE LOWERED TYPICAL FOUNDATION DETAILS AT"SMART VENT"OPENINGS C2 KEY PLAN Cl 1-=1'-0- B'-0" 8'-0" 8'-0" 7'-5" LU 8--0" 8'-0" �'8'-0" ,,_," I ` W Er Cz .;/ / -/ ;/ _/ _/ _/ �;/ .;/ _ Lu 8100 N CL p T-03/4" 6x6 PRESSURE TREATED Lu T RpQ r---- -� WOOD POST,TYPICAL I N LU U 7mm 24"♦a'BIGFOOT'CONCRETE FILLED----------------- 1 T L PROVIDE W4 DOWELS F2.5 SONO-TUBE FOUN DATION OT CONCRETE @32"DRILL&EPDXY 'IT 171"FOUNDATION 16"x16"GONG FOOTING SISTER GROUT 8"INTO IE) 8"x 24"WALL (TYPICAL)BOTTOM OF SONO-TUBES to PIER W/8 W4 TO(E)FOOTING FNDN.WALL EA.SIDE STIFFENER TO BE 4'-0"MIN.BELOW(E)GRADE WALL ON 2'-30"x 12" :. (HIS WALL TYPICAL DEEP CONT.FOOTING VERTICAL,DOWEL EACH SIDE.MATCH a1 4 INTO FOOTING BOTTOM UNREINF.AT FIRE (V.I.F.) 7; q TYPICAL - OF(E)FOOTING PLACE - qq 4 ELEVATION IN)STACKED SMART VENT T--- OPENING, ?K' _ r ROUGH OPENING IN PyO LO J JET FOUNDATION WALL Y?QJet�.yti@ / L I6%"x 16 "t DETAIL C2/S100A 0S"`LOQ +`,RAQ 4 0` F2.5 Q�� C4�CT10 Rs %"`x R�4 S§ DEMO(E) FOOTING C3 L Y5 ep`P�" V� YS Yx' AS REQUIRED TO 810D I PLACE(N)FOOTING A 4 4 TYPICAL - im F5.0 6 1/4" I I FS.O F5.0 wTL IxsaDlmox r L_(E)12"DEED STRIP r-- > �'.t tiF tiF �F ti4 '.t FOOTING V.I.F. r--IdF (V.I.F.) Lv`'¢ _er`'a _v`x� _x`'R - - �qc _�.,a I DRAWINGI 1T 1 I r {y�}� I LJ I L--JF2.5 I'�� IS �N �7UdE 3aS` L -J I N7q F2.5 IN)STACK ED SMART O CONCRETE VENT OPENING FOOTING SISTER FILL VOID WITH - _Y _ TO E FOOTING COMPARED CRUSHED Co ROUGH OPENING IN MATCH BOTTOM OF -1 STONE Kf' (E)FOUNDATION WALL vA - °Q FOOTING ELEVATION I - - I THOMAS . 16%"x 16%"t (E)12"DEEP STRIP SEE DETAIL C2/S100A FOOTING(V.I.F.) (N)8°CONCRETE G1iV1� Cn P UNREINF.WALL AT ELEVATOR No, 4 I (- (E)SMART VENT . m c� 7��4 PROVIDER4DOWELS I o G/gTEA cA, LJ NIN TO BE I OPE G 12"VERT.DRILL& @ o F R1 L _ L_-J F2.5 > IN-FILLED WITH EPDXY GROUT B"INTO CONCRETE (E)FNDN.WALL ' IN)CONCRETE TYPICAL 1. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 4'-0"BELOW ADJACENT GRADE. WALL I Z DRAWN 8. UN. REINF. 8"x 24"WALL -3 CHECKL�U.IR: G 2. BOTTOM OF ALL INTERIOR FOOTINGS SHALL BE 18'BELOW GRADE. STEEL&WOOD POST SCHEDULE FOOTING SCHEDULE STIFFENER I Q PRO' R1�146 3. SEE FOUNDATION PLAN FOR FOOTING AND FOUNDATION WALL SIZES. MARK SIZE CONN. MARK SIZE REINFORCING TYPICAL -.�. al -in /l 65-WP-RF 6x6 PRESSURE TRLATED p�(u) (E)SMART VENT (E)SMART VENT F2.5 2'-6"xT-6°x1'-0" 345 BOTTOM E.W. OPENING TO BE OPENING TO BE I+.I 4. ALL SILL PLATES SHALL BE(2)2x PT(UMBER WITH 5/8°0 ANCHOR BOLTS,8°FROM 4-SP-2F 4"0 STD PIPE(O.D.41/2') SEE DET IN-FILLED WITH 2 IN-FILLED WITH ENDS U.N.O.ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE IN ACCORDANCE FS.O S'-0"x5'-0°x 1'.6° f.86 BOTTOM E.W. a1 I CONCRETE CONCRETE SEE DETAIL -WI �nnne 3-SP-2F 3"D STD PIPE(O.D.3 1/2') SEE DET WITH SHEAR WALL SCHEDULE. 44-HSS2F H554z4x1/4 SEE DET '1" C2/SI0OA -Z 5. SEE TYPICAL FOUNDATION DETAILS ON DRAWING 5002 KEYNOTE: p�S �0 - I EXISTING NEW gIF FOUNDATION fi. a'I INDICATES SHEAR WALL PANEL,SEE DRAWING 5001 FOR SCHEDULE. xROOF[o FOUNDATION 7. "L""13'.O" INDICATES MINIMUM SHEAR WALL LENGTH. WOOD POST ` I I PLAN T¢a _�1Fr I 8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO POURING FOUNDATION. 6"x6"J L I FOUNDATION PLAN 9. INDICATES EXISTING"SMART VENTS*THRU EXISTING FOUNDATION WALL _ I STEEL POST IST to FOUNDATION L-------------------J SCALE: 1/4°=1'-0° - sxxn wueec x y 10. INDICATES AREA TO RECEIVE FLOWABLE FILL SEE NOTES ON 510w CONCRETE SLAB RJ Farah Engineering,Inc STRUCTURAL ENGINEERS M6 @32"DRILL DOWELS AND EPDXY GROUT 6" ADDRESS: MIN.INTO(E)FOOTING TYPICAL 80 MONNALE AVENUE 6"CMU WALL SUITE 201 COL STONEHAM,MA 02180 .. _ T 617.645.0901 (2)2z12 1'6^ CLIENT: PAUL ROIFF \\ h HEATH PROPERTIES DEVELOPER: HSS44 COLUMN \ DUNHILL S .F 7 DEVELOPMENT 76 MAIN STREET a \ CONCRETE BASE PLATE AND ANCHOR OSTERVILLE,MA 026S5\ DESIGNED BY: ENCASEMENT BOLTS SEE DETAIL Bl/5004 `\ a \\\ \ \ GOLD LEAF BORDERS AND DESIGNERS Y"LEVELING PLATE ON < 6 \ g"CMU WAIL \ \ PALM BEACH,FL NON-SHRINK GROUT g `, FINISH GRADE \\ \\\ \\ \ (E)FOUNDATION WALL N H 8"CMU WALL \� W4 CANT. \\ R6@32"ORGROUT6" TYPICAL \\ \ #ANDEPO6@32-XRILLDO 6 I' \� MIN.INTO(E)FOOTING WELS �\ \, TYPICAL OL BOTTOM OF FOOTING VERTICAL \` ELEV.TO EXISTING ELEV. Z W4 DOWELS,DRILL v \\ AND EPDXY GROUT '\ 6"INTO(E)FOOTING � \ \ IEI FOUNDATION FOOTING \ `\ �\ \'�\ `\ TI ATION FOOTING SEE SCHEDULE \ \ LU SECTION CS SECTION FC2 KEY PLAN C7 Z Q 1"=V-0" ��=V-0" Z o J W Oof 0 2 LU�'A a O I \/ Z w CL �g.0^ 4•_1" 4--0' g•-O^ 3'-111/2' 3'-111/2" Lu LD r�� W Z ./coostSIMILAR ;�> `—Y % al 4 81 / _ soot F5.0 F5.0 an o PIDX DRA ppig OF u MIT (N)10"FOUNDATION E ` WALL ON 1'-10"x 12" F o p 61/4" DEEP CONT.FOOTING Q SEE DETAIL B3/SO01 L: _ `5 �5 G 1 riVl AS NOTES F5.0, o�°E FOOTING SCHEDULE N GALLIGAN 1. BOTTOM OF All EXTERIOR FOOTINGS SHALL BE 4'-0"BELOW ADJACENT GRADE. STEEL&WOOD POST SCHEDUL , SLAB CONSTRUCTION: y� MARK SIZE CONN. NARK SRE REINFORCING I 4'THICK SLABREINFORCED W/ To ff7Fii-�7G/Q/©, 2. BOTTOM OF ALL INTERIOR FOOTINGS SHALL BE 18'BELOW GRADE. 66-OOP-RF 6z6 PRESSURE TREATED PC66(SS) F2.5 2'fi°x 2'-6"x 1'-0" 3-q5 BOTTOM E.W. Z_-_ ` 6x6-W2.9zW2.9 W W F ON 10 MIL VAPOR BARRIER ON 6"CRUSHED STONE 3. SEE FOUNDATION PLAN FOR FOOTING AND FOUNDATION WALL SIZES. YSP-2F 4"�STD PIPE(0.0.41/2") SEE DIET T.O.0 SLAB ELEV.=SEE ARCH.DRAWINGS FS.O 5'-0"x 5'O"x V-6" 6-06 BOTTOM E.W. 3-SP-2F 3"D STD PIPE(O.D.31/2") SEE DETSTEP- 4. ALL SILL PLATES SHALL BE(2)2x PT LUMBER WITH 5/8"0 ANCHOR BOLTS,8"FROM 44-HSS2F HSS4x4xi/4 SEE DET (E)SMART VENT WITH SHEAR ANCHOR BOLT FOR SHEAR WALLS SHALL BE IN ACCORDANCE KEYNOTE. O- `-Sp�YL�A1 ��G\ UJ OPENING TO BE +/T! ` �yp_p� W IN-FILLED WITH 5. SEE TYPICAL FOUNDATION DETAILS ON DRAWING 5002 ITT V1I CONCRETE DRAW 6"z6" J L z CHECKED BY: TVG WOOD POST ROOF[o FOUNDATION Z 6. al INDICATES SHEAR WALL PANEL,SEE DRAWING 5001 FOR SCHEDULE J I I ' PROJE NU R: 111 6 7. "L"=13'-W INDICATES MINIMUM SHEAR WALL LENGTH. 6"z6" B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO POURING STEELPOSTqT. T 1STtDFOUNDA1ON QI FOUNDATION. 9. �xy INDICATES EXISTING•SMART VENTS•THRU EXIS1NG FOUNDATION WALL I ^Y EXISTING/NEW 10. INDICATES AREA TO RECEIVE PLOWABLE FILL SEE NOTES ON SIOOA _ al FOUNDATION 3V-O" PLAN FOUNDATION PLAN _ = SCALE: 1/4'=1-O' �v mwea S 100B RJ Farah Engineering,Inc STRUCTURAL ENGINEERS ADDRESS: 80 MONTVALE AVENUE SUITE 201 STONEHAM,MA 02180 T 617.645.0901 CLIENT: j HEATH PROPERTIES DEVELOPER: DUNMILL DEVELOPMENT STREET 776 MAIN STREET OSTERVILLE,MA 02655 DESIGNED BY: GOLD LEAF BUILDERS AND DESIGNERS PALM BEACH,FL FL SECTION C4 SECTION C3 SECTION C2 KEY PLAN C1 1 FF uLni LU SXSPT I T— 1 -17 1 _—r I —T I--I g POST NP I LL, V Z Q LEDGEa W z 1O g _ . _ _ . ' C7 w m -2 " I ii S0 1 0 2 1/ 3'<" - 1 N w LU 0 != Lu (2) a 12 EA z DECK CARRYING 3 - 2 BEAM SHALL - BE4X10PT No.I LINO I 1 1 _ (2 IjS K 14 VLP RAL (rn— _ 1-:.. I 1312K12 BEAMDO ti I'I t/1 11A DATE DEsauvrtw oRAw1 7.: - �f I :!: S ..r_s l3) Ki ..�I 5 I •' a� :.m 13 N �261L1P1E:RD�S 2XBPT@LU 36"OC � 1 W THOMASGAN � Z v1 J 1jIII (:: I 0� No. c 5 j(N)4"THICK CONCRETE G�sTE II _ �'�s�ona�E�►6� STAIRS TO BE PROVIDED SLAB AT ELEVATOR ` BYOTHERS.SEEARCHRECTURAL TOP OF SLAB-10"FROM DRAWN BY: DRAWINGS FOR ADD"L INFORMATION B,( FULL 2-2XSDBLSTUDS FIN.FIRST FLOOR - CHECKED BY: BALLOON FRAME W/ ST P _ _ R� STRUCTURAL FRAMING NOTES: 5001 2X FULL BLOCKING @B'-0"a 2 til 2 PROJECT NUMBER: 4146 v, Q� - 1.FLOOR ELEVATION:SEE ARCHITECTURAL PLANS.FIRST FLOOR ELEVATION 15'-4)S" 10. Qi I INDICATES SHEAR WALL PANEL,SEE DRAWING S002 FOR SCHEDULE. - 1 i 2.LVL'S OR VERSALAMS BEARING ON WALLS SHALL BE SUPPORTED ON(3)2X6 POSTS U.N.O 11."L"=13'-O" INDICATES MINIMUM SHEAR WALL LENGTH. ail E{2 3.FLOOR DIAPHRAGM SHALL BE%"T&G W/120 @6,6,30,LONG PANEL EDGES 12.ALL DIMENSIONS AND ELEVATIONS TO BE COORDINATED STEEL 8 WOOD POSE SCHEDULE P•^¢ 'r Boot FIRST FLOOR PERPENDICULAR TO JOISTS. WITH ARCHITECTURAL DRAWINGS. MARK Siff TOP CONN. i r '•'�'^ ""�"'�! ¢_^^'^*' _ " FRAMING 4.FULL 2x BLOCKING SHALL BE PROVIDED AT 8'-0"MA%FROM BEARING WALlS/BEAMS 13. (U.N.O.)INDICATES UNLESS NOTED OTHERWISE. MARK 6K6 PT,ROOF TO FOUNDATION PCM - AND 8'-0"MAX BETWEEN BLOCKING ROWS. KEY NOTE: 14. FOR HEADER SCHEDULE SEE Al/5001 46-WD-aI( 4K6-KING-POST Pc46 PLAN JL 66-WP-RF ry'y titi S.FULL 2X BLOCKING REQUIRED BETWEEN 1015T5 WITH BEARING WALL SUPPORTED 4-SP-2F 4"05TD PIPE(O.D.41/2") SEE DET S STAIRS TO BE PROVIDED �Q ABOVE.SEE TYPICAL DETAIL 15. (E)INDICATES EXISTING. 6"K6. T BY OTHERS.SEE ARCHITECTURAL 3-SP-2F 3' STD PIPE O.D.3l SEE DET WOOD POST ROOF to FOUNDATION DRAWINGS FOR ADD"L INFORMATION _ 7.ALL POST TO BEAM CONNECTIONS W/POST 4t6(U.N.O.)OR LARGER SHALL HAVE COLUMN CAP 16. (N)INDICATES NEW. 44-H55-2F HSS4Wx1/4 SEE DET 4-SP-IF - CONNECTIONSTEDTYPICAL DETAIL. 4-SP-IF 4"0 STD PIPE(O.D.41/2') SEE DET 6"K6"�T T —v 17. ALL EXTERIOR SHEATHING SHALL BE AS INDICATED ON DWG S002. STEEL POST T- L Ito FOUNDATION BEARING FON ORABOVE BEAM VTTOP OF BEAM)IONS SHALL BETMESAME AS TOP FLOOR IOLSTS U.N.O.(••IfJDICATE51015T5 FIRST FLOOR FRAMING PLAN S101 A 9.ALL JOISTS SHALL ARE LISTED ON FRAMING PLANS SCALE: 1/4'=1'-0- RJ Farah Engineering,Inc STRUCTURAL ENGINEERS ADDRESS: 80 MONTVALE AVENUE SUITE 201 STONEHAM,MA 02180 T 617.645.0901 CLIENT: �W PAUL ROIFF \ HEATH PROPERTIES DEVELOPER: DUNHILL DEVELOPMENT 776 MAIN STREET OSTERVILLE,MA 02655 DESIGN _ \ PALM BEACH, GOLD LEAF BUILDERS AND DESIGNERS PALM BEACH,FL SECTION C4 SECTION C3 SECTION CZ KEY PLAN C7 1^=1'-0^ 1^=1'-0^ - J W W g W U z� Z J W Of 0 H C� w Z W W0 N a - I 3 = W DECK CARRYING Z BEAM SHALL - BE 4x10 PT No.1 UNO _ 6X6PT I N P iL I � _.__. DATE DFSWPIION PERMIT — — _ - ISSUE D OF —i EL jiA Adj— THOMA:S � T° GAWGAN Z I DRAWN B. CHECKED Y: STE j EL W000 POST SCHEDULE tt PROJE NUMBER: R 4146 MARK 5U12E TOP CONN. Lu I ['� KEY NOTE 66-WPAF 6x6 PT,ROOF TO FOUNDATION PC66 WLA II�I 46.Wp.RK 4x67JNG-POST PC46 uj I'u" 66-WP-RF u 6 T 4-SP-2F 4.0 STD PIPE(O.D.41/2') SEE DET Z T WOOD POSF J I ROOF to FOL �m c 3-SP-2F 3" STD PIPE O.D.31 SEE DET aTP-1F FIRST FLOOR 44H55-IF H554x4x1/4 SEE DET F f BZ �� ~� R~F 5TEEL POST) Z 1srw FouND. FRAMING 4-SP-IF 4"0 STD PIPE(O.D.41/2') SEE DET Q I Bow I PLAN ! lal 4' FIRST FLOOR FRAMING PLAN a 41 - SCALE: 1/4 12 57AIR5 TO BE PROVIDED STRUCTURAL FRAM ING NOTES: 5002 BY OTHERS.SEE ARCHITECTURAL S 101 B DRAWINGS FOR ADD"L INFORMATION i 1.REFER TO DRAWING SIOlA FOR FRAMING NOTES. RJ Farah Engineering,Inc STRUCTURAL ENGINEERS ADDRESS: 80 MONTVALE AVENUE SUITE 201 STONEHAM,MA 02180 T 617.645.0901 CUNT' I: PAUL ROIFF HEATH PROPERTIES s DEVELOPER: 776 HILL MAIN STREET DESIGN N STREET / GOLD L AF MA 02655 DESIGNED BY: � GOLD LEAF BUILDERS AND DESIGNERS �/ � PALM EACH,FL I KEY PLAN C7 3'8" C6x8.2 7'-9„ I (GALV) EXTERIOR DECK - 7'-03/4" x8.2 N 3'-0" 6 3'-5 1/2" C6x13(GALV) GALV) 4.21/2 4 2�i/z c HEIR -�. HDR _ (3)14 LVL_ n_(3)95 LVL HOR nm _ _ _ _ _ -- __13 9.S.LVL HDR TWIRL _�1211 — — - _ 19. LVL R '� 2� -- -- U —'k ( I W BZ i 121 i W g o �' HE I E S' I U J W O eF 5if 11 if ifV. 2 W �Q tl -T — — — -r -- -- - i - �1� a H Z w d a z 2x10 m I m W Z g �I I II -Z 12 87 ! Q~Q 10 0w NAI R Q 3TRPLT Ox W/ NAILER ep (2) X12U uPly 11 HDR - __ - __ -F-1-i-1-•- � it L -_ Ali r I I I III Qti+ a Ia j { (2) I i f 11_�LI� I Iz111}LVL ,� - - - r TRPL — (J111 VL DR _ — — MDR Iff� L_ --1 h MTE DFSOOPOON 6x6 WOOD POST DOWN TYPICAL DRAWL - MR 4 LOCATIONS a N (2)2x12 STEEL&WOOD POST SCHEDULE wl ID OPEN 2 CILX 1.5 MARK SIZE CONN. - �L�/14 (GALV) 66-WP-RF 6.6 PRESSURE TREATED PC66(SS) CL a�TVIVI MID! 4x4WOODPOST BC4 n I1 +GQN 46-WP-R2 4.6 WOOD POST BU6 �+ QP+ � — 5 - � °q STRUCTURAL FRAMING NOTES(2ND FLOOR): G(° 4� �• 45P-2F 4" STD PIPE O.D.41/2°) SEE DET L. _ — _ 1 I �t�CVQ 1.SECOND FLOOR ELEVATION SEE ARCHITECTURAL __ (3)11}LVL HDR 3-SP-2F 3"0 STD PIPE(O.D.3 1/2") SEE DC - -C - - 2 — _ _ _ HDR HDR - HDR Q C ` L_ 2.LVL'S OR VERSAIAMS BEARING ON WALLS SHALL BE SUPPORTED ON(3)2X6 POSTS U.N.O 44-HSS.2F HS54x4x1/4 SEE DET 2x PT LEDGER I+ �'V T 4�` �vQ 48-WP-21 4x8 WOOD POST EPC48 Q 3.FLOOR DIAPHRAGM SHALL BE%"T&G W/12d @6,6,10,LONG PANEL EDGES _ + I I ' _ S�` '�v\ PERPENDICULAR TO JOISTS. KEYNOTE: (2)2x8 PT - DRA 4.FULL 2.BLOCKING SHALL BE PROVIDED AT 8'-0"MAX FROM BEARING WALLS/BEAMS 66-WP-RF (2)L PT I CHECKED HECK ' Y: TVG AND 8'-0"MAX BETWEEN BLOCKING ROWS. WOOD POST `ROOF to FOUNDATION J EC BUMBER: RI4146 S.FULL 2%BLOCKING REQUIRED BETWEEN JOISTS WITH BEARING WALL SUPPORTED 13'-6" }"CD%PLYWOOD ABOVE.SEE TYPICAL DETAIL 45P-1F 7.ALL POST TO BEAM CONNECTIONS W/POST 40(U.N.O.)OR LARGER SHALL HAVE COLUMN CAP 6"xV L SECOND FLOOR FRAMING PLAN CONNECTIONS.SEE TYPICAL DETAIL STEELPOST 1STto FOUNDATION 8.TOP OF BEAM ELEVATIONS SHALL BE THE SAME AS TOP FLOOR IOISTS U.N.O. SCALE. 1/4" 9. al INDICATES SHEAR WALL PANEL,SEE DRAWING S002 FOR SCHEDULE. SECOND FLOOR 10. "L"=13'-0'• INDICATES MINIMUM SHEAR WALL LENGTH. HANGER SCHEDULE FRAMING MARK DESCRIPTON BOLTS 11. SEE DRAWING S100A AND S101A FOR ADDITIONAL NOTES AND INFORMATION. DM (2)4x4 (5S) 3-S/8'BSS PLAN 12. "HDR"INDICATES REFER TO HEADER SCHEDULE SEE Al/5001 _- 13. SEE DRAWING 5101 FOR ADDITIONAL NOTES AND INFORMATION. S 102A RJ Farah Engineering,Inc STRUCTURAL ENGINEERS 2x NAILER G( MI N @ 2.NAILER W/412 STS @ "T&SHEATHING @W12OOD STAG(OMIT NAILER 2.NAILER W/412 STS @ ADDRESS: 12"o.,.STAG IOMIT NAILER "T&G PLYWOOD @W12'S ONLY) Y"T&G PLYWOOD 12"u.c.STAG(OMIT NAILER 80 MONTVALE AVENUE @WI2'S ONLY) SHEATHING SHEATHING @W12'S ONLY) SUITE 201 STONEHAM,MA 02180 T 617.645.0901 'a a a a I CLIENT. STIFFNER PLATE SEE ARCHITECTURAL PAUL ROIFF "STIFFNER PLATE EACH SIDE FOR WEATHER PROOFING \� HEATH PROPERTIES EACH SIDE C \ \ DEVELOPER: o TJI 2x FLOOR -�- (4)-�"m BOLTS JOIST S EACH DUNMILL DEVELOPMENT (4f"�BDLT6 SIDE 776 MAIN STREET - 2%DECK l015Ts _ \\ DESIGNED BY: 02655 6"x0'-8"xi" BLOCK AS REQUIRED GOLD LEAF NEOBY: PLATE wig PALM BEACHUFLDE0.S AND DESIGNERS 4%10PT W18 NAILER 'tm PLATE FrnACH SIMPSON HANGER W18 I= • SIDE GALVANIZED WBx %'0 THREADED RODS PUDDLE WELDED TO WF @ 8"o.c.STAG T&B. H564x SECTION C4 SECTION C3 SECTION C2 KEY PLAN Cl J_ w W g W V z¢ Z J W O~ - C7 Z � w I=- W d O N w a 3 W z I HDR 4 �Sy~ pOSt JN (0 S 028 C4 1 ytiF C3 DATE DEsauPDox � S102B W18x65W/NAIIEfl I d°' S102B (2) DRAWING - Tf up 2 H OP"W _ o $ °"� to � U. + THOMAS w _ B E �R QR1 GIILLIGAN STEEL&WOOD POST SCHEDULE _L ( $ ( ND•G.��(,J r4R SIZE CONN. 6x6 PRESSURE TREATED pC66(55) 3 T EPA ��4�' 4x4 WOOD POST BCA 4x6 WOOD POST BC46AL 4"OSTD PIPE O.D.41/2") SEE DET3"0 STD PIPE(O.D.3 1/2") SEE DET DRAWN B. HSS4x4x1/4 SEE DET N _- II— —II-� W L O = CHECKED BY' TVG - 48-WP-21 4x8 WOOD POST EPC48 O I HDR PROJ� MBER: R14166 N KEYNOTE: - C7 6"x666-WP-RF Z I " 3 ens WOOD POSTS)IrT LROOF10 FOUNDATION < --- (3)11,LVL (3)lli LVL _ � - _(3)I1'LVL -- -- 4'-4 1/2" 4-A 1/2" �� W SECOND FLOOR 6 x6 FRAMING STEEL POST 1ST[o FOUNDATION w lA - z SECOND FLOOR FRAMING PLAN PLAN 8 SECTIONS J - SCALE: 1/4• -- HANGERSOIEDULE H ' en xuxux. MARK 4ESCRIP�'N BOLTS C = STRUCTURAL FRAMING NOTES: (2) 3-S/e'D SS L ' I.REFER TO DRAWING S101A FOR FRAMING NOTES. S 1 RJ Farah Engineering,Inc STRUCTURAL ENGINEERS ADDRESS: 80 MONTVALE AVENUE SUITE 201 STONEHAM,MA 02180 T 617.645.0901 .._ CLIENT: PAUL ROIFF HEATH PROPERTIES IVW DEVELOPER: DEVELOPMENT 776 MAIN STREET OSTERV OSTERVIIAE,MA D26SS55 DESIGNED BY: GOLD LEAF BUILDERS AND DESIGNERS PALM BEACH,FL SECTION C4 SECTION C3 SECTION CZ KEY PLAN C1 ,-=,-o- ,-=ro- ,-=ro- J w z w g l- V z Z LLj — — — — — — — — — — — — — — — — — — — I — — — — — — — — — -i w 0~ (3)2%12 HDR HDR HDR NOR HDR HDR Z � LL -- Vf d O uj 2�2c 10 II H \I I I I I / lI IIiI DA c III --- -- 3 li a- w VAULTED Z CEILING Is o o� lI I HDR- U (3)11.875 I LLVVL I I I OR 0_ -- .— — —'- �III-III_ .DRA oWI ue �F 9�s SAN�rNooi NsUr�o I I TFOA�E�A�� E�S`L — MDR Cl)ij�FH (3)11.875 H R (3)2%12 DR AL VAULTED Soot CEILING A CHECED BY: TVG C PROJECT N 14.`(��-�/,G/ RAWN D By. cc jV \f � W DRd]j a- DR I H R HD I =- s«�n nnc I CEILING W_ FRAMING CEILING FRAMING PLAN ez Zi PLAN S{Wl SCALE:1/4" STRUCTURAL FRAMING NOTES: Q 1.REfER TO DRAWING SIOIA FOR FRAMING NOTES. " ' S 103A RJ Farah Engineering,Inc STRUCTURAL ENGINEERS ADDRESS: 80 MONTVALE AVENUE SUITE 201 STONEHAM.MA 02180 T 617.645.0901 WENT: PAUL ROIFF ii HEATH PROPERTIES :F DEVELOPER: \\\ DUNHILL DEVELOPMENT 776 MAIN STREET \\\ OSTERVILLE,MA DB:DESIGNED B 02655 DESIGNED \\ GOLD LEA BUILDERS AND DESIGNERS PALM BEACH,FL FL I� KEY PLAN Cl J_ w W g W U z< Z J W LLl O(.)F C7 2 w� Z N a0 W w U a C> — � Z I n ' I HDR , (2)2xSI0 HDR HDR MDR HDRHDR II I � OATE OESOVPROR ' I r t; DRAW PERMIT ATE Vr Iol a y THOMAS I GALLIGAN Cn Ala. �G1/ 3TTJJVSP��FVZ��Q <1 --"DR a _ I I I I I I I I a � �G��► CHECKED TVG PROJE (UMBER://R114/4146 3= I L I— " HDR — — H Vr o� II L - - - _ - - - - - - - - _ - - - - I cc Lu Lu I -97 CEILING FRAMING PLAN �nnL CEILING Z- I SB00Y SCALE:1/4"-V-0• FRAMING STRUCTURAL FRAMING NOTES: PLAN S_ 1.REFER TO DRAWING S101A FOR FRAMING NOTES. a' S103B RJ Farah Engineering,Inc STRUCTURAL ENGINEERS ADDRESS: 80 MONTVALE AVENUE SUITE 201 STONEHAM,MA 02180 T 617.645.0901 FULL 2x BLOCKING @32"o.c. CDX PLYWOOD CLIENT: PAUL ROIFF HEATH PROPERTIES I= DEVELOPER: 21TRUSS j / / DUNHILL DEVELOPMENT TOP CHORD EAVE / // / 776 MAIN STREET � OSTERVILLE,MA 02655 DBLTOP DESIGNED BY: PLATE GOLD LEAF BUILDERS AND DESIGNERS ANGLE CLIPS, A35-S @32" / / PALM BEACH,FL UNO,REFER TO SHEAR WALL 2x STUDS SCHEDULE FOR ADD'IREQ EXTERIORSHEATHING SEE PLAN FOR ADDT INFO. NOT USED C4 SECTION C3 NOT USEDFC2 KEY PLAN Cl J_ w W 5 LL. z za W W O _ — eF — — — — — — — — — — — — — — — — — — — — — e� — ——— �¢� —-- — — — Z W d=O (3)2X12 RBMI HDR XDR XDR —S3)1.7 ILLS HDR HDR - -- - N w 3 � W I II z 2x10 RAFTERS AT 16 O.C. 2xIO RAFTERS AT 16 O.G u I - I tz HDR I Ci 2x12 RI BOARD II I \ 2x12 E BOARD (2)1.S x 11. LVL 4_ DATE OFSwmox r I DRAWING ISSUE: FOR PERMIT J I 6 \ ry PJ n a I I C � I _ ISS 1 e DBL D 7 / \ — L_ HDR 7F7WAS I a — — — — — — f i � II � I �ALLIGAN Al. 0 I F- N0 I lid' L a 9_ Q — O 2x10 RAFTERS AT 160.C. 2x10 RAFTERS AT 16 O.G I — I Q I - o s E . T \ — '—EDGE OF '� I I CHECI E DRAWING NOTES: ROOF I I m I PROJECT R: R14146 1.ALL ROOF DIAPHRAGM SHALL BE 1/2"CDX STRUCT I PLY WITH 10d @6,6,12 U.N.O. I 0_ 4G 2.LVL's OR VERSAlAMS BEARING ON WAILS SHALL BE SUPPORTED ON(3)2%6 PO5T5 U.N.O I 16�Q p6R I I F- 3.ALL POST TO BEAM CONN ECIIONS W/POST 4x6(U.N.O.)OR LARGER SHALL HAVE COLUMN CAP I H LI.R (2 .7 11.25 H R DRCONNECTIONS.SEE TYPICAL DETAIL. STEEL B WOOD POST SCHEDULE — — — — I N 4. <1 INDICATES SHEAR WALL PANEL,SEE DWG SOOI FOR ALL EXT WALL SHEATHING RED, MARK SIZE TOPCONN. — — — — — — — — — — — — — — — W I ROOF 66PRF 6x6PT,ROOFTOFOUNDATION PC66 `) FRAMING 5."L"=13'-O" INDICATES MINIMUM SHEAR WALL LENGTH. 46PRK 4x69LING'POST PC46 SHADED AREA INDICATES Z- PAN J 6. ALL DIMENSIONS AND ELEVATIONS TO BE COORDINATED 46PR2 4x6 WOOD POST ROOF T02N0 rc N 46 ROOF FRAMING PLA VAULTED CEILING WITH ARCHITECTURAL DRAWINGS. 44PR2 4x4 WOOD POST ROOF T02ND PC44 J_ SCALE:1/4"=1'A" 7. (U.N.O.)INDICATES UNLESS NOTED OTHERWISE. 8. FOR HEADER SCHEDULE SEE A115001 HANGERSCHEOULE 9. (E)INDICATES EXISTING. MARRK (Z)DESCRIPTION BOLTS DA )4x ss) 3.5,Bross S104A 10. (NI INDICATES NEW. � l RJ Farah Engineering,Inc STRUCTURAL ENGINEERS ADDRESS: SO MONTVALE AVENUE SUITE 201 STONEHAM,MA 02180 T 617.645.0901 CUM. W PAUL ROIFF HEATH PROPERTIES DEVELOPER: DUNHILL DEVELOPMENT 776 MAIN STREET \ E 02655 DESIGNED B BY:: GOLD LEAF BUILDERS AND DESIGNERS \ PALM BEACH,FL z � b I� KEY PLAN Cl_ } J w z w g u Z< z Ld -i w °I- C7 LU F- z in a0 LLI a 1 LU - — I w z - I � I � � II — - - I L — — — - — — — — — — — — - - - — HDR HDR -1T=V-F'FT7T7711 HDR DR (2)2x10 s f e u d I wrE oEsaIPRDN QDRAWING ISSUE: FOR PERMIT Q� z ISS (2)1.Sxll. LVL I / jEm )2x 2 (31..75.6 L BM 1 1 ID R M2 I yG I 6 a I THOMAS GAl:1IGAN HDR - -a - al olo lol F \ D a-_ F STEEL B WOOD POST SCHEDULE H I I L i I CHECKE MARK SDF TOP CONN. PROJECT R: R14}��bff6 66PRF 6X6 Pi,ROOF TO FOUNDATION PC66 H — HH H // 46PRK 4X6*KING'POST PC46 Z I I v 46PR2 4x6 WOOD POST ROOF TO 2ND PC46 I INDICATES VAULTED — ' — ' — — 44PR2 4X4 WOOD POST ROOF TO 2ND K44 Q_ I INDICATES VAULTED en.me' of CEILING ROOF FRAMING PLAN ROOF HANGER SCHEDULE y- SCALE:1/4"=1•A" FRAMING f BOLTS STRUCTURAL FRAMING NOTES: PLANMARK DESCRIPTION W DAA (2)4x SS) 33/B'B 5$ IAEFER TO DRAWING S104A FOR FRAMING NOTES. xl S 104B ter Barnstable Bldg. ept. :; -j4 Approved by: Permit #: (3 IS OT33 � �n m Copyright 2015 Derek Rubinoff.Architect ARCHITECT' Derek Rubinofi,Amh2ect 101 Lesell St West Roxbury,MA 02132-3135 Conbct:Derek RubinaR,AIA,LEED AP drubinoH®derekrubinoN.mm q (617)504-2599 CLIENT: 0 I ' Second Floor 15'-8 3/4" i N� ti � FIT F= FILE First Floor 2--6" n 7 i i i i 1 South Co 1 i i i i i asroamis sm __ B Date DesMpinn 160 Peppercorn Lane in 11MI ILE01 WJ WJ � I � I I A 150 Peppercom Ln, F Barnstable,MA 02635 srm F=n 1 MLIILL11 BUILDING ELEVATION - cne.kedey: Checker i 7 ' Job No: 1655 LN i g A2 .2 r °South 3/16"=1'-01, i� z �r 33 C Copyright 2015 Derek RubinoR,Architect ARCHITECT. Demk Rubinoft,Amhft,d 101 Lasell St " West Roxbury,MA 021 32-31 3 5 Contact:Derek Rubinofi,AIA,LEED AV I dmbinoRgderekmbinoH.mm (617)5042599 uji CLIENTml LEI L� 1 I 1 1 1 1 I ® ®1 I 1 II II r_1______ _________ _______________L_________________ �J I 1 North Co 1 3/16"=1'-0" I i I I I I OS'01(l016 SW No B Dale Oewgiun 160 Peppercorn Lane Lul Lml E IJJJ WJ H i 1 Second Floor $ i — I 15'-83/4" 1 E 160 Peppercorn Ln, Barnstable,MA 02635 El LM BUILDING ELEVATION nil r1 First_Fl�oo�r� checked ey: Checker 2'-6" L1 Jab No: 1655 7 - IV i I =_i i __________________________________ __________________________1_ __________________-__________________JJ__________________J_� II J A2 . 0 O North 'a 3/16"=1'-0" 19 !I ®Copynght 2015 Derek Rubinoft,Architect ARCHITECT' Derek RubinoN,Archftect 101 Lasell St We.Roxbury,MA 02132-3135 Contact.Derek RubinoR,AIA,LEED AP drubin0�259ekrubinoft.com (6171 504-2599 ® CLIENT. v cond/floor Fffll Zirs6Floor i L------------L-----______________________________________________L______J_____J n East 3/16"=T-0" osroanols ser No a o"1a Ixs�roe 160 Peppercorn Lane 1�.N N. 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BEDROOM#3 Barnstable,MA 02635 PROPOSED SECOND FLOOR PLAN � _ 1 Chocked By: Checker Job No: 165$ 7 Al . 1 c 1 Second Floor a 3/16"=V-0" �A �m s 4� ®Copyright 2015 Derek RubinoR,Archift,ot ARCHITECT: Derek RubinoH,Archfte 101 Lesell St West Roxbury,MA 02132-3M Contact:Derek Rubinoft,AIA,LEED AP dmbinaft®demkmbinoff.com (617)504-2599 CLIENT: E- =—==A p51e1(lelfi S" NoElWle Desaiplun 160 Peppercorn Lane E F Barnstable,MA 02635 rc PROPOSED ROOF PLAN E ' a Checked By: Checker Job No: 1655 A1 .2 N _ ausny Mars POW cq w u T lie aQ Z o U !L � O � In D U oC LOCUS op O z In -J W (n Q PINQUICKSET / COVE / ' /s°�x do EX15TING WORK LIMIT LINE --- 51LT FENCE EXISTING ' I 2 FOUNDATION /\o\% �� Z /i '� O 150.00' v 7W 75.00' m 4f LU — � - - O r lU 350.00 ' / , CD, N r 403.48' r r 111►W 34.99' 100.01, O = �L Z 3 . J N ►O CN�v $1,) , of EVE UM /'Q ` 3571 V , O �i r �� ocFss�oN.o Chp,NGE�_ — — — — suvi 'V i Q- ti O' BUILDING LOCATION PLAN FOR NOF I GO PEPPERCORN LN., COTUIT, MA O STEVNB�,`, Esc PREPARED FOR NO357 , y DUNHILL COMPANIES LTD . � T E I 30'SCALE: DATE: DRAWN BY: ,hyy RE " = 1 2-05-201 4 TMW �CLM JOB NUMBER: 1 4-034 REVISION: 5t1EET NUMBED: CPP— _5 WELLER *- ASSOCIATES I G45 FALMOUTH RD., SUITE F9 P.O. BOX 4 17 CENTERVILLE, MA 02G32 TELEPHONE: (508) 328-4G92 EMAIL: tri5WCller@gmaii.com REGI5TERED LAND 5URVEYOR5 f- ENVIRONMENTAL CONSULTANTS cis e it ✓� f n 'W n - far6h oil ;a `.' LOCUS 4��dberfy , - / u M E A -N -H I � -H W -A T -E -R #LAGGED WEB LINE 0 AdEAN Nl GH WA7ER TDP OF BANK is 4� n nleirs ana \k Y4 4,0 2 LOCAMON Map 2 Jv COTUIT QUADRANGLE SCALE: 1:25,000 k. - & ' 3 ASSESSORS J V�r-lj oj •7 ��' v MAP 4 PARCEL 11 & 13 (PART) O51D -STA SET- M—;r4,N Mr.H W41U T.i92'- ZONES, ~"�`- WA, r � # is 4>$ AQUIFER PROTECTION OVERLAY DISTRICT r I 3. . ZONING DISTRICT.- RF •cam ,, -�- --- �. - �9"'0 -0ir Bm 4 E)0E 'air-=m"I !�A MINIMUMS 3 .R j AREA — 43,560 S. F. Am- FRONTAGE = 150' WIDTH = N/A � / __ _ ANK FRONT SETBACK -- 30' v '--� } TOP ]OF :S SIDE SETBACK = 15 REAR SETBACK = 15 % 'If z FLOOD ZONES: V17 & A13 �` 4 ' �. �`2-4 Ile -a — � �'�-�• 0 � 5 FIRM COMMUNITY PANEL No. 25000.1.:.0022 D Q � `�' --•, 2 — ' } REVISED: -JULY 2, 1992 �. .� � � ,� "'. ..► � '�. � ' 3 i DATUM FOR TRIS"PLAN IS NGVD ! _ � 714 QEP .FILE No. SE3--3415 f 9.3 x _ J fjjJ 7. Ab C9 EL i 1 F-- 0A11 t. W. y { MEAN !-l1GH WATER --"' 8,4 EDGE OF MARSH '� $ Acre 75'f is ELEYA-RON 12.0' 9 x 9.6 x 9. TDP EV, 33 CB/Dh SET SET = 8-7V 3 r 3JO.00, r « N N 5 J qt FLAGGED? WETLAND LINE 4.1 US Id q—rq tri i 13 CS/Dli SET lid D O #r:ETLa+£fD 0EL434EATI€N FLUiC i rr 0 T I?EFINITION 9y XA1,HRYN A. SMAU, VOETLAMS SCI —115T ( I=LRING.GATE: AUGUST 28, 9389 , [ FIELD LOCATION: BAXTER & NYE, S I T E P L A N AT LOTS 22, 25 & 55 E�'1 IERCORN LANE COTU1T, WASS. , FOR 8 E N HECK .S_ CHER SCALE. 1 20' JaMa Y 26, 19N BAXTM N'(E, INC. 812 MAIN STREET OSTERVILLE, MATS., 0265 k (508)-428-9131 GRAPHIC SCALE ;o STEk'i IEN � 24 Q !D 20 a alrt N�,3�2af ( IN "JT a � 1 inch = i0 ft. 81106 (SITE04.DWc) j , y..h 1} .. - T �E I, DEP a #SE3- ■ ■ ■ :1 �.•Y •t.`" .�. :.Iy' :Y� 1, s•? '. ., l r 'i :1 Fr 1{ xf � �; � k.`. ��' E S:fin ✓ '�w . '. R E � PROVED LIMITCONSERVATION NOTES: V \ 1. EXISTING DOCK CH. 91 LICENSE NUMBER 113334 , •t•:_.....__...-•.-~-'�-� • . - - ~`,"'."•,. '.:.-- -�. - ''^^=ms ~�� 1\ ENGINEERING & BARTER .NYE l r�: s� { Ca 4 ,t' �r f� ,� 7 sL I a!£: ' .+_ � -- .,•,,ti J 2. NO WORK IS TO BE DONE UNTIL FORMS A & B ALONG WITH REQUIRED PHOTOGRAPHS ARE SUBMITTED ~�.... • • _ SITEt ;,:: H ARDSGA VE PER SE3 - 511 2 _ _ _=' _ -•�•�_ TO THE CONSERVATION COMMISSION. I / ' / f { '` ~� -. �- ' ' - - SURVEYING ' /f I'.+•, / ` / ' f/ r \_ `-�'"Q-`- _ t ; P,' i ai i?cr,I ` / t I I I 1 r DECK _ 3. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF PROJECT. ; . . / . --may-� / - t s 1 ' I JL_J ` ' 1 1 -- lijy z of -4 ` " ( - t. ,'•• / I �' - - '� 4. ALL ROOF LEADERS TO DISCHARGE TO DRYWELLS. Registered Professional Engineers and Land Surveyor s5. EXITING HOUSE WAS CONSTRUCTED UNDER ORDER OF CONDITIONS ISSUED SEPTEMBER 10, 2013 (DEP , FILE SE3 -5112). RAI LING \ f -. oft ' � 78 North Street 3rd Floor „ S �,,Itrtt,Jr L 6.A LANDSCAPING DETAIL PLAN BY LARCH DESIGN PLUS (2-16-2019) ACCOMPANIES THIS SITE PLAN. EC K �`�, ` { Hyannis, Massachusetts 02601 E � I TINGTDWELLING Locus Map Scale 1 "=2000' ' � I \ ` 14 ELECTRIC Phone (508) 771-7502 8. ENVIRONMENTAL INFORMATION Fax - 508 771-7622 GENERAL NOTES PER MASS CIS OLIVER AS OF 0413012019: , R A METE www.boxter-nye.com C> 1> THE INTEND OF THIS PLAN IS TO DETAIL PROPOSED WORK AT 160 PEPPERCORN LANE SITE DOES NOT APPEAR<TO BE WITHIN AN A C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN), /� 17M G Ea v ` TEMPORAR I �•" LOCUS AREA IS COMPRISED OF. • r Z SITE DOES NOT APPEAR TO BE WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS , � ------• '•••• �••�"�,' t�► 2. PER CURRENT ASSESSOR'S RECORDS: MAPPED ON MASS CIS OLIVER PER NHESP "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH r:'' '.�� , ( '� ELECTRIC THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10). OWNER: 40 CROSSWAY, LLC t ? ,' M E T E•LAND COURT.CERTIFICATE NO. 193463 SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS CIS OLIVER �ER I � .- t \ -'" '""'-" ; LAND COURT PLAN: 11542-5 LOT 153 PER NHESP "CERTIFIED VERNAL POOLS." I 16194-L LOT #22 - U t 16194-M LOT #26 A PORTION OF THE SITE APPEARS TO BE WITHIN A WETLAND RESOURCE AREA AS MAPPED ON MASS ��\t , - �-�'" _ ��' L I V D I �`� �' 16194-0 LOT #35 CIS SYSTEM. THE WETLAND RESOURCE AREA SHOWN HEREON ARE BASED UPON FIELD DELINEATION - 11542-12 LOT 174 AND LOCATED BY BARTER NYE ENGINEERING ON 12/06/2018 AND 12/07/2018. `�� L• ~- --- _ w, � `,,, •`"'"�•.� � `� ""•• `-------'"� 4. STAMP S T A M P • A PORTION OF THE SITE:APPEARS TO BE PARTIALLY WITHIN A PRIORITY HABITAT AS MAPPED ON MASS P O O l-' ~`` ,\ r -'~-. -- ASSESSOR S MAP 004 PARCEL_ 011 CIS OLIVER PER NHESP°'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE •;�? �� , �-- L1J " I - TH OFMq MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). ss ? 3, PROJECT BENCHMARK: AS SHOWN ON THIS PLAN t •� n �/ ~' F `► -` o MATTHEW • SITE DOES NOT APPEAR TO BE WITHIN A STATE APPROVED ZONE 9 GROUNDWATER RECHARGE ; i "� ``� �" I(� _ - --- - �� W. _ __ 4. ZONING INFORMATION: PROTECTION AREA. ; '`,1:1 r _ ..I ��Q I- t' CML M \ I". � _._ ____I a o ( - �•_._._ � I ( ..� r 1 I �J _ �� •� �No.431830 ZONING DISTRICT : RF SITE APPEARS TO BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY BARNSTABLE �J'_ ( ( - `� y CURRENT MINIMUM ZONING REQUIREMENTS: B.O.H. REG. 360-45 . OIVAI MIN. LOT AREA = 87,120 SF ) -� L . ... - L MIN. LOT FRONTAGE = 150' HELF - 9. .UTILITY INFORMATION SILQWN HEREIN: ., =.•FRONT YARD = 30 SIDE & REAR YARD = 15 / 15 ,I 4 . • .._, / •` '•- . ,_�\ ``• - MAXIMUM BUILDING HEIGHT = 30 FT OR 2.5 STORIES THE CONTRACTOR SHALL.CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTTUIY COMPANIES TO LOCATE • I J' �.. -`-'~� _ _ - _ ��- J `~---- W C (TN'S U L N T - THE LOCATION OF ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF -; --� - -- OVERLAY DISTRICTS: AP, RPOD, SALTWATER ESTUARY CONSTRUCTION. EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN 5. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN - -" - - -~- - -- _. ,,!.•_. -_-w ,�' ��_ , r RIGHT OF WAYS RESEARCHED BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO � DS BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, \ ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE !�r SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE CONTRACTORS FAILURE TO LOCATE SAID INFRASTRUCTURE AND UnLITIES EXACTLY. IF FIELD CONDITIONS I REFER TO PLANS By LANDSCAPE _ ENGINEERING & SURVEYING. DIFFER FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR Jl /� POSSIBLE REDESIGN. 9 . 1 / ARCHITECT FOR SURFACE FINISH o 6. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE ' RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO ,rf SF - SF SF F - S Y SF fJ! LLI HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT ¢ F - SF - DETAILS AND FINISHED GRADES CONSULTANT N S U L T A N BAXTER NYE ENGINEERING & SURVEYING ON DECEMBER 6 & 7, 2018 AND JANUARY 7, LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. ,� l 'Lf"`l r SF - V) T 2017. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT t-) (~ � EXCAVATION MAY BE NECESSARY. BBQ f/ �, - -� I 0 W 7. BY GRAPHIC PLOTTING ONLY THE PARCELS SHOWN HEREON LIE WITHIN ZONES VE ' � APPROXIMATE GAS SERVICE SHOWN ON PLAN PER NATIONAL GRID MAPPING AND FIELD LOCATED r �/ �• /Zz � �,' ,EL, 14); AE(EL. 11) AND X SHADED. COASTAL BARRIER RESOURCES SYSTEM GAS METER DECEMBER 6 & 7, 2018 AND JANUARY 7, 2017. r SINK J` i \ � (CBRS) ESTABLISHED 11/16/1990 ON THE FEMA FLOOD INSURANCE RATE MAP DATED JULY 16, 2014 FIRM COMMUNITY PANEL NUMBER 250001 0752 J • TOWN WATER SERVICE SHOWN ON THIS PLAN WAS FIELD LOCATED DECEMBER 6 & 7, 2018 AND -ENLARGEMENT JANUARY 7, 2017. --- - - • UNDERGROUND ELECTRICAL SERVICE WAS FIELD LOCATED DECEMBER 6 dt 7,`2018 AND JANUARY 20 0 . 0. 40 7, 2017. SCALE IN FEET PREPARED FOR : ,,�` -, I ♦ 40 Crossway LLC - LOT 22 c% Paul Roiff ♦ EXISTING DOCK �+ L.C. PI. 16194 - L CH.91 LICENSE NUMBER 133 i i / 74 Claredon Street WaTR 40 CROSSWAY LLC Eone R �� °�e ` CERTIFICATE: 193463 160 / 02 2w'I �,' ,� �, Suite A Of ♦TOP OF COASTAL BANK FROM( pEc LANE I PLAN ENTITLED LAND OF LAND PEPPERCORN �, s o Boston, Massachusetts I TO ACCOMPANY NOTICE OF C'9RS q /�pF��' ,. J ,� / 02116 INTENT DATED JULY 31 2013, ND '�..� pG gE N . , } �✓ ,• w / PREPARED FOR DUNHILL ��'� `�\ OPq BOVN p�.__._._,...•- p� PS. _: :.�iv1�.a5 �rJ' �' WRA 33 r J �U COMPANIES LTD, BY BSC 5 � . MONUMENT FOR RESTRICTIVE PROJECT TITLE GROUP WEST YARMOUTH, MA r, ,� ,� r ' pFl ��32 '� > �. II o Z AREA TYP. FROM PLAN I / SE3-5112 �' J' ,. �ikRA=23--w�z=2 :.,-_•_: _~.�. ,�' � G��:'� ,/ �r .:,__�....� _.- �.,-,,�, N/ o ( „ ) ( ) / , �!•� i ,� p s / ` ENTITLED LAND OF LAND TO WRA-22 � J �^ _ rv.._ ,.'}.•,•• �' Jf �� ,� r- j, ,,\, ! y7 ACCOMPANY NOTICE OF INTENT" o J, _w WRA- ,� r ,- "' :, ��=_ . ,A, a~ : .r DATED DULY 31 2013 I I 160 Peppercorn Lane ., `WRA=27 RS , ��. PREPARED FOR DUNHILL N I 1 _, I Cotuit, Massachusetts f `s COMPANIES LTD, BY BSC L }WRA-2T YARMOUTH, MA. f d c , �` 9 GROUP WEST J _ r"$''- 101ry,3 SE3-5112 50 CO,ASTAL BANK BUFFER ,. ; p; '� �_ --- -- -._... ^ \ 1 �' ' , ,� �' J IL" -j.�'t l t � Aa c� ) Z I w/ FROIyi%PLAN ENTITLED LAMS OF �/ ;�_ -�;fi-,\: z� ___ -. I�I�t (�t�Xi1�TA'i`E SILT 1 1� 5� / °�i' ,t 1 , Tt �\/ ` ` ✓� p J / �'/ �' \� ; •�► .tr; -�� lC}C-A=IU)IJ'._ FENCE AYBALES , , { r' \ 5�� • ti LAND TO ACCOMPANY NOTICE WRA-2o !J c Q;•� ;_ - r% • , - w /N-WORK �• �-~ -1\ ` -' _� r, :� \`_ {�A,.> LIMIT OF ... „ I , 1 1 i I---r - C�IL i ti �1�;� ►�y � �j � `- OF INTENT DATED cJCJLY 31 r f \ , �\ - U / B/D l -_.w " `I�It�`I• tc ~ ;7~ I' 1 i , r © i _. C H � j J SILT , ;� PREVIVUSLV APPROVED LIMITS dF''� .. "'-�" I, I / %'M. 2� f l.; !i. �" - . J > ;.k�,� �..,,..._ _ °��. ... � • -:�. ,.. � � �..._.� .� �.. 1 ��.. z>. • J LOT 26 t �• � - .. . _ ,_ . .. . , . _�: �_ 2013 PREPARED FOR DUNHILL J FENCE/ �/ HARDscAPE PER SE3-5112 •. _;••-�, A a ! - / DECK ---��-- _ - ' J 1.--- ,I. 1 1. + �,��9 m �w A COMPANIES, LTD,,BY BSC p /' LIMIT O ES j ,�- , , `_1� s. ► _. _ '"_ _' ,t o ': / r7 �E1 OGLE A _ - �- - _w - 4 �, �� L C. PI 16194 - M x 4/ ? LIMIT OF �'. i! __ .__ _ ' 1~3 ...._ a GROUP WEST YAjRMOUTH, MA. Q- ,WORK / --- ��.o --�,,:o . _t_ ��__- -. - - � k, -'IRAN-Fc�RI�r_ .-. CR V �' ,� - CABLE-, • r OSS L�� S ,`., WRA ,9 ,. .� LING \� o F� . r 3 r CERTIFICATE- 1(93466,. tl f BOX: (SE3-5112 c� r - E K I o .era =,+101 - .. r r t• `� ., - 40 CROSSWAY LLC 1 EXIS�FING DWEL..LINGI % \ tit) of 'I � i �. a � cC (5w o CONTROL., ELLC�"�ICi ' .•E`LEPI•i01\IE„�� , � "•--'r '�• � \ ------- ---z s' r f ♦ �` FF EL.=14.4 fI ECTRIc �o ,� ��f srlr�G r�RA'�L�_DRIvF AY CERTIFICATE: 193463 • \ ( OhI=S tv1L_TI-r , F STAL t' 3 \ S $ , , (� ; TEMPORARY h4Cl-ER � `_' �- .- _t CABt_f. a"-7;. ,TO BE REMOVED. `~�., _\ 5.371$ E - o WRA-1s I ,a ` _ / �� DEEDED RIGHTS 0 ��, , J ), , R (LING L(-MPORARY - -t _ 4" LOAM ANDCSE6D t OVER \,..'r r , , �. , ,/ z• I _ .,. SEPT)C SYSTEM BOX ��. ? �I ,� , LOT +� / r F.:LI_CTRic t �'" - _ t�, , LIES WITHIN 22 AS ' ';` a�• t11; r r !V - a. ` t S PREVIOUSLY �� 4' ` 300 '� r ,� ,• �w;-. .. _.� •• ,.•;... ( --,- o 1�11 , _ . f :PROXIMATE - AI''PROVE s �rkl ERGf C7�1Nk) OF ER OR �� ' ,� -• , - i '�7-�. . ... . _ ,��. LAND N L • r , F _ -�`.. _ �_1 rR .r URT ♦ LOCATION ..I Ifs r � t ._.__ :.. .. _ ...,_ : _ ._ D M r .�• �. •�.,, \ -n/�(1'JI .. ._... ¢--{ -�. :...,... -•.-.._._ ��(��J jam( "•r , � , - / / \ 1 1 »^". �,. , � ,...- , `f y.. '^_.•:,,•„„ +.- - � ......,..:«.....�•-•�'�.-a+n•-. U GL. (' �T•/W �L Y �x !t0 •rl� 1 - SERVICE r _ _ 9 735 r•(� ( { .. ,.. POdL w w - -� -�- ' " »oo '" �� Wt Cpf.A�lF DrIVFW \ r `~-- _ ��. =;fir," \� - IA .----._ 1 � � --, _ __..,..,... - •----..., -r •�_ ._.,. _.._,_ iC. .. --- - ,,,- _ ..--.a^^ ��rn. •--••r ....» _�01 'v_ ••-•,,,M .s -• h ,ij,-•, „ _ LOT 53 � o` -- �.� ,_►�- . �. p r.�.-_.. -Y ._. - �-�- .c, •= �'' ,• ; , �x�...t s�;. I SUNS F DECK �J --___-_-f � 1� - P ; / :- d A -:. 9 �� ., X,r' d � w L.C. PI. 161 4 •8 ODE r - �• , • F3L111 ll�! .ET';1t;1< } �' :•... -T .. :»-:r - I + i ( \ w z.__. .. -V�.._:i --_ `i' �� 11.. ;, - PR R1 �t .:. SDM 7 31 2019 POOL MODIFICATIONS t / / I St _»._.0 .__ 1.. a._ 2 s „ t ------- _ 1. D v ,::� r1E�'p\� �� `? iIIYDRANT ® / / 40 CROSSWAY'ILLC; �9y , ,, _ _ _-- _... .. __.. � STEP PADS r � v �r � / I �` �( .' \ �_� x� ��: ' 1 O. '' � f"kt � 0 SDM 5 16 2019 CON COM COMMENTS \ t / i F -1s 9 86 52,59i E Jr , REFER TO PLANS BY LANDSCAPE J' ~`` '\STONE WALL_' '" �. i N. �'`� -�"'`- - a--, ,,� � ` 1 - �/ / / < -1. CERTIFICATE: 193463 ' "�181. 91 J J ARCHITECT FOR SURFACE FINISH w r PROPOSED , , EXISTING ONE i'KI J 85'37' " 100•Q� tit •..: \\- E-� DATE DESCRIPTION ,58 , wA �" DETAILS AND FINISHED GRADES N a / , / STONE L . f WAt_l_ 1 _ 1 D Il WA L �C✓ } BBQ & �- y_ 0 3 _ .1 r TO BE r.a w_....... �. • • TO REMelL N'?8 ;./ \ / ! " SHEET TITLE t •/ °- M __ • TE NI COURT / p / '- 1 I y7 1 ' ETBACIC CB/DH ----�_ F�c SINK l/' � `'' - + ". / 1 REMO` .� II�t71C, ,I`ICJI�I- / I � LEA PIT FOR POQ► DRAW DOWN ONLY i/ Q?� / a.o o i 1 gip gyp. CON` f20L. ' �•� W PRE-CAST H-20RAGF LEACHING BASINS /; +i' SILT FENC :' / r r OQO ��'a' I .I� J Wetlands Permit Plan for t � Fi'nn x Fi STORAC;F HEIGHT M� � Fi PROPOSED -}- ,., .. . �"".,�\ _ � Q��fpR .- �1, 10)5 '• TO �' UL� OF� � WITH 1.0 FT OF STONE AT OUTSIDE PERIMETER G LIMIT OF J TIE IN M Ea I _ WORK �.9 I,PAVING 9.7 V1( . Y `�' 62• f�~ -_ WORK LOT 71 I zC RIM = 9.5 / X�, s ' . / -- ,� 6 ,f STONE WALL _ r I ??? _ Proposed 1, r f ,�- ....___.-__�, f cp - RP' PROPESED� PO Tennis S r g TC;P OF SI AR OF LB STRUCTURE = 7.5 (6' STOR HT. + 8 A .• __ 2 SON / . � . P o ed ® n ' /� SLAB TOP- TYP.) . J ; scuLPTURE ,9� , o. of x T , / I ` L. C. PI. 1542 11 ><1.6 BOTTOM OF PRE-CAST LB=0.XWRA- O� O� ' ;�� 1 1WALL , C B. I t ♦ x€� � _1..1_ �� -- r. <S - -•-- ,r 1 .s3J``�\ ALI E LLOYD, LALL E B Cour and Landscaping BOTTOM OF STONE EL=0.33 - X .�r1 \ 14 SEE •90 �� ... ' F' si��F ,,...�- w�..--- •s.�_.. ,� x -'I .w I sEE oErAIL #111-e ENLARGEMENT ?." Acl< .- F ti0N E �E �_. ..0 �` LLOYD, / �`' %�_.`-_ ',' ,.E111I; ► srT�La - �• C`f . x10.3 \ ELIZABETH P. HOBSON, SHEET N o -- _ P __._.. __.._ __ ...__. 1 \� x` HEREON �� ;. � � �, .---- .v�,., M 1 .7 � 39 ti' • • • N 6$ �i •. -._--- -�-, \, � TRUSTEES wPP100 1.. � . OF THE VINEYARD ROAD TRUST %c1 .4 �� REFER TO PLANS BY �`r ♦off%c 4 ' 1,'� 85019'19" E •,�,y �� It `�A-13 �� LANDSCAPE ARCHITECT ` �� •, ` 181'75 `._OT 74 L,�JT 69 (LAND CdJRT PLAN 11542 f/@z)� �, �, CERTIFICATE 141624 I DATE ; APRIL 30 2019 Ir x1 ,5 •'♦ �- FOR SURFACE FINISH Q' �;�" 1 b!T "Y�C'` x9.7 �� / � 40 0 40 SO } ?< 11 ' i LIMIT OFL. �. CO,�TUI VINEYARD LLC •1 5 o,�w, DETAILS AND FINISHED o2 ♦ , ' , 1 PI. x 1542 - 12 �. CERTIFICATE: 208730 ' 1 '0 SCALE IN FEET 1 / MA-12 ti •�o� / GRADES ti ,yo`' ��..._ ."✓: J' ,<1 woRK 40-,,CROSSWAY LLC / f, 166 VINEYARD ROAD / , • SCALE : 1 = 40 x1 .7 ♦ r '� -rEXIS f. 3' P/eTl...l CERTIF.ICyA.TE::,1.9346� x�L1".1 x 10.E �. ><9.9 -'� ��' /1 ,` FOR PERMIT O'INLY NOT FOR CONSTRUCTION DRAWN BY: SDM CHECKED BY: MWE wRA-11 r J r i J. :: J O B NO: 2016-002 F I L E: 2016-002 WPP.dw I i 1 42,_," STRUCTURAL NOTES.. OUTSIDE SHELL 40'-1' INSIDE SHELL - ,I�--- 21'-0" I,�-- 14'-0• —' 13'"0• — Y4" PITCH TOWARDS POOL WATER HEIGHT I I. . ALL CONSTRUCTION IS TO CONFORM TO THE 10'-01 MASSACHUSETTS STATE BUILDING CODE AND 101-0' T-p• .......__.:_...._....-..__..__.._.....__._.._._-,.._.._.___._._._....._..__...._......._..._........__-........_......__...._.._...............___._.-..._.___................-..__-_...._..__.-..___.,.. _-.. ..... PRODUCT AND DESIGN _. . . . ....... .. _ ... ...... . . . ...... ... . ..... ... .. r:...< ..,,, ALL APPLICABLE L A a 4: c a a.d 5 I/2" r,- - 3/4"--- --- -- --- --- --- -- --- - -- - -- --- --- -- --- --- --- - -- --- --- -- -- --- --- -- - -- - - -- --- 1/2" -- --- STANDARDS. ABSENCE OF SPECIFIC ITEMS FROM A '; 9. 7 THESE DRAWINGS DOES NOT INFER THAT THE 2'-0' ''-6' 00 1 T o 1'-e" i I -- -- 1 CONTRACTOR IS RELIEVED FROM THE STATUTORY Ic a I ® 9.. I -- I ,- I._0., , 4 I 1/2" CODE REQUIREMENTS. 4'-5 112" I 9„ , I i• INSIDE SHELL 2. ALL MATERIALS AND METHODS OF 4'-9 1/2" CONSTRUCTION SHALL CONFORM TO THE " ' I 1 I � - OUTSIDE SHELL s �-. __- i n APPROVED RULES AND STANDARDS FOR 11 u' o• 1 , d -------- ---- --- - 4. ,-� ------ --- --- MATERIALS, TESTS, AND REQUIREMENTS OF i --------- d 8 d ° ' a: ACCEPTED ENGINEERING PRACTICE AS LISTED d SPILLOVER WALL FINISH T.B.D. I IN APPENDIX A OF THE MASSACHUSETTS - 2'-0" n I STATE BUILDING CODE. 1 $„ a 1 INSIDE SHELL 1 I � - 4'_0" . . L .4a — 8' POOL NOTES: 20'-1' 3'-I" a INSIDE SHELL I. ASSUME MAXIMUM SAFE SOIL BEARING PRESSURE- 2,000 i 47'-6 1/4" I OUTSIDE SHELL OUTSIDE SHELL I d 1 1 I Z. ALL POOLS ARE TO BE PACED ON NATURAL, ' ^� SWIMMING POOL— CROSS SECTION UNDISTURBED MATERIAL OR COMPACTED 3:1 SLOPE MAX. i GRANULAR FILL. SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION, LOAM, 1 1 AND ORGANIC MATERIAL. R 3. DO NOT PLACE BACKFILL AGAINST POOL WALLS 1 UNTIL ALL WALLS HAVE OBTAINED 7 DAY CURE ° . .a i . I STRENGTH. d , 32•-1• ' 4. ALL POOL FLOORS SHALL BE PLACED ON A 18" 44 , 5, o" 1'_0• °a'. 5.0• _ 4 LAYER OF CRUSHED STONE, COMPACTED TO 95% STANDARD PROCTOR DENSITY AT THE OPTIMUM MOISTURE CONTENT. 5'-8• 5'-0• 5'-0' 3'-I' [ 1-- 5'-0' --�— 5'-0' --�— 5'-8' 4ti 3'-9' #3 @ 12" O.C. E.W. #3 @ 12" O.C. SHALLOW END FLOOR #4 DOUBLE Row HORIZONTALLY SHOTCRETE NOTES: 36'-r VERTICALLY THROUGH OUT ENTIRE TO DEEP END FLOOR WITHIN- 2" OF BEAM POOL WALLS WITHIN 18" OF POOL BEAM I. SHOTCRETE MIXTURE, FORM-WORK, DELIVERY, #3 @ 12° O.C. E.W. PLACEMENT, AND REINFORCEMENT SHALL CONFORM TO ALL REQUIREMENTS, OF ACI VERTICALLY 8r HORIZONTALLY ' SWIMMING I O O L OVERHEAD THROUGH OUT ENTIRE OTHERWISE ERWIS (LATEST EDITION), UNLESS p • • OTHERWISE NOTED. SCALE: ,y411=1 1 POOL WALL 2. CONCRETE,MATERIALS SHALL BE: ASTM C = ;, . - IGHT PODDOUBLE ROW PING T.B.D.T. • . TYPE I PORTLAND CEMENT. SAND AND GRAVEL AGGREGATES SHALL BE NORMAL WEIGHT AND -- - -- -- a CONFORM TO ASTM C33 STANDARDS. F9 - 2 0• 1'-6' #3 @ 12" 0. E.W. 4 AGGREGATE NOT MEETING ASTM C33 9° VERTICALLY & HORIZONTALLY 4. / STANDARDS MAY BE USED PROVIDED PRE 3'-9 I/2• 4'-1 1/2• INSIDE SHEL <., 9• INSIDE SHELL - - a'-5 yr THROUGH OUT ENTIR4 • OUTSIDE SHELL aw OUTSIDE 1 ELL TROUGH WALL 4 CONSTRUCTION TESTS DEMONSTRATES THE a INSIDE SHELL eE ur SHOTCRETE CAN MEET SPECIFIED REQUIREMENTS. a' n 4 ad INSIDE SHELL INSIDE SHELL INSIDE SHELL 12" POOL WALLS #3 @ 12�� O.C. E.W. 12" POOL WALLS i ALL CONCRETE SHALL BE AIR-ENTRAINED. 1 HORIZONTALLY THROUGH OUT CONCRETE COMPRESSIVE STRENGTH, WC) IN 28 8'-8 1/2" 8'9 I/2' 8'-8 1/2" 4 OUTSIDE SHELL OUTSIDE SHELL OUTSIDE SHELL ENTIRE POOL WALLS DAYS. 3:1 SLOPE ALL CONCRETE WORK- 5,000 PSI. (MAX) NOTE: a s a d a I 13,_0. 14'_0• SWIMMING POOL- CROSS SECTION STEEL SCHEDULE ELEVATIONS ON EQUIPMENT AND SOUND 5 PROOFING SCALE: %"=1" IN ACCORDANCE WITH FLOOD ZONE SWIMMING POOL- SIDE PROFILE REGULATIONS- TO BE DETERMINED. SCALE:.j411_11 1211 POOL WALLS #3 @ 12" O.C. E.W. #3 @ 12" O.C. E.W. #3 @ 12" O.C. SHALLOW EN OOR #4 DOUBL ROW HORIZONTALLY HORIZONTALLY THROUGH OUT VERTICALLY THROUGH OUT ENTIRE TO DEEP END FLOOR WITHIN 2 OF BEAM ENTIRE POOL WALLS POOL WALLS WITHIN 18" OF POOL BEAM nfvl " , .__._ -III_.._.•--I I II five — l' ! I =ORC---,r ,' „ I 1 ...�- 11 R•., ,•,. '•_. #3 @ 12O.C. E.W. .,8 PO - "THROUGH OUT ...... 1 _I 1 ( ! I I I II y _ ENTIRE POOL FLOOR } -� _11 n 3.15LµOPE.�._: i x (MAX) T ,k 11 L i I ► 11•-- 1 11.=...1 '�' NAME: R O L F E E S I D C E N C E e a .. R I I-`�.i 1=:=i I I I 1—lit tit 1 } 1• 111•.-- 11-=III-I11.--�111 - 111== I -_: -1i1 ADDRESS: 160 PEPPERCORN LN ' T NSUBGRADE HYDRf3STiATI 1° . i i t : I} I. 1 S 1_— I I !"' 1 { t. 1 11•^...^•-E 1 I.^ INSTALL PER MANUFACTURER'S SPECIFICATIONS CITY: COTUIT ZIP: 02635 SWIMMING POOL- STEEL SCHEDULE SCALE: %411=11 VIOLA t y ASSOCIATES vt 3 110 ROSARY LANE, UNIT A, . HYANNIS, MA 02601 t ' (508)771-3457 VIOLAASSOCIATES.COM y ...DATE: SCALE: PLAN: 08/ 12/ 19 AS SHOWN STRUCTURALs BAXTER NYE .. .......... D.E.P. File #SE 3- Y I N(,3' 1"N CA'LN L '"I" IN & S 13 RV I 4w"LIST ........... WRA---27- �A- M", BAXTER NYE CONSERVATION NOTES 1. EXISTING DOCK, CH. 91 LICENSE NUMBER 13334 lee 21 WIN= I I � WR A ------- ---- ITTE ENGINEERING & 2. NO WORK IS TO BE DONE UNTIL FORMS A & B ALONG WITH REQUIRED PHOTOGRAPHS ARE SUBM D 4 Z, �u TO THE CONSERVATION COMMISSION. P6, SURVEYING - ----------------------------------------APPROX 3. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF PROJECT. OF SI LT 'N A 1,0 C 4TI Qj� b? 4. ALL ROOF LEADERS TO DISCHARGE TO DRYWELLS. .. ...... WRIA 20 it�&--E-/H AYB ALES TE ----- -- ---WORK Registered Professional Engineers GAS- LIMIT OF and Land Surveyors D�CA E P 0 5. EXITING HOUSE WAS CONSTRUCTED UNDER ORDER OF CONDITIONS ISSUED SEP MBER 10, 2013 (DEP FILE sE3-5112). bIL I r OF 1-140 ! / IF OL ER S E 3-51 1N2-- EQUIPMENT 78 North Street - 3rd Floor FENct/ I / -j 6.A LANDSCAPING DETAIL PLAN BY LARCH DESIGN PLUS (2-16-2019) ACCOMPANIES THIS SITE PLAN. L (/) I // // / / / *%ft I -- ELEV. 12.0 Hyannis, Massachusetts 02601 HAY8ALES .. .. .. . . 7- i DECK Locus Map Scale 1 "=2000' LIN41T OF r Phone - (508) 771-7502 Fox - (508) 771-7622 8. ENVIRONM /TT 0 GENERAL NOTES1 WRA-19 �,IXORK www.baxter-nye.com PER MASS GIS OLIVER AS OF 0413012019: 4Z7 DE�K EXISTING DWELLING 1. THE INTENT OF THIS PLAN IS TO DETAIL PROPOSED WORK AT 160 PEPPERCORN LANE 0 SITE DOES NOT APPEAR TO BE WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). LOCUS AREA IS COMPRISED OF. ELECTRIC FF EL. 14. 4 75- C> 2. PER CURRENT ASSESSOR'S RECORDS: MAPPED ON MASS GIS OLIVER PER NHESP 'ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH AT OF RARE WILDLIFE AS 0 SITE DOES NOT APPEAR TO BE WITHIN AN AREA OF ESTIMATED HABIT METER DS PROTECVON ACT REGULATIONS (310 CMR 10).' NRA-1 8 TEMPORARY THE MA WETLAN OWNER. 40 CROSSWAY, LLC f LAND COURT CERTIFICATE NO. 193463 0 SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS GIS OLIVER �LECTRIC LAND COURT PLAN: 11542-5 LOT 153 PER NHESP "CER11FIED VERNAL POOLS." Q) 0 'LAN SC�PING M E 16194-L LOT 122 0 APPROXIM 16194-M LOT 126 0 A PORTION OF THE SITE APPEARS TO BE WITHIN A WETLAND RESOURCE AREA AS MAPPED ON MASS El EM L NDI G LOCATION 16194-0 LOT 135 GIS SYSTEM. THE WETLAND RESOURCE AREA SHOWN HEREON ARE BASED UPON FIELD DELINEATION 11542-12 LOT 174 AND LOCATED BY BAXTER NYE ENGINEERING ON 1210612018 AND 12/07/2018. FPOO 171,11 SERVICE 1D Ljj 91, 01 .00) S T A M P S T A M P ASSESSOR'S MAP 004 0 A PORTION OF THE SITE APPEARS TO BE PARTIALLY WITHIN A PRIOR17Y HABITAT AS MAPPED ON MASS ,-, I---- 0 N, -- PARCEL 011 GIS OLIVER PER NHESP "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE lk �"Q- 0:� - MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). -Ij I�A OF - �::- -I =y 3. PROJECT BENCHMARK. AS SHOWN ON THIS PLAN (5) 0A 0 SITE DOES NOT APPEAR TO BE WITHIN A STATE APPROVED ZONE 9 GROUNDWATER RECHARGE (b D. 4. ZONING INFORMATION: PR07EC71ON AREk -Z-L�V) MATSON run) 1E E TRA C K DECK CIVIL ZONING DISTRICT : RF 0 SITE APPEARS TO BE WITHIN A ZONE OF CONTRIBU71ON TO A SALTWATER ESTUARY (BARNSTABLE A No,46345 CURRENT MINIMUM ZONING REQUIREMENTS: B.O.H. REG. 360-45). V V MIN. LOT AREA = 87,120 SF -�7 MIN. LOT FRONTAGE = 150' 9. UTILITY INFORMATION SHOWN HEREIN REFER TO PLANS BY LANDSCAPE MAXIMUM BUILDING HEIGHT = 30 FT OR 2.5 STORIES 0 ARCHITECT FOR SURFACE FINISH MOW YARD = 30' SIDE & REAR YARD = 15' / 15' 52/ 9 E /X 9.1 174E CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE SF Lij CONSULTANT OVERLAY DISTRICTS: AP, RPOD, SALTWATER ESTUARY THE LOCATION OF ALL EXISTING UTILITIES, AT LEkST 72 HOURS PRIOR TO 'ME START OF . 58 DETAILS AND FINISHED GRADES __j < CONSTRUCTION. EXISTING UNDERGROUND INFRASTRUCTURE, upunES, CONDUITS AND LINES ARE SHOWN Lj 5. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY IN AN APPROXIMATE WAY ONLY, 94Y NOT BE LIMITED TO THOSE SHOWN HEREIN MD HAVE BEEN WATER BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS RESEARCHED BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO X6 � WALL > b-I ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSAIM A TITLE SEARCH BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE 0 > CONTRACTOR I Ix ry 10 . 3 SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE 'S FAJLURE TOLOCATE S410 INFRASTRUCTURE MD UTILITIES EXACTLY. IF FIELD CONDITIONS X ENGINEERING & SURVEYING. DIFFER FROM PLAN INFORMATION, THE CONTRACTOR S94LL NOTIFY THE ENGINEER IMMEDIATELY FOR n .3 or', POSSIBLE REDESIGN. SI LT FEN CEEI P dop -ft ft* 6. THE PROPERTY LINE INFORMA71ON SHOWN IS BASED ON CURRENT AVAILABLE 00POSED RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN 0 SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES HOWEVER, LACKING EXCAVATION, THE EXACT LIMIT OFX,, 9 /PAVINGX CONSULTANT BAXTER NYE ENGINEERING & SURVEYING ON DECEMBER 6 & 7, 2018 AND JANUARY 7, LOCA71ON OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WORK 9 . 7 61 2017. WHERE ADDITIONAL OR MORE DETAILED INFORMA71ON IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY, 1% 0�& 7. BY GRAPHIC PLOTTING ONLY THE PARCELS SHOWN HEREON LIE WITHIN ZONES VE 9 -1 (EL 14), AE(EL 11) AND X SHADED. COASTAL BARRIER RESOURCES SYSTEM APPROXIMATE GAS SERVICE SHOWN ON PLAN PER NATIONAL GRID MAPPING AND FIELD LOCATED SCULPTURE GAS METER DECEMBER 6 & 7. 2018 AND JANUARY 7, 2017. P 7. j (CBRS) ESTABLISHED 1111611990 ON THE FEMA FLOOD INSURANCE RATE MAP 71) . G P DATED JULY 16, 2014 FIRM COMMUNITY PANEL NUMBER 250001 0752 J rWA ER SERIACE SHOWN ON THIS PLAN WAS FIELD LOCATED DECEMBER & 7, 2018 MD UMY' ENLARGEMENT 7 2017. 20 0 20 40 UNDERGROUND ELECTRICAL SERVICE WAS FIELD LOCATED DECEMBER 6 & 7, 2018 AND JANUARY 7, 2017. SCALE IN FEET PREPARED FOR : 40 Crossway LLC LOT 22 c/d Paul Roiff EXISTING DOCK L.C. PI. 16194 L CH.91 LICENSE NUMBER 1 Jkj 74 Claredon Street Of 40 CROSSWAY LLC 4-V E 1, 7 . . . �F Suite A , Z% ITOP OF COASTAL BANK FROM CERTIFICATE: 193463 160 1b PLAN ENTITLED "LAND OF LAND PEPPERCORN LANE .,&�� , 13oston, Massachusetts , #I" ON, TO ACCOMPANY NOTICE OF di F 02116 C INTENT" DATED JULY 31 2013, C&f?S 41V'5 1P C101 PREPARED FOR DUNHILL bj COMPANIES LTD, BY BSC A-33 MONUMENT FOR RESTRICTIVE ON, --;�* PROJECT TITLE UTH, MA GROUP WEST YARMO -32 3: AREA (TYP.) 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