Loading...
HomeMy WebLinkAbout0018 CONSTANT LANE a { \� . { i .� f 1 +� i � I ` { BUILDING DEPT. (CAPE COD ENEROGY soLLMoINIs MAR 0 9 2021 TOWN OF BARNSTABLE 378 Route 130 Sandwich, MA 02563 l I PH:774-205-2001•844-90-AUDIT Permit Affidavit ; a ' Permit#: '*pW'0%76WJr 6 i, Craig Bishop,confirm that the weatherization and air sealing work completed at has been completed in accordance with 780 CMR. �/ /,a/ Signature: Date: �7/7 1 ' a CAPE COD 378 Route 130 Sandwich, MA 02563 PH:774-205-2001 • 844-90-AUDIT Permit Affidavit Permit#: , I, Craig Bishop, confirm that the weatherization and air sealing work completed at has been completed in accordance with 780 CMR. j Signature: Date: i I i. I I Town of Barnstable Building Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MAE& PostedpUntil Final Inspection Has Been Made. - 1 Permit 639.��� � Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-2877 Applicant Name: JOHN E SMITH Approvals Date Issued: 04/10/2020 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 10/10/2020 Foundation: Residential Map/Lot: 040-066 Zoning District: RF Sheathing: Location: 18 CONSTANT LANE,COTUIT Contractor Name: JOHN E SMITH Framing: 1 Owner on Record: MARTONE, MICHAEL A ET AL Contractor License: CS-023046 2 Address: 32 BUTTERMILK LN } I Est. Project Cost: $330,000.00 Chimney: BRANFORD,CT 06405 Permit Fee: $ 1,808.00 Description: Prepare site for modular house including tree cutting, land cleaning, Insulation: Fee Paid:- S 1,808.00 foundation pony walls,septic system,dense grade driveway �� Final: �` A landscaping,install (2) Box Modular(2) Bedroom(2)car under - _ - Date: 4/10/2020 r ZD vNe- garage �"j Plumbing/G as !S Project Review Req: HEAT DETECTOR REQUIRED IN BASEMENT Rough Plumbing: CODE COMPLIANT GARARGE/DWELLING SEPERATION >�) REQUIRED. tBuilding Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for" ublic inspection for the entire duration of the work until the completion of the same. ; `r_ W "r Electrical r' 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 i r Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "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 I Carter, Jeff From: Carter, Jeff Sent: Monday, September 23, 2019 10:54 AM To: 'john@pro-modhomes.com' Subject: Permit/Application:TB-19-2877 at 18 CONSTANT LANE, COTUIT for Building - New Construction - 1 or 2 family Residential Good morning, Please be advised that we are currently reviewing your building permit application for 18 Constant Lane, Cotuit. We have to deny your permit request at this time until additional construction documents are provided. Please provide the following for our continued review: 1) R105.3.1(6)—Hazards to air navigation—FAA approval for crane operation 2) R107.1.5—Manufactured buildings and modular homes—provide all documentation required in this code section. And, if aggrieved by this notice and order; to show cause as to why you should not be required abate the violation in this notice, you may file a Notice of Appeal specifying the grounds thereof with the State Building Code Appeals Board within forty-five (45) days of this notice in accordance with MGL 143 c. 100 and 780 CMR. Zoning approval has been obtained. Feel free to contact me with any questions regarding this request. Respectfully, Jeff Carter Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508 862-4035 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations IF 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Buffders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual)): WP�AO 4L 4" Address: Z �� 1 V1.5 Z/14 e City/State/Zip: IM A. Phone#: 2Zq 30-9Y-Oc Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with- 4. IN I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 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.acttY• employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp•insurance.t required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t C. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue oxide 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 worker;'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A�,M MIS,' ed lL Policy#or Self-ins.Lic.#: /j&_- Z027�D/� Expiration Date: /1P Job Site Address: 'j tnr--L.,I A(e City/State/Zip:6 T 14t-Ml 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 c u d e ' and penalties of perjury that the information provided above is true and correct. Si atria: Date: l Phone#: d Official use only. Do not write in this area,to be completed by city or town ojfuial 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 M Information and Instructions ' Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable-evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public-work until acceptable evidence of compliance with the 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-contractors)name(s),address(es)and phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense number which will be used as a reference number. In addition,an applicant that must submit'multiple permittlicense 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"opy 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 relaxed 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 lice 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 . - .T Office of Investigations 600 Washington Street BostM MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFF, Revised 4-24-07 Fax#617-727-7749 www;maw.gov/dia YY Pro-Mod Homes Permitting Authorization In Massachusetts,the 365 cities and towns each have their own procedure for permitting.The permitting process often includes obtaining approvals from various town boards,such as the Board of Health,the Zoning Board of Appeals,the Conservation Commission,the Fire Department,the Historical Commission and the Highway Department.This list of approvals is not exhaustive, but is meant as an example of requirements necessary for your community during theperrvitting process. Because the permitting process has so many variables,neither the cost nor the time frame for obtaining the necessary permits and approvals can be generalized.For this reason, billing for permitting services will be based on time and materials,with the cost of third party professionals(e.g.engineers,surveyors, legal,etc.) itemized separately.PRO-MOD HOMES,LLC will discuss with you the details of permitting for your project. If you have any remaining questions, however, please feel free to call our office for further clarification. This form authorizes PRO-MOD HOMES,LLC and its agents to procure the necessary building permit. This authority may include signing forms and appeals before various boards as your agent. Please sign below to indicate that you understand and agree with this authorization.Please sign your name(s)as it(they)appear on the property tax bill and deed.If more than two signatures are required, sign below on the lines provided. Q Date: Homeowne Homeowner Please do not sign below unless you intend to obtain all permits yourself. Declination of Permitting Authorization I do not wish for PRO-MOD HOMES,LLC to act as my agent in the permitting process for this project.I take full responsibility for obtaining all necessary permits for the project. Date: Homeowner Homeowner ■■ 6 h h Y I k.- Pro-Mod Homes Client Name: �firic Flax&0&A Date: 7—.3' t g Site Address: 1�,�_tT 4r1� tr% COAU.-" A' Feasibility& Design Agreement PRO-MOD HOMES,LLC is pleased to provide its services for the completion of your new home or addition.This Agreement may require us to perform some or all of the following during the pre-contract stage: • Perform a feasibility study • Introduce financing options • Begin the design process for the program and budget desired • Schematic* design drawings include 1 design set and 2 revisions • Review design and site planning with you • Detail the permitting strategy and budget • Contact local sub-contractors for pricing as needed • Develop final pricing for the Contract • Interface with other necessary parties Feasibility&Design Agreement Fee:.........................................................................................$2,500.00 Please understand that the fee is applied to internal manpower and materials for some or all of the items listed above. It does not include engineering, labor for the permits or the permit fees.These items will be billed separately with your prior approval.Prior to signing a Contract,you must present evidence of financing for this project which is acceptable to the PRO-MOD HOMES,LLC and to the PRO-MOD HOMES, LLC modular factory.The fee is non-refundable unless the feasibility study finds that the project cannot be approved by the appropriate local boards and state agencies.If the project is not feasible the fee will be refunded less all costs related to the feasibility study(typically$1,500).If we determine at the start of the feasibility that the land is not buildable the entire fee will be refunded to you before any further research is performed. Thank you for choosing PRO-MOD HOMES, LLC.We look forward to completing this exciting project with you. Please sign below to accept this agreement. Date: Homeowner ♦ �� Homeowner 'PRO-MOD HOMES,LLC 7 Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Const`et't A% rvisor CG-42304fj Ej�pires: 10/03/2021 JOH14 E Si MIT'N �,'11p J 7 CHACE DRIVE � ' •'' a LAKEVILL'E M/j 02347 'fit(�111'1:11�` `Commissioner. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Individual ._ Registration_ Expiration 173646— 11/04/2020 JOHN SMITH D/B/A SMITH ONE PMENT-GROUP TRUST JOHN E.SMITH' 7 CHACE DR. y LAKEVILLE,MA 02347'- _ " Underse'retary� _ Commonwealth of Massachusetts ',�t�j� Division of Professional Licensure Board of Building Regulations and Standards Constrvji%''tiri I§49rvisor CS-023046 ; E�ir es: 10/0312019 JOHN E SMITH 7 CHACE DRIVE C LAKEVILLE WCO2W Commissioner V Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Individual Reaistration_, Expiration 1736469W,__11104/2020 JOHN SMITH D/B/A SMITH DEVELOPMENT GROUP TRUST JOHN E.SMITH`�-f.:• CGPrc - 7 CHACE DR. U LAKEVILLE,MA 02347 -Undersecre$ary - e 10/30/2019 Mass.Corporations,eAernal master page i. William Francis Galvin Secretary of the r S a J Commonwealth �1 Corporations Division Business Entity Summary ID Number: 00133SO20 Request certificate I New search Summary for: PRO-MOD HOMES, LLC The exact name of the Domestic Limited Liability Company (LLC): PRO-MOD HOMES, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 001335020 Date of Organization in Massachusetts: 06-30-2018 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 12 ROBIN LANE City or town, State, Zip code, POCASSET, MA 02559 USA Country: The name and address of the Resident Agent: Name: DANA ANDERSON Address: 12 ROBIN LANE City or town, State, Zip code, POCASSET, MA 02559 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER DANA ANDERSON 12 ROBIN LANE POCASSET, MA 02559 USA MANAGER JOHN SMITH 12 ROBIN LANE POCASSET, MA 02559 USA 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 DANA ANDERSON 12 ROBIN LANE POCASSET, MA 02559 USA SOC SIGNATORY JOHN SMITH 12 ROBIN LANE POCASSET, MA 02559 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 corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummaryasp)C?FEIN=001335020&SEARCH TYPE=1 1/2 10/30/2019. Mass.Corporations,a)dernal master page REAL PROPERTY DANA ANDERSON 12 ROBIN LANE POCASSET, MA 02559 USA REAL PROPERTY 3OHN SMITH 12 ROBIN LANE POCASSET, MA 02559 USA Confidential ) Consent Data Merger Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report - Professional Articles of Entity Conversion Certificate of Amendment view,filings Comments or notes associated with this business entity: i New:search. corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummaryaspx?FEIN=001335020&SEARCH TYPE=1 212 i i Pro-Mod Homes Town Of Barnstable Building Department 200 Main Street Hyannis, MA September 3, 2019 To whom it may concern: Pro-Mod Homes has no financial interest in 18 Constant Lane, Cotuit, MA Regards, John Smith Managing er I p e G ° Executed In Duplicate e G ° G e i tl s Effective Date: September 3rd, 2019 a 9 Western SuretyCompany ; tl G e p e F LICENSE AND PERMIT BOND 6 e G ° KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 64781764 ; p G e G e o That we, Pro-Mod Homes LLC e a tl G 9 of Pocasset , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of ° Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , as Obligee, in the penal sum of Six Hundred Thirty Three and 00/100 DOLLARS ($633.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Building Contractor Town of Barnstable by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until September 3rd 2020 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thir Stu `:�% a s from the mailing of said notice this bond shall i so facto terminate and the Surety `�' �� �•�, y g , p sha j h3ep0n,he elieved from any liability for any acts or omissions of the Principal subsequent to said d eti a dle4ss-..%;, he number of years this bond shall continue in force, the number of claims made a2 s bona; a'> the number of premiums which shall be payable or paid, the Surety's total limit of all 11y sh not'%4 emulative from year to year or period to period, and in no event shall the Surety's total G l glsi ityi all Zcdaiij;5^exceed the amount set forth above. Any revision of the bond amount shall not be e CUE e. 4�:` tl Dated his 3rd day of September 2019 ; e a r e i e G tl e Pro— od a Lc e p Principal ; p e G e p tl Principal W TE SURET COMPANY 0 tl tl o By e ` Paul T.Br at,Vice President o Form 532-12-2015 ° tl tl tl ° G e Executed In Duplicate ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 3rd day of September 2019 ,before me,the undersigned officer, personally appeared Paul T. Bruf lat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }•abo•oo•obbhbbbbbbb<ob•eb4�ibe} M. BENT s sEAR NOTARY PUBLIC SEAL s s SOUTH DAKOTA s Notary Public—South Dakota tbbbbbbbbbbbbybwbbbbbbba t My Commission Expires March 2, 2020 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of ,before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that_he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF ss On this day of ,before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public I✓ M E y U o a z S N 0 � 0 z L a w z ii Y.d V a o >1 0 v2 f� Q -a Executed In Duplicate Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dako a its regularly elected Vine res i n _ as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Building Contractor Town of Barnstable bond with bond number 64781764 for Pro-Mod Homes LLC as Principal in the penalty amount not to exceed: $ 633.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attomeys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings In the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its 2019 Vice- President with the corporate seal affixed this 3rd day of September ' ATTEST W E S TED URET COMPANY ByT L.Nelson,Assistant Secretary Paul T Bruflat,Vice President x�titiiinf.. •�°" STATE OF SOUTH DAKOTA ss ,. '# COUNTY OF MINNEHAHA ssBe���„•� ��4`�0 On this 3rd day of September 2019 before me,a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who,being by me duly sworn,acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the Voluntary act and deed of said Corporation. �qq gggqeqqqqqqqyqqqqqqqWq 4 s s J. MOHR s a�NOTARY PUBLIC�B s stcAL SOUTH DAKOTA Sl3AL a /LJ +°egb�+oggqqqqhqqqoqqqqqq} My Commission Expires June 23, 2021 Notary Public To validate bond authenticity,go to www.enasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 �Ow r .4co o® CERTIFICATE RTIFICATE OF LIABILITY INSURANCE DATE(MM(DDIYYYY) 11/2/2017 THIs CERTI,IcATE 1S 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 INSUR REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. E2(S), AUTHORIZED IMPORTANT: If the certificate hoider is an ADDITIONAL INSURED,the policy((es)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 ileu of such endorsement(s). [Pa,,ODUCER TAI 0$3 ZIISuraI1C@, Inc,- CT NAME Michelle Coulter, CIC,CISR 6 N@ PHDNE (401)431-9200 wport Avenue o ( )431-9201 O. Box 4830 Ao� s-mcoulterecrossagency.cost Providence RI 02916 INSURE s AFFORDwG eovFRncENate S URED INSURERA:Selectiv@ Insurance Co, of SC 19259 BRj)NEL E MODULAR ERECTORS CORD_ INSURER B Northland Insurance CO. . BRUNELLE TRUCiaNG AND EQUIPMENT INSURER C The BeaCon Mutual Ins. Co. — 37 ALCO ST INSURER D FATS' RIVER MA 02721-4701 WSURERE: COVERAGES INSURER F: CERTIFICATE-NUMBER..CL1721701049 _ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NNIAMIEED 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 REDU CED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE friRnD a POUCYNUMBER MMI/DDDD POIICYEFF POLICYEXP X COMMERCIAL GENERAL LIABILITYu A CLAIMS-MADE Q OCCUR EACH OCCURRENCE S 1,000,000 PALS a S 500,000 S 2152592 2/13/2017 2/13/2016 MEDEXP( one- ------------- Peron) S 15,000 1 IX 'L AGGREGATE LIMIT APPUES PER PERSONAL 6 ACN INJURY 5 1,000,000 POLICY JECT �LOC f GENERAL AGGREGATE S —3,000,000 OTHER I PRODUCTS-COMPIOPAGG S 3,000,000 B AUTOMOBILE LIABILITY S ANY AUTO II S 1,000,000 ALLOWNED X SCHEDULED WN180777 12/15/2016 12/15/2017 BODILY INJURY(Per person) SAO NOUOMED BODILY INJURY(Per acddenl) 3 AUTOS HIRED AUTOS AUTOS PROPERTY DAMAGE -ara ' ent S UMBRELLAUAB OCCUR I UM/UIM S 1,000,000 EXCESS LIAR CLAIMS-MADE i EACH OCCURRENCE S DEO RETENTIONS AGGREGATE S C WORKERS COMPENSATION S AND EMPLOYERS'LIABILITY S7 ME OATH ANY PROPRiETOR/PARMER/EXECUTIVE YIN OFFICERNEMSER EXCLUDED? � EL EACH NIA 64768 11/02/2017 11/02/2016 (Mandatory in NH) ACCIDENT 5 500 000 a sri D C:RtPTION OF OPERATIONS below EA E.L.DISEASE-POLICY LIMIT S 500 000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Mod—Tech Homes LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 600 Plain Street CCORDA CE EXPIRATION WITH THEOLIC POLICY NOTICE WILL BE DELIVERED IN Marshfield, MA 02050 AUTHORIZED REPRESENTATIVE M Coulter, CIC,CISR/M G. ACORD 25(2014101) The ACORD name and 1090 are registered marks o f ACORD ACORD CORPORATION. All rights reserved. INS025 nmann SUBCONTRACTOR AGREEMENT Contractor. Icon Legacy Custom Modular Homes,LLC.246 Sand Hill Road Selinsgrove PA 17870("Icon'9 Subcontractor. Contractor desires to hire Subcontractor to perform.oertain work.relating to the installation of the modules manufactured by Icon,known as Icon Serial Number ("SNIP or the"Project`),for MOD TECH HOMES,LLC(the"Independent Builder,as specified in 1.a.Subcontractor's Scope of Services in this Agreement('Work' and Subcontractor desires to perform said Work at the price and upon the terms and conditions hereinafter expressed: The Contractor will provide copies.of SN&s 0 independent Third Party Agency approved plans("Approved Plans'),a copy of which is sent to the Independent.Builder.and(n)a copy of the as-built plans,as ordered,from Iconi by the Independent Builder(the As-Built Plans'7,a copy is shipped with the modules,to the Subcontractor.The Approved Plans and the As-Built Plans(together the"Plans')both are available n at the site,where the Project Is being erected,from the Independent Builder,(ii)at the Contractors place of business,And(M)the Contractor Will provide copies Of the Plans And the Contractors Installation Manual(the"Set Manual`),to the Subcontractor viaemail,US Postal Service.or by courier service.The Plans and i are made a part of this Subcontract Agreement Insofar as they apply. The Subcontractor represents that ithas()read this Subcontract Agreement,nu examined the:Plans and the Set Manual and fully and completely understands them;and(li)the Subcontractors on site representative who will supervise the Work has examined the Plans and Set Manual and fully and completely understands them;or(iv)that both the Subcontractor and its on-site representative who will supervise the Work have both had the full and complete opportunity to do so; In consideration of the mutual agreements herein,the Parties contract-,covenant and agree as follows: 1. Subcontractors Scope-of Services. a. Subcontractor shall provide the following erection and installation of the modules as specified in the Plans and the Set Manual;(i),place modules on the Independent Builder provided foundation using the crane or roll (i)on method, bott the modules together ar permanently attach and affix the modules to the foundation;(iv)level floors,and(v)install Independent Builder supplied lolly columns as per the Plans,(vi)align end walls and roof to each other,(viz perform all other services normally completed by the Set Crew,(vn) perform all other services agreed upon,and(or)protect the modules from weather related damage at all times during the performance of the Work,being sure to make the modules weather tight upon completion of the Work.The Work is to be competed to the full satisfaction of the Contractor and the Independent Builder.Subcontractor shall perform all Work and shall fumish all supervision,labor,materials, scaffolding,tools,equipment,supplies and other things necessary for the construction and completion of the Work as described in 1.a.of this Subcontract Agreement and to the satisfaction of the Contractor and Independent Builder. (NOTE.There may be some variation in the.Approved Plans and the As-Built Plans.Refer to the Plans regarding the placement of foundation supports and all connections,which connections shall include,but shall not be limited to,rafter connections, module to module(box to box)connections,story to story connections,and all other connections,special or otherwise,shown on the Plans.] b. With respect to the Work covered by this Subcontract Agreement,and except as expressly modified herein,Subcontractor shall have all rights which Contractor has,and Subcontractor shall assume all obligations,risks and responsibilities which Contractor has assumed towards the Independent Builder,and third parties as applicable,and Subcontractor shall be bound to Contractor in the same manner and to the same extent that Contractor is bound to Independent Builder or said third parties. 2. Payment a. Contractor shall pay Subcontractor for the performance of the Work described herein,subject to any additions and deductions as agreed upon in writing,the amount of 1500 dollars($1500.00),the quoted agreed upon amount,within three(3)business days of Contractor receiving full payment from Independent Builder for satisfactory completion of the Work,.providing all applicable paperwork has been submitted to Contractor.Both Contractor and Independent Builder must agree upon the satisfactory completion of the Work. Subcontractor accepts sole and exclusive liability for all taxes and contributions required of.the Subcontractor by federal,state or local laws or regulations,including,without limitation,the Federal Social Security Act and the Unemployment Compensation Law or similar taws in anystate with respect to the employees of the.subcontractor and the performance of the Work. 3. Subcontractors Liabilltv. Subcontractor shall be liable to Contractor for all costs Contractor incurs as a result of any failure of Subcontractor.Subcontractor hereby assumes the entire responsibility and liability for all work,supervision,.labor and materials provided hereunder,whether or not enacted in place,and for all tools,equipment,supplies and other things provided by Subcontractor,until'final acceptance,by the Independent. Builder,of the entirety of the Work.performed by the Subcontractor.In the event of any loss,damage or destruction thereof from.any cause,Subcontractor shall be liable therefor,and shall repair,rebuild and make good said loss,damage or destruction at Subcontractors cost,subject only to the extent that any net proceeds are payable under any insurance including,but shall not be limited to,property,risk, liability or other,that may be maintained by Independent Builder or Contractor. a. To the fullest extent permitted by law,Subcontractor shall indemnify,defend and hold harmless the Contractor,and its respective officers,directors,employees and agents("Indemnified Parties")from and against all claims,damages,demands,losses;expenses, fines,causes of action,suits or other liabilities,(including all costs reasonable attorneys'fees,consequential damages,.and punitive damages),arising out of or resulting from,or alleged.to arise out of or arise from,the performance of Subcontractors Work under this Subcontract Agreement,whether such claim,damage,demand,loss or expense is attributable tobodily injury,personal injury,sickness, disease or death,or injury to or destruction of tangible property,including the loss of use resulting therefrom;but onlytoahe extent attributable to the negligence of the Subcontractor or any entity for which it is legally responsible or vicariously liable;regardless of whether the claim is presented by an employee of Subcontractor.Such indemnity obligations shall not be in derogation or limitation of any other obligation or liability of the Subcontractor or the rights of the Contractor contained in this Subcontract Agreement or otherwise: This indemnification shall not be fimited in any way by any limitation on the amount or type of damages,compensation or benefits payable by or for the Subcontractor under-any workers'compensation acts,disability benefits acts or other errtployee:benefits,acts and includes any loss or injury suffered by an employee of the subcontractor.This indemnfication shall survive the completion of the Work or . the termination of the Subcontract.Agreement DISCLAIMERJCON LEGACY CUSTOM MODULARMOMES,LLC PROHIBITS ALTERATIONS TO THIS DOCUMENT AND ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR ALTERATi*Si.MADE TO THIS DOCUMENT BY OTHERS. srbconft=Agreemenf-page 1 IN WITNESS WHEREOF,the Parties,by their duty authorized representatives,have hereunto year first above written: executed this Subcontract,on the day and E aBITS: A--'Insurance Provisions WITNESS SUBCONTRACTOR u B lo. -PRINT NAME P INT N E - DATti TILE• iAY�P.I Ip�: rp S 1 �i ,hmo �t�r1n EMAIL 7 - 5aU- 015139 PHONE WITNESS CONTRACTOR:Icon Legacy Custom Modular-Homes,LLC BY PRINT NAME PRINT NAME DATE TITLE DISCLAIMER:ICON LEGACY CUSTOM MODULAR HOMES,LLC PROHIBITS ALTERATIONS TOIHIS DOCUMENT AND ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR.ALTERATIONS MADE TO"THIS.DOCUMENT BY OTHERS.- Submntm=.es Agreement-Page N DATE(MdWD/VYYY) CERTIFICATE OF LIABILITY INSURANCE 03(MWDD19 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 endorsemen s). PRODUCER NAME CT Denise O'Grady PARTNERS INSURANCE GROUP LLC PHONE jo 508 992-9557 FAX No): A ADDRESS: dog rady@partnersinsgrplic.com 73 ALDEN RD INSURERS AFFORDING COVERAGE NAIC* FAIRHAVEN MA 02719 INSURER A: LM INS CORP 33600 INSURED INSURER B: PROMOD HOMES LLC INSURERC: INSURER D: 12 ROBIN LANE INSURERE: POCASSET MA 02559 INSURERF: COVERAGES CERTIFICATE NUMBER: 377778 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 UBR am POLICY NUM ER POLICY EFF POLICY EXPLTR LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGETO RENTED CLAIMS-MADE 0OCCUR PREMISES Ea occurrence) $ MED EXP one n) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY❑PRO- ❑JECTPRO- LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULJ D N/A BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PPR�OPEEkl, DAMAGE $ HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTIONS �/ $ WORKERS COMPENSATION /� SEATt1TE ER AND EMPLOYERS'LIABILITY A OFFIICEORIMEMB REXCLUDE�D'1ECUTIVE WA WA WA WC531S620270018 10/22/2018 10/22/2019 EL EACH ACCIDENT $ 500,000 (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 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Sdtedule,may be attadhed if more space fs required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.govAwd/workers-compensabonriinvestigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Middleboro ACCORDANCE WITH THE POLICY PROVISIONS. 10 Nickerson Avenue AUTHORIZED REPRESENTATIVE ( . Middleboro MA 02346 Daniel M.Cro y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DATE3113/2/132DIYYY1f) 019 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 policypes)must have ADDITIONAL INSURED provisions or 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. PRODUCER CAMEA'Denise O'Grad Partners Insurance Group, LLC PHONE 508�91-3163 a No:508 992-0231 73 Alden Road Fairhaven MA 02719 ADDRESS: do rad PartrterslnsG LLC.com INSURERS AFFORDING COVERAGE NAIC/ INSURER A:Capitol Specialty Insurance Co INSURED PROMO-1 Pro-Mod Homes LLC INSURER B Dana Anderson INSURER C: 12 Robin Lane INSURER 0: Pocasset MA 02559 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:768181481 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 BR POLICY EFF POLICY EXP LTR POLICYNUMBER LIMITS A X COMMERCIAL GENERAL LIABILITY CS1800635601 10/4/2018 10/4/2019 EACH OCCURRENCE $1.000,000 r_V7 DAMAGE TO RENTW_ CLAIMS-MADE OCCUR PREMISES Ea oommence $100,000 MED EXP one person $5,000 PERSONAL&ADV INJURY $1,000,000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $Z000,000 x POLICY JEST LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED tid P BODILY INJURY(Per accident)AUTOS ONLY AUTOS ( ) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Par.cc PROPER $ $ UMBRELLAUAB OCCUR EACH OCCURRENCE $ EXCESS LIAS HCLAIMS-MADE AGGREGATE $ DED RETENTIONS $ WORKERS COMPENSATION ER 011- AND EMPLOYERS'LIABILITY Y/N STATUTE E ANYPROPRIETOR/PARTNER/EXECU 11 VE OFFICERIMEMBEREXCLUDED? N/A E.LEACHACCIDENT $ (Mandatory in NH) E.L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 1 7­7 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached U more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Middleboro 10 Nickerson Avenue AUTHORIZED REPRESENTATIVE Middleboro MA 02W V ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Home Energy Rating Certificate Rating Date: Projected Report Registry ID: Unregistered j p Ek6trope ID: kLZaPOR2 IndexHERSO • Your home's HERS score is a relative • Constant Lane performance score. The lower the number, Cotuit , MA 02635 $ 1 ,911 Builder: the more energy efficient the home.To learn more, visit www.hersindex.com 55 *Relative to an average U.S.home John Smith Your Home's Estimated Energy Use: This home meets or exceeds the Use NMI Annual Cost criteria of the following: Heating 44.7 $773 2015 International Energy Conservation Code Cooling 0.7 $40 Hot Water 8.6 $142 Lights/Appliances 16.0 $864 Service Charges $0 Generation(e.g.Solar) 0.0 $0 Total: 70.0 $1,819 IndexHome Feature Summary: Rating Completed by: Nm•Enerp Home Type: Single family detached Energy Rater:Chris Mazzola Model: N/A RESNETID:8873503 xisHom ing i o Community: N/A He. - 1w Rating Company:Home Energy Raters LLC >� Conditioned Floor Area: 1,788 ft1 „0 Number of Bedrooms: 2 180 State Rd,Suite 2U Sagamore Beach MA 02562 Reference 508-833-3100 Home 100 Primary Heating System: Furnace•Natural Gas•95 AFUE ® 90 Primary Cooling System: Air Conditioner•Electric•13 SEER Rating Provider.Energy Raters of Massachusetts , 80 2 Woodlawn StreetAmesbur MA 70 Primary Water Heating: Water Heater•Natural Gas•0.92 Energy Factor Y� 978-270 3911 60_ House Tightness: 2.7 ACH50 3 S9 Ventilation: 40.0,14.3 CFM•27.0,8.0 Watts '` °p to This Home ' Duct Leakage to Outside: 68 CFM25(3.8/100 s.f.) 30 to Above Grade Walls: R-21 iemEn o Ceiling: Attic,R-39 e.•� Window Type: U-Value:0.3,SHGC:0.3 Chris Mazzola,Certified Energy Rater m•„•css, ` ' Foundation Walls: N/A Date:9/3/19 at 2:50 PM elilotrope"' Ekotr•• RATER- • reportThe Energy Rati ng Disclosure f or this home is available from the Approved Rating Provider. This does not • or guarantee. Building Specification Summary Property Organization Inspection Status 18 Constant Lane Home Energy Raters LLC Results are projected Cotuit, MA 02635 508-833-3100 Chris Mazzola Constant Lane 18 pre Constant Lane 18-kLZaPOR2 Builder John Smith Building Information Rating Conditioned Area[ft2] 1,788.00 __ HERS Index _ 55 4Conditioned Volume[ft3]...� 15,479.00 V ! HERS Index w/o PV y Y 55 Thermal Boundary Area[ftq 5,482._9.0 Number Of Bedrooms _ 2 Housing Type Single family detached Building Shell Ceiling w/Attic I R39,BFG,14",10x16,G1 U-0.03 _ Windows (largest) I U-Value: 0.3,SHGC:0.3 Vaulted Ceiling]None LL 4 - _ _ Window/Wall Ratio 10.09 Above Grade Walls I R21,FG,6x16,G1 U70.05. _ Infiltration 12.7 ACH50 Found.Walls I None - T _ ^Duct Lkg to Outside 168 CFM25(3.8/100 s.f.) v + _ - Framed Floors I R30,FG,10x16,G1 R-30 Total Duct Leakage 168 CFM25(Post-Construction) _Slabs I None Mechanical Systems Heating _ Furnace• Natural Gas•95_AFUE _ �Cooling� J _y _ _Air Conditioner_•Electric• 13 SEER Water Heating _Water Heater•Natural Gas•0.92 Energy Factor ~ Progr_am_mable Thermostat Yes~ Ventilation System 40 0, 14.3 CFM•27.0,8.0 Watts Lights and Appliances Percent Interior LED_ _ _ 100%_ Clothes Dryer Fuel Electric Percent Exterior LED 1000/0 Clothes Dryer CEF 2.6 Refrigerator(kWh/yr) 673.0 Clothes Washer LER(kWh/yr) 152.0 :Dishwasher Efficiency______ 278 kWh __ Clothes Washer Capacity � 4.2 _ Ceiling FanA ~ �F None Range/Oven Fuel Electric Ekotrope RATER-Version 3.2.2.2243 Al resuks are based on data entered by Ekotrope users.Ekotrope disclaims al liabilty for the information shown on this report. Building Summary Property Organization Inspection Status 18 Constant Lane Home Energy Raters LLC Results are projected Cotud,MA 02635 508-8333100 Chris Mazzola Constant Lane 18 pre Constant Lane 18-kLZaPOR2 Builder John Smith General Building Information Number Of Bedrooms 2 Number Of Floors 1 Conditioned Floor Area[sq.ft.] 1,788 j Unconditioned,attached garage? Yes Conditioned Volume[cu.ft.] 15.479 Total Units in Building 1 Residence Type Single family detached Floor Number - Model Community Climate Zone 5A Foundation Walt None Present Foundation Wail Library List None Present Stab None Present Slab Library List None Present Framed Floor Name Library Type Carpet R Floor Grade Surface Area Location >garage R30,FG,10x16,G1 0.68 Above Grade 1,211.0ft2 Unconditioned attached garage Framed Floor R30,FG,10x16,G1 0.68 Above Grade 289.0 112 Unvented Crawl 1 i Building Summary Property Organization Inspection Status 18 Constant lane Home Energy Raters LLC Results are projected Cotuu,MA 02635 508-833-3100 Chris Mazzola Constant Lane 18 pre Constant Lane 18-IdZaPOR2 Builder John Smith Framed Floor Library List Name Effective R-value R30,FG00x16,G1 26.66 Rim Joist Name Library Type Surface Area Location >ambient R20 50.5 ft2 Exposed Exterior >garage R20 505 112 Unconditioned,attached garage Rim Joist Library List Name Effective Insulation R-value R20 20.00 Wall Name Library Type Surface Color Surface Area Location >ambient R21,FG,6x16,G1 Medium 1,828.4 ft2 Exposed Exterior >garage R21,FG,6x16,G1 Medium 533.5 112 Unconditioned,attached garage Wall Library List Name Effective R-value R21,FG,6x16,G1 17.671 2 Building Summary Property Organization Inspection Status 18 Constant Lane Home Energy Raters LLC Results are projected Cotuft,MA 02635 508-833-3100 Chris Mazzola Constant Lane 18 pre Constant Lane 18-ld2aPOR2 Builder John Smith Glazing 71 Name Library Type Wall Assignment Foundation Wall Overhang Depth Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Top Bottom Front U:0.30,SHGC:0.30 >ambient 0 0 0 South 108.4ft2 Lett U:0.30,SHGC:0.30 >ambient 0 0 0 West 49.8ft2 Rear U:0.30,SHGC:0.30 >ambient 0 0 0 North 20.0ft2 i Rear ca U:0.30,SHGC:0.30 >ambient 0 0 0 North 10.5 ft2 Right U:0.30,SHGC:0.30 >ambient 0 0 0 East 24.9 ft2 Glazing Library List Name Shgc U-factor U:0.30,SHGCA.30 0.3 0.300 Skylight None Present Skylight Library List None Present Opaque Door Name Library Type Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance >basemet Wood panel,t 3B 0.9 0.75 Medium 20.0 ft2 Exposed Exterior >garage ThermaTru,Opaqur >garage 0.9 0.75 Medium 18.0 ft2 Exposed Exterior Front ThermaTru,Opaqui >ambient 0.9 0.75 Medium 21.0 112 Exposed Exterior w2 side Iftes 3 Building Summary Property Organization Inspection Status 18 Constant Lane Home Energy Raters LLC Results are projected Cotuit,MA 02635 508-833-3100 Chris Mazzola Constant Lane 18 pre Constant Lane 18-Id-ZaP0R2 Builder John Smith Opaque Door Library List Name Effective R-value ThermaTru,Opaque 7.143 ThermaTru,Opaque w/2 side lites 5.435 Wood panel,t 3/8' 1.33 Roof Insulation Name Library Type Attic Exterior Area Clay or Concrete Roof Surface Color Surface Area Location b.f.] Tiles Attic Flat R39,BFG,14",1 0x1 6,G 1 1,867 No Medium 1,494.01`12 Attic attic hatch T-Dome—Use A=13.1sf 7.5 No Medium 6.0 ft= Attic Roof Insulation Library List Name Has Radiant Barrier Effective R-value R39,BFG,14°,10x16,G1 No 37566 T-Dome—Use A--13.1sf No 11.45 Whole House Infiltration Infiltration Measurement Type Shelter Class I 2.7 ACH at 50 Pa Blower-door tested 4 -Mechanical Ventilation Ventllatlon Type Ventilation Rate[tt'/ Operational hours per day Fan Watts Runs once every three Energy Recovery Percent Minute) hours ERV 40 24 27 Yes 66 Exhaust Only 14.3 24 8 Yes 0 4 I Building Summary Property Organization Inspection Status 18 Constant lane Home Energy Raters LLC Results are projected Cotuil,MA 02635 5084W-3100 Chris Mazzola Constant'Lane 18 pre Constant Lane 18-kLZaPOR2 Builder John Smith Lighting %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 Onsite Generation None Present Onsite Generation Library List None Present Solar Generation None Present Solar Generation Library List None Present Conditioning Equipment j Name Library Type Heating Percent Load Cooling Percent Load Hot Water Percent Load Location AC(1) ACC24k,13SEER 0% 100% 0% Unspecified Furnace(1) FURNACE,AFUE95.0,NG 100% 0% 0°A Unspecified Water Heater INSTANTANEOUS,EF92.0,NG 0% 0% 100% Unspecified 5 r Building Summary Property Organization Inspection Status 18 Constant lane Home Energy Raters LLC Results are projected Coturt,MA 02635 508-833-3100 Chris Mazzola Constant lane 18 pre Constant Lane 18-kLZaPOR2 Builder John Smith Equipment Type: ACC,24k,13SEER Fuel Type Electric Distribution Type Forced Air Motor Type PSC(Single Speed) Cooling Efficiency 13 SEER Cooling Capacity[kBtu/hj 24 Equipment Type: FURNACE,AFUE95.0,NG Fuel Type Natural Gas Distribution Type Forced Air Motor Type PSC(Single Speed) Heating Efficiency 95 AFUE Heating Capacity.[kBtuth] 60 Use default EAE Yes EAE[kWh] - 767 I Equipment Type: INSTANTANEOUS,EF92.0,NG Fuel Type Natural Gas Distribution Type Hydronic Delivery Hot Water Efficiency_ 0.92 Energy Factor Tankless7 Yes 6 F r Building Summary Property Organization Inspection Status 18 Constant Lane Home Energy Raters LLC Results are projected Cotuil,MA 02635 508433-3100 Chris Mazzola Constant Lane 18 pre Constant lane 18-kLZaPOR2 Builder John Smith Distribution System Distnbution Type Forced Air - Heating Equipment Furnace(1) -Cooling Equipment AC(1)_ Sq.Feet Served 1788 #Return Grilles 2 Supply Duct R Value 6 _ Return Duct R Value 6' Supply Duct Area[ft2] 482.76� Return Duct Area[ft2] 178.8 Leakage to Outdoors 68 CFM25(3.81100 s.f.) Total Leakage 68 CFM25 - Total Leakage Duct Test Conditions Post-Construction_ Use Default Flow Rate Yes Duct 1 Duct Location Basement(insulated basement_ceiling) Percent Supply Area 100 Percent Return Area - y - 100 Duct 2 _ Duct Location Conditioned Space -Percent Supply Area 0 Percent Return Area 0 - Duct 3 - - Duct Location Attic(well vented) Percent Supply Area _ 0 Percent Return Area 0 Duct 4 -Duc{Location Conditioned Space ' TPercent Supply Area 0 Percent Return Area 0 ' Duct 5 _ Duct Location Conditioned Space Percent Supply Area 0 ' Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area _ -0 Percenf Return Area 0 N r Ceiling Fan Has Ceiling Fan_ No Cfm Per Watt 70.42254 { i 7 r i' Building Summary Property Organisation Inspection Status 18 Constant Lane Home Energy Raters LLC Results are projected Cotuk,MA 02635 5084833.3100 Chris Mazzola Constant Lane 18 pre Constant Lane 18-k LZaMR2 SuUder John Smith Water Distribution Water Fixture Type Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length[ft] 95.7 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Recirculation System Pipe Loop Length[ft] 170 Drain Water Heat Recovery? No Clothes Dryer Fuel Type Electric Cef 2.617 Feld Utilization Timer Controls Clothes Washer Label Energy Rating 152 kWhNea_r Electric Rate $0.12/kWh Annual Gas Cost $12.00 Gas Rate . $1.09/Therm Capacity _ 4.2 Imef 2.06 Appliances and Controls Programmable thermostat? Yes Dishwasher Size Standard Dishwasher Efficiency 278 kWh Range/Oven Fuel _ Electric Convection Oven? _ No Induction Range? - No m Refrigerator Consumption 673 kWh/Year _ _P I Notes Errors and Warnings have been Rater Reviewed 8 SCANNED - .g Application Number... .. .. ....................... PIP MASS. Permit Fee.......................................!� Other Fee:....................... 1639. .�� C�-': DING DEP a SEP 0 4 �019 Total Fee Paid.:................................................................ ...... TOWN OF BARNS Permit Approval by.................................On........................... ARNSTAB E BUILDING PERNIIT Map......... .. .o.....................Parcel......kV�.......................... APPLICATION Section 1 — Owner's Information and Project Location - Project Address 7 ZI.AAJefVillage_tw%zz Owners Name Owners Legal Address/Q uk... 'eA&Lj_ City Awts SU2 y State Zip o/ 9l 3 -/3Z 7 Owners Cell# 70 �c3 Z f/W?l E-mail FSection 2 —Use of Structure U'se.A2roup ❑ 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 ElMove/I Relocate ❑ Accessory`Structure" ❑ Change of use ❑ 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 tv free- A �► G to- if rate+,. A.+o.4. 11ncnnio Application Number..................................................... Section 5—Detail Cost of Proposed Construction • o Square Footage of Project /85kD 5/C Age of Structure &fi0,,i✓ Dig Safe Number # Of Bedrooms Existing e— Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage Nr Smoke Detectors Plumbing Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney ❑ Addhelocate bedroom Water Supply Public 0 Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District Old Kings Highway Debris Disposal Facility: 'g I am using a crane 1�✓Yes El Section 7—Flood Zone Flood Zone DesignationIXODIG "05J3 'cr',P#75P Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information i i Zoning District Proposed Use Re Lot Area Sq. Ft. Q i Total Frontage/A 21. Percentage of Lot Coverage & L�Z _# of Dwelling Units (on site) Setbacks Front Yard Required 3-D Proposed Rear Yard Require Proposed Proposed ' Side Yard Required' �s , Proposed l Has this property had relieT from the Zoning Board.in the past? 49 Yes• •❑ No Last updated: 11/15/2018 Application Number........................................... Section 9= Construction Supervisor Named dk 5n417,W Telephone Number 0- Address j'y2 City6grevi((e State ddlf _Zip 8 2-3 Y 7 License Number 0 Z jp 5 '& License Type Expiration Date 444,r !9 Contractors Email d lt„ ��rSti.� �u2aLc .Nei 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 documentatio ed by 80 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date i Section 10—Home Improvement Contractor L_ E Nam i v Telephone Number 5��78'9 rs6 Z Address rt. City 1'A eg Yj4e- State 14,*f Zip B 23 Y-? Registration Number t!�/4 Expiration Date Z_O 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 re Udb 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Q�/Aq 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 g/I Print Name p3r�a S f Telephone Number/ S6Z. E-mail permit to: 1,n Last undated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑. .; Conservation For commercial:work,please take your plans directly to the fire department jor.'approval, Section 13— Owner's Authorization j : L , 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 PCIrt 4A C 14K7-A 02!7,1 7-7c,4* t T I ' I . I • I w V Last updated: 11/15/2018 s !r. v h r�. t p t ` � ����GF ii^.�'�1.�_......-�oi:...x'7�mfd•._._--.tea_... '=�: ug I� .-_- • � III Il�i�_�!��L'�II� ;! IItCa v V � � 1 Imo_ _ i I l Home Energy Rating Certificate Rating Date: 2020-07-31 Final Report Registry ID: 342846371 I� Ekotrope ID: kLZaPOR2 Index • scoreYour home's HERS is a relative . • nstant Lane 2635 performance score. number, _ - • - - 1 • 1 48 724 •mor_ - %Aldeg - , visit www.hersindex.com Your Home's Estimated Energy Use: This home meets or exceeds the Use [MBtu] Annual Cost criteria of the following: Heating 14.0 $865 2018 International Energy Conservation Code Cooling 0.5 $28 2015 International Energy Conservation Code Hot Water 8.5 $141 Lights/Appliances 15.6 $803 Service Charges $0 Generation (e.g. Solar) 0.0 $0 Total: 38.5 $1,837 HERS*Index Home Feature Summary: Rating Completed by: -qft�- More Energy Home Type: Single family detached Energy Rater: Paul Graney 1SO Model: WA RESNET ID: 2649950 Existing 140 Community: WA Homes 1j0 Rating Company: Home Energy Raters LLC s 1M Conditioned Floor Area: 1,714 ttz 180 State Rd,Suite 21.1 Sagamore Beach MA 02562 Ito Number of Bedrooms: 2 508-833-3100 Reference Home too Primary Heating System: Air Source Heat Pump • Electric•3.14 COP 90 Primary Cooling System: Air Source Heat Pump • Electric•18.25 SEER 2�Wood arwn Street Amgesybuate MA 0 913 Massachusetts Ial so Primary Water Heating: Water Heater• Natural Gas •0.96 LIEFry' m 978-270-3911 ,,...•..a .o House Tightness: 696 CFM50(2.80 ACH50) '` �_ , so ' : Ventilation: 49 CFM •9.9 Watts 40 This Home Duct Leakage to as s 30 Outside: 33 CFM @ 25Pa (3.44/100 s.f.) �h�z :o ,0 Above Grade Walls: R-21 jpwd Zero Horgy 0 Ceiling: Attic, R-49 Paul Graney,Certified Energy Rater -� Loss Energy Window Type: U-Value:0.29,SHGC:0.26 Digitally signed: 813/20 at 10:18 AM Om134W1I Foundation Walls: R-10 Ekotrope • ekotrope 2015 IECC R-406 RESNET Registered Energy Rating Index Report Property Organ' ation Energy Rating Index Information Builder.John Smith Company:Home Energy Raters LLC RESNET Registered Rating Address: Phone: Rating No:342846371 18 Constant Lane,Cotuit, MA02635 Rater:Paul Graney Rater ID(RTIN):2649950 Date Rated:2020-07-31 More Energy Rated Home Calculated Rated Home Cost($/yr) 150 Energy Use(MBtu) Existing lap Heating 14.0 $865 Homes 130 Cooling 0.5 $28 120 Water Heating 8.5 $141 no Reference i ioo Lights &Appliances 15.6 $803 Home Photovoltaics 0.0 $0 90 so Total 38.5 $1,837 1 70 on stardara opera6rg cond9ms 60 so ERI with PV:48 40 This Home ERI without PV:48 30 20 Zero Energy to Electric(kWh):7,757.8 CO2 Emissions(Tons):5.7 Home �jo Natural Gas (Therms):120.2 Energy Savings($)"':N/A 02071 RESNET less Energy —Based on the 2015 IECC R-406 Reference design home • - • • •- . : PASS This home MEETS the Energy Rating Index Score requirement of 2015 IECC R-406 for Climate Zone 5. It MEETS all of the requirements verified by Ekotrope. Mandatory requirements are summarized on the 2nd page of this report, some of which are not verified by Ekotrope. Name: Paul Graney Signature: Pad G � Organization: Home Energy Raters LLC Digitally signed: 8/3/20 at 10:18 AM �yT110RTOA0@�O Company:Energy Raters of Massachusetts •�° ryc®„ aT a, Address:2 Woodlawn Street Amesbury,MA 01913 Phone#:978-270-3911 N .,1 s8-136 'A a Fax#: �4QorTATw�t+ To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory (Confirmed and tested) Climate Zone 5 Mandatory Requirements Provision Number Topic Compliance Decision 2009 IECC Table Building thermal envelope minimum insulation levels and PASS 402.1.1 or 402.1.3 maximum fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R402.4.1.2 Envelope air leakage maximum leakage rate PASS R402.4.1 /Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances PASS* R402.5 Maximum fenestration U-factor and SHGC (U-Factor) PASS (SHGC) PASS R403.1.2 Heat pump controls PASS* R406.2 Ducts outside of conditioned space to be insulated to a PASS* minimum of R-6. R403.3.2 Duct sealing on all ducts PASS* R403.3.3 Duct testing for ducts in unconditioned space PASS* R403.3.5 Building cavities not used as ducts. PASS* R403.5.1 Heated water circulation and temperature maintenance PASS* systems comply R403.5.3 Hot water pipe insulated to R-3 FAIL R403.6 Mechanical ventilation meeting the requirements of the IRC PASS* or IMC. Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for systems. permit R403.8 Systems serving multiple dwelling units to meet the PASS* mechanical requirements of IECC commercial code R403.9 Snow melt and ice system controls installed where applicable PASS* R403.10 Pools and permanent spa energy consumption meet PASS* requirements for heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. PASS* R404.1 High efficacy lights installed in 75%of permanently installed PASS fixtures. 'These items have been field-verified by the Rater,Field Inspector, Code Inspector,or Builder. IECC 2015 Label 18 Constant Lane Ekotrope RATER-Version: 3.2.3.2496 HERS@ Index Score: 48 'Building Envelope Specs Ceiling: R-49 Above Grade Walls: R-21 Foundation Walls: R-10 Exposed Floor: R-30 Slab: R-0 Infiltration: 696 CFM50 (2.80 ACH50) Duct Insulation: Supply: R8, Return: R8 Duct Lkg to Outdoors: 33 CFM @ 25Pa (3.44/ 100 s.f.) Window& Door Specs U-Value: 0.29, SHGC: 0.26 Door: R-7 Mechanical Equipment Specs Heating: Air Source Heat Pump - Electric- 3.14 COP Cooling: Air Source Heat Pump - Electric- 18.25 SEER Hot Water:Water Heater- Natural Gas -0.96 UEF Builder or Desi n Professional Signature: i i Air Leakage Report Property Organization Inspection Status 18 Constant Lane Home Energy Raters LLC 2020-07-31 Cotuit ,MA02635 Paul Graney Rater ID (RTIN): 2649950 RESNET Registered Constant Lane 18- kLZaPOR2 Builder (Confirmed) Constant Lane 18 final John Smith General Information Conditioned Floor Area [ftj 1,714 Infiltration Volume[ftj 14,921 Number of Bedrooms 2 Air Leakage Measured Infiltration 696 CFM50(2.80 ACH50) ACH50(Calculated) 2.80 ELA[sq. in.] (Calculated) 38.28 ELA per 100 s.f.Shell Area(Calculated) 0.748 CFM50(Calculated) 696 CFM50/s.f. Shell Area(Calculated) 10.136 Duct Leakage System 1 Leakage to Outdoors 33 CFM @ 25Pa(3.44/100 s.f.) Total Leakage Test Type Post-Construction Total Leakage [CFM @ 25 Pa] 33.0 Total Leakage[CFM25/ 100 s.f.] 3.4 Total Leakage[CFM25/CFA] 0.034 Mechanical Ventilation Rate[CFM] 49 CFM Hours per day 24.0 Fan Power 9.9 Watts Recovery Efficiency% 0.0 Runs at least once every 3 hrs? true Average Rate[CFM] 49.0 CFM 2010 ASHRAE 62.2 Req. Cont.Ventilation 39.6 2013 ASHRAE 62.2 Req.Cont.Ventilation 45.1 Ekotrope RATER-Version 3.2.3.2496 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Building Specification Summary Property Organization Inspection Status 18 Constant Lane Home Energy Raters LLC 2020-07-31 Cotuit ,MA 02635 Paul Graney Rater ID(RTIN): 2649950 RESNET Registered Constant Lane 18-kLZaPOR2 Builder (Confirmed) Constant Lane 18 final John Smith Building Information Rating Conditioned Area [ftj 1,714.00 HERS Index 48 Conditioned Volume[ft) 14,921.00 HERS Index w/o PV 48 Thermal Boundary Area [ftq 5,117.00 Number Of Bedrooms 2 Housing Type Single family detached Building Shell Ceiling w/Attic I R49,FG,R11+R38,4x24,G1 U-0.02 Windows(largest)I U-Value:0.29,SHGC: 0.26 Vaulted Ceiling I None Window/Wall Ratio 10.08 Above Grade Walls I R21,FG,6xl6,G2 U-0.05 Infiltration 1696 CFM50(2.80 ACH50) Found.Walls(R10,XPS R-10 Duct Lkg to Outside 133 CFM @ 25Pa(3.44/100 s.f.) Framed Floors I R30,FG,10x16,G2 R-30 Total Duct Leakage 133 CFM @ 25Pa(Post-Construction) Slabs I Uninsulated R-0 Mechanical Systems Heating Air Source Heat Pump-Electric•3.14 COP Cooling Air Source Heat Pump• Electric- 18.25 SEER Water Heating Water Heater- Natural Gas•0.96 UEF Programmable Thermostat_ Yes Ventilation System 49 CFM•9.9 Watts Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Natural Gas ;Percent Exterior LED 100% Clothes Dryer CEF 3.5 Refrigerator(kWh/yr) 637.0 Gothes Washer LER(kWh/yr) 150.0 Dishwasher Efficiency 269 kWh Clothes Washer Capacity 5.5 Ceiling Fan None Range/Oven Fuel Natural Gas Ekotrope RATER-Version 3.2.3.2496 All results are based on data entered by Ekotrope users.Ekotrope disciaims all liability for the information shown on this report. Mass Save RNC PFS 2019 Savings Report Property Organization Inspection Status 18 Constant Lane Home Energy Raters LLC 2020-07-31 Cotuit,MA 02635 Paul Graney Rater ID(RTIN):2649950 RESNET Registered Constant Lane 18-kLZaPOR2 Builder (Confirmed) Constant Lane 18 final John Smith Annual End-Use Consumption Reference Home Rated Home Savings % Saved Heating[Electric kWh] 9,505.1 5,153.0 4,352.2 45.8% Cooling[Electric kWh] 369.7 254.5 115.2 31.2% Hot Water[Natural Gas Therms] 85.6 84.9 0.7 0.8% Lights&Appliances[Natural Gas Therms] 35.3 35.3 0.0 0% Lights&Appliances[Electric kWh] 3,527.5 3,527.5 0.0 0% Total[Natural Gas Therms] 120.9 120.2 0.7 0.6% Total[Electric kWh] 13,402.3 8,934.9 4,467.4 33.3% Electric Savings Incentive $1,563.59 Fuel Savings Incentive $2.41 Percent Savings Incentive $794.51 Rater Incentive• $350.00 Participant Incentive $2,360.50 Percent Savings 26.48% Rater Incentive is distributed directly to Rater by Mass Save Program. Ekotrope RATER-Version 3.2.32496 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability,for the information shown on this report. RESNET HOME ENERGY RATING Standard Disclosure For home(s) located at: 18 Constant Lane, Cotuit, MA Check the applicable disclosure(s): W11. The Rater or the Raters employer is receiving a fee for providing the rating on this home. EJ2. In addition to the rating, the Rater or the Raters employer has also provided the following consulting services for this home: []A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other(specify) W13. The Rater or the Raters employer is: []A. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home RIC. An employee, contractor, or consultant of the electric and/or natural gas utility serving this home 1]4. The Rater or Raters employer is a supplier or installer of products, which may include: Products Installed in this home by OR is in the business of HVAC systems Rater Employer Rater Employer Thermal insulation systems Rater Employer Rater Employer Air sealing of envelope or dud systems Rater Employer Rater Employer Energy efficient appliances []Rater Employer Rater Employer Construction (builder, developer,construction contractor, etc) Rater Employer Rater Employer Other(specify): Rater Employer Rater Employer E]5. This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for Sampling" of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). Rater Certification #: 2649950 To report any complaints regarding this Rater's service, please visit: http://www.energyratersma.com/Feedback_New.html Name: Paul Graney Signature: Pad am !. !t Organization: Home Energy Raters LLC Digitally signed: 8/3/20 at 10:18 AM I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https://standards.resnetus The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2 -Amended March 20, 2017 .� .� Town of Barnstable Building t SAPIMABM t Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on"Job and this Card Must be Kept ,�' Posted Until•Final Inspection Has Been Made. i Permit kh Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit NO. B-19-3654 Applicant Name: JOHN E SMITH Approvals Date Issued: 10/30/2019 Current Use: Structure Permit Type: Building- Foundation Only Expiration Date: 04/30/2020 Foundation: Location: 18 CONSTANT LANE,COTUIT Map/Lot: 040-066 Zoning District: RF Sheathing: Owner on Record: MARTONE, MICHAEL A ET AL Contractor.Name: JJOHN E SMITH Framing: 1 ' Address: PO BOX 994 Contractor License: CS-023046 2 FORESTDALE, MA 02644 Est. Project Cost: $ 16,000.00 Chimney: Description: FOUNDATION FOR SINGLE FAMILY HOME Permit Fee: $ 135.00 f Insulation: Project Review Req: FOUNDATION ONLY Fee Paid:? $ 135.00 DDate: 10/30/2019 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 thelapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final.Gas: -This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ! r {[ Ip 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 g 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 5 / r V N c D G OCP Application Number. .. .. �.... ..... .... ............... T • Orr nMA�.E, ; r 30?419 1� ��/ Permit Fee.......................................other Fee,....................... � 6�"�` N OFegR�ST 'qe(E Total Fee Paid TOWNOF BARNSTABLE Permit Approval by.................................on........................... BUILDING PERMITD(O.(4? Map............O� ..............Parcel........... ................ APPLICATION Section 1 — Owner's Information and Project Location Project Address z�; Village Owners Name A',-?lc Owners Legal Address /o y 1,,f f_ � City. AState 6 Zip T9, 3 Z 7 Owners Cell # 4"6k 8�}�T E-mail ekF- 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 Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar ❑ Renovation ❑ Pools ❑ ation Other—Sp cify c- CK b►z/l Y c S/YI CC �JZL� Section 4 - Work Description IUA r—*,,.A.+.a. i i n cnni o Application Number.................................................... Section 5—Detail L Cost of Proposed Construction T(d00,&) 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 Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No i Section 7—Flood Zone i 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. 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 Last undated: 11/15/2018 Application Number........................................... JSection 9- Construction Supervisor Name �$elephone Number j,5*a-k Z89 Address ZJ o e_ City d o*Sse i State�Zip D zgg-Yl " License Number 2 a V � License Type U_ GSLExpiration Date Contractors Email c: ��JPn� j&djw"2es_ emu, Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the M yhusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentati and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: 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 jpd Print Name, �j h �N�1 I Telephone Number 5OX_T2 f ''6 Z E-mail permit to: `b �, ����vJo� < ro ► i Last undated: 11/15/2018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13 — Owner's Authorization I 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 Last updated: 11/152018 } V '1!^l07 0059-09E- LL .saWO 0 aue-lluelsungL VW'lassebod H P W �J d � ZWo<FN (� aouaplsaa leinpoW sawoH poW-wd oJoriouTaw =H N ue6eueld ''Hopw � rn rn N w O � a m a U w � v rr .9 Al - 1 .9•.L .b-.b go J Z p Z O v Z U d Z s o � .St n (9NIN3d0313MON00) (9NIN3d0313MON07) m J =C Y00¢9vdgY0 CMil �� I J Y1 f0 P F ______ ______ __ ____ ---_____—�/____ .VIE I 1 I � I it� � b I I Y I 3 x- 3F08v 1'IMY d03Nil (S)'dA1 KY 0tM — --- — __ IN � � O aJ I s 0 < W U s — —$ —go I - - -- - — - - o- m� 8 LL a Im. is LL 1p e c 9 v ss ° Y _ o- — - - - - - - - — — — — — — — s I T — 1 I bl I � 1 I p N I I ® p PI Y s Z I O L FF� I rvry — Z (5)'dAl K Y OlM b - - tr I a I 1'At Ll i-.9l I I °- t- o — - - - - - - - -� - - ~— LLx— - - a nvc+o �-1.b z i (' gip•p a R �I EJ � ly NS ,�g r The Commonwealth of Massachusetts Department of Indus&W Accidents Office of Investigations ly 600 Washington Street Boston,MA 02111 wmmass gov/dia Workers' Compensation Insurance Affidavit: Buffders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizedon/individual)): Address: I v1 S LA-t-Y- City/State/Zip: C jMA Phone#: 2 2,0 J 6 01-9Yd 4' Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. IN I am a general contractor and I 6.%New construction employees(full and/or part-time).« have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet �• Remodeling ship and have no employees These sub-contactors have 8. ❑Demolition workingfor me in an act employees and have workers' Y capacity. t 9. ❑Building addition [No workers' comp.insurance comp.insurance• required-] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LEI Plumbing repairs or additions myself[No workers'comp. riles of exemption per MGL 12.❑Roof repairs insurance required.]t C. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hie outside contractors must submit a new affidavit indicating such. ;Contractor;that check this box must attached an additional sbeet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors have employees.they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: /=M x . d/Z)a Policy#or Self-ins.Lie.#:��5240 2 Expiration Date: /P Job Site Address:a��Yj 7' l� 11,e City/State/Zip: T Ma—Md 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c u d e and penalties of perjury that the information provided above is true and correct Si Date: l Phone#• d Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r Commonwealth of Massachusetts tWft Division of Professional Licensure Board of Building Regulations and Standards Constr ja%Ai%60prvisor C&02.304fj E5( ires: 10/03/2021 JOM E SMITH } , r 7 CHACE DRTE y1KEVILLE M9 02347IN �,;3 1 yf i. y Commissioner .��i�riniii�tnra..��r�✓''lad-ia���.e/% Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE;Individual Reaistr$tioii- . Expiration 1736A = �-•11/04/2020 JOHN SMITH.' DB/A SMITH DEVEEOprsA�NT.;GROUP TRUST JOHN E.SMITHCG - 7 CHACE DR. U LAKEVILLE,MA 02347 Undersecre4ary - ■■ ■■ u Pro-Mod Homes Permitting Authorization In Massachusetts,the 365 cities and towns each have their own procedure for permitting.The permitting process often includes obtaining approvals from various town boards,such as the Board of Health,the Zoning Board of Appeals,the Conservation Commission,the Fire Department,the Historical Commission and the Highway Department.This list of approvals is not exhaustive,but is meant as an example of requirements necessary for your community during the permitting process. Because the permitting process has so many variables,neither the cost nor the time frame for obtaining the necessary permits and approvals can be generalized.For this reason, billing for permitting services will be based on time and materials,with the cost of third party professionals(e.g.engineers,surveyors, legal,etc.) itemized separately.PRO-MOD HOMES,LLC will discuss with you the details of permitting for your project If you have any remaining questions, however, please feel free to call our office for further clarification. This form authorizes PRO-MOD HOMES,LLC and its agents to procure the necessary building permit. This authority may include signing forms and appeals before various boards as your agent. Please sign below to indicate that you understand and agree with this authorization. Please sign your names)as it(they)appear on the property tax bill and deed.If more than two signatures are required, sign below on the lines provided. Date: T 3-fg Homeowne Homeowner Please do not sign below unless you intend to obtain all permits yourself. Declination of Permitting Authorization I do not wish for PRO-MOD HOMES,LLC to act as my agent in the permitting process for this project.I take full responsibility for obtaining all necessary permits for the project. Date: Homeowner Homeowner f ■■ is Pro-Mod Homes Client Name: /A -glee. h/aKQOAA Date: 7 3- i q ll Site Address l ��,STart� t,% efily;t M4 feasibility& Design Agreement PRO-MOD HOMES,LLC is pleased to provide its services for the completion of your new home or addition.This Agreement may require us to perform some or all of the following during the pre-contract stage: • Perform a feasibility study • Introduce financing options • Begin the design process for the program and budget desired • Schematic"design drawings include 1 design set and 2 revisions • Review design and site planning with you • Detail the permitting strategy and budget • Contact local sub-contractors for pricing as needed • Develop final pricing for the Contract. • Interface with other necessary parties Feasibility&Design Agreement Fee:........................................................................................$2,500.00 Please understand that the fee is applied to internal manpower and materials for some or all of the items listed above. It does not include engineering, labor for the permits or the permit fees.These items will be billed separately with your prior approval.Prior to signing a.Contract,you must present evidence of financing for this project which is acceptable to the PRO-MOD HOMES,LLC and to the PRO-MOD HOMES,LLC modular factory.The fee is non-refundable unless the feasibility study finds that the project cannot be approved by the appropriate local boards and state agencies.If the project is not feasible the fee will be refunded less all costs related to the feasibility study(typically$1,500).If we determine at the start of the feasibility that the land is not buildable the entire fee will be refunded to you before any further research is performed. Thank you for choosing PRO-MOD HOMES,LLC.We look forward to completing this exciting project with you. Please sign below to accept this agreement. Date: Homeowner Homeowner 'PRO-MOD HOMES,LLC cp/z e-'s. time c)c(k aA- eT -/t_eto. . NLer vd �' �rf —/__Z � i�i�iit _� o r weCC-T zo AC�® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE F10/24/2019 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 endorsement(s). PRODUCER CONTACT NAME: Denise O'Grady PARTNERS INSURANCE GROUP LLC PHONE , (508)491-3163 aC No: E-MAIL do rad artnersins r lic.com ADDRESS: 9 GP g 73 ALDEN RD INSURERS AFFORDING COVERAGE NAIC# FAIRHAVEN MA 02719 INSURERA: LM INS CORP 33600 INSURED INSURER 8: PROMOD HOMES LLC INSURERC: INSURER D: 12 ROBIN LANE INSURERE: POCASSET MA 02559 INSURER F: COVERAGES CERTIFICATE NUMBER: 464904 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 SUER POLICY NUMBER MM/DDLICY/YYYY MM/DD/YYYY LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAM R PREMISES Ea occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ JECT POLICY PRO ❑ LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea acc dent ANY ALTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPER DAMAGE a HIRED AUTOS AUTOS Per cciden t $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X STATUTE ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE YINr---I E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUDED7 I NIA1 NIA NIA WC531S620270019 10/22/2019 10/22/2020 (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 N/A DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 Daniel M.C l y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 9 Commonwealth of Massachusetts Manufactured Buildings Program-Plan Identification Number Assignment Name of Manufacturer CHAMPION HOME MC Identification Number 168 BUILDERS, INC., Third Party Identification Number 02 Project Title 28879 Use Group Single BBRS\OPSI 0083-20 Identification Number Famil Review Required All plans are reviewed by MA and a BBRS Number assigned when approved Date: 03/06/20 Manufactured Buildings Program SCANNED From: Linda Shea Manufactured Buildings Program Re: Confirmation of Receipt of Building Plans &Assignment of BBRS\OPSI Identification Number (BBRS\OPSI I.D. Number) The Board of Building Regulations and Standards and Office of Public Safety (BBRS\OPSI) has received your building plans for the referenced project and has assigned the identification number noted-above (in the block marked BBRS\OPSI I.D. Number). This number has been assigned for purposes of internal tracking methods. This number shall be used in reference to this project and on all future correspondences, inquiries and plan revisions. Thank you for your cooperation with this matter. Send all correspondences,inquiries and plan revisions to: Office of Public Safety&Inspections-Linda Shea 1000 Washington Street,Suite 710 Boston,MA 02118 Linda.shea®mass.gov Bbrs\forms2\manufacturedbldgplanid-06/2018 Barnstable Bldg. Dept. /111 Approved by: i' Permit#: -I '2 2>-7 7 1 w 7,7X -z17 14 Z W 30 X 191 (r--« t " I 3 W 33 x !01. 11'/z" Ewa& xt 1 1 I f FLOOR JOIST 1 I 2 x NAILER J 1 I ��) 2 1/2'JI BOLTS (STAGGERED) f ` CAP PL./ x—_xV-14D I OF jj BOLT NIL CTTP) � 1 .�,,�,, � I I I STEEL CMJJYi A6 oo, 47 1Z"F:�' I I I I CAP PLATF D TATI TO FOOTING, OR CONTINUOUS VALL MUM BASE PL.1LLr_x_x4 1 __-- 1 t t ]M+ M 12 In N NOTES 1. ALL WORKMANSHIP TO CONFORM WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND MASSACHUSETTS STATE BUILDING CODE LATEST EDITION REQUIREMENTS. 2. STRUCTURAL STEEL: ASTM 572 (FY=50 KSI); Optional: SHOP PAINT WITH RUST INHIBITIVE PAINT. 3. EXPANSION BOLTS: ASTM A510 3/4" DIA.x6" EMBEDMENT IN CONCRETE; THRU—BOLTS:ASTM A307 1/2" DIA. 4. PUNCHED HOLES IN PLATES = 9/16" DIAMETER. 5. ALL WELDS E70XX ELETRODES. SHOP WELD CAP AND BASE PLATES TO COLUMNS. .....,,� 6. COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS, A�UE FIELD FYE E R f09ss QC STEEL BEAM CONNECTIONS TO WOOD FRAMING cuolLu MICHELE CUDILO � a SjRUC'TUPAL G�/'" 1�►` Consulting Structurol En e rNo 3477 123 Cottonwood Lane. CenterYllle, Massachusetts G19jE� �FSSIpNAL�� Drown By: MC Dote: / Drawin �$ �` `1"RT �• g C c Scole: AS NOTED Rev. 0 S K_i Nt f U �r File Nome: Project No.:ZO�q y t '�'� 1T•Y I t7•r *� E _ Y 1 �M" aaR for = I I N ���� R N 3 Q x 1 1 d I I N a t ' C — — — - - - - - - - — s i 4 k 2 �r" FyyF as o �� � ww+s�M.AI Z• --- ----------------- ---------_R_---------- ----- _ 1_ ----------------- ------ )4$p 4 1 1 1 1 1 ------- ------ I�,a�o�t tr�+clxreor'oawsl ,- N 4 ® Z tY f o A <•.e x� v t o' k �• D A 4` A m A D A � CO '� Drawn Bye Flanagan CO Client New t-13ox C ' --aMana ° n 9p Pro-Mod Homes Modular Residence 0 �� ��p� F L DateZN& PocesseL MA 18 Constant Lane a p m Pro-Mod Homes 114-3604300 Gotult,MA z �{ R I 1 JOB Q-28879 SHEET NO. 1 OF 2 CALCULATED BY MF DATE 12/10/2019 KITCHEN/LIVING/DINING CEILING BEAM REVISED Load Calculation Procedure INPUTS .CONSTANTS Location: MATEWALL Floor Live Load= 40 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 0 Wall Dead Load= 40 plf Cape Roof: NO Ceiling Dead Load = 6 psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting the floors or stone counters. Reaction from Truss or Rafter= 751 lb Required Deflection Criteria Truss spacing = 16 in D.C. Live Load = L/240 Unit Width = 15 ft Total Load = L/ 180 Roof Live Load/Unbalanced Snow Load = 60 psf -,H OF 41,gS`r9 Roof Dead Load= 25.5 psf Roof/Snow Load= 563.3 pff o KEVIN• Roof Live Load = 70.2 % FIN CIV l • Roof Dead Load = 29.8 % o No.39 O Attic Live Load= 0.0 % �Q A�oFFss N\�� Load Duration ONA� Load Cases vVVV for Wood Members 1. D + F PFS Corporation = 168.0 If p Cd=0.9 Northeast Region 2. D+ H + F+ L + T APPROVED N Raup-3 = 168.0 plf Cd= 0.9 1/30/20 3. D+ H + F+ (Lr or S or R) Approval limited to _ 563.3 Factory Built Portion - Pif Cd= 1.15 I 4. D+ H + F+ 0.75(L+T) +0.75(Lr or S or R) = 563.3 If P Cd= 1.15 5. D+ H + F+ (Wor0.7E) = 168.0 plf Cd=0.9 6. D+ H + F+ 0.75(W or 0.7E) +0.75L+0.75(Lr or S or R) = 464.4 If p Cd= 1.15 7• 0.6D + W+ H = 100.8 plf Cd=0.9 8. 0.6D + 0.7E + H = 100.8 plf Cd= 0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. PFS Corporation Northeast Region JOB Q-28879 APPROVED ET NO. 2 H Raup-3 OF 2 1/30/20 �N Q F s9 D BY MF DATE 12/10/2019 Approval limited to Factory Built Portion O=� KEVIN M. y REVISED PNN N CIVIL o�k No.39636 v Beam & Header Spans Beam1 = 1.5"x 20" Speciesl = LVL Gr el= NA No.1/No.2 No.3 and Stud SPF Beam2 = None Species2 = SPF Grade2= NA No.1/No.2 No.3 and Stud Quantity Per Box, Q1 = 1 dl= 20.00 in bl= 1.50 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2 = 0 d2= 0.00 in b2= 0.00 in Area, Al = 30.00 inz Section Modulus, S1 = 100.00 in Moment of Inertia, 11 = 1000.00 Area, A2 = 0.00 z in° in Section Modulus, S2= 0.00 in3 Moment of Inertia, 12= 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF, = 0.93 CRt = 1.00 delta LL= 240 CFz= 1.00 CRz= 1.00 delta TL = 180 Shear Moment Deflection ad Share Load F,t = 285 psi Fb, = 2750 psi E1 = 2000000 psi Lo Lo - 100.00 Fez= 0 psi Fbz= 0 psi E2= 0 psi Beam2= 0.00 Controlling Load w = 563.3 plf Max Allowable Length= 224.2 in Actual Length Needed= 209.3 in Reaction at Each End= 4910.8 lb Minimum Bearing Length Required= 7.7 in Max Deflection = 0.586 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS Species& Number of Matewall Column Studs Per Box 12"deep or less-(2)rows of 0.131"x3"nails @ 8"o.c. Grade Max 8ft Tall Column Max 9ft Tall Column > 12"& < 18"deep-(3) rows of 0.131"x3"nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 > 18"deep-(4) rows of 0.131"x3"nails @ 8"o.c. s f#2 NG 3 2 NG 3 2 CONDITION 2-SIDE LOADED s f#3 NG 3 2 NG 4 2 2-Ply <=465plf(2)rows of 0.131"x3"nails @ 8"o.c. s f stud NG 3 2 NG 4 2 2-Ply<=700plf(3) rows of 0.131"x3"nails @ 8"D.C. sp#2 NG 3 2 NG 4 2 2-Ply <= 870plf(2)rows of 1/2" Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2"Bolts @ 12"o.c. 3-Ply <= 350plf(2)rows of 0.131"x3"nails @ 8"o.c. 3-Ply<= 525plf(3) rows of 0.131"x3"nails @ 8"o.c. 3-Ply<=650plf(2)rows of 1/2"Bolts @ 12"o.c. 3-PI >650 If 3 rows of 1/2"Bolts @ 12"o.c. 4-PI 3 rows of 1/2"Bolts @ 12"o.c. Note: Stagger fastener rows and locate fasteners minimum 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. ' PFS Corporation Northeast Region JOB Q-28879 APPROVED N Raup-3 SHEET NO.' 1 OF 2 1/30/20 Approval limited to CALCULATED BY MF DATE 12/10/2019 Factory Built Portion , MASTER BEDROOM CEILING BEAM REVISED Load Calculation Procedure INPUTS CONSTANTS Location: MATEWALL Floor Live Load = 40 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 0 Wall Dead Load= 40 pif Cape Roof: NO Ceiling Dead Load = 6 psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting the floors or stone counters. Reaction from Truss or Rafter= 751 lb Required Deflection Criteria Truss spacing = 16 in O.C. Live Load = L/240 Unit Width = 15 ft Total Load= L/180 Roof Live Load/Unbalanced Snow Load= 60 psf OF Ajq Roof Dead Load =. 25.5 y 2 Roof/Snow Load= 563.3 plf s FINN KEVIN M. m D % Roof Live Load= 70.2 % 2 CIVIL - O No. 9636 % Roof Dead Load= 29.8 % 0 A 9� %Attic Live Load = 0.0 % 90fFSs M Load-Duration vW-V1,W for Wood Members -Load Cases 1.1 D + F = 168.0 plf Cd=0.9 2. D+ H + F+ L + T • = 168.0 plf Cd=0.9 3. D+ H + F+ (Lr or S or R) = 563.3 pif Cd= 1.15 I 4. D + H + F+0.75(L + T) +0.75(L,or S or R) = 563.3 pif Cd= 1.15 5. D + H + F+ (Wor0.7E) = 168.0 pif Cd =0.9 6. D+ H+ F+ 0.75(W or 0:7E) + 0.75L.+0.75(L/or S or R) = 464.4 pif Cd = 1.15 7 0.6D #W+ H = 100.8 pif Cd= 0.9 8. 0.6D+ 0.7E+ H = 100.8 plf Cd = 0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. PFS Corporation JOB Q-28879 Northeast Region APPROVED sSI1 SHEET NO. 2 OF 2 H Raup-3 usoa° ,`N OF MgSS9� CULATED BY MF DATE 12/10/2019 Approval limited to Factory Built PortionREVISED o KEFINN M. u' rn 0 NO.39636 O Q. Beam & Header Spans J 90 SGI Beaml = 1.5"x 16" Speciesl = LVL Grad 1= NA No.1/No.2 No.3 and Stud SPF Beam2 = None Species2 = SPF Grade2= NA No.1/No.2 No.3 and Stud Quantity Per Box, Q1 = 1 dl= 16.00 in bl= 1.50 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2 = 0 d2= 0.00 in b2= 0.00 in Area, Al = 24.00 in Section Modulus, S1 = 64.00 in Moment of Inertia, 11 = 512.00 in Area,A2 = 0.00 in Section Modulus, S2= 0.00 in Moment of Inertia, 12 = 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 0.96 CR1 = 1.00 delta LL= 240 CF2= 1.00 CR2= 1.00 delta TL= 180 Shear Moment Deflection Load Share F , = 285 psi Fb1 = 2750 psi E1 = 2000000 psi p Beam1 = 100.00 FQ= 0 psi Fb2= 0 psi E2= 0 psi Beam2 = 0.00 % Controlling Load w = 563.3 plf Max Allowable Length= 182.1 in Actual Length Needed = 167.8 in Reaction at Each End = 3936.9 lb Minimum Bearing Length Required= 6.2 in Max Deflection= 0.473 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS Species& Number of Matewall Column Studs Per Box 12"deep or less-(2) rows of 0.131"xY nails @ 8"o.c. Grade Max 8ft Tall Column Max 9ft Tall Column > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 > 18"deep-(4) rows of 0.131"x3"nails @ 8"o.c. SO#2 1 NG 2 2 NG 3 2 CONDITION 2-SIDE LOADED s f#3 NG 3 2 NG 3 2 2-Ply<=465plf(2)rows of 0.131"x3"nails @ 8"o.c. s f stud NG 3 2 NG 3 2 2-Ply<=700plf(3) rows of 0.131"x3"nails @ 8"o.c. sp#2 NG 3 2 NG 3 2 2-Ply<=870plf(2) rows of 1/2" Bolts @ 12"o.c. 2-Ply> 870plf(3) rows of 1/2"Bolts @ 12"o.c. 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"o.c. 3-Ply<=525plf(3)rows of 0.131"xY nails @ 8"o.c. 3-Ply<=650plf(2) rows of 1/2" Bolts @ 12"o.c. 3-Ply>650 If 3 rows of 1/2"Bolts @ 12"o.c. 4-PI 3 rows of 1/2" Bolts @ 12"o.c. Note: Stagger fastener rows and locate fasteners minimum 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB CH270-Q28879 SHEET NO. 1 OF 44 Glenco, Inc. CALCULATED BY DB DATE 1/27/2020 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 Design Criteria Listed connections to foundation/piling system must be reviewed by the foundation/piling design engineer. Foundation/piling engineer must verify the listed connections are appropriate with acutal foundation/piling system. Foundation/piling engineer may specify alternate connections that meet the required loads. Location: PFS Corporation Northeast Region APPROVED MA H Raup-3 140mph Vult Exp C or less 1/30/20 Approval limited to Factory Built Portion Building Description: Residential Two Story 1 st story site built Codes: MA State Building Code, 9th Edition 2015 NDS ASCE 7-10 Criteria: Risk Category II Site Class D Seismic Criteria Numeric seismic design value at 0.2s SA(SDS) 0.164 Seismic Design Category(SDC) B Seismic Importance Factor 1.00 Ultimate Wind Speed Vult= 140.0 mph Nominal Wind Speed N OF A1111 Vasd = 108.4 mph KEVIN M. FINN to Exposure = C 2 CIVIL M 1.35 v No. 636 -r 9 Wind Importance Factor= 1.00 Load Case Factor= 0.6 Snow Load Ground Snow Load = 60 psf Snow Importance Factor= 1.00 JOB CH270-Q28879 SHEET NO. 2 of 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE _Design Criteria Cont. PFS Corporation Northeast Region APPROVED H Raup - 3 Floor Diaphragm Aspect Ratio 1/30/20 Length of side(L,)(width) = 30.08 ft. Approval limited to Length of side(1-2)(length) = 50 ft. Factory Built Portion Max Mean Roof Height= 25 ft. Exposed Foundation Height= 1.5 ft. Roof Framing Span (Horizontal Projection) = 15 ft. Roof Framing Spacing= 16 in. D.C. Roof Overhang Length= 1 ft. N OF MgssgO Roof Slope = 7 :12 Z KEVIN M. tiG o FIVI m Roof Diaphragm Aspect Ratio o No,�39636 Length of side(L,)(width) = 30.08 ft. Length of side(1-2)(length)= 50 ft. Al v jL Roof/Ceiling Assembly Dead Load= 15 psf Roof Framing Type= Truss Truss ID# HMD25802 Max Uplift at Marriage Wall= 352 Ib"s per truss Max Uplift at Sidewall Wall= 193 Ibs per truss PFS Corporation JOB CH270-Q28879 Northeast Region SHEET NO. 3 OF 44 APPROVED CALCULATED BY DB DATE 1/27/2020 H R a u p - 3 CHECKED BY DATE Approval limited to Factory Built Portion Design Criteria Cont. 1st Story Loadbearing Wall Height= 10 ft. 2nd Story Loadbearing Wall Height= 8 ft Wall Stud Specifications= 2x6 SPF#3 Wall Stud Spacing= 16 in. o.c. Shearwall Segment Aspect Ratio 1st Story Shearwall Height= 10 ft. 2nd Story Shearwall Height= 8, ft. OSB- PLY GYP 1st Story Minimum Shearwall Length = H/3.5= 2.86 ft. H/ 1.5 = 6.67 ft, 2nd Story Minimum Shearwall Length = H/3.5= 2.29 ft. H/1.5 = 5.33 ft. OF MqS ��P S90 o KEVIN M. FINN N CIVIL `" '10 No.396360 2nd StoryWall Length Available for Full g ul Height Sheathing SS/0 EN Bline_1 14.25 ft. Lline_A 44.50 ft. Bline_2 21.75 ft. Lline_B 27.10 ft.. 2nd Story Maximum Unrestrained Opening Height Hline_1 .58 in. Hline A 38 in. Hline_2 0 in. Hline B 58 in. PFS Corporation JOB CH270-Q28879 Northeast Region SHEET NO. 4 OF 44 APPROVED CALCULATED BY DB DATE 1/27/2020 H Raup - 3 CHECKED BY DATE Approval limited to Factory Built Portion Uplift Connections Building Width = 30.08 ft. Roof Framing Spacing= 16 in. D.C. Roof J Ceiling Assembly Dead Load= 15 psf Roof Span = 15 ft. Amount of load to be subtracted per Story= {[(Unit Width/2)x Floor/Roof Dead Load] +Wall Dead Load)x 0.6 _ { [(15.010 ft / 2) x 10 psq + 60 plf) x 0.6 81 plf 3 Sec Gust Wind Speed = 140 mph OF A9gss90 = KEVIN M. 'y G FINCIVIL rn N cGn o No.39636 i Vertical Design Wind Pressures 0 ON Windward Windward Uplift Pressure= 25.62 psf Leeward Uplift Pressure = 16.68 psf Overhang Wind Uplift Pressure= 42.06 psf Roof to 2nd Story Wall Connection Load = 234 plf 2nd Story Wall to 1st Story Wall Connection Load = 234 plf - 81 plf 153 plf 1 St Story Wall to Foundation Connection Load = 153 plf - 81 plf= 72 plf PFS Corporation Northeast Region JOB CH270-Q28879 APPROVED SHEET NO. 5 OF 44 CALCULATED BY DB DATE 1/27/2020 H Raup - 3 CHECKED BY 1/30/20 DATE Approvallimite to Factory Built Portion Uplift Connections(conVd) Main Building Connection Design I Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. Roof Truss to 2nd Story Wall Stud Connection Connector: Simpson Strong-Tie MTS20 Fastener: (7)0.148inx1.5in nails in truss and(7) 0.148inx1.5in nails in wall stud Allowable Load = 860 lb Req'd Uplift Req'd Provided Load Spacing Spacing 234 pif 44 in. 32 in. N OF MqS l o KEVIN M. tiG FINN CIVIL r' J No.39636 / 4 aa/S.T SAS/ONAI LNG JOB CH270-O28879 SHEET NO. 6 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Uplift Connections (cont'd) 2nd Story Wall Stud to 2nd Story Floor Band Connection -line_A& line_B Connector: Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails (5 each end of strap) Allowable Load= 795 lb Req'd Uplift Req'd Provided Load Spacing Spacing line_A 234 plf 41 in D.C. 32 in D.C. line_B 234 plf 41 in D.C. 32 in D.C. 2nd Story Wall Stud to 2nd Story Floor Band Connection - line_1& line-2 Connector: 7/16"OSB/PLY overlap 2 rows of 0.131"x2.5"Nails Allowable Load = 192 lb Req'd Uplift Req'd Provided Load Spacing Spacing line-1 679 plf 3 in D.C. 3 in D.C. 2nd Story Floor Band to 1st Story Wall Stud Connection -line_A& line_B Connector: Simpson Strong-Tie LSTA15 (12)0.148"x2.5"nails (6 each end of strap) Allowable Load = 950 lb Req'd Uplift Req'd Provided Load Spacing Spacing line_A 153 plf 48 in D.C. 48 in D.C. line_B 172 plf 48 in D.C. 48 in D.C. 2nd Story Floor Band to 1st Story Wall Stud Connection -line-1 Connector: Simpson Strong-Tie LSTA15 (12) 0.148"x2.5"nails (6 each end of strap) Allowable Load = 950 lb Req'd Uplift Req'd Provided Load Spacing Spacing line-1 679 plf 16 in D.C. 16 in D.C. N OF Mgss9� V ? KEVIN M. ti v z�- FINN cGn CIVIL u No.39636 9� Tf Sr L.c �®ass/ANT A PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET NO. 7 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Single Shear Staple Capacity w/min 1"penetration "Other Dowel-Type Fasteners" D 0.063 in Diameter is = 0.438 in Side member thickness Fyb = 1 E+05 psi Dowel bending yield strength tm = 1 in Main member penetration Rd 22 Reduction Term-See Table 11.3.1 B Ss = SPF Side member species Re = 1 = Fem/Fes Ms = SPF Main member species R, = 2.286 = Im/Is SG = 16 Staple Gage Im = 1 in main member dowel bearing length Co = 1.6 Load Duration Factor Is = 0.438 in side member dowel bearing length Fem= 3350 psi main member dowel bearing strength Fes = 3350 psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple= 2 Legs x Zmin Mode Shear Zstaple= 38.1 lbs Im Z,m= D x Im x Fem X CD = 153.5 lb Rd IN of MAssn 9 Is Zis= D x Is x Fes- x CD = 67.2 lb p KEVIN M. G �. R FINN d g CIVIL m o No.39636 � 0 II Z„= k,xDxIsxFes X CD = 51.6 lb A - ,Q1 P�O Rd 01 \ Illm Z,iim= k2 x D x Im X Fem X CD = 54.2 lb (1+2Re)x Rd ills Z,„s= k3 X D x Is x Fem X CD = .28.8 lb (2+Re)x Rd IV Ziv= D2 x 2 x Fem x Fyb ("2) = 19.1 lb Rd 3 X (1 + Re) Minimum Shear, Zmin = 19.1 lb Notes: K, _ [Re+ (2Re2 x(1+R,+R,2)) + (R 2 x ReA(1121_[Re x(1+Rl)) = 0.8 (1+Re) PFS Corporation K2 = -1 + (2 x(1+Re)) + 2F x(1+2Re)x D2 �t�21 = 1 1 Northeast Re On 3Fem X Im2 APPROVE H Raup - 3 K3 = -1 + (2 x(1+Re)) + 2F x(2+Re)X D2 = 1.3 1/30/20 Re 3Fef11 x Is2 Approval limited o Factory Built Port on JOB CH270-028879 SHEET NO. 8 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Single Shear Staple Capacity w/Metal Side Member w/min 1"penetration "Other Dowel-Type Fasteners" D = 0.063 in Diameter is = 0.036 in Side member thickness F , _ 1 E+05 psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 Reduction Term-See Table 11.3.1 B Ss = 20GA Steel Side member species Re = 0.054 = FQf11/Fes Ms = SPF Main member species R, = 27.78 = Im/Is SG = 16 Staple Gage Im = 1 in main member dowel bearing length CD = 1.6 Load Duration Factor Is = 0.036 in side member dowel bearing length Fern = 3350 psi main member dowel bearing strength Fes = 61850 psi side member dowel bearing strength Table 11.3.1A Yield Limit Equations: Staple Capacity: Mode Shear Zstaple= 2 Legs x Zmin • Zstaple.= 52.5 Ibs Im Z,m= D x Im x Fem X CD = 153.5 lb Rd j H OF MAss n 9 Is Zjs= D X Is x Fes x CD = 102.0 lb O KEVIN M. G g FINN N Rd CIVIL M � No.39636 II Z11 k,x D x Is x Fes x CD = 62.8 lb APO��G'l Rd HIM Zuim= k2 x D x Im X Fem X CD = 66.7 lb ` (1+2Re)x Rd Ills Z111s= k3 x D x is x Fem x CD = 31.8 lb (2+Re)x Rd IV Ziv= D2 x 2 x Fem x Fyb (1/2) = 26.3 lb Rd 3 X (1 +Re) Notes: Minimum Shear, Zmin = 26.3 lb K, = [Re+ (2Re2 X(1+R,+R 2)) + (Rr2 x ReA(vz) [Re x(1+R0] = 0.6 (1+Re) PFS Corpora on K2 = -1 + (2 x(1+Re)) + 2F x(1+2Re)x p2 (1n) = 0.5 Northeast Re ion 3Fem X Im2 APPROVE H Raup - K3 = -1 + nRe +Re)) + 2F X (2+Re)X D2 (1/2) 11.8 1/30/20 3Fem x Is2 Approval limits to Factory Built Poi Lion I JOB CH270-Q28879 SHEET NO. 9 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap 0.0359 in Strength of Steel = 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 1.25 in Thickness of fastener= 0.1310 in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener) x Strength of Steel x Strength Reduction Factor= Capacity of Strap= 867.7 lb 0.131"x2.5"Nail Capacity �PN,A OF ryq _� KEVIN M. �S Shear Z = 81 lb NDS Table 11 P o FINN cGn ) CIVIL / o No.39 6 Load Duration Factor= 1.6 for wind 010 ,9 pOF SQ/STE Adjusted Fastener Capacity= 129.6 lb Required Quantity of Fasteners to achieve max capacity of strap= QTY= 7 nails each end of each strap PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion Boa CH270-Q28879 SHEET NO. 10 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Uplift Connections(cont'd) Marriage Wall Loads Max Uplift at Marriage Wall = 352 Ibs Unit Uplift Load = 264 plf = Roof to 2nd Story Wall Connection Load 264 plf PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion 2nd Story Wall to 1 st Story Wall Connection Load = 264 plf - 63 plf= 201 plf Wall to Girder Connection Load =- 201 plf - 63 plf= 138 pif \1µ OF Mgss O 9 = KEVIN M, 'Connection loads less than 0.do not require uplift connectors g FINN N �v CIVIL m o No 6 -r Amount of load to be subtracted per Story [(Unit Width/2)x Floor/Roof Dead Load] +Wall Dead Load0t4A G _ {((15.60 ft / 2) x 10 psf] + 30 pif) x 0.6 = 63 plf Jos CH270-Q28879 SHEET No. 11 of 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Uplift Connections(cont'd) Marriage Wall Connection Design Roof Truss to 2nd Story Wall Stud Connection Connector: Simpson Strong-Tie LSTA12 Fastener: (10) 0.148"x2.5"nails (5 each end of strap) Allowable Load = 795 lb Req'd Uplift Req'd Provided Load Spacing Spacing 264 plf 36 in. 32 in. IN of Mgssq� o KEVIN M. S FINN m CIVIL o No.39636 9 O l ru e PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET NO, 1 1 A OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design. P�.�N OF Al KEV 9�y IN M. FINN N n � CIVIL r" No.39636 c �O 'O��FGIST � 2nd Story Wall Stud to 2nd.Story Floor Band Connection Connector: Simpson Strong-Tie LSTA12 Fastener: (10)0.148inx2.5in nails (5 each end of strap) Allowable Load 795 lb Req'd Uplift Req'd Provided Load Spacing Spacing 201 pif 47 in. 32 in. PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET NO. 12 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Uplift Connections (cont'd) Check Tensile Strength of Studs to Transfer Uplift Loads 2x6 SPF#3 Nominal Tensile Stress F,= 250 psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= 1.3 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress F,'=F,CD CF 520 psi ANSI%AF&PA NDS Table 4.3.1 Net Area of Stud \N OF MA A 8.25 in KEVIN Allowable Tensile Load FI CIVIL `rn ^ n, o No.39636 �' G J P,' F,'A 4290 lb > 313 lb QK PFS Corporation Northeast Region .APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET NO. 12A of 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Sliding Connections Capacities PFS Corporation Design 1st Story Module to Sill Plate Connection Northeast Region APPROVED Assume Typical Connection made with H Raup - 3 0.131"x 3"toenails. 1/30/20 Approval limited to Specific Gravity of Member Factory Built Portion G = 0.42 Thickness of Member IS= 1.50 in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 lb Load Duration Factor ��P��N OF Mgss9� CD= 1.6 = K Toe-Nail Factor EVIN M.FINN N Ctn= 0.83 2 CIVIL rn o No.39636 -ter Allowable Lateral Capacity of Nails in Single Shear vco 10 Z' = Z CD C(n = 109 lb �o�C�'ISTEP�O``Q 0.131"x 3"toenails. S / N 2"D.C. nails = 109 lb x 12 in/ft/ 2 in ox = 653 plf 3"o.c. nails = 109 lb x 12 in/ft/ 3 in o.c = 435 plf 4"D.C. nails = 109 lb x 12 in/ft/ 4 in o.c = 326 plf 5"D.C. nails = 109 lb x 12 in/ft/ 5 in o.c = 261 plf 6"D.C. nails = 109 lb x 12 in/ft/ 6 in o.c = 217 plf 0.131"x 3" Nails Z' = ZCD = 131 lb 2 rows of 0.131"x3"nails at 4"D.C. = 131 lb x 12 in/ft/ 4 in o.c x 2 = 787 plf 2 rows of 0.131"xY nails at 5"D.C. = 131 lb x 12 in/ft/ 5 in ox x 2 = 629 pif 2 rows of 0.131"xW nails at 6"D.C. = 131 lb x 12 in/ft/ 6 in o.c x 2 = 524 Of 2 rows of 0.131"x3" nails at 7"D.C. = 131 lb x 12 in/ft/ 7 in ox x 2 = 449 pif 2 rows of 0.131"x3"nails at 8"D.C. = 131 lb x 12 in/ft/ 8 in o.c x 2 = 393 Of 3 rows of 0.131"xY nails at 4"D.C. = 131 lb x 12 in/ft/ 4 in o.c x 3 = 1180 pif 3 rows of 0.131"x3" nails at 5" o.c. = 131 lb x 12 in/ft/ 5 in ox x 3 = 944 plf 3 rows of 0.131"xY nails at 6"D.C. = 131 lb x 12 in/ft/ 6 in o.c x 3 = 787 plf 3 rows of 0.131"x3"nails at 7"D.C. = 131 lb x 12 in/ft/ 7 in o.c x 3 = 674 plf 3 rows of 0.131"0"nails at 8"D.C. = 131 lb x 12 in/ft/ 8 in o.c x 3 = 590 plf JOB C H270-Q28879 SHEET NO. 13 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Shear Connections -MWFRS Roof Pitch = 7:12 Roof Height= 9.25 ft Roof Span = 15 ft. 3 Sec Gust Wind Speed,V= 140 mph Wind Exposure= C Max Wall Height= 10 ft Wind Importance Factor= 1.00 End Zone Length= 6.02 ft Building Length = 50 ft Floor/Ceiling Depth = 1 ft Horizontal Design Wind Pressures Enter 10psf as minimum value or if value is less than zero Wall Pressure Perp to Ridge= 24.00 psf Roof Pressure Perp to Ridge = 16.68 psf Wall Pressure Parallel to Ridge= 26.70 psf Roof Pressure Parallel to Ridge= 20.16 psf PFS Corporation Northeast Region �P��N OF Mq, APPROVED KEVINM. H Raup - 3 FINN N 1/30/20 � CIVIL m o No.39ti36 Approval limited to C �n Factory Built Portion FsQ/ST Perpendicular to Ridge Roof Diaphragm Load = (Roof Hor. Press. Perp. x Roof Height) + (Wall Hor. Press. Perp. x Wall Height/2) Roof Diaphragm Load = 274 plf Floor Diaphragm Load = [Wall Hor. Press. Perp. x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load = 264 plf Parallel to Ridge Roof Diaphragm Load = (Roof Hor. Press. Par. x Roof Height/2) + (Wall Hor. Press. Par. x Wall Height/2) Roof Diaphragm Load = 227 plf Floor Diaphragm Load = [Wall Hor. Press. Par. x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load 294 plf JOB CH270-Q28879 SHEET NO. 14 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Shear Connections :Wind (cont'd) Reference Sheet 13 for wroof& wfloor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge wr,,f = 274 pif wrooi = 227 pif 264 pif wfloor= 294 plf L 50 ft. B= 30.08 ft. Vroof=wrooi x L= 13715 Ib Vr,)Or=wroor x B = 6821 lb Vfloor=Moor x L = 13200 lb Vfloor=Moor x B = 8835 lb Shear Tranfer Connection Capacity Requirements vroof=Vroof/2/B= 228 plf vroof=Vroof/2/L= 68 pif vfloorl =Vroof+Vfloorl /2/B= 447_ plf vfloorl =Vroof+Vfloor/2/L = 157 plf vfloorl =Vroof+[2 x(Vfloor/2/B)] = 667 plf vfloor2 =Vroof+[2 x(Vfloor/2/Q] = 245 pif H of Mgs�9� = KEVIN M. C. ® � FINN U) `L CIVIL m o No.39636 C-7-�i PFS Corporation �a,�Fc'fSTG 1, ss/l)NAL EN / Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion PFS Corporation Northeast Region APPROVED H Raup - 3 JOB CH270-028879 1/30/20 SHEET NO: 15 OF 44 Approval limited to CALCULATED BY DB DATE 1/27/2020 Factory Built Portion CHECKED BY DATE Shear Connections Seismic(cont'd) Total Shear Capacity Requirements-Seismic Seismic Design Category= B Weights: Factors: Wroof= 31588 lb R= 6.5 Table 12.2-1 Wswall= 12000 lb F= 1.1 Section 12.14.8.1 Wewall= 7220 lb SDs= 0.164 Wgable= 1805 lb 1 1.00 Seismic Importance Factor Wfloor= 37604 lb Wtotat= 90217 lb 0 F MqS S o KEVIN NI. FINN N Seismic Base Shear,V: Section 12.14.8.1 5-; CIVIL `" � No.39636 O V= F x SDs x Wtotat x 1 = 2504 fb R SS/ Vertical Distribution, Fx: Section 12.14.8.2 Fx = wx x V Wtotal Fx.roof= 877 lb Floor Diaphragm Load= 2504 lb Fx.floorl = 1611 lb Fx.floor2= 2504 lb Diaphragm Unit Shear Capacity Requirements B= 30.08 ft. L= 50 ft. Perpendicular to Ridge Wind Parallel to Ridge vroof Fx.roof/2/B= 15 plf vroof=Fx.roof/2/L= 9 plf 1st floor down from roof vfloorl =Fx:floorl /2/B= 27 pif vfloorl = Fx.floorl /2/L= 16 plf vfloor2= Fx.floor2 12/8= 42 plf vfloorl=Fx.floor2/2/L= 25 plf PFS Corporation Northeast Region APPROVED JOB CH270-Q28879 H Raup - 3 SHEET NO. 16 OF 44 1/30/20 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Approval limited to Shear Connections (cont'd) Reference Sheet 14& 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Bline 1� 14.25. ft. %line 1= 47 Bline_2 21.75 ft. %line_2 = 72 Shearwall Unit Shear Capacity Vwall line 1=Vroof/2 Bline 1 Vwall line_1= 0 0 13715 lb /(2 x 14.25 ft.) Vwall line 1= 481 plf Wind Controls Vwall line 2=Vroof/2 Bline 2 Vwall line-2 = 0 0 13715 lb /(2 x 2135 ft.) Vwall line_2= 315 plf Wind Controls Shear Parallel to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Lline A 44.50 ft. %line A= 89 Lline B 27.10 ft. %line B = 54 Shearwall Unit Shear Capacity Vwall line A=Vroof/2 Bline A Vwall line_A= 0 0 6821 lb /(2 x 44.50 ft.) Vwall line A= 77 plf Wind Controls Vwall line B =Vroof/2 Bline B Vwall line_B = 0 0 6821 lb /(2 x 27.10 ft.) Vwall line B= 126 plf Wind Controls v OF MgSS KFVIN M. FINN G s CIVIL 0 No.3963 / Ago Cc/STCPti � �SS70NAL���'� ��®wa PFS Corporation Northeast Region JOB CH270-Q28879 APPROVED SHEET NO. 17 OF 44 H Raup - 3 CALCULATED BY DB DATE 1/27/2020 1/30/20 CHECKED BY DATE Factory Built Portion Shear Connections (cont'd) Shear Capacity of 2nd Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %line 1= 47 %line 2 = 72 Wind Parallel to Ridge %line A= 89 %line B= 54 Maximum Unrestrained Opening Height 2nd Story Wall Height- 8 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline 1 58 in. Hline A 38 in. Hline 2 0 in. Hline B 58 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline_1: 0.71 Fline_A 0.98 Fline 2 1.00 Fline B 0.73 �N 0 F Mgss� b 9 KEVIN M y FINN N , CIVIL o No. 0�pF�G'/STE `�mbSS/ANAL PFS Corporation Northeast Region JOB CH270-Q28879 APPROVED SHEET NO. 18 OF 44 H Raup - 3 CALCULATED BY DB DATE 1/27/2020 1/30/20 CHECKED BY DATE Approval limited to Factory Built Portion Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly ��N OF MgSsgc o KEVIN M. S' F FINN d CIVIL rn o No.39636 C-0 2nd Story Wall-line_1 PERFORATED 40 �� 7/16"OSB w/0.131"x2.5"nails @ 2"o.c. panel edge& 12'A � ,�/ G or)-dbl studs is Tabulated Value= 823 plf Shear Distribution Factor= 1.00 vs= 0 plf Shear Capacity of Shearwall Assembly vs = 823 Of + 0 plf = 823 pif > 481 pif OK 2nd Story Wall-line_2 PERFORATED 7/16"OSB w/0.131"x2.5"nails @ 6"o.c. panel edge& 12"D.C. field nailing (exterior) Tabulated Value= 335 plf Shear Distribution Factor= 1.00 vs= 0 pif Shear Capacity of Shearwall Assembly vs = 335 Of + 0 plf = 335 plf > 315 pif OK 2nd Story Wall-line_A PERFORATED 7/16"OSB w/0.131"x2.5"nails @ 6"D.C. panel edge.& 12"o.c. field nailing(exterior) Tabulated Value= 335 pif Shear Distribution Factor= 1.00 vs= 0 plf Shear Capacity of Shearwall Assembly vs = 335 plf + 0 plf = 335 plf > 77 plf OK 2nd Story Wall-line_B PERFORATED 7/16"OSB w/0.131"x2.5"nails @ 6"o.c. panel edge& 12"D.C. field nailing(exterior) Tabulated Value= 335 plf Shear Distribution Factor= 1.00 Vs= 0 plf Shear Capacity of Shearwall Assembly vs = 335 pif + 0 plf = 335 pif > 126 plf OK ,Jos CH270-028879 SHEET NO. 19 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs. compressive 2x6 SPF#3 Sample Calculation Nominal Tensile Stress Ft= 250 psi Load Duration Factor CD= 1.6 Size Factor CF= 1.5 Allowable Tensile Stress Ft'= Ft CD CF= 600 psi Net Area of Stud A= 6.25 in Allowable Tensile Load Double 2x4-With Splices P;= F;A= 3150 lb Double 2x4- No Splices 6300 lb Double 2x6 With Splices Pt'= Ft A= 4290 lb Double 2x6- No Splices 8580 lb Double 2x10-With Splices Pt'= F;A= 5550 lb Double 2x10- No Splices 11100 lb Z= 131.2 lb 0.131"x 3.0"Nails Minimum splice lap where splices are allowed = 4 ft 2nd Floor Endwalls T= 6857 lb Double 2x6 Top Plate- No Splices Sidewalls T= 1535, lb Double 2x6 Top Plate-With Splices& Stagger 2 rows of 0.131"x 3.0" Nails @ 8 in D.C. �NAOFlyq 9�y o KEVIN M. FINN CIVIL r" No.39 O �SSIONAI �' J �v PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET NO. 20 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Shearwall Desiqn (cont'd) Shear Capacity of Perforated Shearwall Assembly v=vs x Perforated Shearwall Capacity Adjustment Factor J 2nd Story Walls 2nd Story Wall Height- 8 ft. Shear Perpendicular to Ridge vline_1= 823 plf x 0.71 = 584 plf > 481 plf OK vline_2 335 plf x 1.00 = 335 plf > 315 plf OK Shear Parallel to Ridge vline_A 335 plf x 0.98 = 328 -pif > 77 plf OK vline_B 335 plf x 0.73 = 246 plf, > 126 plf OK OF MAss9c' o KEVIN FIN N m 5_ CIVIL r / o No.39636 J Ago S FFSS/OIM �G Note: Perforated Capacity limited to 490plf for Seismic and 686plf for wind PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET NO. 21 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE OF MgSS Overturning Connections 2� 9 KEVIN M. c�G FINN u, Check Capacity of Dead Loads to Resist Overturning Loads o No.9I636 f J�,AccC co Length of side (L,)(house width) = 30.08 ft. oFFss I /� Length of side(1-2)(house length) = 50 ft. Dead Load Resistance to Overturning-line_1& line-2 Dead Load = 65 plf Dead Load* Length to Overturning @ Pivot Point= 977.7 Ibs*0.60 = 587 Return Wall Dead Load = 150 *0.60 = 0 Dead Load Resistance to Overturning-line_A&line_B Dead Load = 150 plf Dead Load* Length to Overturning @ Pivot Point= 3750 Ibs* 0.60= 2250 Return Wall Dead Load= * 65 *0.60= 0 Required Holddown Capacity T= v x h Segemented T=v x h/Co Perforated 2nd Story Module to 1st Story Module-line-1 PERFORATED Wind Controls T= 481 plf x 8.0 ft. / 0.71 = 5430 lb + lb - 587 Ibs DL= 4843 lb Connector: (2) Simpson Strong-Tie CS16 straps Fastener: w/ (22) 10d nails ea strap Allowable Load= 1705 lb x 2 straps= 3410 Ibs 2nd Story Module to 1 st Story Module- line-2 PERFORATED Wind Controls T= 315 plf x 8.0 ft. / 1.00 = 2522 lb + lb - 528 Ibs DL= 1994 lb Connector: (2) Simpson Strong-Tie CS16 straps Fastener: w/ (22) 10d nails ea strap Allowable Load= 1705 lb x 2 straps= 3410 Ibs 2nd Story Module to 1 st Story -line—A PERFORATED Wind Controls T= 77 plf x 8.0 ft. / 0.98 = 626 lb + lb < 2250 Ibs OK Dead Load of Structure is Sufficient to Resist Overturning Load 2nd Story Module to 1 st Story Module- line_B PERFORATED Wind Controls T= 126 plf x 8.0 ft. / 0.73 = 1372 lb + lb < 2250 Ibs OK Dead Load of Structure is Sufficient to Resist Overturning Load RIB Co•poratlon NO•tMaat Rapbn * Rovw N Raup- lJOItO a4R r JOB CH270-Q28879 SHEET NO. 22 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE ' Overturning Connections(cont'd) Check Ter%ile Strength of Studs to Transfer Overturning Loads- Sample Calculation (1) 2x6 SPF#3 Nominal Tensile Stress F,= 250 psi Load Duration Factor PFS Corporation CD= 1.6 Northeast Region Size Factor APPROVED CF= 1.0 H Raup - 3 Allowable Tensile Stress 1/30/20 F;= F,CD CF= 400 psi Approval limited to Net Area of Studs Factory Built Portion A= 8.25 in Allowable Tensile Load P,'= Ft'A= 3300 lb Built up Column Fastening Requirement Assume Typical Connection made with 0.131"x 3.0" Nails Specific Gravity of Member Stud Height= 10 ft G = 0.42 Thickness of Member OF Mq is= 1.50 in. P� Ss9 Lateral Capacity o KEVIN M. ny Z= 82 Ibs FINN m CIVIL Load Duration Factor 0 No.39636 e J Allowable Lateral Capacity Z' = ZCD = 13.1 i Required Spacing for two rows staggered= (Capacity x #of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) ( 131 lb x 2 ) / ( 3300 lb / 10 ft ) x ( 12 in / 1 ft ) _ 9 in o.c. JOB CH270-Q28879 SHEET NO. 23 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Sliding Connections Roof Pitch= 7:12 Wall Height= 10 ft. Roof member spacing= 16 in D.C. 3 Sec Gust Wind Speed = 140 mph Wind Exposure= C Load from wind on Wall Wall Horizontal Pressure= 26.70 psf See page 13 Wind Load = Wall Press x(Wall Height/2) Wind Load = 133.5 plf Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord= 3411 lb See pages 14 & 15 Length of Unit= 50 ft. Load along sidewall in diaphragm chord= sidewall diaphragm chord load/length of unit Load along sidewall in diaphragm chord= 68.21 plf Req. Roof to Wall Load = Max(wind load,diaphragm chord load)x roof mem.spacing= Req. Roof to Wall Load= 178 lb Roof to Wall Plate Connection Assume Typical Connection made with 0.131"x 3"toenails. Specific Gravity of Member PFS Corporation I Northeast Region G= 0.42 Thickness of Member APPROVED is= 1.50 in. OF Mq H Raup - 3 Lateral Capacity of Nails 2� KEVIN M. oG 1/30/20 Z= 82 Ibs g FIN N m Approval limited to 2 CIVIL 'L Factory Built Portion Load Duration Factor 0 No.39636 9 CD= 1.6 Ago ' Toe Nail Factor �SSJpNALE Ci„= 0.83 Allowable Lateral Capacity of Nails ,: Z' = ZCDCin = 109 lb Required Roof to Wall Plate Connection Req'd Nail Nails Load Capacity Req'd 178 lb 109 lb cap 2 per framing member JOB CH270-Q28879 SHEET NO. 23A. OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Slidinq Connections Assume Typical-Connection made with 0.131"x 3.0"Nails in End-Grain. Specific Gravity of Member G 0.42 Thickness of Member is= 1.50 in. PFS Corporation Lateral Capacity Northeast Region Z= 82.0 lbs APPROVED Load Duration Factor H Raup — 3 CD= 1.6 1/30/20 End-Grain Nail Factor Approval limited to Ct„= 0.67 Factory Built Portion Allowable Lateral Capacity Z' = Z CC) Ceg = 87.9 lb Top Plate to Studs& Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 178 lb 88 lb cap 3 per framing member Bottom Plate to Floor Assume Typical Connection made with 0.131"x 3.0" Nails Allowable Lateral Capacity of Nails m 4 V Z' = Z CD = 82 lb x 1.6 = 131 lb jN OF MgSsgO = KEVIN / g FIN cA Req'd Stud Req'd 2 CI V L Load = t Spacing Load °v no.3 S 178 lb / 16 in oc 134 plf A�OG/ST FSS�ONAIEN�'\ Nail Req'd Req'd Capacity / Load = Spacing 131 lb cap 134 plf 11 in D.C. JOB CH270-Q28879 SHEET NO. 23B OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Sliding Connections Truss Bottom Chord or Ceiling Joist to Endwall Top Plate Assume Typical Connection made with 0.131"x 3.0" Nails toed Allowable Lateral Capacity of Nails Z' = Z CD Ctn 82 lb x 1.6 x 0.83 = 109 lb m Req'd Building Width Req'd �qN OF Mq� Load Spacing = Load 6857 lb / 30.08 ft 228 plf � KEFII C, g CIVIL Nail Req'd Req'd a �A �No•39636 O Q v Capacity / Load = Spacing 109 Ib cap 228 plf 5 in D.C. m / PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET NO. 25 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Sliding Connections(cont'd) PFS Corporation Design 2nd Story to 1st Story Connection Northeast Region Assume Typical Connection made with APPROVED 0.131"x 3"toenails. H Raup — 3 1/30/20 Specific Gravity of Member Approval limited to G= 0.42 Factory Built Portion Thickness of Member �N ®� is= 1.50 in. �P�,( OF SS9� Nominal Lateral Capacity of Nails in Single Shear S' VIN = KE M. G Z= 82 Ib o FINNrn CIV Load Duration Factor o No. 36 CD 1.6 J9p�F AQIS Toe-Nail Factor FSS/0 iv�N Cm= 0.83 Allowable Lateral Capacity of Nails in Single Shear Z' = ZCDCt„ = 109 lb 2nd Story to 1 st Story Connection- line—1 v=Vfloor1 = 447 plf Ref. Sheet 14& 15 Connection; 0.131"x 3"toenails. @ NG "D.C. 2nd Story to 1 st Story.Connection- line—A&line_B v=Vfloor1 = 157 plf Ref. Sheet 14& 15 Connection: 0.131"x 3"toenails: @ 6 "D.C. USE ALTERNATE CONNECTION ON PAGE 26 FOR LINE 1 & LINE 2 r JOB CH270428879 SHEET NO. 26 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Slidinq Connections Cont'd PFS Corporation Northeast Region APPROVED H Raup - 3 P��N of Mq� 1/30/20 � s oy Approval limited to o KEVIN M. U Factory Built Portion FIN N N CIVIL 0 No.39G36 9 � 0/ST e. SS►ONAI. Design Alternate 2nd Story to 1 st Story Connection 2nd Story to 1st Story Connection- line-1 v=Vfloorl = 447 plf Connector: Simpson Strong-Tie.LTP4 Fastener: (12) 0.131in x 1 1/2in nails Allowable Load= 540 lb Req'd Sliding Req'd Load Spacing 447 plf 12 in. 2nd Story to 1 st Story Connection-line_A&line_B v= Vfloor1 = 157 plf Connector: Simpson Strong-Tie LTP4 Fastener: (12) 0.131in x 1 1/2in nails Allowable Load= 540 lb. Req'd Sliding Req'd Load Spacing 157 plf 41 in. I JOB CH270-Q28879 SHEET NO. 27 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE D®A�d �qNA OF M,q � 1st Story Site Built-Anchor bolt design by others: o KEVIN M. � C. FINN N CIVIL. "' G o No.39636 ; � �p Q 9 A'�p F�i1 ST-P DFss/ori PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion PFS Corporation Northeast Region JOB CH270-Q28879 APPROVED SHEET NO. 28 OF 44 H Raup - 3 CALCULATED BY DB DATE 1/27/2020 1/30/20 CHECKED BY DATE - Factory Built Portion Sheathing Connections Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed = 140 mph OF M4ss9 KEVIN M. �y G FINN cA / CIVILrn 13 ,0 No.39636 -i , po 3C/S S/ON L �vvv Wind Importance Factor= 1.00 Wind Exposure= C C&C Pressures Adjusted Interior Suction Pressure= 33.4 psf Zone 1 Adjusted Perimeter Suction Pressure= 33.4 psf Zone 2 Adjusted Overhang Suction Pressure= 48.4 psf Zone 2 OH Adjusted Overhang Suction Pressure= 48.4 psf Zone 3 OH Perimeter Edge Zone Width i Minimum Building Dimension = 30.08 ft. Z= 10% Minimum Building Dimension = 3.008 ft. But not less than 3 ft. Roof Framing Spacing = 16 in:o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. D.C. Interior Zone= 33 psf x 1.33 ft. = 44 plf Perimeter Edge Zone= 33 psf x 1.33 ft. = 44 plf Overhang Zone= 48 psf x 1.33 ft. = 64 plf JOB CH270-028879 SHEET NO. 29 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/16" OSB (Unblocked) Fastening: 0.131"x2.5" nails at 6 "D.C. panel edge fastening and 12 "o.c. field fastening Specific Gravity of Roof Framing G= 0.42 Diameter of Nails D = 0.131 in. Length of Nails L= 2.50 in. Thickness of Sheathing t= 0.438 in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 21 lb/in. Load Duration Factor ANSI /AF&PA NDS 2.3.2 CD= 1.6 Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'= W CD= 34 lb/in. Length of Nail Penetration Lp= L-t= 2.063 in. Withdrawal Capacity per Nail W'LP = 69 lb Required Suction Load Capacity Interior Zone= 44 plf Ref. Sheet 28 Perimeter Edge Zone = 44 plf Ref. Sheet 28 Overhang Zone= 64 plf Ref. Sheet 28 A4 Required Fastening (H 0 MqS�� O KEIN M. Interior Zone= 12 FINN N Perimeter Edge Zone= 6 "O � CIVIL m ((� o No.396' o PFS Corporation Overhang Zone= 6 o. �, 9 Northeast RegionFss/oluAM APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion i JOB CH270-Q28879 SHEET NO. 30 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads ��N OF MA&a ��P 9cy 2 KEVIN M. G Unit Shear Capacity Requirement 0 FINN c No.391636 o Maio V.00r= 13715 lb MIST ��SS/ONA B= 30.08 ft. Gov® vroof= 228 plf Shear Capacity for Diaphragm.Assembly Framing Species Specific Gravity G= 0.42 Roof Sheathing: 7/16"OSB(Unblocked) Fastening: 0.131"x2.5"nails at 6 "D.C. panel edge nailing and 12 "o.c. field nailing Tabulated Value= 296.7 plf vs = 1.4 (Tab. Value) See Supplement Table 2C Footnote 1 = 415.4 plf > 228 plf OK I PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET NO. 31 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Sheathing.Connections(cont'd) Floor Sheathing \A OF MASS O Design Floor Diaphragm to Transfer Shear Loads KEVIN M. G o FINN u'r„ Unit Shear Capacity Requirement CIVIL �. O No.39636 Max Vnoo 15840 lb B = 30.08 ft. vfloor= 263 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G 0.42 Floor Sheathing: 5/8in OSB(Unblocked) Fastening: 0.131"x2.5"nails at 6 "D.C. panel edge fastening and 12 ":o.c. field fastening Tabulated.Value= 308.2 plf Vs 1.4 (Tab.Value) See Supplement Table 2C Footnote 1 431.5 plf > 263 plf OK PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion. JOB CH270-Q28879 SHEET NO. 32 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Sheathing Connections Wall Sheathing , �N OF MgSS90 Design Wall Sheathing Connection to Resist Suction Loads o KEVIN M. IS: rn FINN 0 h 3 Sec Gust Wind S eed = 140 mph CIVIL P p }, o CIVIL � O ,off 9FG! Q�i FFSSI V See pages 13D thru 13F for pressure calcs. Wind Importance Factor= 1.00 Wind Exposure= C Adjusted interior Suction Pressure (Zone 4)= 31.0 psf Adjusted Perimeter Suction Pressure(Zone 5) 38.2 psf Perimeter Edge Zone Width Minimum Building Dimension= 30.08 ft. Z= 10%Minimum Building Dimension= 3.008 ft. But not less than 3 ft. Wall Framing Spacing = 16 in. D.C. Roof Unit Suction Load from Wind Framing Spacing in ft. D.C. Interior Zone= 31 psf x 1.33 ft oc. = 41 plf PFS Corporation Edge Zone= .38 psf x 1.33. ft oc. = 51 plf Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET NO. 33 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Sheathing Connections (cont'd) Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing: 7/16"OSB Fastening: 0.131"x2.5"nails at 6 "o.c. panel edge nailing and 12 "o.c. field nailing I Specific Gravity of Wall.Framing G= 0.42 Diameter of Nails D= 0.131 in. Length of Nails L= 2.50 in. Thickness of Sheathing t= 0.438 in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 21 lb/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CD= 1.6 Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'=W CD= 34 lb/in. Length of Nail Penetration Lp= L-t= 2.063 in. Withdrawal Capacity per Nail W' LP = 69 lb 4 Required Suction Load Capacity N OF AMI Interior Zone= 41 If = M KEVIN G p o FINN m 1/ Perimeter Edge Zone= 51 plf — CIVIL J No.89636 O 'O99�GISTE `� �FFS � Required Fastening SIQNAI PFS Corporation Interior Zone= 12 "o.c. Northeast Region Perimeter Edge Zone= 6 "o.c. APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET NO. 34 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE N OF A,,q Roof is made with Trusses. No Rafters Connections Required o KEVIN M. FINN N r CIVIL. rn V j o No.39636 '1 ,Q sror n � PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion I JOB CH270-Q28879 SHEET No, 35 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Truss Field Connections Reference attached truss print I _'Required Field Joint Connections-Compression(lb)/Tensions(lb)/Shear(lb)/Moment(lb) Truss Number: HMM5802 I Ridge Connection"6" 251 / 75 / 98 / 0 Use: 1 1/4"x 20 ga steel strap w/(7)0:131x2.5"nails each end &(2)0.131"x3.0"nails toed i Lateral Value 0..131"x3.0"toe-nailed= 82 x 1.15 Cd x .83 Ctn x 2 nails= 156 lbs OF MAS`S9 O 0 KEVIN M. FINN cA CIVIL IL 0 No.396 ( ,� 99�Q/ST L `6 F fotm vc.v Flip Connection"5" 251 / 75 / 98 / 0 Use: 1 1/4"x 20 ga steel strap w/(7)0.131x2.5"nails each end &(2)0.131"x3.0"nails toed Lateral Value 0.131"x3.0"toe-nailed= 82'x 1.15 Cd x .83 Ctn x 2 nails=156 Ibs Kneewall Connection "9" 603 / 392 / 234 / 0 Use: 1 1/4"x 20 ga steel strap w/(7)0.131x2.5" nails_each end&(3) 0.131"0.0"nails toed Lateral Value 0.131"x3.0"toe-nailed = 82 x 1.15 Cd x .83 Ctn x 3 nails= 234 Ibs PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET No. 36 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE ,NOFMgSq S Roof is made with Trusses. No Rafters Connections Require KEVIN M. o FINN N CIVIL "' �l No.39636 y V O v / I I PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion JOB C H270-Q28879 SHEET NO. 37 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall Simpson Strong-Tie MTS20 (7)0.148inx1.5in nails in truss Stud Connection 234 plf and(7) 0.148inxl.5in nails in Sheet 5 @ 32 in o.c. wall stud N is d V N L c AOFMgS o� KEVIN M. CS' FINN U) c CIVIL rn c .636 -r o PFS Corpor tion a � Northeastion APPROVED H Raup 3 Approval limilled to Factory Built Portion Note: 8d nails =0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB CH270-Q28879 SHEET NO. 38 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Design Summary Location Connection . Wall Force Spacing Reference Simpson Strong-Tie LSTA12 line_A 234 plf 32 in O.C. (10)0.148"x2.5"nails (5 each end of strap) 2nd Story Wallline_B 234 plf 32 in O.C. Stud to 2nd Story 6 Floor Band Connection 7/16"OSB/PLY overlap line-1 679 plf 3 in O.C. 2 rows of 0.131"x2.5"Nails 2nd Story Floor Simpson Strong-Tie LSTA15 line_A 153 plf 48 in D.C. Band to 1st Story (12)0.148"x2.5"nails 2 Wall Stud (6 each end of strap) Connection line_B. 172 plf 48 in O.C. v C 6 O 2nd Story Floor Simpson Strong-Tie LSTA15 line-1 679 plf 16 in D.C. 0 Band to 1st Story (12)0.148"x2.5"nails Wall Stud (6 each end of strap) G. Connection D Note: 8d nails =0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails =0.131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. _lj JU N OF M,q / o KE II cn PFS Corporation I g Northeast Region 0 NO a3�o APPROVED H Raup — 3 : mod 1/30/20 Approval limited to Factory Built Portion JOB CH270-Q28879 SHEET NO. 38A of 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 264lf Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails Sheet 11 Stud Connection p (5 each end of strap) @ 32 in o.c. N cv ev i O w N C v N OF cKEVFI O 5 CIVIL 1 L) No.39636 CL PFS Corporation Northeast Reqnon APPROVED H Raup - 3 Approval linfited to Factory Built Portion Note: 8d nails =0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB CH270-Q28879 SHEET NO. 38B OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference 2nd Story Wall Stud to 2nd 201 If Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails 11A Story Floor Band Connection p (5 each end of strap) 32 in o.c. N OF Mgss rn 0 FINN N o CIVIL 0 No.39636 O y d e o ��FFSSI S I � ' C. M PFS Corporation S APPRO ED H Raup - 3 Approval limited to Factory Built Portion An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB CH270-Q28879 SHEET NO. 39 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference 7/16"OSI3 w/0.131"x2.5"nails 2nd Store Wall-line I 2"o.c.panel edge& 12"o.c. d31 plf Sheet 13 field nailing(exterior)-dbl studs Perforated ,t,shig seams 2nd Story Wall-line_2 7/16"OSB w/0.131"x2.5"nails 315 plf c 6"o.c.panel edge& 12"o.c. Sheet 18 Perforated field nailing(exterior) 2nd Story Wall-line_A 7/16"OS13 w/0.131"x2.5"nails 77 plf L 6"o.c.panel edge& 12"o.c. Sheet 18 Perforated field nailing(exterior) 2nd Story Wall-line 13 7/16"OSB%%,/0.131"x2.5"nails 126 pl f co 6"o.c.panel edge& 12"o.c. Sheet 18 A Perforated field nailing(exterior) E d to a OF MqS �P S9 oKEVI N FINK cGn N o No.39636 10 �o FCIS F G i PFS Coro ation Northeast egion APPRO ED 1/30/2 Approval lirr ited to Note: 8d nails =0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same, size,species and grade as wall below. They must also be sheathed and fastened the same as wall below. JOB CH270-Q28879 SHEET NO. 40 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Design Summary(con'd) Note: Corner Studs& Built up Column Studs to be fastened together wl 2 rows staggered of 0.131"xW Nails at 9 in D.C. Location Force Connection Fasteners Required Reference 2nd Story Module to 1st Story Module-line-1 (2)Simpson Strong-Tie CS16 4843 lb (22)10d nails ea strap Sheet 21 straps . I 2nd Story Module to 1st Story Module-line-2 (2)Simpson Strong-Tie CS16 1994 lb (22)10d nails ea strap Sheet 21 straps 2nd Story Module to 1st Story line_A Dead Load of Structure is OK Sufficient to Resist 0 Sheet 21 Overturning Load W c Q 2nd Story Module to 1st Story Module-line_B Dead Load of Structure is 4) OK Sufficient to Resist 0 Sheet 21 = Overturning Load O U c 'c �%A OFMgSS > �P y O KEVIN M. FINN cGn CIVILrn PFS Corp o ation 9No.39636 y Northeast a ion APPRO ED /oiun H Raup — 3 1/30/2 Appimmall liar ited to Factory Built Portion Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB CH270-Q28879 SHEET NO. 41 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Design Summary(con'd) An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. All fasteners into sill plate must be corrosion resistant. Location Force Connection Fasteners Required Reference 0.131"x 3"toenails. Roof to Wall Plate Connection 178 lb NA 23 0.131"x 3.0"Nails in End- Top Plate to Studs&Bottom 178 lb Grain. NA 23A Plate to Studs 3 per stud Bottom Plate to Floor 134 plf 0.131"x 3.0"Nails NA 23A 11 in o.c. 0 F ®m c PFS Corpor tion Z��P KEVIN M, s9nG o Northeast R gion FINN N CIVIL r" cH Raup - 3 A�o9�cls U 1/30/20 Off / a� Factory Built P rtion N Simpson Strong-Tie LTP4 2nd Story to 1st Story 447 plf @ 12 in OC (12)0.131in x 1 1/2in nails 26 Connection-line 1 0.131"x 3"toenails. 2nd Story to 1st Story 157 plf @ 6 in OC N/A 25 Connection-line—A&line B Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted JOB CH270-Q28879 SHEET NO. 42 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference Truss Bottom Chord or Ceiling 0.131'`x 3.0"Nails toed Joist to Endwall Top Plate 228 plf 236 @5inOC � &A PFS Corporation ��N°F Mqs �v. `r9 NortheastO APPROVED KEFINN N rn H Raup 3 o No 9I636 c J 0 0 Approval limi ed to FFSSI0 4 a) Factory Built onion c c 0 U 0) 'v N 2nd Floor Endwall Mateline- Top Plate to Top Plate I 3086 lb 2 Simpson LSTA30 Straps (22)0.148in x 2.5in nails each NA Ceiling Rim to Ceiling Rim strap across Mateline 2nd Floor Endwall Mateline- (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across 3086 lb 2 Simpson LSTA30 Straps strap NA Mateline Note: 8d nails'=0.131'x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB CH270-Q28879 SHEET No. 43 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Design Summary(con'd) Location Force Sheathing Connection Reference MAIN ROOF: 228 plf 0.131"x2.5"nails at 6"o.c.panel edge nailing and 12"o.c.field Roof Sheathing 7/16" OSB (Unblocked) nailing Sheet 29 Shear OVERHANGS: L 6 in D.C. edge&field 0.131"x2.5"nails at d Wall Sheathing 51 plf = 7/16"OSB 6"o.c.panel edge nailing and Sheet 33 N Non Shear Wall Suction 12"o.c.field nailing 263 If 0.131"x2.5"nails at 6"o.c. Floor Sheathing p 5/8in OSB(Unblocked) panel edge fastening and 12" Sheet 31 Shear o.c. field fastening Location Connection Reference N p Ridge Connection"6" 1 1/4"x 20 ga steel strap w/(7) 0.13lx2.5"nails each end& (2) Sheet 35 0.131"x3.0"nails toed m c 0 U 1 1/4"x 20 ga steel strap w/(7)0.13lx2.5" nails each end &(2) C Flip Connection"5" Sheet 35 0.131"x3.0"nails toed Np 1 1/4"x 20 ga steel strap w/(7)0.131x2.5"nails each end & (3) Kneewall Connection"9" Sheet 35 0.131"x3.0" nails toedI OF AAA 2 rn N H �q ((O� KEVIN M. G FINN n CIVIL -� PFS Cr tion °A 9�°" �o Northeast R gion ION H Raup 3 1/30/20 Factory Built P rtion 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB CH270-Q28879 SHEET NO. 44 OF 44 CALCULATED BY DB DATE 1/27/2020 CHECKED BY DATE Desiqn Summary(con'd) Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate-No Splices 6857 Ib Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of Splices& @ 8 in oc p 0.131"x 3.0"Nails 1535 Ib Sheet 19 Sidewal Is N V t P��N O F Mgss U o KEVIN M. FI m CIVIL o No.39636CL 'O0 PFS Corpor tion ss/°ru NG Northeast R gion PPROV D aup - 1/30/20 ApF roval limited to Fact pry Built P rtion Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise Minimum Splice Length is 4 ft 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. i I Job Truss Truss Type ay ply Champion Homes(N30"7ML9) 90961 MMD26802 HINGE MONO 1 1 30'0"wide 7/12 low hinged mono Dcalangd by ATM 274 Universal Forest Products Inc.,Grand Rapids,MI 49525,Andrew Mulslner 8.130 a Dec 12 2017 MITek Industries,Inc.Thu Feb 1513:40:02 2018 Page 1 of 1a-0 1a10-0 Copyright 02018 Universal Forest Products,Inc.All Rights Reserved titia 0 6 SMH18E 1 10 4 9 1ti9. 7.00 F12 2x5 S H18D 13 4 4x5= 2x5(one face)\\ C? 9 1 1 B1 4 ojI 13 8 11 12 7 3x8 II 4x5 II 1 d-0 14-10.8__ 13-" ' Plate Offsets X Y-- 1:0-2-8 0-2-4 :0-2-12 0-1-0 3:0-1-8 03-12 :0-"0-0-1 4:0-"0-1-0 :0-2-8 0-1-0 8:0-5-12 0-1-8 SPACING-:2-0-0 SPACING-:1-0-0 SPACING-:1-0-0LOAD SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 30.8 TOLL 46.2 TOLL 61.6 G(psf) LOADING(psf) LOADING(psf) Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.32 7.8 >548 240 MT20 1971144 TOLL 7.0 Lumber DOL 1.15 BC 0.78 Vert(CT) -0.63 7-8 >273 180 MT18HS 197/144 (Ground Snovr-4 (Ground Snow-60 (Ground Snow=80 Rep Stress Incr YES W 0.48 Horz(CT) 0.00 7 n nla TCDL .0 TCDL 10.5 TCDL 14.0 B /a Code IBC2015fTP12014 Matrix-R Weight:67 lb BCLL 0.0` BCLL 0.0 BCLL 0.0` FT=O% BCDL 10.0 BCDL 15.0 BCDL 20.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2`Except` TOPCHORD Structural wood sheathing directly applied or 5d-0 oc purlins, except end T4:2x6 SPF 1650F 1.5E verticals. BOT CHORD 2x8 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2x3 SPF Stud*Except* WEBS 1 Row at midpt 4-9 EV2:2x6 SPF No.2 REACTIONS. (Ib/size) 1=75510-5-8 (min.0-1-8),7=636/Mechanical,6=01Mechanical Max Horz 1=347(LC 9),6=-164(LC 13) Max Uplift1=493(LC 9),7=-352(LC 9) PFS Corporation Max Grav 1=813(LC 13),7=751(LC 3) Northeast Region APPROVED FORCES. (Ib)-Maximum CompressionfMaximum Tension H Raup-3 TOP CHORD 1-2=-44516,2-3=-711145,3-10=-619I9,4-10=-326121,4-5=301/11,5-6=-195/80,7-9=-5551361 1/30/20 BOT CHORD 1-13=-1521234,8-13=-152/234,8-11=-1521234,11-12=-152/234,7-12=-1521234 Approval limited to WEBS ' 2-8=-5371541,4-9=-603/392 Factory Built Portion REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Iby Maximum Tension([by Maximum Shear(Iby Maximum Moment(lb-in) 5=251775/98/0,9=6031392/23410 NOTES- 1)Dado:0-3-8 length x 0-0-14 deep dado,0-M to left edge from joint 1 on the bottom face. 2)Wind:ASCE 7-10;Vult=126mph(3-second gust)Vasd=100mph @241n o.c.;TCDL=2.8psf,BCDL=4.Opsf,,(Alt 154mph @16in o.c.;TCDL=4.2psf;BCDL=6.OpsQ;h=30ft;Cat 11;Exp C; enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pg=40.0 psf(ground snow);Ps=30.8 psf(roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. E-signed by Kevin Freeman 6)All.plates are MT20 plates unless otherwise indicated. 7)See HINGE PLATE DETAILS for plate placement F N E 8)Provisions must be made to prevent lateral movement of hinged members)during transportation. O W Y 9)All additional member connections shall be provided by others for forces as indicated. P F 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NN. R 11)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit JN�'O. between the bottom chord and any other members,with BCDL=10.0psf. 47 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 193 lb uplift at joint 1 and 352 lb uplift at joint 7 * �� 92 13)This truss is designed in accordance with the 2015International Building Code section 2306.1 and referenced standard ANSIfTPI 1. 14)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 15)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports.All field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipa the final set position. 16)This truss is designed in accordance with the 2012 IBC Sec 2306.1 and referenced standard ANSI/TPI 1 17)Based on:HMD25801.Changes:IBC 201212015. The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, A9�FESSIOX4 not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 4/13/2018 ' ® WARNING - Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD.NE - Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building 'designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\support\tAitekSuppltemplates\ufp.tpe UNIVERSAL FOREST PRODUCTS, INC. Job Truss Customer MFG 90961 HMD25802 CHAMPION HOMES 274 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ���puuuppp�� �.0"OF MAq'''�p H QF M OF M f C IY •1 0 KEVIN W. tiG KEVIN •:2 IF upwrWN trw rwa a we Sau a Marrtvm lie•rw No 25531.Fxpvwon O.0 WM0018 /IHII� ,� 0tAWEA41'-'% KEVIN W. FREEMAN ,.`��0F�E9i 04' RE 1SSTfREO yQ�� .+a°`, �,.w :�,�Q'•� . F/�Fr,C`•Q?j ���G R0FESSIONAL '�. �;� 00111/u / 111181 � iTI>!OF ���o`` ESLEY F211',o a' rti �' Q •� PFS Corporation Northeast Region APPROVED H Raup - 3 ''//nnlunllla`` 1/30/20 OtVp1 Approval limited to Factory Built Portion Corporate Engineering 2801 East Beltline,NE Grand Rapids, NII 49525-9736 (616) 364-6161 Fax(616) 365-0060 rlfni.rnm PFS Corporation REScheck Software Version 4.6.5 Northeast Region APPROVED ID Compliance Certificate H Raup - 3 1/30/20 Approval limited to Project Q-28879 Factory Built Portion Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Location: Cotuit, Massachusetts Construction Type: Single-family �� Project Type: New Construction ��A OF Mgss Conditioned Floor Area: 1,504 ft2 Glazing Area 11% 2 KEVIN M. tiG Climate Zone: 5 (6137 HDD) - CIVILrn Permit Date: 2 0 No-39636 -� Permit Number: Jo 9 Off@ Construction Site: Owner/Agent: Designer/Contractor: lONAtE 18 CONSTANT LANE CHAMPION MODULARS DIV 2 COTUIT, MA 02635 P.O. BOX 269 STRATTANVILLE, PA 16258 Compliance: 1.7%Better Than Code Maximum UA: 293 Your UA: 288 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly or Cavity U-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1.504 30.0 19.0 0.021 32 Wall 1: Wood Frame, 16"D.C. 1,282 21.0 0.0 0.057 60 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 212 0.290 61 Door 3: Solid 21 0.200 4 Wall 2 ONSITE 1ST FL STAIR CLOSE OFF WALLS: Wood Frame, 16" o.c. 749 13.0 0.0 0.082 58 Window 2: Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.290 5 Door 1: Solid 21 0.200 4 Wall 3 ONSITE EXTERIOR STAIR WALLS: Wood Frame, 16"o.c. 130 21.0 0.0 0.057 5 Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.290 5 Door 2: Solid 21 0.200 4 Floor 1:All-Wood Joistfrruss:Over Unconditioned Space 1,504 30.0 0.0 0.033 50 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 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 1-24-20 Matt Fiscus N(�-P(�&yu- Name-Title Signature Date Project Title: Q-28879 Report date: 01/24/20 Data filename: M:\Engineering\Q-28\Q-28879\Q-28879 APPROVAL\RESCHECK.rck _Page 1 ofll PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion Project Title: Q-28879 Report date: 01/24/20 Data filename` M:1Engineering\Q-281Q-288791Q=28879 APPROVALIRESCHECK.rck Page 2 of II REScheck Software Version 4.5.5 Inspection Checklist Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, 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. I Section Plans Verified Field Verified # Pre-Inspection/Plan Review i Value T Value Complies? Comments/Assumptions) `& Req.ID i ( _ — 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not i [PR11I energy code compliance for the g building envelope.Thermal ❑No[Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not , 403.7 energy code compliance for ❑Not Observable [PR31' lighting and mechanical systems. .d: Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2J2 on loads calculated per ACCA Cooling: Cooling: UP Manual or other methods ❑Not Observable approved by the code official. Btu/hr Btu/hr ❑Not Applicable 103.1 Solar-Ready Roof: New detached ❑Complies— [PR411 one-and two-family dwellings. ❑Does Not and multiple single-family dwellings(townhouses) with>_ []Not Observable 600 ft2 (55.74 m2) of roof area ❑Not Applicable oriented between 110 degrees and 270 degrees of true north comply with sections AU103.2 through AU103.8 (RB103.2 through RB103.8). Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion I 1 jHigh Impact(Tier 1) ` 2�dium Impact(Tier 2) 3 Low Impact(Tier 3) i Project Title: Q-28879 Report date: 01/24/20 Data filename: M:1Engineering\Q-281Q-288791Q-28879 APPROVAL\RESCHECK.rck Page 3 of11 ---------- Section # Foundation Inspection Complies? i Comments/Assumptions & Re ID, i 1303.2.1 A protective covering is installed to ❑Complies i JFO1112 protect exposed exterior insulation ❑Does Not i and extends a minimum of 6 in. below i grade. ❑Not Observable ❑Not Applicable ;403.9 Snow- and ice-melting system controls ❑Complies i[FO12]2 installed. ❑Does Not �. ❑Not Observable ONot Applicable Additional-Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion i r High Impact(Tier 1) — 2 rMedium Impact(Tier 2) 3 iLow Impact(Tier 3) i Project Title: Q-28879 Report date: 01/24/20 Data filename: M:1Engineering\Q-281Q-288791Q-28879 APPROVALIRESCHECK.rck Page 4 of11 Section Plans Verified Field Verified T --•__--- # Framing/Rough-In Inspection) Complies? Comments/Assumptions !& Req.ID i— Value Value 303.1.3 U-factors of fenestration products ❑Complies = �[FR411 are determined in accordance ❑Does Not ' .� with the NFRC test procedure or []Not Observable taken from the default table. ❑Not Applicable 402.1.1, Glazing U factor(area-weighted U- U- ❑Complies See the Envelope Assemblies I 402.3.1, average).402.3.3, ❑Does Not table for values. � 402.5 []Not Observable [FR2)1- ❑Not Applicable 402.1.1. Glazing SHGC value(area- SHGC: SHGC: ❑Complies See the Envelope Assemblies 402.3.2, weighted average). ❑Does Not table for values. 402.3.3, 402.5 []Not Observable (FR311 ❑Not Applicable I 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR 1)1 i ❑Not Observable l ❑Not Applicable_ 402.4.1.1 Air barrier and thermal barrier ❑Complies (FR2311 installed per manufacturer's ❑Does Not instructions. ❑Not Observable _ ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies (FR20)1 is listed and labeled as meeting Northeast Region []Does Not y, AAMA/WDMA/CSA 101/l.S.2/A440 or has infiltration rates per NFRC APPROVED ;❑Not Observable 400 that do not exceed code :❑Not Applicable limits. H Raup - 3 402.4.5 IC-rated recessed lighting fixtures 1/30/20 ❑Complies [FR16]2 sealed at housing/interior finish A royal;limited t0 �❑Does Not and labeled to indicate s2.0 cfm pp leakage at 75 Pa. Factory Built Portion '❑Not Observable _ ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies — [FR1211 insulated >= R-8 where duct is ;❑Does Not >= 3 inches in diameter and >_y R-6 where < 3 inches.Supply and ❑Not Observable return ducts in other portions of •❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums, ❑Does Not U :❑Not Observable _ ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR1712 above 105 9F or chilled fluids ❑Does Not J below 55 4F are insulated to>_R- 3, []Not Observable _ ❑Not Applicable _ 403.4.1 Protection of insulation on HVAC ❑Complies — [FR2411 piping. ❑Does Not [—]Not Observable ❑Not Applicable I�Nigh Impact(Tier 1) 2 TMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Q-28879 Report date: 01/24/20 Data filename: M:1Engineering\Q-281Q-28879\Q-28879 APPROVAL\RESCHECK.rck Page 5 ofll i i Section � ...----- •--- ------•---- 'Framing/ Rough-In Inspection) Plans Verified Field Verified ## I Complies?+ Value lies.I Value P ' Comments/Assumptions I 1403.5.3 Hot water pipes are insulated to R- R- ❑Complies i [FR18J2 aR-3. ❑Does Not12, r i ❑Not Observable ❑Not Applicable i j403.6 Each dwelling unit of a residential ❑Complies (FR1912 building provided with ❑Does Not + continuously operating exhaust, supply or balanced mechanical ❑Not Observable I ventilation that has been site ❑Not Applicable ; verified to meet a minimum airflow per Section N1103.6. Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion 1High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) _l Project Title: Q-28879 Report date: 01/24/20 Data filename: M:\Engineering\Q-28\Q-28879\Q-28879 APPROVAL\RESCHECK.rck Page 6 ofll i I __ I Section Plans Verified Field Verified # Insulation Inspection Complies? Comments/Assumptions I Value Value 1303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided.�l i ❑Not Observable ❑Not Applicable �303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not I —]Not Observable ❑Not Applicable i r303.2, Floor insulation installed per ❑Complies .1402.2.7 manufacturer's instructions and ❑Does Not ;[IN211 in substantial contact with the j ;;. underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable i contact with the top side of sheathing, or continuous insulation is installed on the i underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least'/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [►N311 exterior, the exterior insulation . requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 402.1.1. Floor insulation R-value. R- — R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN111 ❑ Steel ❑ Steel ❑Not Observable s� ❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion I T,H h Impact(Tier 1) 2 2 Medium Impact(Tier 2) 3 �Low Impact(Tier 3) y Project Title: Q-28879 Report date: 01/24/20 Data filename: M:\Engineering\Q-28\Q-28879\Q-28879 APPROVAL\RESCHECK.rck Page 7 of11 Section 1 -- ----T—..__-_.---------•----- -- Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 303.1.1.1. Ceiling insulation installed per I ❑Complies 303.2 manufacturer's instructions. ❑Does Not t[F1211 Blown insulation marked every I 300 ft=. ❑Not Observable ❑Not Applicable L Manufacturer manuals for ❑Complies L41. 8]3 mechanical and water heating ❑Does Not systems have been provided. (:]Not Observable ❑Not Applicable ------- -3 Compliance certificate posted. ❑Complies I [FI712 ❑Does Not ❑Not Observable ❑Not Applicable I 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies j 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2. 402.2.E ❑ Steel ❑ Steel ❑Not Observable [FI1)1 ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies (FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [F1311 insulation >_R-value of the ❑Does Not adjacent assembly. []Not Observable ❑Not Applicable-- 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI1711 ach.in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [F1912 installed for control of primary .❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable F3.1.2 Heat pump thermostat installed ❑Complies J0J2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26)2 'through one- or two-pipe heating ;❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.3.2.1 Air handler leakage designated ❑Complies (F12411 by manufacturer at <=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable PFS Corporation Northeast Region APPROVED H Raup-3 1/30120 Approval Ilm@ed to Factory Bul@ PoMon [1 ;High Impact(Tier 1) �2 Medium Impact(Tier 2) 3 Low Impact(Tier-3) - l Project Title: Q-28879 Report date: 01/24/20 Data filename: M:\Engineering\Q-28\Q-28879\Q-28879 APPROVAL\RESCHECK.rck Page 8 of11 Section I Plans Verified i Field Verified i # Final Inspection Provisions Complies? i Comments/Assumptions I Value Value 1403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies i[F127)! determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total []Not Observable leakage measured with a ❑Not Applicable pressure differential of 0.1 inchI w.g.across the system including { the manufacturer's air handler enclosure if installed at time of i test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system i including the manufacturer's air handler enclosure. Post- construction or rough-in testing and verification done by a HERS Rater, HERS Rating Field I Inspector, or an applicable BPI — -- Certified Professional. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100-ft2'without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable j occur during Framing Inspection. i 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1.1 Heated water circulation systems ❑Complies [FI2812 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- .❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal .for hot water demand within the occupancy.Controls -automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems .❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping: 403.5.2 -Water distribution systems that ❑Complies [F13012 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a PFs corporation demand recirculation water Northeast Region system, Pumps have controls APPROVED that manage operation of the H Raup-3 pump and limit-the temperature 1r30/20 of the water enteringthe cold Approval limitedto Factory Built Portion water piping to 1044F. �1�High Impact(Tier 1) i 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)— I Project Title: Q-28879 Report date: 01/24/20 Data filename: M-.\Engineering\Q-28\Q-28879\Q-28879 APPROVAL\RESCHECK.rck Page 9 of11 Section Plans Verified Field Verified ' # Final Inspection Provisions 1 Complies? Comments/Assumptions & Req.ID Value Value ---..._...__.... .... ----- 1. 403.5.4 Drain water heat recovery units ❑Complies I[F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side i pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable ' individual units connected to one i or two showers. Potable water- side pressure loss of drain water heat recovery units <2 psi for individual units connected to three or more showers. i 403.6.1 All mechanical ventilation system ❑Complies (F1251? fans not part of tested and listed ❑Does Not i HVAC equipment meet efficacy i and air flow limits. ❑Not Observable ❑Not Applicable i 403.6.2 Installed performance of the ❑Complies (F132]3 mechanical ventilation system ❑Does Not i tested and verified by a HERS Rater, HERS Rating Field ❑Not Observable I Inspector, or an applicable BPI ❑Not Applicable Certified Professional,and measured using a flow hood, flow grid, or other airflow measuring device in accordance with either RESNET Standard Chapter 8 or ACCA Standard 5. 403.6.3 Ventilation devices and ❑Complies [F13313 equipment are tested and []Does Not certified by Air Movement and Control Association("AMCA") or ❑Not Observable Home Ventilating Institute :[]Not Applicable ("HVI")and the certification label is afixed to product.Where multiple duct sizes and/or exterior hoods are standard options, the minimum size shall not be used. 403.6.4 Sound ratings for fans used for ❑Complies [FI3413 whole building ventilation are ❑Does Not rated at a maximum of one sone. .❑Not Observable ❑Not Applicable 403.6.5 Owner and the occupant of the ❑Complies [F13513 dwelling unit provided with ❑Does Not information on the ventilation design and systems installed, ❑Not Observable including instructions on the ❑Not Applicable proper operation and maintenance of the ventilation systems.Ventilation controls shall be labeled with regard to their function. PFS Corporation Northeast Region APPROVED N Raup-3 1130/20 Approval limited to Factory Built Portion 1 lHigh Impact(Tier 1)- r2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) -� j Project Title: Q-28879 Report date: 01/24/20 Data filename: M:\Engineering\Q-28\Q-28879\Q-28879 APPROVAL\RESCHECK.rck Page 10 of11 i Section Plans Verifiedf Field Verified - _--- T._-_._ ----- -.......... _...._-- - # Final Inspection Provisions Complies? Comments/Assumptions I Value Value & Req.fD 1 403.6.6 All ventilation air inlets are ❑Complies i [FI3613 unobstructed and located a []Does Not 1 minimum of 10 feet from other vent openings that constitute ❑Not Observable i known contamination sources. ❑Not Applicable Outdoor forced air inlets are i covered with rodent screens..A whole house mechanical I ventilation system does not extract air from an unconditioned basement unless approved by a l registered-design professional. ? Where wall inlet or exhaust vents I i are < 7 feet above finished grade in the area of the venting an identification plate is permanently mounted to the exterior of the building at a >= 8 feet above grade directly in line i with the vent terminal. 404.1 75%of lamps in permanent ❑Complies (F1611 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not-Applicable -- 404.1.1 Fuel'gas lighting systems have ❑Complies [F12313 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable Additional-Comments/Assumptions:- I PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion 1 Nigh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Q-28879 Report date: 01/24/20 Data filename: M:\Engineering\Q-28\Q-28879\Q-28879 APPROVAL\RESCHECK.rck Page 11 of11 780 C M R 51 .00 : Massachusetts Residential Code, 9th Edition , Energy Efficiency Energy Efficiency Certificate 'Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 i Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29- Door 0.20 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments PFS Corporation Northeast Region APPROVED H Raup - 3 1/30/20 Approval limited to Factory Built Portion -28879 `�s � �� i . Legend Q 18 Constant Ln Write a description for your map. o y t PROPOSED MODULAR ; -' LOCATION e ; /A _ o w, lam} r = • ��'/�J/[/��, Law Offices,of Ratr..icia.L. Nagle, P.C. Admitted in Massachusetts and Rhode Island 272 Chauncy Street,Unit one Telephone:508-339-1711 Mansfield,Massachusetts 02048 Telephone:508-222-1711 E-mail:pna lg a@pnaglelaw.com Facsimile: 508-339-1170 August 22, 2019 Jeff Carter Town of Barnstable B(� Building Department 0 200 Main Street q� Epr Hyannis, MA 02601 6 2 3 TpWNoFe RE: Lot 73, 18 Constant Lane, Cotuit, Massachusetts ggNs Dear Jeff. As you are aware, Pro-Mod Homes, LLC and/or Patrick Flanagan would like to apply for a building permit for a single:-family dwelling for the above-referenced premises. The property may be further described as LOT 73 on that Subdivision Plan of Land 22824-D (Sheet 3) dated February 12, 1968, drawn by Charles N. Savery, Inc., Surveyors, filed with Barnstable County Registry District of the Land Court Book 408, Page 81 with Certificate of Title 51121. (Exhibit A) At the time of the approval of this subdivision, the property was located in zoning district RD-2 with a minimum requirement of 20,000 square feet for each building lot. This lot conformed to the zoning requirements in all respects at the time of plan approval. In March of 1973, the zoning district of said lot increased to 43,560 square feet and was classified as an RF District. Because the Lot was conforming at the time of plan approval, this lot would qualify for the Nonconforming Lot Exemption under Massachusetts General Laws Chapter 40A § 6 paragraph 5 whereby "Any increase in area, footage, width, yard or depth requirements of a zoning ordinance or by-law shall not apply to a lot for single and two-family residential use which at the time of recording or endorsement, whichever occurs sooner was not held in common ownership with any adjoining land, conformed to then existing requirements and had less than the proposed requirement but at least five thousand square feet of area and fifty feet of frontage." The Town of Barnstable also has its own Nonconforming lot exemption whereby the intent is "to protect the property rights of owners of preexisting legally created nonconforming lots, uses...". Section 240-91 Non-Conforming lot of which I have attached a copy hereto for your reference. (Exhibit B) However, in October of 1977, Bass River Savings Bank foreclosed on multiple lots within this subdivision creating a potential issue of merger amongst Lots 73, and its abutting lots of 71, 72, and 74, that were foreclosed on at the same time. The Town of Barnstable Counsel addressed this merger issue in letter to Mr. Joseph DaLuz dated December 14, 1979 from Robert D. Smith and Bruce P. Gilmore, Town Counsel, and advised the Town of Barnstable that they "may issue building permits for single family residences on the lots acquired by the Bass River Savings Bank by its November 7, 1977 deed to itself, which lots are shown on the plan referred to in the deed." (Exhibit C) Specifically, Lot 73 is shown on said plan and should therefore fall under the umbrella of protection that the Town Counsel sought to preserve and protect in said Letter. According to said letter, Town Counsel sought to address the issue of"whether the land in Cotuit Commons subdivision owned now or formerly by the Bass River Savings Bank is protected by the above grandfather provision of the by-law" and provide that"sales were made in reliance upon assurances from town officials the owners of the lots could obtain building permits." The Town of Barnstable Counsel recognized within its twelve-page letter that the foreclosure of said lots should not be a penalty to the Bank protecting its interest in foreclosing and that the lots should be recognized as individual lots. The Town Counsel recognized the compelling policy interest in its protection of these lots. Lot 73 conforms to the all of the guidelines promulgated by Massachusetts General Laws Chapter 40A and the applicable Town of Barnstable Nonconforming Lot Exemption Outlined in Section 240-91 other than the issue specifically addressed in the Town Counsel Letter dated December 14, 1979. For your reference, I have attached the following documentation for your review and outlining the ownership interests of said Lot 73 as well as abutting Lots 70, 71, 72, and 74 as shown on the Subdivision Plan of Land 22824-D (Sheet 3) dated February 12, 1968, drawn by Charles N. Savery, Inc., Surveyors, filed with Barnstable County Registry District of the Land Court Book 408, Page 81 with Certificate of Title 51121. Foreclosure Deed to Bass River Savings Bank filed with Barnstable County Registry District of the Land Court as Document Number 22870, Certificate of Title 72507 at which time Bass River Savings Bank held multiple lots within the subdivision including Lots 71, 72, 73, and 74, which I have addressed the common ownership issue above. (Exhibit D) LOT 73 (Exhibit E) Bass River Savings Bank conveyed LOT 73 to Frank Martone and Frances Martone in consideration of$9,900.00 by Deed dated February 11, 1980, filed with Barnstable County Registry District of the Land Court as Document Number 263482, Certificate of Title 81115. Frank Martone and Frances Martone have not held any other property in this subdivision nor in Barnstable County during their ownership period from 1980 to 2007. In 2007, Frank Martone and Frances Martone conveyed the premises for no consideration to Michael A. Martone, Tara A. Martone, and Laurie A. Martone by Deed filed with Barnstable County Registry District of the Land Court as Document Number 1,082,082; Certificate of Title 185142. Michael A. Martone, Tara A. Martone and Laurie A. Martone have not held any other property in this subdivision nor in Barnstable County during their period of ownership. ABUTTING LOT 70 (Exhibit F) William F. Butler, Jr. and Philip F. Gogan conveyed Lot 70 to Frederick C. Hart in consideration of$8,750.00 by Deed dated September 4, 1973 filed with Barnstable County Registry District of the Land Court as Document Number 179622, Certificate of Title 60063. Frederick C. Hart conveyed Lot 70 to Edward J. Flynn and E. Rita Flynn in consideration of $88,000.00 by Deed dated April 9, 1985 filed with Barnstable County Registry District of the Land Court as Document Number 359978, Certificate of Title 100960. Edward J. Flynn and E. Rita Flynn conveyed Lot 70 to Daniel J. Connor and Chris A. Connor in consideration of$98,000.00 by Deed dated February 10, 1994, filed with Barnstable County Registry District of the Land Court as Document Number 606777, Certificate of Title 132910. Daniel J. Connor and Chris A. Connor are the current assessed and record owners of the premises as of August 21, 2019. ABUTTING LOT 71 (Exhibit G) Bass River`Savings Bank conveyed LOT 71 to Joanne Hanlon in consideration of$9,900.00 by Deed dated April 7, 1979, filed with Barnstable County Registry District of the Land Court as Document Number 250010, Certificate of Title 77767. Joanne Hanlon conveyed LOT 71 to Herbert S. Swyers and Robert M. Dickey in consideration of$36,000.00 by Deed dated November 8, 1985, filed with Barnstable County Registry District of the Land Court as Document Number 379478, Certificate of Title 104181. Herbert S. Swyers and Robert M. Dickey conveyed LOT 71 to Robert M. Dickey, Trustee of the S.D. Trust u/d/t dated January 28, 1986 in consideration of$1.00 by Deed dated January 28, 1986, filed with Barnstable County Registry District of the Land Court as Document Number 385540, Certificate of Title 105151. Robert M. Dickey, Trustee of the S.D. Trust u/d/t dated January 28, 1986 conveyed LOT 71 to Russell A. Young and Virginia G. Young in consideration of$149,900.00 by Deed dated August 31, 1987, filed with Barnstable County Registry District of the Land Court as Document Number 438733, Certificate of Title 112018. (Russell A. Young died March 17, 2014.) Virginia G. Young is the current assessed and record owner of the premises as of August 21, 2019. ABUTTING LOT 72 (Exhibit H) Bass River Savings Bank conveyed LOT 72 to Michael J. Cutting, Sr. and Diane L. Cutting in consideration of$10,500.00 by Deed dated October 5, 1979, filed with Barnstable County Registry District of the Land Court as Document Number 257476, Certificate of Title 79624. Michael J. Cutting, Sr. and Diane L. Cutting conveyed LOT 72 to Richard T. Doody and Eleanor P. Doody in consideration of$11,000.00 by Deed dated June 19, 1981, filed with Barnstable County Registry District of the Land Court as Document Number 282838, Certificate of Title 85996. Richard T. Doody and Eleanor P. Doody conveyed LOT 72 to Patrycia Lukac (being married to Theodore Lukac) in consideration of Less Than $10.00 by Deed dated April 19, 1980, filed with Barnstable County Registry District of the Land Court as Document Number 505017, Certificate of Title 120323. Patrycia Lukac conveyed LOT 72 to Eleanor P. Doody in consideration of Less Than $10.00 by Deed dated March 19, 2001, filed with Barnstable County Registry District of the Land Court as Document Number 827503, Certificate of Title 161003. Eleanor P. Doody conveyed LOT 72 to Keith B. Sexton and Pamela E. Sexton in consideration of$77,000.00 by Deed dated December 20, 2001, filed with Barnstable County Registry District of the Land Court as Document Number 854911, Certificate of Title 163768. Keith B. Sexton and Pamela E. Sexton conveyed LOT 72 to Geoffrey M. Converse and Deborah G. Converse in consideration of$435,000.00 by Deed dated July 31, 2018, filed with Barnstable County Registry District of the Land Court as Document Number 1351515, Certificate of Title 216901. Geoffrey M. Converse and Deborah G. Converse are the current assessed and record owners of the premises as of August 21, 2019. ABUTTING LOT 74 (Exhibit I) Bass River Savings Bank conveyed LOT 74 to Paul V. Galvani and Linda A. Stimpson in consideration of$10,500.00 by Deed dated April 25, 1979, filed with Barnstable County Registry District of the Land Court as Document Number 250592, Certificate of Title 77924. Paul V. Galvani and Linda A. Galvani f/k/a Linda A. Stimpson conveyed LOT 74 to Prestige Properties, Inc. in consideration of$31,500.00 by Deed dated May 23, 1996, filed with Barnstable County Registry District of the Land Court as Document Number 666594, Certificate of Title 140778. Prestige Properties, Inc. conveyed LOT 74 to Bruce N. Jones and Irene Jones in consideration of $117,500.00 by Deed dated July 30, 1996, filed with Barnstable County Registry District of the Land Court as Document Number 672394, Certificate of Title 141546. Bruce N. Jones and Irene Jones conveyed LOT 74 to Richard A. Leitch, Jr. and Kimberly J. Leitch in consideration of$357,000.00 by Deed dated June 21, 2005, filed with Barnstable County Registry District of the Land Court as Document Number 1005045, Certificate of Title 177070. Richard A. Leitch, Jr. and Kimberly J. Leitch conveyed LOT 74 to Robert R. Pierce and Erin M. Pierce in consideration of$375,000.00 by Deed dated November 1, 2017, filed with Barnstable County Registry District of the Land Court as Document Number 1333532, Certificate of Title 214568. Robert R. Pierce and Erin M. Pierce are the current assessed and record owners of the premises as of August 21, 2019. I certify, based upon a properly performed title examination, that the property has been held in separate ownership from all abutting properties since 1980 when the property was conveyed from Bass River Savings Bank. Having met the requirements of the Massachusetts General Laws Chapter 40A § 6 paragraph 5 and the relevant portions of the Barnstable Zoning By-Laws with reference to Town Counsel letter dated December 14, 1979, this lot would qualify for the small lot exemption in the Town of Barnstable. Kindly confirm that the Building Department is in agreement with this analysis and confirm and provide a Letter of Determination stating that the Building Department will issue a building permit for a single-family dwelling upon receipt of required plans and application that satisfy the Zoning District RD-2 guidelines. If you should have any questions or need further information, please do not hesitate to contact me. Very truly yours, Patricia L. Nagle CC BY E-MAIL: Pro-Mod Homes, LLC and Patrick Flanagan EXHIBIT A Plan of Land LOT 73 on that Subdivision Plan of Land 22824-D (Sheet 3) dated February 12, 1968, drawn by Charles N. Savery, Inc., Surveyors, filed with Barnstable County Registry District of the Land Court Book 408, Page 81 with Certificate of Title 51121. t I 1 0 '►l jn2 22824 � SHEET 3 E �• - i . e M14HW^Y-ROUT& 2 gT►T 8: o•iP Fwn. �ff�go,5£, b928 � fA1.AIOdTH fk6ti A-8 20 E c.a. _- y12.33 Z le, 3 O U00.00 3� O 0 C0�'00 Q°p° 03 .°O 1 0 125 Tc (fl :� ¢ a 0< w CO N _ 2 PO� 2 l •r. 202 r 23 6� ao.� M 4 r se.sti.2 p:. 160.0 0"` b8� s1CoO.00 z 1 ,_ 1G0.00 Z-1G0,0 - 35 g CHOKEBERRY 6 •a e z 140.00 140.00 14.0.Oa `13701.� 0 ;,o �X/ 26 �.�°�� p<<0r� P / O o 3 0 3 0 82 N 78`g T9 O g 80 g 81 � K.2 4-B 2G3.2S •� 140.00 , .�140.00 1 t-k40.00� 'N 14C0o 312325 v N 88z o0 87 s 86 p 85 84 83 p2z go, Qh t�b .�So6 u o Q r 14-0. 0% 7 }80.36Q ss 40 0� N i d C tc}•0.00i -1bo.0 -140,00� m o V Q1. s 6z .a"a' zo $; o ai 28 �,, co 'r �$ LOGAA/ BERRY - k42" ¢8' DOE 3 > urp7E220£ _ +� 27g 05 .•. 2eAo.-• '�114.39" ts� •r q ! h yt5,00'�a �; 62 i2Q001 '140.00 0 01 q•0.00-)Q Ocp�n O ! O o N,0 ' . v•'E'� ,3g TO Q o 71 go 72~ ti ..Nzos tj 62 3 p 63 Q�g �� p 69-= Nai4s ra4" .� °' s 279A5 _ C 0 . g'Q 160.00 .140.007 y 140.00 .�P o 1 w ,c .3 u � - 15g.00:i� � .=• -9305 '� 18G95 •s,�r°$S�ph r�� .g � 30/173 y 6�i0101' i-• N W� �R ,f( o i �' W p 4 61 .r c0 64 m c� G3 �C fi �o0 g`� '" $� ¢ 239D5 d ' N T*ItGO.00 + 74 c� �8 N o• s47 x2 w pq• erg' p m-7 zz zac g HG 48 Fri; Y�, �62 40 20E , 2in 39.05 ,u y(? 3• a Sew 60 m 65 $ o s n 67 •��� o<'y� CA s 43•c 0 Deb ,f! -\Zel Z� t � S � G� 00 ss 42ic P � % � 4p.cq ip � S d°` d`• / l9 '. _ V�Me�6�0�' OQ .► .O �'��'�ObS sy g4'1 yN 31 d`a..,. r 7g 0,L oc l� s�r ss ��FIECJgl� v; ws 1�53"° mtF 59 n �s�c'�O ��O sg4 .40 ssP�1.� 3ea `�� o`r�j� I u i O h�. 1� s i �•48 4T �Z44 ��. O s O• ,37 os4 �� %41 . 45' � 0000 •J �, 00`�0402(p0' �'ss`9� Co- 44 2 _,;, •36 �:s/o �i05 See 5bea 0�5 � P �0 EXHIBIT B Zoning By-law Section 240-91 Non-Conforming lot I_ § 240-90 ZONING § 240-91 ARTICLE VIII Nonconformities [Amended 11-7-1987 by Art. 8; 11-2-1995 by Order No. 95-1981 § 240-90. Intent. It is the intent of this section to protect property rights of owners of preexisting legally created nonconforming lots, uses and buildings or structures and to provide regulation of changes or expansion of preexisting nonconforming structures, building and uses. § 240-91. Nonconforming lot. A. Separate lot exemption. Any increase in area, frontage, width, yard or depth requirement of this chapter shall not apply to a lot for single- or two-family residential use which at the time of recording or endorsement: (1) Was not held in common ownership with any adjoining land; and (2) Had a minimum of 5,000 square feet of area and 50 feet of frontage or the minimum frontage requirement for the zoning district in which it is located; and (3) Conformed to the existing zoning if any when legally created; and (4) Was separately owned at the time of every zoning change which made it nonconforming. B. Common lot protection. (1) Any increase in the area, frontage, width, yard or depth requirement of this chapter shall not apply for a period of five years from the effective date of the change, to a lot for single- or two- family residential use that: (a) Is held in common ownership with not more than two adjoining lots; and (b) Had a minimum of 7,500 square feet in area and 75 feet of frontage or the minimum frontage requirement for the zoning district in which it is located; and (c) Was recorded or endorsed on a plan that conformed to zoning when legally created; and (d) Conformed to applicable zoning requirements as of January 1, 1976. C. The protection afforded by Subsection B shall become vested upon the sale or transfer of the lot so protected into ownership separate from that of adjoining lots or the building thereon of a residence. [Amended 1-20-2005 by Order No. 2003-0391 240:229 I EXHIBIT C Town Counsel Letter Letter to Mr. Joseph DaLuz dated December 14, 1979 from Robert D. Smith and Bruce P. Gilmore, Town Counsel f I H THE d TOWN OF BARNSTABLE� Z DARISTIBL = OFFICE OF TOWN COUNSEL HAS& a4 1634• 367 .MAIN STREET �`OYAYk' HYANNIS. MASSACHUSETTS 02601 BRUCE P. GILMORE TEL. (61 7)-775-1 120 ROBERT D. SMITH EXT. 128 NIGHT LINE December 14, 1979 AFTER "4 P.M. F. (6171-675-7570 i TO: MR.. JOSEPH DaLUZ •FROM: ROBERT D. SMITH and BRUCE .P. GILMORE, TOWN COUNSEL RE: REFUSAL OF BUILDING INSPECTOR'S OFFICE TO ISSUE BUILDING PERMITS FOR LOTS LOCATED IN COTUIT COMMONS (SUBDIVISION SHOWN ON LAND COURT PLAN NO. 22824-A (SHEETS 2 .and 3) As a result of .questions raised at meetings and correspondence among this office, yourself, Chairman and Staff of the Board of Appeals, and a member of the Planning Board and the Bass River .Savings Bank and its law firm Ardito, Sweeney and Stusse regard- ing the above matter, we hereby advise -you as follows, based on the assumption that the: following factual history, taken largely from a memorandum of law by the aforementioned law firm, is. accurate: } On February 19, 1968, the Planning Board of the Town of I I t Barnstable approved the final subdivision plan for the. subdivision known as Cotuit Commons. The owners and developers of said sub- division atthe time of its approval were William F.. Butler and Philip F. Gogan. At the time of' the approval of the 'subdivision plan, zonincj- for the- district-was RD-2-, which --requ:ir-ed_-a minimum..of 20,000 .square feet. for each. buildirig lot. The plan. conformed 44 2. I to the then zoning requi lremibnts'jin all respects: On or about March :24, 1973, -the zoning by-law was amended in the underlying district to increase the minimum lot size from 2.0,000 square feet to 43,560 square feet: The district is now classified as an RF District. The .lots on said plan numbere d 16-25 which have frontage on. Route 28 are in a BL-C District and conform to present zoning requirements. On or about November 5., 1973, the -Bass River Savings Bank was granted a blanket. mortgage .on most of the lots in. the sub- division by the owners/developers, Gogan and Butler. ly On February 18, 1975, the owners%deyel'opers, Gogan and Butler , checkerboarded their subdivision; they caused their remaining contiguous lots in. the subdivision to be -placed into separate ownership. (See Certificate of Title- No. 63878 and .Certificate of Title No. 63879) . On October 27, 1977 the Bass River Savings Bank foreclosed its mortgage and by deed to itself dated Novembok 7,. 1979 bcccama the fee owner of the remaining lots in the subdivision that had not previously been released from!lthe mortgage given by Gogan and Butler to the Bass River- Savings Bank. i. It is of substantial significance that this deed described the grant. thus: "the. land with any. buildings thereon situation in Barnstable , (Cotuit) Barnstable. County, Massachusetts described, as follows.: .. 1=.. Being LOTS 447,84511'3114,'15;16,17,18,19,20,21,2.2, 24, 28,29 ,30,,31,32,33,34,35,316, 3'71,-3`8,391.40, 41,42,43,44,. 45,46,47, 8,49,50 : 1',' ,'S3,5,5 724,ST3,,5746,,5T5T,5768,,5797,,7608,'7691,, .62,63—6_ 6'S,66,ad'69 9;7 :,88 ,9 5 8 , as shown on Land Court Sub i- vision Plan No. .22824D (Sheets;: l, 2 and 3) , filed at 1. ' I 3. I Land Court in Boston, .a copy of which is filed in the Barnstable County Registry of Deeds in the Land Registration Office with Certificate of Title No. 25783. " On November 5, 1977, the November Annual Town Meeting adopted the following "Grandfather"Ameridmerit as .an addition to Section G of the Town Zoning By-laws: "E. Any lot lawfully laid out. by a plan or deed duly recorded, as defined in section eighty-one "L. of chapter forty-one, or .any lot shown. on a plan endorsed with the words "approval under the subdivision control law not required" or words of similar import, pursuant to section eighty-one of chapter forty-one, which com- plies at the time of such recording or such endorsement, whichever is earlier, with theiminimum area, frontage, * width, and depth requirements, if any, of the zoning ordinance or by-law in the .'towri imposing minimum area, frontage, width, depth, or`yard .requiremeAts, or more than one such requirement in excess of those 'in effect at the time of such recording or eridorsement. (1) may thereafter be built upon for residential use if, at the time of the adoption of such requirements or increased requirements or while building on such lot was other- wise permitted, whichever occurs later,, such lot was held in ownership separate 'from. that of adjoining land located in the same residential district, or (2) may be built upon for residential. use for a period of five , years from the date- of such recording or such endorse- ment, whichever is earlier;: if, at the time of the adoption of such requirements, such lot was held in .common ownership with that of adjoining land located in the same residential district; and further provided, in either instance, at the time of building (a) such lot has -an area of 7,5.00 seventy-five hundred) square feet or more and a frontage' of twenty feet or more, is in a district zoned .for .residential use, and con- forms except as to area, frontage, width and depth with the applicable provisions .of the zoning ordinance or by-law in effect in the town and (b) any proposed structure is to be located on such lot so as to conform with the minimum requirements -of front, side and .rear setbacks, if any, in effect at the time of such recording or such endorsement, _whichever is.. .ear.lier,._And__to._al.l_—..�.._.all_—.'--- other requirements for such structure in effect at the time of building. " 4. Under section 5 of chapter;,- 40A of the .General Laws,as amended by, chapter 808 of the acts of 1975, this vote was effective when taken. *Prior to the effective date of this by-law, the operative 11 grandfather provision in the Town was the virtually identical :language of section 5A of chapter 40A of the "old" zoning enabling act, prior to chapter 808 of the Acts of 1975, and section 7A of that chapter. Subsequent to its foreclosure, Bass River Savings Bank caused its lots in the subdivison to be., registered with ,the Office of Interstate Land Sales of the Department of Housing and Urban De- velopment. After registering the subdivision with HUD, Bass River: Savings Bank began marketing its lots. Bass River Savings Bank has been dealing with the Planning Board of the Town of Barnstable throughout 'the period of its involvement in this subdivision. The covenants running from. Bass River. Savings Bank to the. Planning Board were released in June -of 1979 at which time a .bond by °way of a savings passbook was returned to the: bank. Bass: River Savings Bank has 'sold some forty-one (41) of its lots in Cotuit Commons. Many others are presently under agreement to be sold. %These sales were made in reliance upon assurances I 'from town officials that the owners of the lots could obtain -J ,building permits. Indeed, many building permits have been issued for lots in Cotuit Commons as is evidenced by the number of homes in the .Subdivision. *'It should be noted that we deem the effective date of amendments to be a procedural matter; one of the ob- jectives of-chapter-808. -was to standardize.--procedures __ ..._._. among the several cities and towns of the Common- wealth. See section 2A of chapter 8:08 of the Acts of 1975. 5. E On or about. October 29 ,. 1979 , upon the application ofRichard Racicot., the owner of Lot 53, the office of the Building Inspector i questioned whether the lots in the subdivision still qu:C-Ified ' for the granting of building permits, raising the issue now before. US. Thus, the question before you is whether the land in Cotuit Commons subdivision owned. now or formerly by the Bass River Savings Bank is protected .by the above grandfather provision of the by-law. There is no dispute that the -lots were protected from the increased requirements between -their adoption in 1973, to the February, 1975 checkerboarding, by the seven (7) year grandfather provision of old section 7A of chapter 40A. Likewise, there. is no question that they -were.- protected after the 1975 checkerboard- . . ing by the first, or "separate ownership" provisions of section 5A of that chapter until the November 5, 1977 adoption of the by-law, and that protection would have continued indefinitely under the by-law had the necessity of foreclosure not arisen. This derives from a reading of the. by-law's applicable language: "Any lot lawfully laid out by a plan or deed duly recorded as defined in- section eighty-one L of chapter forty-one.. ...which complies at the time of such recording. ...with the minimum area., frontage, width and depth requirements .of the zoning. . . by-laws in effect in the Town of Barnstable, not- withstanding the adoption or amendment of a zoning . . .by-law in the town imposing- minimum area. . . requirements. . .in excess of those in effect at the time of .such recording. . .may thereafter be built upon for residen.tial.: use-if,-.at the time._of-.the.--- adoption of such. requirements or. while building on such lot .was otherwise permitted, w is ever occurs dater, such lot was held in ownership- separate from that of adjoining land. . ." (emphasis added) . 6. It seems blear that the emphasized language refers tolots which would qualify for protection, not because of separate owner- ship at the time of adoption of increased requirements, but because of- interim protection under another grandfather provision, such as that which was then applicable here, under section 7A of chapter 40A. It is to be noted that there is no explicit term for the protection, once acquired. Mbre importantly, th&r' e is no explicit requirement that separate ownership be continued to preserve the protection.' The question thus becomes whether the acquisition by the bank.' of all the unsold lots--an acquisition which, presumably was precipitated by circumstances beyohd ,the bank's control--was an event which extinguished the protection, and theteby- .dimihished the value of the very security ,the .bahk was seeking to act upon. Prior to reaching that ultimate question, there is a formal, disp6sitive threshhold question: 'did the land received by the 'bank from itself consist of one lot or of several lots. There appear to be two Iineg of cases which deal with the subject of wheether. or not lots, as shown on plans or described in deeds, can, should or must be assembled 'for the purpose of com- pliance with zoning by-laws. Heald v..* -zonirig Board Of Appeals of Greenfield, Mass.. App. 387 N.E.2d 170' (1939) represents the latest in. the non-apposite branch of these decisions, which seems to confirm the right- of aA._i owner_of,__severa'1 plan 18 combifie the"m in order to come up to minimum zoning requirements in effect act- the- time­of the dispute. 7. The relevant series of decisions, on the other hand, manifests a policy of which we are mindful in writing this opinion: "the Supreme Judicial Court has not favored mani u- lations which attempt to preserve non-standEa s for building purposes. " Gi.ovannucci v.-Board of Appeals of Plainville, 344 `N.E.2d 913 1976 at 915.. " Emphasis supplied.) The most recent. afid probably the most instructive case in this branch (although it deals also with the first series, as will be seen) is Perry v. Building Inspector of Nantucket, Mass. App 350 N.E.2d 733 (1976) . There, the court shed some light on the inter- pretation of the section 5A grandfather provision which is sub- stantially the same as the one in question here. The plaintiff, in that case, `had apparently argued that he had the right,. under the other line of. cases, to combine his .lots within a number of adjacent parcels. which he owned in order to meet the minimum frontage and area requirements imposed by the grandfather pro- vision itself, while at the .same time contending that, once that minimum was achieved by the device .of assembly, the court should thereafter view his:. land,- not :as one. piece but as several.. The court held that: "Section 5A must be .read to apply to the lots shown on the plan, or to all the 'plaintiff's adjacent land shown on the plan, but not to anything in be= tween. Section 5A does not give a developer the privilege of meeting the dimensional requirements of �5A by- assembling new nonconforming lots when he has it within his power; to assemble conforming lots. " Pe`rry., supra, at 738 In the instant case, it is ' to be. :noted that the bank is not attempting to,_assemble ne.w .lots if. it. can be seen under the. I f 8. circumstances to be assembling anything at all. Furthermore bank is not in a position of arguing .for the different the characteri- zations of its land. it asks simply that the individual lotsshown on the 1968 plan and as conveyed by the November 7, 1977 deed to itself, be treated as such. The criteria by which the present situation must be judged are found in Lindsay v. Board of. Appeals of Mi--ilton, 284 N.E. 2d. 555 (19.72) . The principal factor is clearly the language of the I, by-law which, arguably, affords the grandfather protection, and the intent of its framers. As evidenced by the above quotation from Perri, there are at least two meanings which can be gleaned.r from the language common to both section 5A and the by-law, albeit only one at a time is acceptable. Fortunately-, the transcript of the November 5,. 1977 meetin � g is available; it provi�des a fairly clear picture that what was being adopted was a by-law -to protect adjoining lots. In explaining the need for replacing the section 5A grandfather protection, the then-chairman of the Barnstable Planning Board said: "Under 868, as it came out of the Legislature, this grandfathering protection was eliminated and so anybody who owned a lot in the. Town of Barnstable which was undersized to the present standards of density requirements, they would find that they couldn't put a house on it. We felt that this would be a tremendous hardship to a lot of people, not. necessarily developers, but invented in had the lot next door or investedeOnllotsosomewhere hoping for retirement- or even people perhaps off-Cape who wanted to build a retirement home who are unaware of the zoning change or unaware of this requirement. "Barnstable Annual Town Meeting, November 5 1977 �T-r29;, t, Barnstable oard.-=of�-vSe ectmen " em ha--is-added .`�, p. 29; exchange, at. .p,: 35,: seems .to relate to the effectiveldate Of the by-law under consideration or to subsequent by-laws increasing the requirements).. R. 9 That there was an -understanding that the purpose of the by-law was to preserve lots which did not meet the minimum requirements is. indicated by further remarks,- of the chairman: i "Now, I know that there are:i.a lot of people that feel that checkerboarding, as it is popularly referred to, .is a bad thing.: A developer can exploit it. They exploit it now and they circumvent it. If you feel that we have got to address this issue and we have got to plug up the checkerboard loopholes, let's do it later after we. have adopted 808. Let' s get 8,08 into effect so we can get our other., zoning articles enacted because. they are pressing today.." (Transcript, ;supra,. p;. 30) Finally, just. before the vote was, taken_, the chairman restated a question,. and :answer'ed it thus :. "All right. First, I want you to recognize that we are not changing the: present situation in- the town. That is, presently today, the grandfather clause exists under the old 40A and people have the same protection that we. are trying to implement.. The only difference is that we are shortening it from 7 to 5 years as far as plans go. Now in your hypo- thetical where- you said an. estate holds a subdivision and doesn't build on it. for 10� years,-or they are sprinkled or checkerboarded all over the town, okay. And presumably the. Town increases the density requirement where these lots are located. Is that your...... _okays" If they were :in separate ownership at the: time the town increased the density requirement, they would be protected unless next year we eliminated the grandfather clause or, you know, changed our zoning to. eliminate the protection." .(Transcript, supra, at p. 44. (emphasis added), Thus, •it' would seem. .that •once the' protection is -acquired., at least in a case where the acquistion was less than voluntary, (the "estate" in. the, hypothetical) the, protection 'continues. Read in this narrow fashion, the grandfather provision would seem to comport with the policy against "manipulations" which are calculated. to preserve non-standard lots.. In the instant case, we are dealing with another method of acquisition which...can-..be. seen to -be involuntary-_a mortgage .fore--- closure.. Research reveals. that there are no reported cases. dealing It I 10. with the problem of a merger of. interest where the merger is effected by way of a foreclosed. security interest. Nevertheless, there is a series of cases wherein the issue was raised as to whether 'a municipality should be barred from selling contiguous sub-standard lots where a Town had foreclosed its tax title. These cases might provide a useful analogy in arriving at a reasonable and fair solution to the present case. The first question which might be fairly asked, then, is whether the foreclosing mortgagee is analogous to a foreclosing municipality. The mortgagee in this case is the Bass River Savings .Bank which is a state chartered mutual savings bank. Like a muni- cipality, it receives its right to exist and its legal character by a grant from the Commonwealth. Like a municipality, it is imbued with-.the .public interest. Its actions are authorized by the Office of, the State Banking Commissioner with an eye toward seeing to it. that the bank serves its community by providing a means of capital accumulation for reinvestment in the area which it is located. There are no stockholders_ The bank is in effect, . owned by its 60,0:00 depositors who are mostly residents}'of Barn- stable County. Like a municipality, the' bank must practice prudent business procedures. A delinquent mortgagor must be treated as. a delinquent tax payer. When a serious defaiilf_- : occurs, the bank must proceed to foreclose just as the Town must proceed to foreclose to preserve its tax base, A mutual savings bank must act prudently and- foreclose to-preserve.`its -r.eserves-'`for,,the--safety -f­ its"- -__ depositors. Both the municipality and the mutual savings bank must dispose of the property promptly after foreclosures. . In the series of cases referred to above, the New York courts have consis- fr tently held that up-zoning -could not be used against a municipality after a foreclosure for back taxes. In the case of Canbarerri vs. Michaelis 192 N.Y.S. 2nd. 861 (1959) , the plaintiff purchased a lot from Nassau County which County had acquired title to the lot by way of a tax taking. The lot had been owned by a person entitled to build on the lot as a matter, of right under an old ordinance.. The lot was only in common ownership with other, sub-standard contiguous lots when owned by the County. When the plaintiff appealed from .a decision of the' .Board of Appeals denying him a building permit, the Court stated: "The ownership of land by a. County arising' from its purchase at a. tax sale differs in some respects from other types of ownership. The county., ,having been compelled to assume tax title is hardly in the position of a voluntary purchaser who knowingly acquires 'abutting parcels and should not be hampered .or penalized in its duty in returningthe land to private .hands by being compelled to assume the further burden of disposing of the property in plots reassembled to conform to a zoning ordinance from the provisions of 'which the property would have been free in the hands of its " defaulting former owner. " " The instant case presents much the same set of facts as in the Cambarri case. That .is, the bank was compelled to assume title, was not in the position of a voluntary purchaser, must-act to return the, parcels to private ownership and should. not be compelled to assume a burden, that the Taw.' did not require of the defaulting former owners.. see also: Feldman vs. Commerdinger, 218 N.Y.S. 3 ,2nd 484 (1960) and Isadore w. Kramer, 198 N.Y.S. 2nd 533 (1959) . In other words, on the narrow facts of this case, (,,theie appear to—be compelling.=po:licT-rea"sons for'-preservation" of"-the 7ots;—not - 1 C,situation where manipulation is being employed., We believe that Lindsay v. Board of Appeals of Milton, 284 N.E. 2d 595 (1972) , a r f{ 12. case. which might be read for ,a contrary result, actually supports this conclusion inasmuch as it relied on a zoning by-law whose. grandfather clause gave. protection to lots "as hereinbefore defined" , meaning defined in the Milton by.-law, and not., as here, to lots "lawfully laid out by a plan or. ,deed duly recorded. " Furthermore, where that case found an intent 'of the parties to the relevant conveyance. to convey one .lot, because the deed granted a " 'certain parcel of land' " and set out "a. metes and bounds description of a single area" , the relevant deed here could hardly be more explicit in its intent to convey individual lots , short of containing a prescient clause explicitly spelling out that the intent of the parties was to preserve the lots for the purpose of the by-law. We are not inclined to retroactively impose such foresight;: to impose the contrary interpretation on the bank's deed to itself .would be ludicrous. We. are; therefore, of the opinion that you may issue building permits for single. family residences on the lots acquired by the ;Bass River Savings Bank by its November 7, 1977 deed to itself, r 'which lots are shown on the plan referred to in the deed. EXHIBIT D Foreclosure Deed Foreclosure Deed to Bass River Savings Bank filed with Barnstable County Registry District of the Land Court as Document Number 22870, Certificate of Title 72507 at which time Bass River Savings Bank held multiple lots within the subdivision including Lots 71, 72, 73, and 74, which I have addressed the common ownership issue above. (Exhibit D) 228780 7 ri 7 V ILI '.7 ow.,... t11u1 N ' i i .a r BASS RIVER_SAVINGS BANK. a Mass4gh.Lj5e having its usual place of business at 307 ?Bain Street , Yarmoutr ----� I (South) , Barnstable County, Massachusetts , holder of a mortgage from WILLIA^t F. BUTLER, JR. and PHILIP F. COCA`' , as Tenants in Common , to BASS RIVER SAVINGS BANK , dated November 5 , 1973 and recorded with the Barnstable Registry District as Document No. 181 , 105 noted on Certificate-- of Title Nos . 56263 , 63878 and 638 79 , by the power conferred by said mortgage and every other power , ' i for FIVE HUNDRED TWENTY-FIFE THOUSAND and 00/100 ( 3525 ,000 . DOLLARS, grants to BASS RIVER SAVINGS BANK, a Massachusetts Banking Corporation havings its usual place of business at 307 Main Street , Yarmouth (South) , Barnstable County , Massachusetts , I the premises conveyed i:y said mortgage , namely the land with any buildings thereon situated in Barnstable (Cotuit) , Barnstable County, Massachusetts , described as follows : Being LOTS 4, 7 8 , S, 13, 14 , 15, 16 , 17, 18, 19 20 21 2? 24 28 29 30 31 32 33 34 35 36 37 38 9 40 41 , 421 43 , 44, 4), 46 , 47, 48, 49, 50, 51, 52 , 53, 54, 55, 56, 57 , 5,9, 59 , 60, 61, 62 , 63, 64 i 65 , 66 67 68 69 11 ;12n74 75 i 0 / f 76, 77, 78, 79, 85, 86 , 87, 88, 91 and 41, as shown on Land �s�CoIIrr Subdivision Plan No. 22824D (Sheets 1, 2 and 3) , filed at Land t .... Ccurt in Boston, a copy of which is filed in the Barnstable County Registry of Deeds in the Land Registration Office with Certificate of Title No. 26783 . I Th veyed the fee in the ways shown as Checker- + - berry Road , Crow-berry Road , Chokeberry Road , Logan Berry Road and Boxherry Road, which ways are set forth on the above mention- ed plan . IN WITNESS WHEREOF the said BASS RIVER SAVINGS BANK4as ca er. _ its corp&rate seal to be hereto affixed and these presents to. be. _ signed , acknowledged and delivered in its name and behalf by., r hereto i ly Charles J . McGibbon its dice President , authorized this 't-. day of November 1977 .-r For Corporate Authority .:LASS RIVER SAVINGS BANK, see Vote recorded in Document #217 ,775 By: ��' -•�-�. :r»� Charles J . . Gibbon, Vice Pres . THE COMMONWEALTH OF MASSACHUSETTS ARDITO h FITCH AT76NNC"7 AT LAW Barnstable, ss . ,�,.,.., November ' , 1977 WesT """",uY.eu. y=.. Then personally appeared the above named Charles J, McGibbon , ---- °"" Vice-r,-asident and acknowledge fti e foregoing instrument to be T«. 7) 77L34]3 the free act and deed or Bass River .savings q k b ore me, l au W. HcCra -ken Notary Public My Commission Expires : 11/28/80 r I I I, CHARLES J. MC GIBBON, Vice President of BASS RIVER SAvIN(,'; 4- a4he i-oregoing -deed principal ar;c interest obligation mentioned in the mortgage referred tc was r.,,_ paid or tendered or performed when due or-prior to the sal -r that CHARLES J. MC GIBBON, Vice Pre'sident of BASS RIVEP. BANK published on October 6, 1977, October 13, 19177 and Octc rr 2r,01' 1977 in the Cape Cod Times, a newspaper published ir, Hyannis, Massachusetts, with a circulation in Cotuit, Massachusetts, a notice of which the following is a true copy: Notice of said sale was sent by registered mail, Return Receipt Rer-:esq- _.-. on October 6, 1977 .to ehe,nfartgagor.9 and their successors in interest as of 7twRTGAGESTATE '-Ike-• the date of the notice, namel.x:. Will OF REAL ESTATE "VinytaMk.E<:eq in ofar. _ F. Butler, -jr.', Ed$ehill Road, Hyannis WrM M Sale a0A4i^�Ql�.7n t us.. F,Y'VTTL'ER JR„4r:o PHILIPAF port, Mass. 02647; William F. Butler GOGAN to BASS RIVER SAVINGS BANK, dated November 1 1013. Jr. , 307 Falmouth Road, Hyannis, Mass. f tCOraed wish the BernSrabl! Qelistfy Dislrac eS DOCVmtnl No 02601; William F. Butler, Jr. , Box 1111,115 note on Cer ltf,(alrs at T ne Naeh�a rf6U7, ye and 638779, al. 1150, Hyannis, Mass. 02601; Philip F. vgnrd is IK preaenl holder, Gogan, Threadneedle Drive Centerville, areaCh of the cytd-lions al w,d -orllage 4•0 fpr the"'Dose a Mass. 02632; Phi .lip F., Gogan, 30J loreclisti g:Alf A mt will be sold al .. Public tu''on Al 7 00 Wdock 9 rn Falmouth Road H on the 771R bar of OCIONI. 1971, , Hyannis, Mass. 02601; D'y''•'jespr4 Q5 ''n"• on re04' Philip F. Gogan, Box 1150, Hyannis, rnuge,;ed ytmises and more par ChokeI'Culi es. .l L°1 ,1`°'°" " Mass. 02601; Chase Manhattan Bank, N,A. (IpAeOtrry aaa and Falmouth R10I.r One O11Nmells. sieJ t 52nd St. & Avenue of Americas New Call,ll, A',aWya(hJalIIS. ell and ' %h%QV?d IK Prom!I described in midmdr>q+pe.towit York, N, Y. 10019 "TKe land in Barnstable fCOtviU, 1larnslabit Counts,MassaCl.NeltS. descr bed 6 5(OfltSvlS Barg LOTS l l 7.1.9,17.1114. IS.1►17.IL I9.70.71.77,)1)4.75 11.71.A.X.)1,I).71 SA,s.3a.17. . 3L X.ab 11,/7 a),N.a5.as/7.M. a9.SQ SI.A Sl So.SS.Se.0.Sit$9. b.Al.07.67.eA sS.al 47.At e0.7f- )1.71)a.71 74.11.71.19,is.U 17, Y9IerW97 AU a laa bdvn061,es are dela- -.Itrd by the Cowl to be located TERMS OF shown an WIldvilion Plan No 1NOUSAMI tNDSALE TEN 7717a0.bled wilt Cernikale of v,• 10 100 le NO Io711 dated rwurary I), Is10.fp0 b1 DOLLARS M CAW Met aeAn by Charles N.$every, (trilwo decal ar bank draft t0 be Civil EV"W,filed at Land Court Dab by the purchaser At The trfft In Boston It COVYOf which isf feel m and plaet Of Sale Baia"w be the Barmlable COwuy ReI4Vy of pub at the *file!of Ard-1 O, D°edah•_"SLand Rel.slral.an Of• S'ttnM i S,7nw, 5700 Bwlarg Az...Said V.11 4 show Iner1(,fI West yufw;lh 100%a(hl"lil. at LOTS A a tivu v,iA(I,riive.I) VOOn tltedlllvelY Of Ihedeed w;th,n Ilru s,iKluUve.77 teru60.711IMu qu 1111 days 01 the late of tale r9.W4*Alw,U lary 1t inclusive Order Approving Entry And Lle And 11 enQ)7,. --. Ointr lard The he N t7e'ways shown as wla CMc►orborry Road. Crow-0lfry SASS RIVER - R,oad. ChoLabrrry Road. Logan EANIC,Morlpa0et ,. Bury Road and Donc,ry Rojo. faBBB0Y CHARLES J. ML ..,- .__•". 11141chra YS art/t1 fatlh an IK "Ohn?Irent,ofed plan.is IneltfOed VICE PRESIDENT nil In Illis"Illi age MOR7GAGE OFF CER S•bra110 and wifh faobemllW BASS RIVER SAVINGS BANK she-silts set for In in v,erfif"Ir al Mom Sarpt 1 1 T,it No sa7/1 to l li(h City. 6wh VarfnOVln 12fe'awraa(t Ie made far Iran. MCSSacI„sevl OHH falls.1"-' Da4d Dan Of Nalge—OClober a. THERE IS EXCEPTED AND j EXCLUDED FROM THE ABOVE I From foe MlNa at ,CRI"O PREMISES LOTS i Cow*$i.Jrdly,EMllnla NO 11 71 71 aAi 77 whNh Aloe t 111 t 71 A)) sae,0111hally releawa from Me 141:1 arlgage by Inaramants retarded wirh eta So'nsloMe - Rog'srri, 01111,0. THERE IS FURTHER EXCEPTED AND VXC LUDED FROM THE AnOVE DESCRIBEDPQEAItSESLOT No A aaecA fna Wen"All Gs an Kl�by __ .,.•..� ,wss ERYEIaItjRlq/MWEPIa ---• •_.. _-'---..-..., _. i o1173 Pursuant to said notice at the time and place therein appointed, the mortgaged premises were sold at public auction by James C• T�J I - �r I • �a.•r...rr..r.... .w.r,,._____ — .ra.w..ur �, _..,ter.. _._._�..�r.......r�rwa.wy.w..___.._—.._..e._ rti +ri.iti� i 1 Brophy, Aucticneer, to BASS RIVER SAVINGS BANK, a Massachusetts Banking corporation having its usual place of business at 307�. Main Street, Yarmouth (South) , Barnstable County, Massachuee,C.�A, for $525,000.00, being the highest bid therefor made by any.ome I � r CHARLES J., C GIBBON, dice Ptes fd bn t' of Bass River Savings Bank Sworn to by the said Charles J . McGibbon , Vice President'. of Bass River Savings Bank , this 7 day of November, ,'^ ?.. r - Paul W. McCracken Notary Public �. ' � I My Commission Expires i/200 a SIM �. EXHIBIT E CHAIN OF TITLE LOT 73 Bass River Savings Bank conveyed LOT 73 to Frank Martone and Frances Martone in consideration of$9,900.00 by Deed dated February 11, 1980, filed with Barnstable County Registry District of the Land Court as Document Number 263482, Certificate of Title 81115. Frank Martone and Frances Martone have not held any other property in this subdivision nor in Barnstable County during their ownership period from 1980 to 2007. In 2007, Frank Martone and Frances Martone conveyed the premises for no consideration to Michael A. Martone, Tara A. Martone, and Laurie A. Martone by Deed filed with Barnstable County Registry District of the Land Court as Document Number 1,082,082; Certificate of Title 185142. Michael A. Martone, Tara A. Martone and Laurie A. Marton have not held any other property in this subdivision nor in Barnstable County during their period of ownership. 263482 3 Bills _ • r r4 �L t• 1'.ASS RIVER SAVINCS ©T�1t:, a liassae;,usetts Uan%in,,; havisl7 its usual place of business dt 307 '?yin care _, Ynrnou_;, (South) , Barnstable County, 'taasachusett!�:, for consideration paid in t}ie aMiunt of c 9,900.00 grant to FRANK MARTONE and FRANCES MARTOND, husband acid wife as tenants by the entirety and not as tenants in cotrmor., both 93 Edward Street, New Haven, CT 06511 WITH OVITCLAI'1 COVE:J,:iT; the land situate in Darnstable (Cotuit) , in the Colzrty of Barnstable and Commona�oal cribed as follows: th of Itassachus_tts , bounded and des- SOUTHEASTERLY by Crow-Berry Road, one hundred fifty-eight and SOUTHWESTERLY by/Lott 74, one}hundred seventy-nine and 63/100 NORTHWESTERLY by a portion of Lot 70 and Lot 71, one hundred eighty-six and 95/100 (186.95) feet; and NORTHEASTERLYby Lot 72, Eighty and 05/lo0 (80,05) feet. All of said boundaries are determined by the Court to be located as sho':n on subdivision plan 22E24-D (Sheet 3 ) dated February 12, 196(3, drawn by Charles P7. Savery, Inc. , t3urvcyors, and filed in the Land :registration Office at Bo..ton, a copy of which is filed in Barnstable County registry of Deeds in Land Registration Book 408 Page 81 With CertifiCate of Title 'Jo. 51121, and said land is shown thereon as LO: 73, i —ise-'irnntor�peci+'icnl3y resazvt .t -�h„ &N5'V6 desMboi! rem- o>; the F1r. in Crow-berry Road, as shown on said plan, :here is appurtenant to .r.ai,l land a right of r:ay over the ways sho%•:n on said plan in Common wit:► others lawfully entitled theret for all purposes for which says are cornonly used in the Town of Barnstable. aid land is subject to t;zc rights grAntcO in an easement given to the New Lngl4nd Teloplione a Tclegrapn Coilriny -!t al dated �1aY 9. 1972 being Document 110. 159,569. Zaie land is subject to rcatrictio:ia dated ';sg 2, IP73 being Document I10. 174,535, tc• e::hire n5 years fror+ 'tny 22, 1973. 11!ie above describes pfe!'ti nes are conveve(l su))ject to and with the 1�cnc`it of all riy:tts, ric;tita o! r;11 i c r ascr, +nts, appurtenances,, "nd rustrietions of rocorc: on; r—re a�Preiolly as scat forth in Cc :ificate of Title ;70. 72;07 of t,le Uarnntnble .negistry Distric tr, which rcfvrcncc rtay !�c h:, ' ; ,t :i•1 t Ant•1t, :h:.:'"L'y 1'•r Ccrpora-c ajt'.1o1.i • • :.T:__ c 1<",ietry rintrict -. c•. a _t,� t'�^ lsarnstaLle Document No. 258507. •hDAtir.! 4t Ur , ql 14 WITNESS WI E°.EOr, the said BASS RIV%-% SP1.1INGS BANK has Caused • its corporate seal to L)c hereto affixed, and these presents to be signed, acknowledged and delivered in its nark and behalf , by Andrew F. Eldridge its Asst. Mortgage officer , h%rat truly authorized Lhis Y(6k day of 19 . .: BASS -IN / r Y - AImRl�1 F. 1rtID '�. THE COILHO ICALT11 OF PLNSSAC[1USrrTS Barnstable , ss. February 11, 1980 Then personally appeared the above named Andrew F. Eldridge and acknowledged the foregoing instrument to be the free act and dccd of Bass River Savings Ban)z, before ne, 9-4� 44d.�X — Marsha Lalialle, Notary Pub ic. -awn. -rvXp"as I U&rch 18, 1983 i Daa 2 1 r 0'2 r 0w2 02-41-2008 P,: 12 . Ctf :185142 BARNSTABLE LAND COURT REGISTRY QUIT CLAIM SURVIVORSHIP DEED TO ALL PEOPLE TO WHOM THESE PRESENTS SHALL COME,GREETING: Know Ye, That We, Frank Martone,of the Town of Hamden, County of New Haven, and State of Connecticut and Frances Martone,of the Town of Branford,County of New Haven and State of Connecticut,(hereinafter referred to as the"Releasors"),for no consideration, received to our full satisfaction paid by Michael A.Martone,of 32 Buttermilk Lane, of the Town of Branford, County of New Haven and State of Connecticut, 06405,Tara A. Martone,of the Town of Branford, County of New Haven and State of Connecticut and Laurie A.Martone, of the Town of Branford, County of Now Haven and State of Connecticut (hereinafter referred to as"Releasees"),do hereby remise, release and forever QUIT-CLAIM unto the said Releasees each I/3 interest of such right,title, interest, claim and demand whatsoever as we the said Releasors have or ought to have in all that certain piece or parcel of property,situated in the Town of Barnstable(Cotuit), County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: The land situated in Barnstable(Cotuit), in the County of Barnstable and Commonwealth of Massachusetts,bounded and dcscribed as follows: SOUTHEASTERLY: By Crow-Berry Road, one hundred fifty-eight and 22/100(158.22) feet; SOUTHWESTERLY: By Lot 74,one hundred seventy-nine and 63/100(179.63)feet: NORTHWESTERLY: By a portion of Lot 70 and Lot 71,one hundred eighty-six and 95/100 (186.95)feet; NORTHEASTERLY: By Lot 72,Eighty and 05/100(80.05)feet. Said premises are now known as 18 Constant Lhnu, Iucated in the Town of Cotuit, County of Barnstable and State of Massachusetts,and were previously referred to as Lot 73, Crow-Berry Road,Town of Cotuit, County of Barnstable and State of Massachusetts. TO HAVE AND TO HOLD the above granted and bargained premises, with the appurtenances thereof,unto the said Releasees, and their heirs and assigns forever,to them and their own proper use and behoof,so that neither we,the said Releasors,nor any other person or persons in our name and behalf,shall or will hereafter claim or demand any right or title to the premises or any part hereof, but they and every one of them shall by these presents be excluded and forever barred. Certificate of Title Reference: 81115 Lot 73 Plan 22824-D i IN WITNESS WHEREOF,we have hereunto set our hands and seals this 04kday of Dccomber,,2007. Signed,sealed and delivered In the presence of: Frank Martone 47 �' rvl, 11E,F.s„u rances Martone STATE OF CONNECTICUT } ss:New Haven COUNTY OF NEW HAVEN ) On this the V"day of December,2007 before me,Kerry M.Gleason,the undersigned officer,personally appeared Frank Martone'and Frances Martone,known to me or satisfactorily proven to be the persons whose names are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained, as their free acts and deeds. In Witness Whereof, I hereunto set my hand and official seal. Ke I . lea Co m�ssioner of the Superior Court BARNSTABLE REGISTRY OF DEEDS EXHIBIT F CHAIN OF TITLE ABUTTING LOT 70 William F. Butler, Jr. and Philip F. Gogan conveyed Lot 70 to Frederick C. Hart in consideration of$8,750.00 by Deed dated September 4, 1973 filed with Barnstable County Registry District of the Land Court as Document Number 179622, Certificate of Title 60063. Frederick C. Hart conveyed Lot 70 to Edward J. Flynn and E. Rita Flynn in consideration of $88,000.00 by Deed dated April 9, 1985 filed with Barnstable County Registry District of the Land Court as Document Number 359978, Certificate of Title 100960. Edward J. Flynn and E. Rita Flynn conveyed Lot 70 to Daniel J. Connor and Chris A. Connor in consideration of$98,000.00 by Deed dated February 10, 1994, filed with Barnstable County Registry District of the Land Court as Document Number 606777, Certificate of Title 132910. Daniel J. Connor and Chris A. Connor are the current assessed and record owners of the premises as of August 21, 2019. 1796ZZ 6MG3 113183-73 Land Reg. Of[icc v 3 of lRonagr rtts Barnstable, ss, WILLIAM F. BUTLER, JR., ET AL FREDERICK C. MART c- QUITCLAIM DEED U --- Land in Barnstable (Cotuit) c: C- W MAYES & CRENEY ATTORNEYS AT LAW HYANNIS N1of[OfIONAL CENTEP HYANNIS,MASSACHUSETTB 02501 ;I ttw ttaµtt µuu wort.rwut.tq.wnuw n. I — )� SIL: ' �9: i i� If w WE, WII.I IAM F. BUTLER, JR. , being married' of Edgehill Road, Hyannisport, and PHILIP F. GOGAN, being married, of Threadneedle Drive, Y. Centerville, both of County of Barnstable, Massachusetts, as tenants in common, for the full ronsideration of EIGHT THOUSAND SEVEN HUNDRED FIFTY AND I N0/100 ($8,750.00) DOLLARS paid, grant to FREDERICK C. HART, being unmarried, of 92 Country Club Drive, Yarmouth (Port), Barnstable County, Massachusetts, with QUITCLAIM COVENANTS the land in Barnstable (Cotuit), Barnstable County, Massachusetts, and bounded and described as follows: NORTHWESTERLY by Logan Berry Avenue, as shown on a plan of land hereinafter mentioned, One Hundred Forty and 00/100 (140.00) feet; SOUTHWESTERLY by Lot 69, as shown on said plan, One Hundred Fifty and 00/100 (150.00) feet; SOUTHEASTERLY by Lot 74 and a portion of Lot 73, as shown on sald plan, One Hundred Forty and 00/100 (140.00) feet; li NORTHEASTERLY by Lot 71, as shown on said plan, One Hundred Fifty and 00/100 (150.00) feet. All of said boundaries are determined by the Court to be located as shown J on Plan No. 22824-D(Sheet 3) filed with Certificate of Title 51121, drawn by Charles N. Savery, Inc. dated February 12, 1968, and additional data on file in the Land Registration Office all as modified and approved by the Court, a copy of which is I filed in the Barnstable County Registry of Deeds in the Land Registration Office and said lot is shown thereon as TAT 70. I I Subject to and with the benefits of the matters set forth in Certificate No. 562133, to which certificate reference is made for title. WITNESS our hands and seals this Y"r day of 1973. ..I. . .. ... .... y .... � rEAUt! OF !,�A�SA;,iU�f ITS / r r q0. William F. Buller, Jr. ?- EP217S`S _ L v L _i . m o P.LIIQl1 HAVES d CRENEY i Philip F. an ATT0ai I AT LAW NTANNIo.WAS"CNYIITT{ pool _ i; COMMONWEALTH OF MASSACHUSETTS R !� Barnstable, ss. � 1973 Then Personal13 appeared the above named WILLIAM F. BITTLM. JR. s and PHILII' F. COGAN and acknowledged the foregoing to be their free act and i deed, before me, � Notary Public My commission expires: d M t 1 � 'pn ' ► I I I� li II � is I I f I HAYES Q CREHEY ATTOAK[Y6 At u. NVAMKM MAMACHUSMS i OM I 359978L IL I fti►G: -v rn! Z �� - v mm I I it " MD I, FREDERICK C. HART, of Cotuit, M.A. for consider- ation paid in the amount of EIGHTY-EIGHT THOUSAND ($88,000.00) DOLLARS, grant to EDWARD J. FLYNN and E. �I RITA FLYNN, Husband and wife, as Tenants by the Entirety, of IJS- GJ,lrO� `i���� I-{19 with QUITCLAIM COVENANTS the lard with the buildings thereon located in Barnstable (Cotuit) , Massachusetts, bounded and describe4 as follows: NORTHWESTERLY by Logan Berry Avenue, 140 feet; I NORTHEASTERLY by Lot 71, 150 feet; 1 SOUTHEASTERLY by a portion of Lot 73 and by Lot 74, � 140 feet; SOUTHWESTERLY by Lot 69, 150 feet. All of said boundaries are determined by the Court** to be located as shown on subdivision plan 22824-D I (Sheet 3) dated February 12, 1968, drawn by Charles F. Savery, Inc. and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408, Page 81 with Certificate of Title No. 51121 and said land is shown thereon as LOT 70. /1Cr in 7rn m e by vin B. P ne eta o thea Te pho Co. ate Jun , 1913 Ze- Said land is subject to an easement to New England Telephone & Telegraph Co et 1 dated ay 9� 1972 being 1 Document No. 159,569. ft tif�el See- Ced of ft 60663 1 I WITNESS my hand and seal this 9th day of April, 1985. ! ROBERT A.SCANDURRA ATTORNEY AT LAW i REDERICK C. HART 1 UPI MA04 STREET POST OFf10E MOX T!O h aA1MriTAaL MA OtllO .'.. "'i::i�� ��r� ��w l�� -r •, SIT-ltJ-/SOD *,Y::1 CELL111M •. f I. •I ') 1 �j COM-14ON OF MASSACHUSETTS ii BARNSTABLE, SS. April 9, 1985 Then personally appeared the above-named �iFREDERICK C. HART and acknowledged the foregoing instru- ment to be his free act and deed, before me, Robert A. Scandarra, Notary Pub• ic•- My commission expires: 3/9/93 t i i i ) .,•4 i 1 j ) ROBtRT A SCAIDMRA ATTOFO&Y AT LAW Sbt MAM$TWZT POST 0PVXZ BOX 730 S AMSTABM MA ONW •t T-�7.•fAOD j I ' cq\ CC) . u4 i QUITCLAIM DEED WE, EDWARD J. FLYNN and E. RITA FLYNN, both of 8 EA Joseph Drive, Norwell, Plymouth County, MA 02061 in consideration of NINETY-EIGHT THOUSAND AND NO/100 ($98,000. 00) DOLLARS paid and in full consideration thereof grant to: DANIEL J. CONNOR and CHRIS A. CONNOR, husband and wife, as Tenants by the Entirety, both of P.O. Box 1621, Mashpee, Barnstable County, Massachusetts 02649 WITH QUITCLAIM COVENANTS the land with the buildings thereon located in Barnstable (Cotuit) , Barnstable County, Massachusetts, bounded and described as follows: NORTHWESTERLY by Logan Berry Avenue, 140 feet; NORTHEASTERLY by Lot 71, 150 feet; 0 SOUTHEASTERLY by a portion of Lot 73 and by Lot 74, 140 feet.; SOUTHWESTERLY by Lot 69, 150 feet. v Q) All of said boundaries are determined by the Court to 1,e located as shown on subdivision plan 22824-D (Sheet 3) dated February 12, a) 1968, drawn by Charles N. Savery, Inc. and filed in the Land 5 Registration Office at Boston, a copy of which is filed in ro Barnstable County Registry of Deeds in Land Registration Book 408, a Page 81 with Certificate of Title No. 51121 and said land is shown Ln thereon as LOT 70. M Said land is subject to an easement to New England Telephone & Telegraph Co. et al dated May 9, 1972 being Document No. 159,569. For our title see Certificate of Title No. 100960 WITNEBB our hands and seals this 4�L-day of February, 1994 . w EDWARD J. FIMNNE E. RITA FLYNN 2 � � i COMMONWEALTH OF MASSACHUSETTS P3yrf& t , ss. February 1994 Then personally appeared the above named EDWARD J. FLYNN and E. RITA FLYNN, signers and sealers of the foregoing instrum nd acknowledged the same to be their free . ct and deed, bef�etre m , NOTARY PU I J . My commission expires:FF{�, UEEVS REG 01 BARNSTABLE. 02/10/94 TAX 335.1(. CHCK 335.16 7042(,000 14:30 EXCISE TAX BARNSTABLE REG'STRY OF DEEDS EXHIBIT G CHAIN OF TITLE ABUTTING LOT 71 Bass River Savings Bank conveyed LOT 71 to Joanne Hanlon in consideration of$9,900.00 by Deed dated April 7, 1979, filed with Barnstable County Registry District of the Land Court as Document Number 250010, Certificate of Title 77767. Joanne Hanlon conveyed LOT 71 to Herbert S. Swyers and Robert M. Dickey in consideration of$36,000.00 by Deed dated November 8, 1985, filed with Barnstable County Registry District of the Land Court as Document Number 379478, Certificate of Title 104181. Herbert S. Swyers and Robert M. Dickey conveyed LOT 71 to Robert M. Dickey, Trustee of the S.D. Trust u/d/t dated January 28, 1986 in consideration of$1.00 by Deed dated January 28, 1986, filed with Barnstable County Registry District of the Land Court as Document Number 385540, Certificate of Title 105151. Robert M. Dickey, Trustee of the S.D. Trust u/d/t dated January 28, 1986 conveyed LOT 71 to Russell A. Young and Virginia G. Young in consideration of$149,900.00 by Deed dated August 31, 1987, filed with Barnstable County Registry District of the Land Court as Document Number 438733, Certificate of Title 112018. (Russell A. Young died March 17, 2014.) Virginia G. Young is the current assessed and record owner of the premises as of August 21, 2019. n t • � 7 ItI ��.V 7 Ij76 ` r rl -- r O Y 00 N Z.. 4D BASS RIVER SAVINGS BANK, a Massachusetts Danl:ing Corporation, having its usual place of business a" 307 !lain Street, Yarnouth (South) , Barnstable County, Massachusetts, for consideration paid in the,amount of $ 9,910.00 grant to JOANNE HANLON of 115 W. Squantum Street, Quincy, Norfolk County, Massachusetts, WITH QUITCLAIM COVENANTS the land situate in Barnstable (Cotuit) , in the County of Barnstable and Commonwealth of Massachusetts, bounded and des- : cribed as follows : NORTHWESTERLY by Logan Berry Avenue, 140.00 feet; NORTHEASTERLY by Lot 72, 150.00 feet; SOUTHEASTERLY by a portion of Lot 73, 140.00 feet; and `. SOUTHWESTERLY by Lot 70, 150.00 feet. : All of said boundaries e:e determined by the Colar= to be located as shown on subdivision plan 22824-D (Sheot3 ) dated rehruary 12 1968, drawn by Charles N. Savery, Inc. , Surveyors, and filed in the Land ?registration Office at Boston, a copy of which is filed in..BarnataUa County V.egistxy of_.Deeds_..ia..l,and tratiox Book 408 Page 81 with Certificate of Title No. 51121, and said land is shown thereon as LOT 71 . The Grantor specifically reserves fron the above described prc•.m- ises the FEE in Logan Berry Avenue as shown on said plan. There is appurtenant to said land a right of way over the ways shown on said plan in common with others lawfully entitled thcreto for all purposes for which ways are commonly used in the Town of Barnstable. Said land is subject to the rights granted in an easement given Ito the New England Telephone s Telegraph C,onpany st al dated May 9, 1972 being Document No. 159,569. Said land is subject to restrictions dated May 2, 1n73 being Document No. 174,535, to e::pire 25 years from May 22, 1973. The above described premises Are conveyed subject to and with the benefit of all rights, rights of way, easonents, appurtenant=s, and restrictions of record and more especially a3 set forth in Certificate of Title Vo. 72507 of the Barnatablo registry District to which reference may be had for title. ARDITO, SWEENEY e STUSSE ror .Corpozate authority, soe Vote recorded with the tarnstable Ar.ORNKYS Al LAW Registry Dic'QrJiR, ." ..Nc;UMell.t No. .240993, oases ... _..... .--............alw:.ae'Vi!:.r.+lY}s,... .... --wo IN WITNESS WHEREOF, the said SASS RIVER SAVINGS BANK has caused its corporate seal to be hereto affixed, and these presents to b signed, acknowledged and delivered in its name and behalf, by Andrew F. Eldridge its Assistant Mortgage Officer dul authorized this 7th day of April , 1979• i BASS IUI R AVI r Y• Andre I w F. EldricTje, A st. 'Mortgi ge cer THE .001-00NWEALTH QF.,MILSSAC ETTS.., is Barnstable, ss. P,pril 7, 1979 P Then personally appeared the above named Andrew F. Eldridge and acknowledged the fr3regoing instrument to be the free act ; and deed of. Bass River Savings Bank', before qie, ALL ;. .. .. . :a �gt ry Pgbjio My Comm. Expires:` A.A44k;'fi Iff•3 .. _ - r.;a:.`3 a_^ !.���� .: �- � .. • Oki NWFAcrHi •" �I�.l ka:��.,• 254CHUSEFTS I .!!', <i•�;-fir_:;�AT ...- � 1.' • T"� N .. ; SLY ARDITO,SWEENEY .•.. .-:� .—+, t STUSSE Y ; ATTORNEY!AT UNi:aSD: ...?.al 1'l '+. ':A:•{A�.=ati• TK.ISM TM64" •^.L•".',�yT ',• ~1R7ti+t"iA:mF•F"''1: - !`. :. E 379478 104181 Ile nT G7 � n� t rr. i I, JOANNE HANLON of 2'•.D Voland Road , Quincy, Norfolk County.in consideration of THIRTY-SIX THOUSAND and 00/100 ($36,000.00) or r.?� grant to HERBERT R. SWYERS and ROBERT M. DICKEY, as tenants in i I of 83 Galen Street, Waltham,., Mass. with Auitrlohn ruuenants ' the land in Barnstable, in the County of Barnstable, Commonwealth of f Massachusetts, bounded and described as follows: Northwesterly by Logan Berry Avenue, one hundred forty (140) feet; Northeasterly by Lot 72, one hundred fifty (150) feet; Southeasterly by a portion of Lot 73, one hundred forty (140) feet; and Southwesterly by Lot 70, one hundred fifty (150) feet. All of said boundaries are determined by the Court to be located as shown on subdivision plan 22824-D (Sheet 3) dated February 12, -- 1968, drawn by Cha3les N_�.. dslXery, Inc.• Sun yora, aad-filed is the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408 Page 81 with Certificate of Title No. 51121 and said land is shown thereon as LOT 71. There is excepted and excluded from said land the FEE in Logan Berry Avenue as shown on said plan. Said land is subject to an easement as set forth in a grant made by Irving B. Phinney et al to The Southern Massachusetts Telephone Company dated June 4, 1913 duly recorded in Book 324 Page 416. There is appurtenant to said land a right of way over the ways shown on said plan in common with others lawfully entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable. Said land is subject: to the rights granted in an easement given to the New England Telephone 6 Telegraph Company et al dated May 9, 1972 being Document No. 159,569. Said land is subject to restrictions I 7 coons dated May 2, 1973 being Document No. 174,535 to expire 25 years from May 22, 1973. For title see Certificate of Title No. 77767. I i I i� °O COMMONWEALTH OF MASSA:HUSETTS o DE'E _ S DEMISE i 82. 08= .� P.Y.I Itt3T i Executed as a sealed instrument this CYr4 _ day of November 19 85 JOANNE HANLON lZhe6=00weaof MmutbIwIts BARNSTABLE S.S. November Q, IQ 85 Then personally appeared the above named JOANNE HANLON G !b :01� and arknowledged the foregoing instrument to be her free act and deed, Before Tne, e-owgli� My romniission expires T.''l.�ta 4 .ray.' q�1 F,•� I I I 1 I 1 i f L REGISTERED V _ JAN 19 3 37 4 r -► REGISTER OF DEEDS Ili W w T,rWe i ERBERT R. SWYERS i ROBERT M. DICKEY, 3 Galen Street, Waltham, Middlesex (aunty. in eansiderationof ONE ($1.00) DOLLAR PAID grant to ROBERT M. DICKEY, TRUSTEE OF S.D. TRUST VV of 11 Fern Street, Auburndale, MA I with quitclaim :ouenanta i the land in Barnstable, in the County of Barnstable, Commonwealth of Massachusetts, bounded and described as follows: Northwesterly by Logan Berry Avenue, one hundred forty (140) feet; y (150) feet; Northeasterly by Lot 72, one hundred fifty Southeasterly by a portion of Lot 73, one hundred forty (140) feet; a d Southwesterly by Lot 70, one hundred fifty (150) feet. All of said boundaries are determined by the Court to be located as shown on subdivision plan 22824-D (Sheet 3) datedfil ru February drawn by Charles N. Savery, Inc., Surveyors, Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408 Page 83 with Certificate of Title No. 51121 and said land is shown thereon as LOT 71. There is excepted and excluded from said land the FEE in Logan Berry Avenue as shown on said plan. Said land is subject to an easement as set forth in a grant made by phone Company8datednJunee4,a1913 duly l to The Srecorded outhern Mins Book s324s Page e416. There is appurtenant to said land a right of way over the ways shown on said plan in common with others lawfully entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable. Said land is subject to the rights granted in an easement given to the New England Telephone 6 Telegraph Company et al dated May 9, 1972 being Document No. 159,569. Said land N is subject to the o. 174,535 to expires251 years sfrom eMay a22, 1973. being Document For title see Certificate of Title No. i �i I Executed as a sealed instrument this day of January 19 86 ER R. S '06B RT M DICKEY �he(IlommonweaUhnf�Ias�tht�aetts BARNSTABLE January ajiL. 19 66 Then personally appeared the above named HERBERT R. SWYERS 6 ROBERT M. DICKEY and acknowledged the foregoing instrument to be their W.art and deed, Before me, Nalary POW—YBsttd WXKBU My commis.iun expires I l I!tsZ I I 14 g�g733 t 2018 1! 2 5' .y c. W- l i i i 1 ROBERT M. DICKEY, TRUSTEE of the S.D. Trust under Declaration of Trust, dated January 28, 1986 being Document No. 385,538 Of 11 Fern Street, Auburndale, A3mwg,Massachusetts in consideration of One Hundred Forty Nine Thousand Nine Hundred and 00/100 ($149,900.00) Paid JQ , grant to Russell A. Young and Virginia G. Young, husband and wife as Tenants by the Entirety O i of 2 Fremont Street, Glouster, MA Oi930 with quitrizitn cabenants the land in Barnstable in the County of Barnstable and Commonwealth of Massachusetts bounded and described as follows: BEING LOT 71 as shown on subdivision plan 22824-D(Sheet3)dated February 12, 1968 drawn by Charles N. Savery,Inc., Surveyors, and filed in the Land Registration Office at Boston,a copu of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408 Page 81 with Certificate of Title No. 51121. There is excepted and excluded from said land the FEE in Logan Berry Avenue as shown on said plan. Said land is subject to an easement as set forth in a grant made by Irving B. Phinney et at to the Southern Massachusetts Telephone Company dated June 4, 1913 duly recorded in Book 324 Page 416. There is appurtenant to said land a right of way over the ways shown on said plan in common with others lawfully entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable. Said land is subject to the rights granted in an easement given to the New England Telephone and Telegraph Company et at dated May 9, 1972 being Document No. 159,569. Said land is subject to restrictions dated May 2, 1973 being Document No. 174,535 to expire 25 years from May 22, 1973. For title see Certificate of Title No. 105151. Executed as a sealed instrument this 31st day of August 19 87 COMMONWEALTH OF MASSACHUSETTS <,\ ElXCISF, R BERT M. DICKEY, Vk1JSTEE m llSStt// N P.a.11077-- � OO the ((Iatnmonfuexlth of Wassachusetts BARNSTABLE SS. August 31, 19 87 Then personally appeared the above named Robert M. Dickey, Trustee and acknowledged the foregoing instrument to-be the free(actt and deed, of the Trust Before me, - s ue No,my Public Jettrcr-ef.+lfe"Ik�'e My commission expires �� 19 52— l EXHIBIT H CHAIN OF TITLE ABUTTING LOT 72 Bass River Savings Bank conveyed LOT 72 to Michael J. Cutting, Sr. and Diane L. Cutting in consideration of$10,500.00 by Deed dated October 5, 1979, filed with Barnstable County Registry District of the Land Court as Document Number 257476, Certificate of Title 79624. Michael J. Cutting, Sr. and Diane L. Cutting conveyed LOT 72 to Richard T. Doody and Eleanor P. Doody in consideration of$11,000.00 by Deed dated June 19, 1981, filed with Barnstable County Registry District of the Land Court as Document Number 282838, Certificate of Title 85996. Richard T. Doody and Eleanor P. Doody conveyed LOT 72 to Patrycia Lukac (being married to Theodore Lukac) in consideration of Less Than$10.00 by Deed dated April 19, 1980, filed with Barnstable County Registry District of the Land Court as Document Number 505017, Certificate of Title 120323. Patrycia Lukac conveyed LOT 72 to Eleanor P. Doody in consideration of Less Than $10.00 by Deed dated March 19, 2001, filed with Barnstable County Registry District of the Land Court as Document Number 827503, Certificate of Title 161003. Eleanor P. Doody conveyed LOT 72 to Keith B. Sexton and Pamela E. Sexton in consideration of$77,000.00 by Deed dated December 20, 2001, filed with Barnstable County Registry District of the Land Court as Document Number 854911, Certificate of Title 163768. Keith B. Sexton and Pamela E. Sexton conveyed LOT 72 to Geoffrey M. Converse and Deborah G. Converse in consideration of$435,000.00 by Deed dated July 31, 2018, filed with Barnstable County Registry District of the Land Court as Document Number 1351515, Certificate of Title 216901. Geoffrey M. Converse and Deborah G. Converse are the current assessed and record owners of the premises as of August 21, 2019. 25' 47G 79624 rep-. .._ :..w.�..awnr.V+rM+lrrvw...•.M• �-+.�r'• IPA �. ._ rr► jM - M o c7 r Bl,SS RIVER S7-.V1NGS 131:1.1E, a 1•1assac:1usetts 13,1-il:in, Ccrperaticn, having its usual place of business at 307 'lain Street, (South) , Barnstable County, ;tassachusetts , i for consideration paid in the amount of $ 10,500.00 grant to MICHAEL J. CUTTINQ, SR. , and DIANE L. CUTTING, husband and wife, as tenants by the entirety and not as tenants in common, both of 12 Lyman Street, Brockton, Plymouth County, Massachusetts, kITH QL'ITCLAI'I COVE1 t -ITS the land situate in Larnstable (Cotuit) , in the County of Barnstable and Commorn-.ealth of Massachusetts , bounded and des- cribed as follows : NORTHERLY by the intersection of Boxberry Road and Logan Berryf Ave:iue, on an arc having a radi,1!? of 40.03 a dis- '"""""tance"of 66.06 feet; NORTHWESTERLY by Boxberry Road, 92.73 feet; EASTERLY by the intersection of Boxberry and Crow-Berry Road, on a curve having a radius of 40.00 feet, a distance of 37.17 feet; SOUTHEASTERLY by Crow-Berry Road, 96.53 feet; ` SOUTHERLY by Lot 73, 80.05 feet; SOUTHWESTERLY by Lot 71, 150.00 feet; and NORTHWESTERLY by Logan Berry Avenue, 110.38 feet. All of said boundaries are determined by the Court to be located as shown on subdivision plan 22824-P (Sheet3 ) dated February 12 , 19G9, drawn by Charles N. Savery , Inc. , :'urv-_r,c•r!-., arij file:? in the Land Registration Office at Bonton , a cep_• o{ ':ic)i is filed in Barnstable County P.egistry of DecOs in Land Registration 'cool: 408 Page"'81 with Certificate of Title ►70. ,1121, and saiu land is shown thereon as LOT72 . The grantor specifically reserver from the ahovc: Ocscribcd pre-n- ises -lie FEF: in Logan Berry Avenue and Boxberry Road, as shown on said plan. :here is appurtcna,"t to said land a right of vay over the ways shown on said plan in common with others entitled t:,cret , for all purposes for which %..ays are commonly used in the Toi•:z of Darnstable• r-aid lane: is zubject to ',ac ri,htz gra:jtco in zin casnment given to the New England Telepho'c L Tcicr:rap) Conn--ink et al dated May 9 , 1972 being I)ocumcilt No. 159 ,569 . Said land is subject to restrictions datee'. ?,a_• 21 , 21173 being Document 11o. 174 ,535, to e::pire 25 years from 'iay 22 , 191,3 . The above described pre»ises are conveyed subject to a:16 benefit of all rig:;ts, rights of way, cascrients , and restrictions of record and more espectelly ac sat ior::: 'n Certificate: of Title :,c. 72507 of the IIarr.ntah1•� to which reference may be hat? for titlt­ ARDI70. SWEENTY f 1'or Corporate authority, sQt2 vet:.' Wit"' t•)c Lar:la�able a %TUSSE I itegistry District A'l la Yl rs �l LAW a •�OJr w,"All .. I:,' WITNESS WHEPXOF, the said BASS RIVER SAVINGS BANK has caused wts corporate seal to be hereto affixed, and these presents to be signed, acknowledged and delivered in its name and behalf, by ROBERT G. STOVER its Vice President hereto duly authorized this 5th day of October , 1979. BASS V£P. �A Ildr: B THE CortIONWE LTFI OF MASSACHUSETTS Barnstable, ss. October 5, 1979 Then personally appeared the above nam ' and acknowledged the foregoing inst ent to be . he free act ana deed of Bass River Savings Da. bef CH S ARDITO, Notary Public vicomin E-pires . 1/1/83 7 'COMMONWEALTH F ' 21 (CHUS1its' Cr eh a 1 APDITC. SWEENEI E. 33 i� ,1 Y `y r i �a W vz I We, Michacl J. Cutting, Sr. , and Dianc. L. Cuttin;', hust.ar.� •1:.� N..Q, of Brockton, P1/moutK II I in consideration of Eleven Thousand Dollars and 00/100 grant to Richard T. Doody and Eleanor 11. Doody, hushand' and wife, 2 Miriam Road, Brockton, Plymouth County, Massar_hu! r(!,:;, by the entirety, A WWI gnitrlaiut ruurnantrt i I ?hkt NX!PX of that land situated in Barnstable i i in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: Northwesterly by Logan Berry Avenue, one hundred ten and 38/ 100 (110.38) feet; Northeasterly by the junction of Logan Berry Avenue and Boxberry Road, sixty-six and 06/100 (66.06) feet again Northeasterly by Boxberry Road, ninety-two and 73/100 (92.73) feet; Easterly by the junction of Boxberry Road and Crow-Berry Road, thirty-seven and 17/100 (37.17) feet; Southeasterly by Crow-Berry Road, ninety-six and 53/100 (96.53 feet; and Southwesterly by Lots 73 and 71, two hundred thirty and 05/100 (230.05) feet. All of said boundaries are determined by the Court to be located as shown on plan 22824-D (Sheet 3) , dated February 12, 1968, drawn by Charles N. Saverv, Inc. , Surveyors and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registrati n Bock 408 Page 81 with Certificate of Title No. 51121 and said land is shown thereon as LOT 72. There is excepted and excluded from the above the FEE in Logan Berry Avenue and Boxberry Road as shown on said plan Said land is subject to an easement as set forth in a grant made by Irving B. Phinney et al to The Southern Massachusetts Telephone Company dated June 4, 1913 duly recorded in Book 324 Page 416. There is appurtenant to said land a right of way over the ways shown on said plan in common with others lawfully entitled thereto for all purposes for which ways are commonly used -in the Town of Barnstable. i Said land is subject to the rights granted in an easement given to the New England Telephone b Telegraph Company et al dated May 9, 1972 being Document No. 159,569. L I ' i I Said land is subject to restrictions dated May f 2 , 1973 being Document No. 174 , 535 , to expire 25 years from pia- 22, 1973 . I For reference to our ti d e sec Barnstable County) Registry of Deeds Book 646, Page 44 , Certificate of Title Docu^nentl No. 257, 476, Certificate No. 79624 . I r J II — i' i; ;I i �i ii I I I Executed as a sealed instrument this 19 th ay of Ju 19 81 —LSCr:, u t&TOmmonwen hofSwachusetts Plymouth v. June 19, m 81 Theo persurally nppearcal the above named Michael J. Cutting, Sr. , and Diane L. Cutting '9XW G i �vC and:..k owledged I he fureguing iustrtu:wut to be eir fr •t au dee Bfjorc me, L ... .t. ' . Wary PuNir—xd,�rs�. My em mission expire: IU D —� — COMMONWEALTH OF MASSACHUSETTS tiUE D3 � 'i:aE o'a i - 2 5. 0 6 ii I. ,I I� �I 5050V r � � eW.to x ti �Q� w o.-: =9 w � W x�� (AM �l f71 b p�Sb �p :moo= O H� 4 DES We, RICl3ARD T. DOODY and EIZ"0R P. DOODY, husband and wife as Tenants by the entirety both of 34 Samoset Road, Barnstable, (Marston Mills) , Barnstable County, Massachusetts (02648) , for consideration paid in an amount less than TEN and oo/loo ($10.00) DOLIaRS, grant to PATRYCIA LVKAC being married to Theodore Lukac, of 24 Poederhorn Ray, Barnstable (Centerville) , Barnstable County, Massachusetts (02632) with QUITCLAIM OOVBMAIM the land, together with all buildings thereon, located in Barnstable (Ootuit) , Barnstable County, Massac busetts more ` 0 particularly described on Rxhibit `A' attached hereto and .+ incorporated herein by reference. Said conveyance is subject to a and with the benefit of those matters set forth or rbferred to on BYhibit SAM. a � xlTiiF.SS our hands and sealsthis Q �t , 1990. ,t V O z Eleanor P. Doody s 0 x OF SSAC80)SEM Cd t„ Then 'personally appeared the above named Rich , 11r: . �. ,a and Eleanor P. Doody and acknowledged th foregoing be their froe act and deed, b4o%* 10 0 ` U YO Publ ft coma'6266Expires: I r ZMBIT `AN That land together with all buildings thereon situated in Barnstable, (Cotuit) , Barnstable County, Massachusetts, described as follows: Being Lot 72 as shown on Land Court Plan 22824-D (Sheet 3) dated February 12, 1968, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408, Page 81 with Certificate of Title No. 51121. There is excepted and excluded from the above premises the FEE in Logan Berry Avenue and Box Berry Road as shown on said Plan. Said land is subject to an easement from Phinney, et al to the Southern Massachusetts Telephone Company recorded in Barnstable County Registry of Deeds Book 324, Page 416. As effected by release of easement being Document No. 232395. There is appurtenant to said land a right of way over the ways shown on said Plan in common with others lawfully entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable. Said land is subject to Rights granted in an easement to New XMIand Telephone i Telegraph Company, at al being Document No. - 159569. Said land is subject to and has the benefit of the following matters as so far as enforcement applicable. Application i Guaranty, Centerville, Osterville Fire District being Document No. 216473. Basement and Bill of Sala Cotuit Fire District being Document No. 183006 Said land is subject to restrictions being Document No. 274535, to expire twenty-five (25) years from May 22, 1973, as effected assignment to Cotuit Commons Rome owners Assn., Inc. being Document No. 239044. Tor Title see Certificate of Title No. 85996. r ,. Doc1927,503 83-2b-2881 1238 Ct fN 2161N3 QUITCLAIM DEED BARNSTABLE LAND COURT REGISTRY I,PATRYCIA LUKAC,of 24 Powderhorn Way,Barnstable(Centerville),Barnstable County, Massachusetts (02632), for consideration paid in an amount less than TEN and 00/100 ($10.00) Dollars,grant to E LEANOR P.DOODY,unmarried,of 34 Samoset Road,Barnstable(Marstons Mills), Barnstable County,Massachusetts (02648) with QUITCLAIM COVENANTS, the land, together with all buildings thereon, located in Barnstable(Cotuit), Barnstable County, Massachusetts more particularly described on Exhibit "A"attached hereto and incorporated herein by reference. Said conveyance is subject to and with the benefit of those matters set forth or referred to on Exhibit"A". Tb WITNESS my hand and seal this 19 day of �(c , 2001. PATRYCIA LU AC COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. ' al q ,2001 Then personally appeared the above-named PATRYCIA LUKAC, and made oath that the foregoing statement is true and acknowledged the foregoing to be her free act and deed,before me, Notary Public 0 My commission expires: Cila��oti �2 V U � l I EXHIBIT "A" That land together with all buildings thereon situated in Barnstable, (Cotuit), Barnstable County, Massachusetts,described as follows: Being Lot 72 as shown on Land Court Plan 22824-D (Sheet 3)dated February 12, 1968, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408,Page 81 with Certificate of Title No. 51121. There is excepted and excluded from the above premises the FEE in Logan Berry Avenue and Box Berry Road as shown on said Plan. Said land is subject to an easement from Phinney, et al to the Southern Massachusetts Telephone Company recorded in Barnstable County Registry of deeds Book 324, Page 416. As effected by release of easement being Document No. 232395. There is appurtenant to said land a right of way over the ways shown on said Plan in common with others lawfully entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable. Said land is subject to Rights granted in an easement to New England Telephone & Telegraph Company, et al being Document No. 159569. Said land is subject to and has the benefit of the following matters as so far as enforcement applicable. Application & Guaranty, Centerville, Osterville Fire District being Document No. 116473. Easement and Bill of Sale Cotuit Fire District being Document No. 183006. Said land is subject to restrictions being Document No. 174535, to expire twenty-five(25) years from May 22, 1973, as effected assignment to Cotuit Commons Home Owners Assn.,Inc. being Document No. 239044. For title see Certificate of Title No. . fi:GISMY OF DEEDS Uac:8:i4, y11 12-20-2001 12:23 Ct f N:1 E,37f-8 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED ELEANOR P. DOODY of 34 Samoset Road, Marstons Mills, MA 02648 In consideration of SEVENTY-SEVEN THOUSAND AND 00/100 ($77,000.00) DOLLARS PAID I ' Grant to KEITH B. SEXTON and PAMELA E. SEXTON, Husband and Wife as Tenants by the Entirety,,of having a mailing address of P.O. Box 414, Marstons Mills, MA 02648 With QUITCLAIM COVENANTS A certain parcel of land situated in Barnstable (Cotuit), Barnstable County, Massachusetts, described as follows: Being LOT 72 as shown on Land Court Plan 22824-D (Sheet 3) dated February 12, 1968, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408, Page 81 with Certificate of Title No. 51121. Said premises are subject to all rights,restrictions and easements of record insofar as they may be in force and applicable. --� PROPERTYADDRESS: 9 Prudence Lane, Cotuit,MA 02635 For title see Barnstable Certificate of Title No. 161003. rr Executed as a sealed instrument this day of «<ir fs� , 2001. G �• M Cf r�'1 rJ Ln L C J I'.' V J C Eleanor P. Doody ,.1 M 4 COMMONWEALTH OF MASSACHUSETTS << Barnstable,ss: lie 2001 Then personally appeared the above-named Eleanor P. od and acknowledged the foregoing instrument to be her free act and deed,before , s � � "" " En = ' Not ulicPL r X My ommissio 17 Expires: 01 e i i � 1 r.J o c_n cn c n _ I x Ln ry Ln Ir^.Ji a + a � C i c;� URNSTABLE REGISTRY OF DE Dot-_: 1r351s515 07-31-2018 12:52 Ctft:216901 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED We, Keith B. Sexton and Pamela E. Sexton, being a married couple, of Cotuit, MA for consideration paid and in full consideration of FOUR HUNDRED THIRTY-FIVE THOUSAND 00/100 ($435, 000. 00) DOLLARS, hereby grant to Geoffrey M. Converse and Deborah G. Converse, husband and wife as tenants by the entirety of 9 Prudence. Lane, Cotuit, MA 02635 with QUITCLAIM COVENANTS, A certain -parcel of land, with the buildings thereon, situated in Barnstable (Cotuit) , Barnstable County, Massachusetts, described as follows: Lot 72 on Land Court Plan 22824-D (Sheet 3) Said premises are subject to all rights, restrictions and easements of record, insofar as they may be in force and applicable . Being the same premises conveyed by Eleanor P. Doody to Keith B. Sexton and Pamela E. Sexton by deed dated December 20, 2001 and recorded in Barnstable Land Court Certificate 163768, and Document No. 854911. Grantors hereby waive any and all homestead rights he/she has or may have had in the property described above and conveyed herein. Grantors also hereby swear and acknowledge under the pains and penalties of perjury that no other persons are entitled to any benefits of an existing Estate of Homestead. Property Address: 9 Prudence Lane, Cotuit, MA 02635 11� Signed as a sealed instrument this �J day of July, 2018 Y'4 s&m Keitfi B. Se 6XzVV-,' 4L ze, , Pcimela E. Sexton COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this day of July, 2018, before me, the undersigned Notary Public, personally appeared Keith B. Sexton and amela E. Sexton who proved to me through satisfactory ev dence of identification which was ❑ photo identification personal knowledge, 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 purposes and who swore or affirmed to me that the statements contained therein are truthful and accurate to the best of his/her knowledge and belief. ` r S Cp Notar Public ���•' My Co fission Expires: MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 07-31-2018 a 12:52vm Ctil: 855 Dori: 1351515 Fee: $1,487.70 Cons: $435r000.00 BARNSTABLE COU14TY EXCISE TAX RARNSTABLE LAND COURT REGISTRY Date: 07-31-2i113 a 12:52rm CtI : B55 1::5151; Fee: $17331.111 Cons: $41-5,6130.0A BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register EXHIBIT I CHAIN OF TITLE ABUTTING LOT 74 Bass River Savings Bank conveyed LOT 74 to Paul V. Galvani and Linda A. Stimpson in consideration of$10,500.00 by Deed dated April 25, 1979, filed with Barnstable County Registry District of the Land Court as Document Number 250592, Certificate of Title 77924. Paul V. Galvani and Linda A. Galvani f/k/a Linda A. Stimpson conveyed LOT 74 to Prestige Properties, Inc. in consideration of$31,500.00 by Deed dated May 23, 1996, filed with Barnstable County Registry District of the Land Court as Document Number 666594, Certificate of Title 140778. Prestige Properties, Inc. conveyed LOT 74 to Bruce N. Jones and Irene Jones in consideration of $117,500.00 by Deed dated July 30, 1996, filed with Barnstable County Registry District of the Land Court as Document Number 672394, Certificate of Title 141546. Bruce N. Jones and Irene Jones conveyed LOT 74 to Richard A. Leitch, Jr. and Kimberly J. Leitch in consideration of$357,000.00 by Deed dated June 21, 2005, filed with Barnstable County Registry District of the Land Court as Document Number 1005045, Certificate of Title 177070. Richard A. Leitch, Jr. and Kimberly J. Leitch conveyed LOT 74 to Robert R. Pierce and Erin M. Pierce in consideration of$375,000.00 by Deed dated November 1, 2017, filed with Barnstable County Registry District of the Land Court as Document Number 1333532, Certificate of Title 214568. Robert R. Pierce and Erin M. Pierce are the current assessed and record owners of the premises as of August 21, 2019. 250 92 cc . 1. !_ Vc LU t ti a. a 1 BASS RIVER SAVINGS BANE, a Massachusetts Ban::in, having its usual place of business at 307 !ia_n Stre Yarr:o-_it , (South) , Barnstable County, Massachusetts, for consideration paid in the amount of $ 10,500.00 grant to PAUL V. GALVANI of 129 Russell Road, and LINDA A. STItIPSO , of 24 Hampden Road, both of Framingham, Middlesex County, Massa- chusetts, both as JOINT TENANTS and not as tenants in common, WITH QCITCLAIJI COVE14,VITS the land situate in Barnstable (Cotuit) , in the County of Barnstable and Commonwealth of Massachusetts , bou.nded and des- cribed as follows : SOUTHEASTERLY by Crow-berry Rd. , 148.00 feet; SOUTHWESTERLY by Lot 67, one hundred nineteen and 18/100 (119.18) feet; SOUTHWESTERLY again by Lot 68, one hundred thirty and 00/100 (130.00) feet. NORTHWESTERLY by a portion of Lot 70, ninety-three and 05/100 (93.05) feet; and NORTHEASTERLY by Lot 73, one hundred seventy-nine and 63/100 (179.63) feet. All of said boundaries are determined by the Court to be located as shown on subdivision plan 22824-D (Sheet 3) dated February 12, 1968, drawn by Charles N. Savery, Inc. , Surveyors , and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408 Page 81 with Certificate of Title No. 51121, and said land is shown thereon as LOT 74 . The Grantor specifically reserves from the above described prem- ises the\FEr in Crow-berry Road, as shown on said plan. There is appurtenant to said land a right of way over the ways shown or, said plan in common with others lawfully entitled theret for all purposes for which ways are commonly used in the Town of Barnstable. Said land is subject to the rights grantee; in an easement given to the New England Telephone S Telegraph Conpany st al dated May 9, 1972 being Document No. 159 ,569. Said land is subject to restrictions- dated ':ay 2, 11173 being Document IIo. 174,535, to e:.pire 25 years from Any -12, 1973. The above described premises are conveyed subject to and with t'ic banefit of all rights, rights of way, easements, appurtenances, and restrictions of record and more especially as set forth in Certificate of Title No. 72507 of the Barnstshla Registry Distric to which reference may be had for title. AR01T0.SWFEHEY ror Corporate authority, see Vote recorded with the Barnstable e STUSSE Registry District as Document No. 250318. ATTORR,TS AT LAW 2-7 VAR-OUt".MANS. l,l 101f1 1.A.A..1 . �r t I IN WITNESS WHEPX0F, the said BASS RIVF11 ST7I:7GS BANY has cause-'. its corporate seal to be hereto affixed, and thtsse presort s to w'e signed, acknowledged and delivered in its name and behalf, by Robert G. Stover its Vice President hereto duly authorized this 25th day of April , 1979. s BASS MVEP•. £FT7Z'JrS . By. ert G. Stover" yid rlt THE COMION11EALT11 OF MASSIICHUSITTS Barnstable, ss. April 25, 1979 Then personally appeared the above named Robert G. Stover and acknowledged the foregoing instrument to be the free act and deed of Bass River Savings Banl:, before me, otary Public My Comm. Expires od TS L SSACIjUSET & ANCIT0. SWEENET S STUSSE A"ORhl/f AT LAW awt♦•wrou7w.rw••, oun TIL. Hrn 11FwV/ •'~'. _.^�•.Cti^iVn nA{�O�CC']Y� •4.i`n�d`t.�fr.' .. .. ' . DOC#1666,594 05-24-1996 10:53 CTF#1 14077ti BRRNSTRBLE LR14D COURT REGISTRY DIST QUITCLAIM DEED PAUL V.GALVANI and LINDA A.GALVANI,formerly known as Linda A.Stimpson,joint tenants,both of Framingham,Middlesex County,Massachusetts,for consideration paid,and in full consideration of THIRTY ONE THOUSAND FIVE HUNDRED DOLLARS ($31,500.00)grant to PRESTIGE PROPERTIES,INC.,a Massachusetts corporation,with a mailing address of 1645 Falmouth Road,Centerville,Massachusetts with quitclaim covenants the land situated in Barnstable in the County of Barnstable and Commonwealth of Massachusetts,bounded and described as follows: SOUTHEASTERLY by Crow-Berry Road,one hundred forty-eight(148)feet; SOUTHWESTERLY by Lot 67,one hundred nineteen and 18/100(119.18)feet;again C/ SOUTHWESTERLY by Lot 69,one hundred thirty(130)feet; NORTHWESTERLY by a portion of Lot 70,ninety-three and 05/100(93.05)feet;and NORTHEASTERLY by Lot 73,one hundred seventy-nine and 63/100(179.63). All of said boundaries are dctcmuned by the Court to be located as shown on subdivision plan �. 22824-D(Sheet 3)dated February 12,1968,drawn by Charles N.Savery,Inc.,Surveyors,and Q filed in the Land Registration Office at Boston,a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408 Page 81 with Certificate of Title No.51121 W and said land is shown thereon as Lot 74. 2 There is excepted and excluded from said land the ME in Crow-Berry Road. ~ Said land is subject to an easement as set forth in a grant made by Irving B.Phinney et al to The Southern Massachusetts Telephone Company dated June 4,1913 duly recorded in Book 324 r Page 416. 2 There is appurtenant to said land a right of way over the ways shown on said plan in common with others lawfully entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable. Said land is subject to the rights granted in an easement given to the New England Telephone& o Telegraph Company et al dated May 9, 1972 being Document No. 159,569. -�r Said land is subject to restrictions dated May 2, 1973 being Document No. 174,535 to expire 25 years from May 22, 1973. Meaning to convey and hereby conveying the premises described in Certificate No.77924 in Registration Book 632,Page 14 in the Registry District of Barnstable County. WITNESS our hands and seals this o� "r'` day of 1996. AU .GAL ANI 0 INDA A.GVLNANI I W 0- ti ti r- v-0i Q az C H •, ,�. . C4 o. H a,X= a ~ lei } COMMONWEALTH OF MASSACHUSETTS Middlesex,ss. /10y.?3, 1996 Then personally appeared the above named PAUL V.GALVANI and LINDA A. GALVANI and acknowledged the foregoing instrument to be their free act and deed,before me, �)I NOTAft PUBLIC My Commission Expires: MABGARET FERRARI Notary Pubbe Ply won expires AWn 11.2000 BARNSTABLE REGISTRY OF DEEDS I DO00672,394 07-31-1996 Hill CTF#1141546 BARNSTABLE LAHO COURT REGISTRY GIST QUITCLAIM DEED PRESTIGE PROPERTIES, INC. , a Massachusetts corporation, with a usual place of business at 1645 Falmouth Road, Centerville, MA 02632, for consideration of One Hundred Seventeen Thousand Five Hundred and 00/100 Dollars ($117,500.00) paid, hereby grants to BRUCE N. JONES and IRENE JONES, Husband and Wife as Tenants by the Entirety, both of 210 Horseshoe Lane, Centerville, MA 02632 i WITH QUITCLAIM COVENANTS The parcel of land with the buildings (if any) thereon situate in Barnstable, in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as followss SOUTHEASTERLY by Crow-Berry Road, one hundred forty-eight ( 148) feet; SOUTHWESTERLY by Lot 67, one hundred nineteen and 18/100 (119.18) feet; again i SOUTHWESTERLY by Lot 68, one hundred thirty (130) feet; h v NORTHWESTERLY by a portion of Lot 70, ninety-three and 05/100 (93.05) feet; and :i { NORTHEASTERLY by Lot 73, one hundred seventy-nine and 63/100 i (179.63) feet. All of said boundaries are determined by the Court to be located as shown on subdivision plan 22824-D (Sheet 3) dated February 12, 1968, drawn by Charles N. Savery, Inc. , Surveyors, and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 408, Page 81 with Certificate of Title No. 51121 and said land is shown thereon as Lot 74. There is excepted and excluded from said land the FEE in Crow-Berry Road. Said land is subject to an easement as set forth in a grant made by Irving B. Phinney et al to The Southern Massachusetts Telephone Company dated June 4, 1913 duly recorded in Book 324, Page 416. L There is appurtenant to said land a right of way over the ways shown on said plan in common with others lawfully entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable. Said land is subject to the rights granted in an easement I given to the New England Telephone 6 Telegraph Company et al C dated May 9, 1972 being Document No. 159,569. Said land is subject to restrictions dated May 2, 1973 being Document No. 174,535 to expire 25 years from May 22, 1973, insofar as the same may be in force and applicable. { The Grantor represents and warrants to this Grantee that i the conveyance of this property does not constitute sale or transfer of all or substantially all of Grantor's assets and is in the ordinary course of the Grantor's business. For Grantor's title reference, see Barnstable County Registry of Deeds Land Court Certificate of Title No. 140778. IN WITNESS WHEREOF, the said PRESTIGE PROPERTIES, INC. i has caused its corporate seal to be hereto affixed and these presents to be signed and acknowledged in its name and behalf by William M. O'Brien, its President and Treasurer, thereunto duly authorized, this %:&O, day of ";he I , 19 I r �-, �n I,, t':• c;. PRESTI P PERTIE INC. l 1 r0 i f;1 t0 C i t� 11.1 t✓' G7 �" V' 1•.7 0) r�; 1 c,> By: Wall am M. rien ''' Its reai ent & Tr asurer i COMMONWEALTH OF MASSACHUSETTS Barnstable, ssv 1996 Then personally appeared before me the above-named William M. O'Brien, Its President and Treasurer of Prestige Properties, Inc. , and acknowledged the foregoing instrument to be the corporation's free act and deed as aforesaid, before me. >• � J d• 1 lh >r, �� C`JC111cli No y Pub11 l� ( lG�i� -��O��c " My commissi n expires: a , It �1 C'1 Imo, f F• LA f:':^•w BARNSTABLE REGISTRY OF DEEDS �I j , ;;,i;LE REGISTRY OF DEEDS Doc: 1s005s045 06-21-2005 11 :35 Ct f.16: 177070 BARNSTABLE LAND COURT REGISTRY QUITCLAIMDEED We, BRUCE N. JONES and IRENE JONES,husband and wife, as tenants by the entirety, of 34 Constant Lane,Barnstable(Cotuit),Barnstable County,Massachusetts 02635, IN FULL CONSIDERATION OF THREE HUNDRED Ifirl'Y SEVEN THOUSAND AND N01100($357,000.00)DOLLARS, GRANT TO RICHARD A.L.EITCH,JP, and E3M BERLY J.LEITCH,husband and wife, as tenants by the entirety,of 14 Garrett Drive,Norton,Massachusetts 02766, U u WITH QUITCLAIM COVENANTS The parcel of land with the buildings (if any) thereon situated in Barnstable, in the County of «a Barnstable and Commonwealth of Massachusetts, known as and numbered 34 Constant Lane, described as follows: LOT 74 J PLAN 22924-D(SHEET 3) Filed with Certificate Of Title No.51121 There is excepted and excluded from said land the FEE in Crow-Berry Road. There is appurtenant to said land a right of way over the ways shown on said plan in common with others lawfully entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable. Subject to and with the benefit of all rights, reservations, easements and restrictions of record insofar as the same are in force and applicable. For title, see Deed dated July 30, 1996 and registered at Barnstable County Registry District of the Land Court as Document No. 672,394 and Certificate of Title No. 141546. MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY 001000,L5£3 :su00 96'£18$ :aa3 Date: 06-21-2005 a 11:35an W9001 :ADOO G16 ::110 Ctl�. 775 Doc`.: 1005045 anS£:11 a S00Z-IZ-90 'aan0 Fee: t1r220.94 Cons: l357r000.00 ASISI938 121= QNdl 319VISNSVU Xdl 3SIOX3 A1Nf100 319VISNNVO I i Executed as a sealed instrument this 21 day of June,2005. BRUCE N. JONES IRENE JONE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS: June 21,2005 On this 21" day of June, 2005, before me, the undersigned notary public, personally appeared Bruce N. Jones and Irene Jones, proved to me through satisfactory evidence of identification, which were Massachusetts drivers licenses, 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. six Mary Ow one,Notary Public MARY OWEWTAW S MOVE My ion expires: 07/14/06 UC coworrvrFxrn of w�ss�cHuserrs 1# Mir Camti.E*ft J*14.2008 BARNSTABLE REGISTRY OF DEEDS Doc: is333.532 11-01-2017 3:32 Ctf*%214568 BARNSTAL'LE LAND COURT REGISTRY Quitclaim Deed We, RICHARD A.LEITCH,JR. and KIMBERLY J. LEITCH,married to each other,of 14 Garrett Drive,Norton, MA 02766, For consideration of THREE HUNDRED SEVENTY-FIVE THOUSAND AND 00/100 u7 DOLLARS ($375,000.00) Paid,with Quitclaim Covenants M ,No Grant to ROBERT R.PIERCE and ERIN M.PIERCE,husband and wife,tenants by the entirety,of 34 Constant Lane,Cotuit,MA 02635 The land together with the buildings thereon situated in Barnstable(Cotuit), Barnstable County, o Massachusetts,described as follows: w 0 U Lot 74 c� a Land Court Plan 22824-D (Sheet 3) a e� c There is excepted and excluded from said land the FEE in Crow-berry Road. There is appurtenant to said land right of way over the ways shown on said plan in common with M others lawfully entitled thereto for all purposes for which ways are commonly used in the Town of Barnstable. I � Subject to and with the benefit of all rights, reservations,easements and restrictions of record insofar as the same may now be in force and applicable. Grantors herein release any and all homestead rights to the within premises,whether created by c declaration or operation of law,and further states under the pains and penalties of perjury that there are no other individuals entitled to homestead rights to the property being conveyed herein. a For Grantor's Title,see deed filed with the Barnstable County Registry Land Court Division as Document No. 1,005,045 with Certificate of Title No. 177070. Executed as a sealed instrument this 1st day of November, 2017. MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 11-01-2017 8 03:32pm Ctl'A: 1262 Doc': 1333532 Richard A. Leitch,Jr. Fee: $1r282.50 Cons: $375000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 11-01-2017 a 03:32pm Kimberly J. Leitc Ctla: 1262 Do-:': 1333532 Fee: $ir147.50 Cons: $375►000.00 COMMONWEALTH OF MASSACHUSETTS I Barnstable, SS. On this 1 st day of November, 2017 before me, the undersigned notary public, personally appeared Richard A. Leitch, Jr. and Kimberly J. Leitch, proved to me through satisfactory evidence of identification, which were -177A ,J)2C66S /,aC� to be the person(s) who signed the preceding or attached document in my presence, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his/her/their knowledge and belief,and that this was his/her/their free act and deed. Notary Public: My commission expires: KARL R. NEMA KARL R Notary Public Notary '�CokiMONWE�LTHO'mi,�CO►1YONM+£ALTN OF Ml19Sl►C►IUBETTB ' f My cpmrnmh- . My Commission Expires March B. 2024 matchr BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register L �J N qj rjN � — 1 / � N Z t �� t b •n. � U OD U COO n ca S V c SCANNED SMOKE DETECTORS REVIEWED -2� BARN,qFAME BUILDING DEPT. LATE Barnstable Bldg. Dept. BOTH SGNATURESARE-REOUIREO FOR;�"wal 1��IG Approved by: -44d-Aa-�> pQrmit Commonwealth of Massachusetts Manufactured Buildings Program Transmittal Form for all correspondences relating to It 4 Manufactured Buildings and Building Components To: Linda McAlister factured Buildings Program Phone Number: Date Transmitted Linda.McAlister s.gov 617-826-5225 1-30-20 Commonwealth of Massachusetts Office of Public Safety and Inspections Attn: Manu. Bldgs. Board of Building Regulations and Standards 1000 Washington Street, Suite 710 Boston Massachusetts 02118 The person forwarding this material shall complete the following portion of this transmittal MC Number TPIA Number Name of Person Transmitting Material Matt Fiscus 168 02 The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct and Standards and/or the Department of Public Safety for reasons detailed below Model and/or Serial Use (Please check the appropriate box or give a further description of the transmitted Number pertaining to Group items under the section labeled other. Be sure to identify the appropriate Use Group.) transmitted items Building Plans for Review and Approval Q-28879 Building Plans forwarded as a record copy for your files (Review not required) Revised building plans for review. ❑ (Please clearly identify revisions on the plans.) Revised Building Plans forwarded as a record copy for your files (Review not required-Please clearly identify revisions on the plans.) Compliance Assurance Programs Original Submission Modification to: Calculations Manual Original Submission Modification to: Installation Manual Original Submission Modification to: r Systems Drawings Original Submission Modification to: Other-Provide a detailed description of any other materials which are being transmitted. Identify any revisions clearly along with BBRS number. Also, identify the requested action. Site Location: 18 CONSTANT LANE,COTUIT,MA 02635 The office transmitting this information has reviewed the above mentioned and attached materials and has found them,to the best of our knowledge and abilities,to be in compliance with the codes and\or rules and regulations for the Commonwealth of Massachusetts'Manufactured Building Program,as applicable Digitally signed by Harold Raup a ro I d DN:cn=Harold Rau Signed By Signed t o=PFSTECO,ou, forTPIA: email=harold.raup@ BBRS No: assigned by Mass. for MASS: a u pfsteco:com c=US Date:2020:01.30 07:37:24 PrintForm CHAMPION RELEASE WGv MODULAR, DIV. #270FLANAGAN bU II lnmg S J �HA �N HOME BUILDERS DIV.270 451 SOUTHERN AVE. STRATTANVILLE,PA 16258 STATE: MASSACHUSETTS DATE:Jan.27.20 BUILDING CODE: ENGINEERING MANAGER 248 CMR MA FUEUGAS/PLUMBING CODE ENGINEER' EAL MA SINGLE AND TWO FAMILY DWELLING �H OF MAss9 CODE (780 CMR) 9th. ED. 2015 °y KEVIN M. INTERNATIONAL MECH. o In CODE w/AMENDMENTS FIN 636 20151ECC C IVIL m o No.39 2017 NEC 109q�c. FFS N\ DESIGN CRITERIA: NA DESIGN SNOW LOAD= 60PSF ROOF TRUSS CENTERS: 16" O.C. APPROVER'S SEAL ROOF PITCH = 12/12 - Nil WIND SPEED =140 V(ult) FLOOR LOAD = 40 PSF SEISMIC DESIGN CAT. = C j EA j PFS CORPORATION USE GROUP = SINGLE FAMILY Approval Llmltad to Faotory Built Port(on Only DWELLING Massachusetts CONSTRUCTION TYPE: VB (WOOD state: Signature: — — — ——— —— — Title: Staff Plan Reviewer FRAME UNPROTECTED) _ _ _ __ ______ Date: 1/30/20 IE === = -=--=== -- --=--=- == =- ==-=- ===== = =- --- -- ------ ----- -= == =E31 — — — — — --- -- - ---- - --- --- ------ - -- - - - j NUMBER OF STORIES IE____ _ _ ___ _ __ _ __ _ _ _ __ __ _ _ __ __ _ _- -- - MODIFICATIONS — _--_ � %y/ I—,� _ or--I--7tTr====-„ �_ =_ == _==_ �r91—I—II ME _=_�_ IE ==== _ -=-_ �I I li-il��d�l _ _ — DELIVERY ADDRESS: __— — — _ ——�`--I__abl 1 == __ -IIL_I—IJB f —— _ _ — 3 1611—IJII E _ _ _ -III-1�B=_EIE= - --- - —= -II I ,,wlr�r�l = 7 — _ _ _ _ — T - -T — =1=1_z�II II llc =-- -- -�— II' -- g��f - -- = 3— -- �I E-- -- �_ _II B E -- =�1 /1 0 — _ ICI it — _ - -- - -=II 11 IIc= -- -- - � II 8 f= ==== 3 / II E_= === E - II E -_ — IE -- -- / 0L_ / I _ - -_—_ � / �I VNNDOWGUARDS ON-SITE PER R312.2IF: --HI6dd�11—= =- -- - -- - - - --�1 Ic- -- -- -- - ---- - -- - -_ - - -- - - - - -- - ----- -- - -- -- - -WINDOW SILL UNDER 24"ABOVEFINISHEO 18 CONSTANT LANE, IE =_ =__ _ = - - - �Ij•io it~ - -- =- --- ---- - --- - - - - --- - - - = = = — �1 FLOOR AND COTUIT,MA 02635 WINDOW OPENING MORE THANn"ABOVE FINISHED GRADE. BARNSTABLECOUNTY TITLE: COVER PAGE NOTES: 1. ALL HANDRAILS ON-SITE BY OTHERS MODEL: NO. DESCRIPTION TO BE COMPLETED ON-SITE BY BUILDER: Q-2 Q Q 79 2. SILLS ON WINDOWS NOT INSTALLED 24" ABOVE FINISHED FLOOR REQUIRED FALL .n.,Qo 1)ROOFCBASEME CONNECTIONS, NS,INC INCLUDINGUDING IRS 30x5O TWO STORY PROTECTION TO BE INSTALLED ON-SITE BY OTHERS 2)ROOF CONNECTIONS,INCLUDING GABLE END PANELS. CP-101 COVER PAGE 3)ANY ELEC.WORK BELOW SILL PLATE 1 L 4)SIDING THAT IS NOT COMPLETED IN FACTORY DATE:01-24-20 SCALE:NTS 3. TEMP LIMITING DEVICE USED PER 148 CMR 10.10 EP-101 1ST FLOOR ELECTRICAL 5)GUTTERS DRAWN BY:MF CHECKED BY: EP-201 ELECTRIC LOAD CALCULATION 6)SPLASH BLOCKS BUILDER:PRO-MOD 4. A 48 HOUR NOTIFICATION IS REQUIRED PRIOR TO THE SET. THE CSL ON RECORD 5P-101 FOUNDATION CUSTOMER:FLANAGAN AE-101 FRONT ELEVATION 7)LEADERS STATE:MA WILL RELAY THIS TO THE AE-102 REAR ELEVATION 8)RIDGE VENTS LOCAL BUILDING AUTHORITY. IF ANY CONNECTIONS HAVE BEEN CONCEALED AE-103 SIDE ELEVATIONS 9)PLUMBING CONNECTIONS AND SUPPLY LINES WIND:140 VULT W-10 1ST FLOOR BRACEDWALL5 10)ENERGY COMPLETION ROOF:7/12 16D.C. 60PSF PRIOR TO INSPECTION, THE BUILDING OFFICIAL MAY REQUEST HAVING THE 11)PANEL BOX INSTALLATION FLOOR:2x10SPF#2Q16"O.C. REMOVAL OF ELEMENTS THAT CONCEAL THE CONNECTIONS TO PROVIDE 13)INTERCONNECTION OF ELECTRICAL WIRES%CIRCUITS SHFILEET NO.: TP-101: TYPICAL PLUMBING 13)INTERCONNECTION OF VENTS SHEET NO.: ACCESS. THIS WOULD NOT CONSTITUTE DESTRUCTIVE DISASSEMBLY. SITE �nunro , BEAM CALCULATIONS 15)AC ESSTOGRADE FANS CP-101 CONNECTIONS TO BE VERIFIED BY CONSTRUCTION SUPERVISOR. uiennn 16)ACCETO SSBOGCON Civil Engineer 5. BLOWER DOOR TESTING TO BE COMPLETED ONSITE BY OTHERS. ROOF TRUSS DETAILS 17)WATERH HEATER CONNECTIONS •n�a�ro RESCHECK 17)WATER HEATER Kevin M. Finn, P.E., Inc. PAGE: 6. ROOF IS 'SOLAR PANEL READY. ^ � SITE PLAN 815 Waterbury Park Drive Elkhart IN 46517 PROPRIETARY AND CONFIDENTIAL n, , THESE Or GSA SPECIFICATIONS ARE ORIGINAL MA PE Lic. #39636 PFCPRIETARYANDCOIIFIDENTIALMATERIA.LSOF ChAN.PION COP)RIGHT CF 16T6.2020 E r CHAMPION RELEASE bust inng systems H N HOME BUILDERS DIV:270 451 SOUTHERN AVE. STRATTANVILLE,PA 16258 50'-0" (2)2"CONDUITS DATA PLATE DATE:Jan.2 .20 FOR FUTURE PFS LAEEL ENGINEERING MANAGER SOLAR PANEL 1S p°9 SILVERLINE 29211 STATE SEAL SILVERLINE 24210 S - 34 1/2 x 37 SIDE VENT DRYER 30 314 x 37 314 ENGINEER'S/ SEAL ----� c� ' .•_Iwo I� H 1, Vl.2<30l o, M S 8'-1113/16" I — �J' O q tLj �11E•121 ^'o[h�•, R(MG[RATOR '� ( R I I ?x' O KEVIN M. G ACCESS To j © --_-i 10 MASTER >^ g FINN N ONGRADESTTE BY R © -(R} TRAY KY IT R UTILITYI T I BATH I "' g CIVIL -4 11s 4 '►'14 I----- T14 is I ® I o No.39636 -4 OTHERS 39 ---�--- (19 GAS RANGE ONSITE 40 1/4 i I W.I.C. I V ,A Q DINING BY BUILDER. --- b I 0__SOLA-TUBE I I .off I PREP FORONSITE SOLA-TUBE UTILITY , o I O,� TG v c AREA:131.09. RANGE HOOD. '7 PROVIDED LIGHT:33,12 ; ; CUTLERY ��// S ONSITE SHOWER ll , I z PROVIDED VENT: 17.40 (""-'-, DIVIDER KITCHEN z 10 ROUGH PLUMB I IIry -5 x REQUIRED.LIGHT:10.49 i ONLY 8 I LU M REQUIRED VENT: 5.2A i cz I J I O I I APPROVERM SEAL co to i i P R 1 ------ 1a 1a 32 32 I 31 I PFS Corporation LU 4 a 36"a TOP r_ �x 1T-5114"FLAT CEILINGN„ I 32 13'-113/4"FLAT CEILING Northeast Region w (1 PCS)2W LVL.EACH UNIT + I q�{4[ii I (1 PCS)16"LVL IN CLG EACH UNIT J c (6)SPF SUPPORT STUDS EACH SIDE " T1Q I ¢Q I (5)SPF SUPPORT STUDS EACH SIDE APPROVED --- ---- RAD ---- ---- H Raup - 3 R2 32 —————————— 32 RMw7l 1/30/20 STAIRS AND PLATFORM 62 - - Approval limited to DN N SITE BY OTHERS LIVING ROOM STATE SEAL a a Facto Built Portion w.cas 42"1NALL NO CAP 6 MODIFICATIONS CAP BY OTHERS �R� n aw,A Y2 "2 * N BEDROOM #2 HALL BATH Q MASTER BEDROOM z f ZI x c AREA:127.42 (� x (x g PROVIDED LIGHT:11.04 ro NGutrt 13'-6 114" C. PFS PROVIDED VENT: 5.80 AREA:254.30 WINDOW GUARDS ON-SITE PER R312.2 IF: N n AREA:245.26 REQUIRED LIGHT:10.19 PROVIDED LIGHT:44.16 -WINDOW SILL UNDER 24"ABOVE FINISHED 3' " PROVIDED LIGHT:44.16 W.QO 9 FLOOR AND PROVIDED VENT: 23.20 REQUIRED VENT: 5.10 HOUSE FAN o PROVIDED VENT::20..34 -WINDOW OPENING MORE THAN 72"ABOVE REQUIRED VENT: 10.17 REQUIRED LIGHT:19.62 m REQUI RED LIGHT 2 FINISHED GRADE. �� v v REQUIRED VENT: 9.81 TITLE: �2 R2 + Q Ra Ra ZQ [n FLOOR PLAN IT-7 3/4" 10'-0" 6'- n£ 14'-0 3/4" LUU c� �� TEMP. MODEL: SILVERLINE 3046 SILVERLINE 3046 SILVERLINE 3046 SILVERLINE 2446 SILVERLINE 3046 SILVERLINE 3046 -28879 38 3/4 x 57 3/4 38 3/4 x 57 3/4 38 3/4 x 57 3/4 30 3/4 x 57 3M RADON 38 3M x 57 3/4 38 3/4 x 57 3/4 Q NOTES: SILVERLINE 3046 30x5O TWO STORY MASSACHUSETTS 38 314 x 57 3/4 1)N.E.S.S.STANDS FOR NEW ENGLAND SAFETY SWITCH. DATE:01-24-20 SCALE:3/16"=V-D" 2)ALL SMOKE DETECTORS ARE TO BE PHOTO ELECTRIC. MA SINGLE AND Tvo-FAMILY DWELLING CODE (780 CNR)9TH EDITION AUTHORITY,BY THE CSL OF RECORD FOR THIS PROJECT.IF ANY SITE CONNECTIONS DRAWN BY:MF I CHECKED BY: NA FUEL i GAS i PLUMBING CODE CHR> 'ARE CONCEALED PRIOR TO INSPECTION,THE BUILDING OFFICIAL CAN REQUEST REMOVAL BUILDER:PRO-MOD 3) HEATING SYSTEM TO BE SUPPLIED AND INSTALLED ONSITE BY NA STATE BUILDING CODE, 7TH EDITIONTION ' THE BUILDER, PER STATE AND LOCAL CODES. 2015 INTERNATIONAL MECHANICAL CODE WITH HA AMENDMENTS. OF ELEMENTS THAT CONCEAL THESE CONNECTIONS TO PROVIDE ACCESS. CUSTOMER:FLANAGAN 4)MECHANICAL FASTENING TO BE USED FOR CEILING 2017 INATIONA LELECTRICAL CODE :��MA AMENDMEN MA is"�"ENTs SITE CONNECTIONS TO BE VERIFIED BY CONSTRUCTION SUPERVISOR. STATE:MA GYPSUM PER 780 CMR 9TH EDITION RESIDENTIAL CODE. WIND:140 VULT FASTENING PER TABLE R702.3.5.2 ROOF:7/12 16 O.C. 60 PSF FLOOR:2x10 SPF#2®16"O.C. FILENAME:0-28879 SHEET NO.: AP-101 PAGE: PROPRIETARY AND CONFIDENTIAL THESE DRA014GS AND SPECIFICATIONS ARE ORIGIPI-L. PA CPRIET APY A11D CONFIDENTIAL MATERIALS OF CHAh5PKN4 COPYRIGHT C.1578.202C BY CHALIPION -------------------------------------------------1 (2)2"CONDUITS RELEASE FOR FUTURE I 1; 1 SOLAR PANEL I II ELEC.LINES 1W I --------1 b u I i n g 1 14D. --- ---- 14 1 — TO PRIM —————— 7 7 7 ( 711 71 Ii �� 5 i 9 -TODANEII i 14 I ystems _ 1 I 1 TODpU / 21 -r------ I II CHAMPIONHOMEBUILDERSDIV.270 1 7 ; 3 " `S 1,13 � I R ' �^ ; 1 i '. SOUTHERNAVE. STRATTANVILLE,PA 16256 I ' ' ' - ------- 1 A ' I I I I I � TDPANEL-� 5 i 1 15 8 I MASTER -- 1 ---------- 1 1 — 11 BATH I 1 4 TT14 i--+---N +14 14 I 1 15 I - -- --- I I I I I f 16 I W.I.C. DINING 1 (� I I ---^J ' I I I 1 I FROM HALL—,L j I DATE:Jan.27,20 i 4 I I V I(LITY 5 I I I RAn/� T 1 I I ENGINEERING MANAGER 70P 1 i 1 i I ` 1 1 f - - - --I I i 8 ' ' 71 I I --1 I I °PANE I I I 1 ENGINEER' AL KITCHEN I t I i ' I I I t I l 1A 4 +14 R s 1 110 1 i i i off' KEEVIN M. yG 1 . � INN 1 ^� 1 � m _ TO PANEL ------ I T I -_-__ ---__ �J CIVIL I II 14 141 6"FROM ----------------�� I TO PANEL T--- y No.g7.7�6 -/ 7 1 C-TOP 1 10 Q� 1 1 l'� B--------$ i 1!�J 1 8 tC ----- ------------- C I I � I -=^' +--------'I Lt� 3 ^L-----^----10 JN�TOL UEL I FF NA \a, ' c S I TO PANEL - ---_^-- ----— ^_ I 2 I ---------- 1,.,7'1_ i i I 1 4 I ro PANEL 1 1 1 4 I APPROVER'S SEAL I 11 7----^--L r--- I/ 1 1 i I i 21 :nrc I ���' i i R4 -------'i L------- R4�1 TO PANEL :.L[. 1 I i LIVING�ROOM i 1 6 1 i I I I- RR 1 i i i II PFS Corporation 1 I I ; I �` its rMIA ' ;; Northeast Region To PuIEL16 I1 1 0 v2 R2 21 i i BEDRC,OM #2 i �L�ATH i MASTER BEDROOM 4 APPROVED I G 21 I I 1 6 t I my FLOOR I I 1 I I 1 I I I I 1 II H Raup — 3 I - I I I I I I O I 0- womrr 1 I I I I I 1 I I 21 1 I I I � 1/30/20 ' i HOUSE FAN , o Approval limited to I I I I 1 1 I 4 1 11 1 1 6 1 1 I 1 1 11 J I ------------42 ) I --J 4 2 I 6 6 '-==------------------�)I FORONSITE� �__ ___________ `_____ _____� _____________________ sT Flooa s10 1 1 6 4 4 --------------------------QRADON TO PAIIEL—) NOTES: 1) HEATING SYSTEM TO BE SUPPLIED AND INSTALLED ONSITE BY THE BUILDER,PER STATE AND LOCAL CODES. TITLE: 2)N.E.S.S.STANDS FOR NEW ENGLAND SAFETY SWITCH. ELECTRICAL 3)ALL SMOKE DETECTORS SHALL BE PHOTO ELECTRIC. 4)WHOLE HOUSE VENT FAN IS HARD WIRED.SWITCH SHOWN IS FOR VENT FAN ACCESSORIES. 5)INSULATED STAPLES REQUIRED TO SUPPORT ALL WIRING. 6)ALL BRANCH CIRCUITS SUPPLYING 15&20 AMPERE OUTLETS IN LIVING SPACES ARE PROTECTED PANEL SCHEDULE PANEL SCHEDULE BY AN ARC-FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12 2017 NEC. MODEL: CIRCUIT CIRCUIT WIRE CIRCUIT CIRCUIT WIRE 7)PER 406.12 OF 2017 NEC ALL 125-VOLT,15&20 AMP RECEPTS INSTALLED IN AREAS SPECIFIED BY Q��ALo V Q�� DESIGNATION DESCRIPTION BREAKER GAGE DESIGNATION DESCRIPTION BREAKER GAGE 210.52, SHALL BE LISTED AS TAMPER RESISTANT TYPE. 1 BATHROOM 20 A 12 2 LIVING ROOM 15 A AFCI 14 8)50#LIGHT BOXES REQUIRED. 30x50 TWO STORY 3 GAS RANGE 20 A 12 4 MSTR BEDROOM 15 A AFCI 14 9)RECESSED LIGHTS LOCATED IN TUB/SHOWER WE AREAS ARE TO HAVE A WATERPROOF COVER,PER. 5 SMALL APPLIANCE 20 A AFCI 12 a BEDROOM 2 1 S A AFCI 14 10)SOUND RATING FOR FANS USED FOR WHOLE HOUSE VENTILATION BE RATED AT A MAXIMUM OF 1 SONE DATE:01-24-20 SCALE:NTS 7 SMALL APPLIANCE 20AAFC1 8 BEDROOMS 15AAFC1 14 NINTH EDITION RESIDENTIAL CODE N1103.6.4. DRAWN BY:MF CHECKED BY: 12 9 REFER 20 A AFCI 12 10 GENERAL LIGHTING 15 A AFCI 14 ELECTRICAL LEGEND BUILDER:PRO-MOD 11 DRYER 30A 1 10 12 GENERAL LIGHTING 15AAFCI 14 CEHERRIIIGHTIUGftECEPTICI CEILIIIGVEUTFAU CUSTOMER:FLANAGAN 11 .RO VOLT RECEDTICLE •0- e cEluucver.T FaH STATE:MA 13 DRYER 30 A 10 14 GENERAL LIGHTING 18 A AFCI 14 YP 1�O VOLT.15 AMP vtTH UGHr 1S WASHER 20 A AFC1 12 16 FUTURE SOLAR ELECTRIC 20 A APCI 12 G.F.I,PROTECTED RECEPTICLE ® THEfthtOSi4T ¢ cealrry LIGHT FLUORESCE':' WIND:140 VOLT 120 VOLTTEDR EC LIGHT N27 D!W 20 A AFCI 12 18 FUTURE SOLAR ELECTRIC 20 A AFCI 12 ROOF:7/12 16 O.C. 60 PSF WHOLE HOUSE VENT FAN 20 A AFCI 12 20 JL Shtq'L APPUAtjCE RECEPTICLE (H SMOKE DETECTOR � tV4LL LIGHT $ (!1GLEPOLE S` TCH FLOOR:2x10 SPF#2 16"O.C. V 10VOLT.20ALIF (:y CIOSMOKEOETECTOR ) LIVING ROOM RECEPTACLES 20 A APCI 12 22 SMALL 4PPLIAtICE F.ECEFTICLE r 6PECIAL PURPOSE FILENAME:0-28879 I:0VOLT.20AMP ■ MgIN PANEL A CGUUECTIOH J JUIICTIO:l 601 44 � G.F.I.PROTECTED ■■■ SHEET NO.: 28 28NOTE. :POWERRANGE HOOD STANDARD.FOR RANGE AND DP.VER. R RECESSEDUGHT30 •ALL EXTERIOR RECEPTS AND LIGHTS ARE WEATHER PROOF EP-101 •NOT ALL CIRCUITS ARE IN USE 32 ALL CIRCUIT SUPPLYING RECEPTS TO BE AFCI PROTECTED PAGE: 33 $4 ALL SI.tOKE DETECTORS EOUIPPEO WITH ALARM SILENCING SWITCH 3S 38 PROPRIETARY AND CONFIDENTIAL 37 38 THESE DRRRIMGS AND SPECIFIC4TIONS ARE ORIGINAL 39 _ _ 40 FROPR1ETLR'i 4JID COPIFIDENTIAL MATER14LS OF CH.4M61^N COPYRIGHT If75.2020 E't CHAMPION PROJECT: Q-28879 RELEASE I ELECTRIC LOAD CALCULATIONS S ys t e m S CHAMPION HOME BUILDERS DIV.270 451 SOUTHERN AVE. STRATTAI• ILLE,PA 16258 GENERAL LIGHTING UNIT AREA.................. ....................................... 1504 Sq Ft. oATE: Ian.27,zo _ . •• ENGINEERING MANAGER 3 WATTS PERSq Ft............................................................... 4512 ENGINEER'S/ARCHITECT'S SEAL SMALL APPLIANCE �P�,�H OF Mq NO. OF 20 AMP CIRCUITS ( 3 )x 1500 WATTS...... 4500 y' o KEVIN M. ti FINN Gut LAUNDRYCIRCUITS 2 CIVIL M � No.3963 NO. OF LAUNDRY CIRCUITS ( 1 )x 1500 WATTS......= 1500 .S, IGAS RANGE ................................ 1500 FSS/ONALE a� APPROVER'S SEAL I ELECTRIC WATER HEATER ...... 5600 PFS Corporation IDISHWASHER ................................................= 1500 Northeast Region ___ -_ w . _—_ __ _ _ , . _- - - _ -- -_7 APPROVED DIRYER ............................... ........................................I.......= 5600 _ I FURNACE ................................................= 2200 App 1/30/mi royal limited to d I I VENT FAN .............................. ............... ........... .......... ........ ........ ......... 1000 T TOTAL = 2791.2 I FIRST 10 KVA @ 100%.............................................= 10000 40 % OF REMAINING LOAD......................................= 7164.8 TITLE: ELECTRIC LOAD I TOTAL = 17165 CALCULATION MODEL: ELECTRIC SPACE HEATING (worst condition) Q-28879 0 Ft x 250 W/Ft .........................= 0 WATTS 36x50 TWO STORY 40 % OF HEAT............................= 0 WATTS DATE:01-24-20 SCALE:NTS DRAWN BY:MF CHECKED BY: ELECTRIC B/B..........= 0 BUILDER:PRO-MOD CUSTOMER:FLANAGAN STATE:MA TOTAL = 17165 WIND:140 VULT ROOF:7112 16 D.C. 60 PSF FLOOR:2x10 SPF#2 @ 16"O.C. FILE NAME:0-28879 SHEET NO.: TOTAL LOAD ........= 17164.8 / 240 WATTS................= 71.52 EP-201 PAGE: 200 AMP PANEL DROPPED TO BSMT PROPRIETARY AND C THESE OAAi\9FlGS,ANp$PECIFIGATOWSTIOttS ARNTIAL ARE ORIGINAL, PROPAIETAPY,41dD COilFIDENTIAL I:.ATERI�.LS OF GHLMPIOIJ, COPYRIGHT,;IE76.2020 BY CHAIAPION LINE A RELEASE I ' I (3)SIMPSON CS16 STRAPS 60'•0" U I I L n g FROM 2ND STORY STUDS TO ON-SITE SHEARWALL TO BE:.DESIGNED FOR.7,850# JJJ 1 ST STORY STUDS. PROVIDE 50'-0" systems CONNECTION FROM 1ST - (2)SIMPSON CS16 STRAPS FROM 2ND CHAMPION HOME BUILDERS DIV.270 STORY STUDS TO STORY STUDS TO IST STORY STUDS q51 SOUTHERN AVE. HOMEAN BUILDERS PA 16270 FOUNDATION FOR 4,843# PROVIDE CONNECTION FROM 1ST 58 UPLIFT IN ADDITION TO ANY STORY STUDS TO FOUNDATION FOR UPLIFT FROM THE 1ST STORY ONSITE ONSITE ONSITE ONSITE ONSITE 1,994#UPLIFT IN ADDITION TO ANY WINDOW WINDOW 2X6 WALLS WINDOW WINDOW UPLIFT FROM THE I ST STORY N TYPICAL EXTERIOR WALL LOAD (FRONT AND REAR) (1,078 PLF), I DATE:Jan.27.20 I ENGINEERING MANAGER ENGINEER'S If ARCHITECT'S SEAL �AOFJW14- BUILDER RESPONSIBLE FOR PROVIDING FIRE GARAGE AREA J SEPARATION BETWEEN MODULAR UNrr AND I. y w J GARAGE BY STATE AND LOCAL CODES,TO BE NOT TO BE USED AS 50• o o KEVIN M. G c U) INSPECTED AND APPROVED BY THE LOCAL HABITABLE.SPACE O T- z FINN n cli AUTHORTIY. 42'-61,2 M 2 CIVIL OZX 3S-1" 7,309# I w .- No.39636 0 co QN 29•-6 7/8" 17,782# I = < 0 LL 24'-07/8' 11,351# I F- LL ��F QjIST� k V '� 11,351# I O ¢ Fs'r�ONA w wC� 18'-63/4" } (7 w Z F^ 42'-41/2" 19,072# I m w z (no5,856# 6 2 1/4" 00 C�. APPROVER'S SEAL r� W O� 5,856# I CO ' Z co w 9 13,396# r- -� r- -� r- -� D' r- -� 12,tO6N I J L ° ° PFS Corporation W W I I 1 I 1 Ig�q I I I I I I I 1 I J En w ~ O - 1--�-f- - - + -�--4- - - - - -�-�-I- - -�-1 - - ��_ - -I-�-I- - - - - ¢ ° Z I I I I 1 1 I I I � o z DD Northeast Region F- �- -J L---J J L---J L�--J. J L---J I —1 J l o w J wQJ APPROVED Q 6'-2,/4" 6'-2,l4" 6'-2114" 5-6 1/16" 5'-61l16" 5'•61/16" T•51/2" T-51/2" Z m N?)¢ H Rau 3 � � z P - 12.D„ I o° °Nw 1/30/20 _ R-13 F.G.INSUL. HEAT DETECTOR ON SITE BY BUILDER I 1Ji W = Approval limited to LU wNAPOR BARRIER NSITE I w Fartory Built O w DOOR ASSUMED MIN. SOIL BEARING I o o o n F- CAPACITY=1500 PSF I z cn o Lu D: PROPOSED LAYOUT R•13 F.G.INSUL. z WALLS ONSITE BY BUILDER Z CD BOTTOM OF FOOTING SHALL BE PROVIDED I O O )¢Q WNAPOR BARRIER 3•9° o BELOW LOCAL FROST LINE. 1i 0- TYPE M OR S MORTAR. Z 3 BACKFILL AND TAMPING I � ON-SITE PER LOCAL CODE I z ONSITE 1ST FLOOR TO BE DESIGNED AND BUILT ONSITE BY BUILDER ( O DOOR ON-SITE SHEARWALL TO BE DESIGNED FOR 7,850# I a TITLE: MOM N ONSITE ONSITE ONSITE ONSITE (2)SIMPSON C516 STRAPS FROM 2ND ONSITE FOUNDATION (3)SIMPSON CS16 STRAPS WINDOW WINDOW 2X6 WALLS WINDOW STORY STUDS TO 1ST STORY STUDS. WINDOW FROM 2ND STORY STUDS TO R•21 F.G.INSUL. PROVIDE CONNECTION FROM 1ST 1ST STORY STUDS. PROVIDE wNAPOR BARRIER . STORY STUDS TO FOUNDATION FOR CONNECTION FROM 1ST 1,994#UPLIFT IN ADDITION TO ANY STORY STUDS TO FRONT UPLIFT FROM THE 1ST.STORY MODEL: FOUNDATION FOR 4.843# UPLIFT IN ADDITION TO ANY LINE B Q-28879 UPLIFT FROM THE 1ST STORY 30x5O TWO STORY DATE:01-27.20 SCALE:NTS IMPORTANT NOTE NOTE: COLUMN SPACING DESIGNED FOR 2x10 RAILS. BRAPF CHECKED BY: BUILD ER:ER:PRRO-MOD FOUNDATION PLAN: NOTE: NOTE: CUSTOMER:FLANAGAN THIS DRAWING IS PROVIDED FOR LENGTH AND WIDTH DIMENSIONS ARE TO STUD ONLY STATE:MA DIMENSIONAL AND LOAD PURPOSES THE FINAL DESIGN FOR ALL PRE-SITE WORK r DENOTES ADDITIONAL FOOTINGS WIND:140 VULT 8 REQUIRED WITH THE SET-UP&INSTALLATION ONLY.WALL AND FOOTING SIZES& ROOF: 16 O.C. 60 PSF OF THE UNITS SHALL BE PREPARED BY A REINFORCING FOR THE IS COLUMNS REQ'D FOR LARGE OPENINGS IN MATING WALL FLOOR:2x10 SPF#2 @ 16"O.C. P.E.OR R.A. PROVIDED BY OTHERS, FILENAME:CH270•028879 01-27.2020 DAK SHEET IN THIS DRAWING IS A TRUE FOOTPRINT OF THE UNIT SPECIFIC TO THE SAID UNIT FOUNDATION.DRAINAGE AND DAMP PROOFING TO CONFORM TO STATE& LOCAL CODES.ALL ELECTRICAL 8 MECHANICAL CONSTRUCTION TO CONFORM TO STATE&LOCAL CODES.BASEMENT WALLS OR CEILING MUST BE INSULATED S P-101 PER IECC REQUIREMENTS.MINIMUM 6"FROM GRADE TO BOTTOM OF SIDENG.PURCHASER IS RESPONSIBLE FOR SERVICE ENTRY CONNECTIONS&ON-SITE TESTING AS PER REQUIRED BY LOCAL JURISDICTION.FOUNDATION DRAWINGS MAY NEED TO-BE SEALED BY A P.E.WHERE REQUIRED BY LOCAL JURISDICTION. PAGE: FOUNDATION DRAWN IqtIT!{,!p'THICK WALLS. PROPRIETARY AND CONFIDENTIAL THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL. PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAI.IPION COPYRIGHT t 1976.2020 8Y CHAMPION RELEASE bull ing Syss t eNmEsILDERS DIV.270 451 SOUTHERN AVE. STRATTANVILLE;PA 16258 a , DATE:Jan.27.20 ENGINEERING MANAGER ELEVATION FOR ILLUSTRATION ONLY NOT TO BE SCALED ENGINE TECT'SSEAL NOTES: 1.EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD 3.STOOPS,STAIRS.HANDRAILS.GUTTERS,DOWNSPOUTS 6.VINYL SHUTTERS ARE OPTIONAL 8.BOTTOM ROW OF SIDING IS SHIPPED LOOSE AND �j N OF MqS INSTALLATION BY OTHERS TO PRE-WIRED BOX. AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY 6.THE NUMBER OF WINDOWS WILL VARY ACCORDING TO INSTALLED BY BUILDER ON SITE �Q s 2.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD OTHERS IN ACCORDANCE WITH STATE AND LOCAL CODES. INDIVIDUAL FLOOR PLAN. 1, 9 INSTALLATION BY OTHERS. 4.SIDING SHOWN IS 4/4 VINYL,VENTED VINYL SOFFIT 7.MASONRY VENEER OR OTHER FOUNDATION SIDING IS = KEVIN 8 ALUMINUM FACIA FURNISHED AND INSTALLED BY OTHERS. FINN G ROOF TRUSS IS DESIGNED TO SUPPORT 5 PSF CIVIL M MAX ADD'L DEAD LOAD FOR POTENTIAL SOLAR N0.39636 �-4 N RIDGE VENT SHIP-LOOSE 8 PANELS.SOLAR PANELS MUST BE INSTALLED PARALLEL INSTALLED BY BUILDER TO ROOF SLOPE w/MAX VERTICAL OFFSET OF 12" .O (MUST COVER 60%OF RIDGE) 'PQ/ST — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - -� FSS/ONAL /U I - APPROVER'S SEAL PFS Corporation I 1 • Northeast Region - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPROVED = FINISHEDCEILING H Raup - 3 . HIP ROOF PROVIDED AND 1�3O�ZO \ INSTALLED BY BUILDERto r \\ Approval limited Rtiolf Portion Eactory- - m 0 LL 0 O \\ t- FINISHED FLOOR - - - - - - - - - - - - - - - - - - - - - - — — — — -- - - - - IE = = =— __ —_ - - - - - _ _- - - - - - - - - - - - - - - - - -- - -_ _- -_ - - - - - - - - - - - - — - - TITLE: W IE = = = = = == = = .4'--' FRONT ELEVATION — :LL==IF��IA 11 tlIC - - - - - - - - - - - — _ —_ —_ —_ == = E31 1E= = - - _ _ _ _ - - - - -Iln 11 011- -_ — _- -_ - -_ - - - - - - - -_ = �1 MODEL: _ _ _ = _ = == �;&..IP6�;1 = = = -_ =__ - - - - - - - - -_ - - _ _ _ _ _ Q-28879 1EC — =1 9 it, — — — — — —_ —_ —_ —_ —_ _— _— —_ — —_ — — — —_ _— = _= —'— —_ = = — = ____ — — — — — — — E3 1 30x50 TWO STORY - - -_ —_ —_ —_ —_ —_ —_ —_ —_ —IIA 11 AII- - - = - - - - - - - - - - — — — — — — — — — — — — — - - - - - - - - - - - - - �"-f 7'7'�"7'T'7'7'7 7'7' 1��6,�1H__-_: •H7 -T"7.7.7.7 7'_"77-7--7'7'7T`77-7-'7_7'7_7-7_7'7'7_7'777'7'7_77_7-7'7'7'7 7'7' DATE:01-24-20 SCALE:NTS _ = _ = = = = = = = = = = 11 IL = = = = = _ _ _ _ _ _ _ _ _ _,_ = = = = = 2 = = = = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ = DRAWN BY:MF CHECKED BY: GRADE I—I—I—I—I—I—I—I—I_1—I—I-I—It_----=! I—I—I-1—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—i—I-I—I—I—I—I—I—I—I—I—I_I—I—I—I-1-1—I—I—I—I-1—0 BUILDER:PRO-MOD CUSTOMER:FLANAGAN FRONT ELEVATION STATE:MA ACCESS TO GRADE ONSITE BY OTHERS " WIND:140VULT ROOF:7112 16 O.C. 60 PSF FLOOR:2x10 SPF#2 @ 16-O.C. FILENAME:0.28879 SHEET NO.: AE-101 PAGE: PROPRIETARY AND CONFIDENTIAL THESE OR AaMNGS AND SPECIFICATIONS ARE ORIGW.4l. PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAMPION. _. COPYRIGHT c IS76-2020 aY CHAMPION RELEASE lh Wull Ong S J stem t eNmEsILDERS DIV.270 451 SOUTHERN AVE. STRATTMW E,PA 16258 DATE:Jan.27.20 ELEVATION FOR ILLUSTRATION ONLY NOT TO.BE SCALED ENGINEERING MANAGER NOTES: S:VINYL SHUTTERS ARE OPTIONAL S.BOTTOM ROW OF SIDING IS SHIPPED LOOSE AND ENGINEER'S/ARCHITECT'S SEAL 1.EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD 3.STOOPS,STAIRS,HANDRAILS,GUTTERS.DOWNSPOUTS INSTALLATION BY OTHERS TO PRE-WIRED BOX. AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY 6.THE NUMBER OF WINDOWS WILL VARY ACCORDING TO INSTALLED BY BUILDER ON SITE OF MASS9 2.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD OTHERS IN ACCORDANCE WITH STATE AND LOCAL CODES. INDIVIDUAL FLOOR PLAN. INSTALLATION BY OTHERS. 4.SIDING SHOWN IS 4/4 VINYL,VENTED VINYL SOFFIT 7.MASONRY VENEER OR OTHER FOUNDATION SIDING IS 8 ALUMINUM FACIA FURNISHED AND INSTALLED BY OTHERS. O KEVIN FINN U RIDGE VENT S ROOF TRUSS IS DESIGNED TO SUPPORT 5 PSF - 1 MAX ADD'L DEAD LOAD FOR POTENTIAL SOLAR � PANELS.SOLAR PANELS MUST BE INSTALLED PARALLEL INSTALLED B BY Y BUILDER SHIP-LOOSE o No.39636 CIVIL. UIL y TO ROOF SLOPE wl MAX VERTICAL OFFSET OF/2" (MUST COVER 60%OF RIDGE) — — — — — — — — — — - - - - - - - - - - A�D��G�ST n NAL SITE INSTALLED'���I I APPROVER'S SEAL SITE INSTALLED I SOLA-TUBE I I SOLA-TUBE I I I 1 I PFS Corporation I I I 1 Northeast Region L- — — — — — — — — — — — -J L- - - - - - - - - - - - - J L — — — — — _ _ _ — — — — — — — - FINISHED CEILING APPROVED H Raup - 3 1/30/20 HIP ROOF PROVIDED AND. //� ® INSTALLED BY BUILDER / cc A 60 3 �� ui Cc o = 0 t-- - U N Z LL J 0 0 FINISHED FLOOR / J / Q _ _ _ _ _ _ _ _ _ ___ __ _ _ _ _ _ _ _ = = �1 IE = = = = = = = = = = - - - - - =_ _ _ _ _ _ _ _ = _ =_ _ __ _ - - - - - = =_ = = = = = - - - - = == = = �1 TITREAR ELEVATION _ _ _ _ _ _ _ _ = =_ = =_ / = = = = = / = _ = = = E31 w j ICE = _ _ _ __ __ __ = E31 IC = — —_ —_ — — _— E31 MODEL: = = = - =_ =_ =_ _ _= =_ =_ =_ = = = _=_ �! Q-28879 Ic _ _ - - - - - - - - - - - - - — 30x50TWOSTORY IE _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — DATE:01-24-20 SCALE:NTS ? 7 r - 7T T TT T T ? T T T TTTT T DRAWN BY:MF CHECKED BY : 7.7.7.7.7.7.7. _ r - rT.T., ?- �-.T �.7 BUILDER:PRO-MOD I—C I— —I— —I—I— —I—I—I—I— — — — — — — _ I— — — — — — — — — —I— — — — — CUSTOMER:FLANAGAN — — — — — — — — — STATE:MA REAR ELEVATION WIND:140 VULT PSF ACCESS TO GRADE ONSITE BY OTHERS FLROOF:R2 i60.C. 16" FLOOR:2x/0 SPF112 Q 16"O.C. FILENAME:O-28879 SHEET NO.: AE-102 PAGE: PROPRIETARY AND CONFIDENTIAL THESE.DRL%�gNGS AND SPEGFIG.4TIOIJS ARE ORIGIN4L PRCPRIETAPY ANC COtJFIDENTIAL KIATEFZ14LS OF CHAMPION, COPYRIGHT a 14 TS-MM 6Y CHAMPION RELEASE buil ing s ys t CHAMeNmE�ILDERSDIV.270 451 SOUTHERN AVE. STRATTANNLLE.PA 16258 DATE:Jan.27,20 ENGINEERING MANAGER ENGINEER'S!A Cf I _ T"S SEAL 0 F Mgss90 ELEVATION FOR ILLUSTRATION ONLY NOT TO BE SCALED KEVIN NOTES; 1.EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD 1.STOOPS,STAIRS,HANDRAILS.GUTTERS,DOWNSPOUTS 5.VINYL SHUTTERS ARE OPTIONAL S.BOTTOM ROW OF SIDING IS SHIPPED LOOSE AND � FINN m INSTALLATION BY OTHERS TO PRE-WIRED BOX. AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED ES 6.THE NUMBER OF WINDOWS WILL VARY ACCORDING TO INSTALLED BY BUILDER ON SITE CIVIL 2.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD OTHERS IN ACCORDANCE W1TM STATE AND LOCAL CODES. INDIVIDUAL FLOOR PLAN. O No.396 4.SIDING SHOWN IS 44 VINYL.VENTED VINYL SOFFIT 7.MASON INSTALLATION BY OTHERS. RY VENEER OR OTHER FOUNDATION SIDING IS 8 ALUMINUM FACIA FURNISHEO AND INSTALLED BY OTHERS. 9 .O RIDGE VENT SHIP-LOOSE 8 �OF SGIST RIDGE VENT SHIP-LOOSE 8 INSTALLED BY BUILDER SION 4 INSTALLED BY BUILDER (MUST COVER 60%.OF RIDGE) (MUST COVER 609'.OF RIDGE) APPROVER'S SEAL PFS Corporation 7 Northeast Region - APPROVED H Raup - 3 = FINISHEOCEILING � 1/30/20 FINISHED CEILING r j Approval limited to Factory Built Portion x s Q 4 N 3 MODIFICATIONS b 3 HIP ROOF PROVIDED AND Lcc INSTALLED BY BUILDER Y j A / a c O O r e U u LL / LLO p FINISHED FLOOR �FINISHED FLOOR � — �/_ ——————— ——_——_————_——__——_—_—_—_——_———_ ——_———_ O f�---- _--_-- -- ---- S IE==----------- -- --_—_— --_--_--E31 IE=====--=-===--=--=-=----====�I - ------------------------ __ --_-- __ __ IE=_=-------------------------- _ __________ ____ IE====___=====rr== ___=___=====�1 IE===== ==____ =========____ C_-_-_--_-_- ------- I�—I IF==41 fF==RI fF==411F==911___—j fF==al fF==41 fF==91 1F==:A fF==41 1—__E3 1 I C-—————— — I;P�Ir'a' ==__________ 1 w TITS I DE ELEVATION S II IIII IIII IIII III----I II lilt 11 II IIII II 11 II I--- C ------ — 0.�lod ---------- b I�'�==��__ �=_=311t__311— _=11 =_311t__311t_=311t__311t__31 I—==E3I IC—_— _I,P'9P'91 _ --- I�IF,7�—�I IF,n—�I IFi7—:I 16r_iT===—f IF,r—�I IF,�—�I I��—�I IS'i77—�f IF,r—�I 1——_—�I _—————— III 11 IG 11 Ili lilt, N IY/ III———=1 IV II IYr II IYi II Ily H Ili II I E__—_—_—————____I,1 1 I 1 I�— 1_=� �——_�I I I-.—— —— — ————Il —————— — I - -----i--_--h—__ 1--- --- r-1r'1 --- IF--aI _ IF==�1 IF==�1 IF=—�I IF==�I — ——.—I, IC=———————--——�i. MODEL: III 1111 1111 IIII III---=1 II IIII IIII HII II11 III===E3I IE _ _-___==-1,1 01 1IF----------_--- Q-28879 It==31 It_=_31�_-- —q IC------------ fF=—� ==�I fF==a11F==a L 1 L f5:qI IF==� IF==�IF==�IF I L 1 L L 1 L L 1 1 11 L 1 L L L�I�.���It L L 1 1-1 1 L L L 1 L L L "I"1I H11 H11 IIII 11� , I I I 11 till II II If II II II II �i I I I I I I I I I I I 1 I I I I�` 1�1=1=1=I=I=I=I=I=I=I=I=I=I=I GRADE 30x50TWOSTORY -III :&1�__��__��__.��=S=-LL_� �=_3I tt_:u It=_3I It_u__= GRADE ___.._________ DATE: SLA SIDE ELEVATION SIDE.ELEVATION HECCKED KED BY: ACCESS TO GRADE ONSITE BY OTHERS DRA\NN BY:MF C ACCESS TO GRADE ONSITE BY OTHERS BUILDER:PRO-MOD CUSTOMER:FLANAGAN STATE:MA WIND:140 VULT ROOF:7112 16 O.C. 60 PSF FLOOR:2x10 SPF#2 @ 16"O.C. FILENAME:0-28879 SHEET NO:: AE-103 PAGE: PROPRIETARY AND CONFIDENTIAL THESE DRAT"r IGS.AND SPECIFICA7I0I16 ARE ORIGINAL, c'OPRIET.ARI AND CONFIDENTIAL IdATERIALS OF CHAMPION. COPYr IGHT o:IS76.20<0 B1'CHAMPIOW UPLIFT CONNECTIONS EXT WALL' RELEASE �neGtJ Root Truss to 2nd StoryWetl W Simpson Strang-Tie MTS20 (7)0.148rnx1.5in nmis in (/y� Stud Connection 234 ( Irucs and(7)0 148inxuin b U I I n `e3 Q 72 inoc nails in all surd J Simpson Strong-Tie,LSTA12 line A 23a pli 32 in a.c. LINE A S y S e m s CHAMPION HOME BUILDERS DIV.270 ho)acfa end Soto q51 SOUTHERN AVE. STRATTANVILLE,PA 16258 2nd SmrylRall (5 eatl�end or wap) lineB 234 PI! 32 in o.c, tT-a SB' N'.1 VB' RlslhlPsor4 c516 Swd l0 2nd 15'n 0' $,oryFloo, t31SIMPSON CS16 STRAPS FROM 2ND Band 'OSOIPLYovedap Ilne_7 479 pP 3mox STUDS STRAPS TO STORY STUDS Conner.6 7116 on STORY STUDS 7 1ST STORY STUDS 2 rows of 0.131'td.5'fiaila IST STORY STUDS 11,99441 (4,8439) ------ 2nd Story Floor Simpson Saong•Tis LSTA15 line A 153 pif 49mo.e. ) -- __, 1 I DATE.Jan.27,20 I -- Bondtolsl (12)0.1d8'4.5'neil6 S ; ( -�( o o i` -, (2)61h!PSOM I ENGINEERING MANAGER • _ , u4 LSTAIa STRAPS Story Wall Stud :v `, ') t2 0 ENGINEER'S/ARCHITECT'S SEAL 7 i (6 ca Ul end of soap) line_B 172 p0 48 in o.C. I 1 Comeetkin `.�___1--'—"/'"-`• 1 1 1 a FROM TO 0 • 2nd Sm Floor Simpson Sron Tie L^uTAt6 Ime 1 679 f -_- I I ' 1 z m a:O STUDS TO DBL I 0 © -� ' I o' FUR JOIST(1,0640) I y„ N P 9- _ W 1B In o.t I I I on o w a2 A,A Band to l al ® z w n 'a7•T (t2)O.IaBS2.5'naile I .�© I I I o ea, OF • SmryWell SNd (6o°chondols°ap) t---- I I I "qq IF connection I-- - 1--- $S$3 UPLIFT CONNECTIONS MATE WALL: _J ) g o�0 9n k O o: CONTINUE FIOOR I 7 4° �� Rool Trues to 2nd$lo1y Wnll Simpson St,ong•T,o LSTA12 (10)0.148WS'nails I I l -I $CT" JOr5t85HEATHING TO 1 `} 264 p0 I 5 U IST$TORT'ENDWALL I O KEVIN M. G Stud Connortion (5 each and of strap) - - I 0 > FINN N @4 32 in a.c. j i I ia� I o g CIVI r'1 • 2nd SIa,yN'all Stud l0 2nd Simpson Strong-Tio LSTA12 (10)0 1411m 4.5in nails I I I ; rt a g I z P. 0 No.3 6 Story Floor Bend Connection 1 Pit on (5 each and of asap) 32 in o.c, L'--` 1 ' `d$ A GIs SHEAR WALL SPECS: r-- H 74rOM-0.13r,4.5•nah R`<w CV I �FSS/p EN 2nd8on•l1'atl•linr�l TYo.e pao MLrR170c, N_ <Z I I ti3F W I Ssl pit 6dO,O0iag(SmFriar)-dol sladl Pafora,d 7f.:>x9seam! W _ II 1 61 0 0. — — AP 7.IC 0�lY 0,131°.�1,$•nails ti 2ndSar,',l'dl.line2 Z m PFS Corporation 3ISpIP 'db'o,c papel edgrot lY o•t. sys II y J ---------- P°YoraM Geld nroung edop J _ I 2nl Ston'q'ag-Ed!A 7,6'D`J1 p•6.131'x2.i•nits I® II I so Northeast Region 77 pit .�C ox PX10 OF S I:•o.c. 3_ perforatedfrldrslina(eardpA .___ oo APPROVED P ?.16*O,S3 H Raup — 3 H+O,131'x25'aate ` 2a13alY,Yall.line_B 7.1 aa � II b I 126 pl(' j^i 6'o,c Pxld Mg do 12'o,c. per mrant find ciGng(w:r+m) KW II JOIST&SHEATHING TO I 2,y 1/30/20 9 CONTINUE FLOOR I 3 1 OVERTURNING CONNECTIONS: cc k S i c6 IST STORY ENDYiALL I r 2nd storyhloaulelalsl ,a ° II H Approval limited to Sloryhb0u+e-ane t (2)Simp5on Strong•Tle Factory Built Portion 484311) CS1650 s (22)lod nags ea strap o QJ 4 > LRO Ie ALL MODIFICATIONS 2nd St xyhwd ne 10 t st C FROM WALL Story6lbaule-line 2 (2)Slmpson Strong•Tle ir1 FURJ IS 01.0 19941b CS16 straps (22)10tl nails ea strap FUR JOIST(1.9044j I (2)$l1.IPSON CS is ` 2nd StarylM°Ule to 1 at (3)SIMPSON CS 16 STRAPS FROM 2NO Story-lineA Deatl Load of Structure is STRAPS FROM 2ND STORY STUDS TO OK Sufficient to Resist 0 STORY STUDS TO 1ST STORY STUDS - O.RINInmgLOatl IST STORY STUDS 7•.Y 4'•1 v8' 5'•T 2'•5 Not• it,ggan) WINDOW GUARDS ON-SITE PER R312.2IF: WINDOW SILL UNDER 24"ABOVE FINISHED 50 FLOOR AND 2nd SIVY1.10OUie 101 St Sloryl•loaue-one B Dead Load of Sau.11xe is LINE B -WINDOW OPENING MORE THAN 72"ABOVE OI( Sufficient toRes(si o FINISHED GRADE. OverNming Load TITLE: SLIDING CONNECTIONS: S H EA R WA L L PLAN RoorloWan Plate 0131.43'loenall5 COrmedlan 17810 1/A SHEATHING CONNECTIONS: 0.131"r.30"Walls m Ena LtA1Pl ROOF. MODEL: TOPPlate IOSNDS B Ba(tom 17015 Gran. NA 228 Pp 0;]f-QC salsa:G o c Panel 1 1-28879 Plate to Styes edge nam0 and 12'o c liold VC 3 per slua Roofshea01c9 7116'OSB(Urolocked) ralYlg 30x5O TWO STORY C.131•00'flails Shoo, 0VE"N(3S . B30on1 Plate h7 ROD, 134 pit GA 6 in o.c..edge d held DATE:01.27.20 SCALE:3/16"=1'-0" IIinac. 0,131.`2.5'nadsat TOP PLATE SPLICE LIMITATIONS: DRAWN BY:MF CHECKED BY: Well Shrathmg 51 pit BUILDER:PRO-MOD Truss Bottom Cnoto or I116'OS8 4', c panel edge nailing o131's3o'ransro°° Ronshea,Woll salon a°d,z°'°field raling Minimum splice lap.where splices are allowed= 4 R CUSTOMER:FLANAGAN Ceiling lasllO EnalYail top 22b PII Pima @ 5 m ct 2,°Floor 263 p0 0.131'a2.5'nails a16'o,c Double 2+6 top Plate•r4o STATE:MA Simpson ROong•Tie LTIP4 Floor Si,eaNing S'6in OSB(Urblocked) panel edge tastevng and Splices 12'o.e heta fastening 685718 WIND:140 VULT 2na St°ryb isi Story' 447p11 @ 12 in O: (12)0.13lin s I t2m nails Shaer Endwalls ROOF:7/12 16 O.C. 60 PSF Connection-:me-1 ON SITE ROOF CONNECTIONS: FLOOR:2x10 SPF#2 @ 16"O.C. TRUSS HMD25802 2nd Floor Dou6ta 216 Top Plate-Wah S;sgger 2 rows of FILENAME:CH270.028879 01-27.2020 OAK 0131'x 3'toenails @ g in oc 2na Story to Isl Story 157 II bin IX: 1114 Splices 3131•x3 Vida la SHEET NO.: Connection-ilne Aa iine_B p @ 1 t14'>•,20 ga steel strap ut'Q)0.13lx2.5'nails eac�end d(2) S,dowell, 1535111 /�Ridge Connedicn'6' 0 t3l'x30'Mill load S�/{r-101 2nd Flag EncwaU Ltateline- ToPPIP3etoTo PlateF (12)01 8in1:2 S•n nails r•• CegingRantoceihngRiat 3U8old 29mpsonLSTA3USoaps earn strap RlpConnccuon'S' S tl4'h20g3 steel str:31*j,7)0.131x2.., Hats each ecdb(2) across u3teere 0.:3t'x30'Haas iced BUILT UP COLUMN CONNECTIONS: PAGE: 2nd Roar Enewat Mateline• I Connection made with 0,131"x 3.0" Nails Floor Rim to Floor Rlm 30861G 29mpson L5TAA35traps ! (2gOt4&nx25A nplls tneewag Coanea,o,'9' I Ua'x20 got s;,eel strap 4r.p)O s31s2.5'na%K each Ontlb(3) PROPRIETARY AND CONFIDENTIAL e:Rimorass t.tFloor f) earn 508p 0'31'r.3.0'nails toed Required Spacing for two rows staggered= 9 in O.C. THESE DRAWINGS AND SPECIFIDATIDW9 ARE ORIGINAL. PROPRIETARY AND CONFIDENTIAL 6tATERIALS OF CnnruPlOw. COPYRIGHT a 1976,2020 BY CHAMPION RELEASE TRUSS HMD258:02 @16" O.C. b u�il In g MLIO) J t PINE BUILDERS DIV.270N {O, ` 451 SOUTHERN AVE. STRATTAWLLE,PA 16258 RIDGE VENT o.ura•n,u. S-a.C.InN I,1 o.l2nrn,/, DATE:Jan.27:.20 1,5-s299,,tt,Pill --) (5)0.1 W1 1.5-Iwl,P.,end .qT k ENGINEERING MANAG ENGINEER'S 0112 TOP FLIP CONIIECTI011 DETAIL 4(2)FA NAILS `` A (210.t21 x7 VA•lU1L RUSMEeT1io1GW.1 2°•s 259,.al,.pendiS IC INSIA ED) KEVIN,AN�. FINNCIVILKHEEWALL TO KIIIG POST DETAIL g� 7 pH J'$CRE1V No.39636 -, �C• .INTO EA.STUD !_ �� h .FLIP OV RHAIIG DETAIL FIBERGLASS or ASPHALT SHINGLES - 4,c �'�ST 15#UNDERLAYMENT 7/16"O.S.B.or PLYWOOD R 1 PO INSUL. _ �a v wNAPOR BARRIER � ICE SHIELD uJ x = x o to o_ _ FINISHED CEILING H Al PROVER'"RAt 2x6 FASCIA BD..— 2 PFS Corporation 5/6"GYP. DBL 2x4 TOP PLATE Q Northeast Region VENTED SOFFIT I R-30-F.G.-INSU F- 1/2"GYP. wNAPOR BARRIER ~' APPROVED DBL.2x6 SP.F#2 TOP PLATE 2X6 STUD 16"o.c. Y. BUILDING WRAP CC H Raup - 3 G PER ASTMD226 2x4 STUD 16'o.c, o o �. 1/30/20 VINYL SIDING;T1-11, 1/2"GYP 6"O.S.B.OR PLYWOOD "' p CEDAR LAP or BRICK BY o o Approval limited to v OTHERS R-21 F.G.INSUL. N v Factory Built Portion BARRIER 19/32 or 23/32 OSB PLYWOOD U.la 6"O.S.B or PLYWOOD 2x4 BOTTOM PLATE . . .or LL R 30 F.G.INSUL; 14'-2" O MODIFICATIONS p 2x6 BOTTOM PLATE w/VAPOR BARRIER � FINISHED FLOOR � DBL 2x10 2x10.JOIST 16"o.c. (2)2x10 SYP#2 15'4 1 ST FLOOR WALLS.TO.BE INSULATED wi MIN: TITLE: R-21 INSULATION ONSITE COLUMNS OR PIERS BY OTHERS GROSS q BY THE BUILDER b SEE FOUNDATION PLAN FOR SPACING; SECTION ION NOTE: SEE PAGE AS-201 1ST FLOOR DESIGN&. FOR CROSS SECTION CONSTRUCTION CONNECTIONS. BY OTHERS MODE: Q-28879 30x50'TWO STORY FOUNDATION DESIGN& DATE:01-24-20: SCALE:NTS CONSTRUCTION DRAWN BY:MF CHECKED BY: BY OTHERS BUILDER:PRO-MOD CONCRETE FLOOR BY OTHERS m GRADE; CUSTOMER:FLANAGAN STATE:MA WIND:140 VULT ROOF:7/12 16 O.C. 60 PSF FLOOR:200 SPF#2 a 16"O.C. FILENAME:0-28879 SHEET NO.:, AS-101 PAGE: PROPRIETARY AND CONFIDENTIAL -THESE pRAK1'IwGS ANO.SPECIFICATIOIaS ARE ORIt°'INAL PROPRIETARY:AM CONFIDENTIAL LIATER'AL'OF CHF IPl^k COPYRIGHT c IF76.202C 8f CHAM;'10N RELEASE bull ing S J s t eNmEsILDERS DIV.270 451 SOUTHERN AVE. STRATTANVILLE,PA 16258 FACTORY INSTALLED EA MODULE 2x STUDS SIMPSON LSTA12 @ 48"O.C.-USE (5).148"x2.5"NAILS IN STUDS AND BOTTOM PLATE TO STUD CONNECTION (5).148"x2.5"NAILS IN GIRDER 7/16"OSB SHTG TO STUD (3).131"x3"NAILS THRU PLATE INTO ENDGRAIN DATE:Jan.27,20 .131"x2.5"NAILS 6"O,C.EDGES,12"O.C.FIELD. OPTIONAL GAP BETWEEN MODULES 1 2x STUDS-08L MATE WALL ENGINEERING MANAGER OR 7116"xl 1/2"xl6 GA STAPLES 1/2"MAX.GAP MUST BE PACKED WITH BOTTOM PLATE TO STUD CONNECTION. 3"O.C.EDGES,6"O.C.FIELD SOLID WOOD BLOCKING AT ALL ENGINEER'S/ARCHITECT'S SEAL 2x BOTTOM PLATE TO FLOOR CONNECTION LAG/BOLT LOCATIONS. (2).131"x3"NAILS THRU PLATE INTO ENDGRAIN .131 x 3"-12"O.C.FACE NAIL 19/32"O.S.B.T&G FLOOR DECKING OR 2x BOTTOM PLATE TO FLOOR CONNECTION 7116"OSB SHTG TO FLOOR BETTER W/.131"x2.5"NAILS @6"O.C. N OF M 19/32"O.S.B.TSG FLOOR DECKING OR 131 x 3"-12"O.C.FACE NAIL �,� .Q ' PERIMETER STAGGER(2)ROWS EDGES,12"O.C.FIELD NAILING P `rS .131"x2.5"NAILS @14"O.C.OR BETTER W/.131"x2.5"NAILS @6"O.C. )2x FLOOR GIRDER MIN. 7/16"jK1 112"x16 GA STAPLES @7" EDGES.12"O.C.FIELD NAILING KEVIN M. O.C. 2x FLOOR JOTS T.FLOOR TRUSS 0 FINN yG / (2)2x PERIMETER BAND _,�i i CIVIL m .131"x3"TOENAILS @ 6"O.C. o No.3963 7/16"OSB SHTG TO SUPPORT PLATE )OR 7 6Vx 1 11/2"xl6 GA STAPLES O.C.@ " 2x FLOOR JOIST �OF�SS ONAt ENG\��� INSULATION W/V.B.PER INDIVIDUAL RES-CHECK ALL THREAD BOLT 4'O.C. APPROVER' - 2x6 MIN.P.T.SILL PLATE PERIMETER TO JOIST CONNECTION OR J"LAG @32"O.C. GIRDER TO JOIST CONNECTION pFS Corporatio n W/ALUM TERMITE SHIELD (3).131"x3"NAILS THRU MEMBER INTO OVER LENGTH OF MODULE • o (3).131"x3"NAILS THRU MEMBER INTO ENDGRAIN ENDGRAIN 2x LEDGER W1.131 x 3" a d MINERAL WOOL OR F18ERGLAS GATT Northeast Region (2)ROWS.131"x3"NAILS 32"O.C.AT TOP FACE NAILS @2"O.C. : d 1/2"ANCHOR BOLTS W/7"MIN EMBEDMENT INSTALLED ON-SITE AFTER MODULES SET AND BOTTOM AND STAGGERED. OR JOIST HANGERS @72"O.C.-MIN(2)REQUIRED EA SILL PLATE �• FOR FIRE STOPPING.ALTERNATE APPROVED SECTION,AND(1)WITHIN 3 1/2"MIN AND 12" FIRESTOPPING MATERIALS MUST MEET THE MAX FROM EACH END OF PLATE SECTION e c n REQUIREMENTS OF SECTION R602.8.1 H Raup - 3 1/30/20 Approval limited to OPTIONAL GAP BETWEEN MODULES Factory Built Portion 1-1/2' MAX, GAP MUST BE PACKED THIS SECTION ATTIC SHINGLES INSTALLED ANDFASTE PRE-MANUFACTURED TRUSS WITH SOLID WOOD BLOCKING AT ALL - PER MANUFACTURER'S INSTRUCTION MODIFICATIONS LAG/BOLT LOCATIONS FLOOR DECKING MAY BE FIELD SUPPLIED AND INSULATION W/V.B.PER 1/2' ALL THREAD BOLT INSTALLED.. FACTORY INSTALLED SIMPSON H2.5A OR EQUAL @16" INDIVIDUAL 48' O.C. OR 3/8' LAG @ FACTORY INSTALLED Q.C.MAx RES-CHECK -USE(5).131"x1.5"-NAILS IN ROOF AND(5).131"x1.5" 32' O.C. OVER LENGTH OF STRAP FROM CEILING RIM NAILS IN TOP PLATE MODULE TO STUD EACH SIDE OF OPT.WOOD STRIP NAILER TO TOP PLATE BETWEEN TRUSSES W/.148"x2.5"NAILS 8" _ _ _ _ _ _ MATELINE. STRAP SIZE D.C. EDGE NAILING AND SPACING PER CALCS PANELS@6"D. .OR .131"x2.5"NAILS @6"O.C.OR MANUAL SECTION 10 PG 7/16"x11/2"x16GA STAPLES @3"D.C. TITLE: 10.17.0 ALUMINUM DRIP EDGE CROSS SECTION (3) 0.131'x3' ENGRAIN (2) 0.131'x3' (2).131'X3"NAILS EACH JOIST CONNECTIONS NAILS FROM CLG. GIRDER TOENAILS FROM ALUMINUM FASCIA CLG JOIST TO CLG. JOISTA ROOF TO TOP PLATE MODEL: •SUB FASCIA (3).131"x3"TOENAILS FROM ROOF- Q-28879 TOP PLATE TO STUD TO TOP PLATE '30x5O TWO STORY CONNECTIONS (2) 0:131'x3' TOP PLATE TO TOP VENTED WOOD COMPRESSION STRIP MIN.1_" TS NAILS THRU PLATE INTO PLATE DATE:01-24-20 :HECKXALE: D CONNEC T I ON:0.131'X 3e F&J CHANNEL TOP PLATE TO TOP PLATE CONNECTION DRAWN BY:MF CHECKED BY: ENDGRAIN .131 x 3"-12"O.C.FACE NAIL BUILDER:PRO-MOD @ 12' O.C. FACE CUSTOMER:FLANAGAN NAIL 7/16"OSB SHTG TO TOP PLATE 2x STUDSMA PERIMETER-STAGGER(2)ROWS STATE: /1 WIND: 40 .131`'x2.5"NAILS @12"O.C.OR TOP PLATE TO STUD CONNECTIONS /1 VOLT 7116"xl 1/2"x16 GA STAPLES @6"O.C. (3).131"x3"NAILS THRU PLATE INTO ROOF:7 72 16 O.C. 60 ENDGRAIN FLOOR:2z/0 SPF#2 @ 16"6"O.C. FILENAME:0-28879 SHEET NO.: AS-201 PAGE: PROPRIETARY AND CONFIDENTIAL THESE DRA%'MNGS AND SPECIFICATIONS ARE ORIGINAL. PROPRIETARY AND CONFIDENTIAL LtATERIALS OF CHAlAPICN. COPYRIGHT C IP76.2020 EY CHAtAPION RELEASE IneW bull ing S J s t eNMESILDERSDIV.270 451 SOUTHERN AVE. STRATTANALLE.PA 16258 DATE:Jan.27.20 ENGINEERING MANAGER ENGINEER'S/ARCHITECT'S SEAL - °FMAS DOOR SCHEDULE ��P��" s9cti WINDOW SCHEDULE = KEVINM. SIZE7 GENERAL NOTES: 0 FINN ID „�,X IIHI DESCRIPTION LIGHT VENT MANUFACTURER U VALUE 1)APPLIANCE ELECTRICAL CIRCUIT _ CIVIL -4i WINDOW R/O SIZE AREA LIGHT VENT STEEL ANDERSEN, 20 SCHEDULE IS FOR REFERENCE ONLY.APPLIANCE o N0.39636 3 30.88 ft2 22.08 ft2 11.60 ft2 39 3'X6'-8" 0.5 20.00 MANUFACTURER'S SPECIFICATION REQUIREMENTS v / DBL 3046 77"x 57/" SIDE HINGED THERMATRU MAY PREEMPT THE SCHEDULE. w N DBL 24210 61"x 37%" 16.18 ft2 9.94 ft2 9.26 ft2 STEEL SNGL ANDERSEN, 2)LIGHT AND VENTILATION 7i II 3046 38 3 "x 57 3 " 15.54 ft2 11.04 ft2 5;80 ft2 39 3'X6'-8" SIDELIGHT< 2.3 THERMATRU CALCULATIONS ARE BASED ON MINIMUM SIDE HINGED v w W ' 3 " 3 " 8.06 ft2 4.97 ft2 2.63 k' SL WINDOW AND DOOR AREAS OFFERED. w � 24210 30 x 37/' _ ST FL ANDERSEN, > Q 24310 30 3 ' x 49 3 " 10.62 ft2 6.93 ft" 3.72 ft2 39 3'X6'-8" DBL S�DELIGHT 4.6 _ 3)TOTAL WINDOW AND DOOR AREA App > _ .. _ 2 2 ' Q6� SIDEHINGED THERMATRU INCLUDING ANY OPTIONAL WINDOWS > 2446 30 3 ' x 57 3/" 12.33 ft 8,24 ft 4.44 ft I ANDERSEN, PFS Corporation (!1 - STEEL AND DOORS ADDED MUST NOT EXCEED = 2852 34 3 11 x 65 3/ 15.86 ft2 11,17 ft2 5.96 ft' 35 2'8"X6'8" - - THERMATRU 20210 2614' x 37 3/4" 7.01 ft' 4,13 ft2 2.22 fN SIDE HINGED THE MAXIMUM ALLOWABLE FOR Northeast Region VINYL SLIDER SILVERLINE 29 COMPLIANCE WITH THE HEAT LOSS 3030 GLIDING 37 1/2"x 36 1/2" 9.50 ftZ 6.30 ft' 2.70 ft2 73 6'X6'-8" 32.4 15.56 THERMATRU REQUIREMENTS. APPROVED PATIO DOOR DBL 3046 77%"x 58Ye" 31.18 ft' 22.60 ft2 11.40 ft' VINYL SWINGER SILVERLINE 4)WHEN A GAS RANGE IS INSTALLED, H Raup - 3 DBL 2852 X/"x 66Y" 31.79 ft? 23.00 ft' 11.50 ft' PATIO DOOR 32.4 15.56 THE RECEPTACLE BEHIND THE RANGE O�! 69 75 6'X6'-8" THERMATRU MAYBE ON A GENERAL LIGHTING OR 1/30/20 W DBL 24210 01 Y."x 38Ya' 16.21 ftZ 10.2 ft' 5.06 ft' PORTABLE APPLIANCE CIRCUIT. w 3046 38 a"x se%" 15.69 ft2 11.30 ft2 5.70 ft2 39 3'X6'-8" FIRE DOOR - - THERMATRU 5)FLOOR PLANS MAY BE CONSTRUCTED Approval limited to Q �> 4854 34%"x ss%" 15.65 ft2 11.50 ft' 5.75 f12 AS A MIRROR IMAGE OF THAT Factory Built Portion a = 24z10 3o'/e'x39Ys" 8.17 ft2 5.10 ft2 2.53 ft2 35 2 81X6'_811 FIRE DOOR _ _ THERMATRU SHOWN ON THE APPROVED PLAN w DBL 3046 75%"x 57 e/e" 30.28 ft2 20.80 ft2 11.02 ft2 (END TO END/SIDE TO SIDE) MODIFICATIONS a m DBL zasz 67 Y"x 65 Va" 30.84 ft2 21.20 ft2 11.40 ft2 INTERIOR DOOR SCHEDULE 6)TOILET COMPARTMENTS TO BE 30" w DBL 24210 59%"x 37°%e" 15.58 ft2 9.00 ft' 4.80 ft2 (MIN)IN WIDTH WITH 15" FROM C/L 3046 38%"x 57�o' 15.34 ft2 10.40 ft2 5.51 ft2 SIZE MANUFACTURER OF STOOL TO NEAREST EDGE OF ID DESCRIPTION LIGHT VENT ENCLOSURE,TUB SIDE,ETC. „�.X„H,. 0� 2852 34%'•x65e&" 15.11 k2 10.60 ft' 5.70 ft' HOLLOW CORE MASONITE 7)HALLS TO BE 36"(MIN)WIDTH. a 24z,o 30%"x 37%e' 7.92 ft2 4.50 ft2 2.40 ft2 38 3'X6'-8" 6-PANEL - - DBL 2030C 48 Yz"x 36 Y2" 12.29 ft2 7.00 ft' 5.94 ft2 �On 1 2 , 2 HOLLPANEL MASONITE a� 2o3oc 24/: x 3s/: 14.42 ft 3.50 ft 2.97 ft 32 2'-6"X6'-8" 6-PANEL - - EGRESS HOLLOW CORE MASONITE EGRESS NOTE:NET CLEAR M 2448 25"x 49" 9.06 ft2 4.64 ft' 2.43 ft2 26 2'-6"X6'-8" 6-PA14EL - - NOTE'NET CLEAR OPENING OPENING OF 3050 TITLE: TYPICAL p u DBL 3661 73 1/2"x 62 31.65 ft' 24.42 ft' 11.98 ft2 OF 304s VlNoowS WINDOWS BARN DOOR EQUALS:3.6875"WIDE EOUALS:32.56"WIDE SCHEDULE Z J DBL 3036 62"x 37" 15.22 k2 11.10 ft2 5.50 ft' BARN 2'-6"X6'-8" ON TRACK - - 25.6875"HIGH 26.70"HIGH 3661 37"x 62" 15.93 ft2 12.21 ft2 5.99 ft2 Y j HOLLOW CORE MASONITE EGRESS MODEL: ------------- D 3608 37"x 9" 2.31 ft2 1.23 ft2 0.00 ft2 49 4'-1"X6'-8" SLIDER - - EGRESS Q-28879 NOTE,NET CLEAR OPENING NOTE:NET CLEAR �[ o N 24210 30 1/8"x 36 7/8" 8.06 ft2 4.46 ft' 2.58 ft2 OF 2852 WINDOWS OPENING OF 3658 EQUALS:29.153"VIDE WINDOWS 30x50 TWO STORY Ujw W DBL.3046 76 3/8"x 56 7/8" 30,70 ft2 20.62 ft' 5.16 ft2 29.00"HIGH EOUALS:33.31"WIDE oN 3046 38 1/8"x 56 7/8" 15.52 ft2 10.31 ft2 5.73 ft2 z5.4e"HIGH DRAWN-24-20 SCAIE:NTS a CTR6010 72 3/8"x 12 1/2" DRAWN BY:MF CHECKED BY: 6.37 ft2 2.94 ft' 0.00 k2 BUILDER:PRO-MOD CUSTOMER:FLANAGAN STATE:MA WIND:140 VULT ROOF:7/12 16 O.C. 60 PSF FLOOR:200 SPFA2 @ 16"O.C. FILE NAME:0.28879 SHEET NO.: TS-101 PAGE: PROPRIETARY AND CONFIDENTIAL THESE DRAMNGS AND SP'eWFICATl06ffi ARE ORIGINAL PROPRIETARY AI40 CONFIDENTIAL ILATERIALS OF CHAPIPICN COP1 RIGHT C 1576.2020 6T CHAMPION RELEASE 1?eGt� b u i I i�n'y�g s y s t eN HOME BUILDERS DIV.270 451 SOUTHERN AVE. STRATTANALLE,PA 16256 SEE NOTE#2 DATE:Jan.27,20 ENGINEERING MANAGER SEE NOTE#2 SEE NOTE#2 2"90 STREET ELL ENGINEER'S/ C I S SEAL 2"VTR N OF MA 2"D `sS 9C E 1 1/4"MIN.TAILPIECE FIXTURE TAIL PIECE KEVIN M. ti zr VTR. 2" 2., CIVIL o No.39636 y 1 1/4"x2" 2"P-TRAP 00 J • ADAPTER 2"SANI-TEE � 2"VWE+STREET 45 2„ -T ,. TYPICAL TUB/SHOWER s NAB - SAIJI - SEALING FUNCTION ® wvv 2"P-TRAP 2"P-TRAP 2"90 STREET ELL Z APPROVER'S SEAL 2"90 STREET ELL PFS Corporation AIR ADMITTANCE VALVE. (NOT FOR NJ,MA) OR VENT THRU ROOF. Northeast Region CONTINIOUS WASTE WASHER STANDPIPE TYPICAL SINGLE LAV. APPROVED 3' H Raup - 3 w SEE NOTE#2 P-TRAP MIN W OCL } 1/30/20ted to FLOOR LINE D- Approval limited 2"go STREET ELL - - - - - - - - - - Factory Built Portion w ---3"DIA.VENT TYPICAL ISLAND SINK MIN.24"ABOVE ROOF MODIFICATIONS FIXTURE TAIL PIECE J FLOOR DECKING — WAX RING 2"P-TRAP J 2"WYE+STREET 45 TYPICAL SHOWER TOILET FLANGE FLANGE FASTENED TO SEE NOTE#2 FLOOR w/NON COROSIVE NOTES: SCREWS TITLE: TYPICAL TODS ASH R 1.) ONE 2" DIA. FUTURE VENT REQ'D MAIN VENT AND WATER CLOSET PLUMBING AND MUST BE TAGGED & PLUGGED. MAIN VENT MUST EXTEND Z ABOVE ROOF MIN. MODEL: Q_28879 2"90 STREET ELL 2.) THIS VENT CONNECTS:TO`3" MAIN '30x50 TWO STORY 2"SANI-TEE VENT WITH 3x3x1 '1/2"TEE DATE:01-24-20 SCALE:NTS 11/2"CONTINUOUS WASTE/ DRAWN BY:MF CHECKED BY: 3:) ANTI-SCALD DEVICES MUST BE 5.) ALL WET VENTS SHALL BE 2" MIN. BUILDER:PRO-MOD CUSTOMER:FLANAGAN 2"P-TRAP-/ 2"DIA. INSTALLED ON ALL TUBS &_.SHOWERS STATE:MA 2"DIA. PER STATE CODE. WIND:140VULT ROOF:7/12 16 O.C. 60 PSF 4.) FIRESTOPPING PROVIDED AROUND ALL 6.)ALL WATER CLOSETS SHALL HAVE A MIN. 2"VENT. FLOOR:2x10SPF#2Q 16"O.C. TYPICAL KITCHEN. SINK SHFILEET NO:o-26a79 VENTS, PIPES, DUCTS,:CHIMNEYS AND SHEET NO.: w/OPT. DISHWASHER FIREPLACES AT CEILING/FLOOR LEVELS TP-101 PAGE: _PROPRIETARY AND CONFIDENTIAL 5 ARE FRTHESEDAtAHGSAWDSP'dFCMT1DER5O OF OPRIETARIA OOPYRIGHT c.18TG:020 FC,1H3A1HN.4PLI 81'CHwPION i I II i 1©I_51� it©1�51 _ I 12CmY!!v�l!"�tiiculi�ti:; I'!CIIIIII!II!11,9!If!II!II!illllillf l r7I I�IIII i I I I I .. '� � \ L1!C!�Ce6C841?!21fi r� C. 4l':J1111i'dl'.IAWLIUA6C1 (� o i I I Drawn 1 Flanagan ClIme1Pro-Mod Homes New Residence Manaaanate _ li Pro—Mod I I / I I 18 Constant Lane VraMngs for Illustration Purposes N � o 4'-4" 16'-4" 13'-31l2" —} 13'-31/2" 12'-q" � 283 DH 284 DH 284 DH 284 OH Co a 77777 ago II r-------------- S ? I HVAG 60 6AL AIR I I I I Z 4' COMP. I I P I I I I I o I I I L r z c g 0 I I I I yE I I I I UTILITY/BATH I I I I T-10'X 4-q^ I I I I co IW I I 5 I I> I I I Im I I z I la GARAGE I I I I m STORA6 E 55'-0"X 2q'-T - I� UNDER I l w I I h 5TAI R5 I I _- I II ------------ r M -------------- In 8060 I I 12 I I I OFFICE ir-11^xe'-9' I I I I O V E. 0 � 1'- I I I I L I I I m U P ry I I I I 'O -------------- 284 DH 3 70 264 DH 284 WH 284 DH 60' S 7ARAGE LL VELVEL/�" = 1" = 1' - 0" f 14'-11 3/4" 15-0 1/4" T-13/4" 15' " T-61/4" 804 284 DM MU I I I I I I I I I t Sect � . --- RAIL $ 1t1 • 8 — --- �I I "' f-----T------ -I-------- w 1 O o RAIL xz 111 1 m A OI --- j x I i x rn I a • Ill �-------' • 111 � ____ • III �X n �° � ( 1 maI rn = A A i rl ' P rn I z 70 1 ! Morn I A m X rn " o v to } m C C3 I r c p O 1 f9— a v 3 on zx� m r 11'-10 1/2" b 3'-1 1/4" 10 A o <Ju d• N I I - N f"11 + V13636 N8636 , �D11 1 I <II!to� N z x D I N b O J t_ 1 1 1 m A A w A I I _3 5152135R C52135l, ' w -i I rXm C� CQmil' I m A 2B6B Q to 1 I 7< x _1> • (11 m 55362133 i '953b 1 O rCr 1( I V - ' A > brn I Id b � X70 41 t c � 'aQJ �3 III n°'' a 11 I yNrn w I i l N M X XI in I I m 1;�CA r a, 111 III 1 I11 101-8" I ;tl ill 284 vrl 2Ba off 3'-1 5/4" 3'-2 1/4" 30, 1 Drawn Bye Flanagan Pro-Mod Homes New Residence Manage :: 3 Date Pocasset, MA Schematic Plan Note:Not For Construction I These ___ Pro-Mod Homes '174-560-8500 16 Constant Lane Drauings for Illustratlon Purposes Only Cotuit. MA MINI minim minim Mimi I Iloll ON Mimi I � I Ills t MMMI ' - - - - - --_ ED MEM Drawn By Flanagan clientPro-Mod Homes New Residence Manage /L*46h5 Date Pocasset, MA Schematic Plan Note:Not For Gonstrucdon/These Pro-Mod Homes -1-14-360-5500 18 Constant Lane Drauings for lllustretlon Purposes Only Cotuit. MA i I 1 ICI ICI =i= ICI ICI I�I�I ICI ICI S RI ICI ICI oil 11 ICI ICI I�I�I i�i ill I1�I Il � ICI a MIM iim iii wim iii MMIN O O = � N S � � N CL JIM ll !JM 40" 8"f" 11" 80 1/2"-16 5/8" 83 15/16" 40" 8„ l9" 58 3/8" 12 5/8" 80 1/2"—16 5/8" 84" LI 11 s I 12'-6 3/4' LI r-T-1 4 Drawn By: Flanagan ClIment Pro-Mod Homes New Residence Manager u Date Pocasset, MA Schematic Plan Note:Not For Gonstructlon/These Pro-Mod Homes 114-360-5500 18 Constant Lane Drauings for lllustretlonPuTosesOnly Cotuit. MA Y F�F �I. A f� j. � I .,l I r J ff + Jai s IN ?f Drawn By: Flanagan Clint Pro-Mod Homes New Residence Manager On DateIS Focasset, MA Schematic Plan Note:Not For Construction/These Pro-Mod Homes 774-360-5500 18 Constant Lane Drauings for Illustration Purposes Only Cotuit. MA i 51_� C�LRf7 1-i �2T I�Bs � s�ye251czAc� ��,v O r-4,✓—" . T2a5rn 2 v r- S� y, ,at, 3; �2 Pain (s�►t.v��8/� I Ck%a I rS a3 s 2r v rLs �� �_ �� �� a�`i�pc(cv�-as��S zo�1 ��F �Mn.2ro.p2 �� 2"=�y4�9`Q.�,w'L.�G �.�,► L/ �e1 `�p ,i•ny��2, T�2tti L w-u iL nL 2 —�e�0(L. � 000fly ,Lo os P A-c?/yc2c, I.l)I�A.L 1 I Locus Map Scale.- 1" = 600' .yR a SOIL LOGS ' it Op TIP No. 1 TP NO. 2 R z } GRAD� GIRD. EL. 66.2 GRD. EL. 66.2 PL�OOjkA .n.33 7 732 J } NONE TO 56.2 NONE TO 56.2 F / GW. EL. GW. EL. N / 1 ' 0 O/A/E 66.2 0 O/ALE 66.2 ADDITIONAL NOTES LOAMY SAND LOAMY SAND 10YR 4/3 10YR 4/3' E 6" 65.7 6" 65.7 ENS 17. LOCUS DOES NOT FALL WITHIN A SPECIAL FLOOD Bw Bw PR00 HAZARD ZONES AS SHOWN ON FEMA FLOOD ZONE MAP LOAMY SAND LOAMY SAND W E No: 25001 C-0543-J DATED 07/16/14. 10YR 5/6 10YR 5/6 A,, MAP 40 PARCEL 59 18. CONTRACTOR TO.COORDINATE ALL UTILITY CONNECTIONS ' �pP #9 PRUDENCE LANE � (TOWN WATER) CO (WATER, GAS, ELECTRIC) WITH RESPECTIVE UTILITY 22" 64.4 22" 64.4 x (BROKEN COMPANIES. o���Q ���� N 10§2 ICB DISK v O o FND S 5971'S0" E �Q50 W E o 65X911 65,9 80.05' s5Xs -i x DESIGN CALCULATIONSEXISNG c c 5P Q X EDGE IOF COARSE COARSE CLEARING MAILBOX SAND SAND S I SOIL TEXTURAL CLASS: CLASS I s. 65X7 te PERC. RATE: < 2 MINUTES/INCH 2.5Y 7/4 2.5Y 7/4'; Notes LO N0. OF BEDROOMS: 3 1. BENCHMARK: ELEVATION = 63.21 (NAVD88) DESIGN FLOW REQUIRED: 330 GPD CATCH BASIN RIM MAP 40 PARCEL 58 PROPOSED SEPTIC TANK REQUIRED: 1500 GALLONS 1 562 20" 120" 56.2 2. ALL CONSTRUCTION METHODS AND MATERIALS TO #23 PRUDENCE LANE , 65X9 PROPOSED DRIVEWAY WATER SERVICE SEPTIC TANK PROVIDED: 1500 GALLONS NO WATER NO WATER CONFORM TO TITLE V AND THE TOWN OF BARNSTABLE NO REDOX NO REDOX (TOWN WATER) a }o J (SEE NOTE 18) LEACHING SYSTEM: ryh �^ G BOARD OF HEALTH REGULATIONS. y .�°� �h ` 0,'�O � (4) LC-6 CONCRETE LEACHING CHAMBERS IN A TP N0. 3 TP NO• 4 5 GIRD. EL 66.2 GIRD. EL. - 66.1 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH �� 39't (10) WIDE x (30)`LONG x (2) DEEP STONE BED NONE TO 56.2 NONE TO 56.1 MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER v ="O r\W GW. EL GW. EL + ® I� TO LOCATE THEM ONCE BURIED. �� �^ 7P#415 ( ? EFFECTIVE LEACHING: 0 66.2 0 66.1 O�o ,� w u W 0/A/E 0/A/E 4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE O 4Z- CO. v WIDE x LONG x DEEP LOAMY SAND LOAMY SAND MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ssXs o ��O O �� - MAP 40 �C Z Q BOTTOM AREA= 300 S.F. PARCEL 66 v~i Z SIDEWALL AREA= 160 S.F. TOTAL= 46� S.F. 6» 10YR 4/3 65.7 10YR 4/3 DESIGN ENGINEER AND BOARD OF HEALTH. ^}ssXs wP� _"Y �2Q,54J s.f. I (/j v o LOADING RATE = 0.74 GPD SF 7" 65.5 I / 5. ALL JOINTS AND COVERS TO BE WATERTIGHT. o f'^ �, z z o FLOW PROVIDED: 340 GPD > 330 GPD Bw Bw >>, O � � LOAMY SAND LOAMY SAND 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 0, Zc se �, O VERIFYING THE ACTUAL LOCATION OF ANY EXISTING � � 16 f / / UTILITIES. a 10YR 5 6 10YR 5 6 MAP 40 PARCEL 57 6sx5 F #�' Q �� �(Z� . SOIL.NOTE » 7. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED 35 PRUDENCE LANE Q� / No 0 29 63.8 29 63.7 # ssX4 " » PRIOR TO BACKFILLING SYSTEM. (TOWN WATER) / °p :'� W 30 c� 30 PROPOSED UNDERGROUNDF2 / `Q o C, SOIL CONDITIONS ENCOUNTERED DURING EXCAVATION w w 8. OWNER: ELECTRIC SERVICE W MAY DIFFER FROM THE PREVIOUSLY OBSERVED C a C MICHAEL A. MARTONE, Et. Al. (SEE NOTE 18) CONDITIONS AT THE TEST PITS. ADDITIONAL REMOVAL `* F G x AND REPLACEMENT OF.SOIL MAY BE REQUIRED: IF COARSE 32 BUTTERMILK LANE RSE COARSE BRANFORD, CT 06405 PROPOSED GAS SERVICE ssxa Hs UNDESIRABLE CONDITIONS_.ARE ENCOUNTERED, THE SAND SAND SEE NOTE 18 f W DESIGN ENGINEER SHALL BE'CONSULTED. ,._ 9_ ^-APPLICANT:-.--PATRICK-J.:-FLANAGAN ` �a Q�t 2.5Y 7 4 2.5Y 7 4'i 179.63' , r ,, / / 4 OAKDALE HEIGHTS LANE „- N 597150" W x z WAREHAM, MA 02703 O�Oh MAP 40 PARCEL 'S5 PROPOSED 1,500 GALLON TEL. PEDESTAL Z ' ZONING REQUIREMENTS 10. DEED REFERENCE: L.C. Cert. No. 185142 134 CONSTANT LANE SEPTIC TANK - ELECTRIC p 0 120" NO WATER 56.2 120" NO WATER 56.1 (TOWN WATER) ` ` -= BOX Q_ 11. PLAN REFERENCE: L.C. Plan #22824-D (LOT 73) PROPOSED SOIL Q� ZONE: RF NO REDOX NO REDOX c6 OH ABSORP110N sYSTEM REQUIRED , EXISTING PROPOSED 12. THE DESIGN IS INTENDED TO MEET TITLE V AND OTHER FND (10' x 30') BENCHMARK: APPLICABLE REQUIREMENTS. THIS PLAN DOES NOT ELEV. = 63.21 (NAVD88) LOT AREA: 87,120 s.f.** 20,543t s.f.* 20,543t s.f. DATE PERFORMED: AUGUST 7, 2019 GUARANTEE THAT THE SYSTEM WILL BE INSTALLED AS CATCH BASIN RIM FRONTAGE: 125' 158_22' 158'22' WITNESSED T DONAAVID F. BRN K B, J P•E DESIGNED, NOR DOES THIS PLAN GUARANTEE THE FRONT YARD: 30' 39't OPERATION OF THE SYSTEM. RISER ACCESS PORT SOIL EVALUATOR: DONALD F. BRACKEN Jr., INSPECTION PORT SIDE YARD: 15 - 41 f REAR YARD: 15' - 40't PERC. RATE: <2 MINUTES/INCH 13. THIS SYSTEM IS NOT DESIGNED NOR INTENDED FOR USE WITH A GARBAGE GRINDER. BUILDING HEIGHT: 30 (MAX) - 28,3' PLAN SCALE solL CLASS: CLASS l 0 s 12 t$ 24 30 45 60 90 *N tes MAX. GROUND WATER ELEV.: NONE TO 56.1 14. THE SYSTEM OWNER SHALL BE RESPONSIBLE TO PUMP (a) SEE CHAPTER 240 SECTION 240-91 FOR NON-CONFORMING LOTS IN THE SEPTIC TANK AT LEAST ONCE EVERY THREE BARNSTABLE ZONING BY LAWS. METHOD OF DETERMINATION: NO WEEPING NO MOTTLES YEARS. (b) LOCUS LIES WITH THE RESOURCE PROTECTION OVERLAY DISTRICT. 15. LOCUS DOES NOT FALL WITHIN A ZONE II WELLHEAD 1 inch = 30 feet PROTECTION AREA. BUT DOES FALL WITHIN AN INTERIM WELLHEAD PROTECTION AREA. 16. LOCUS DOES NOT FALL WITHIN AN NHESP ESTIMATED HABITAT OF RARE WILDLIFE OR PRIORITY HABITAT OF 10' MIN. INSPECTION/ACCESS RARE SPECIES. PORT-RISER TO WITHIN 10' MIN 24" DIA. RISER, 6" OF GRADE **SEE ADDITIONAL NOTES** TO WITHIN 6" OF 24" DIA. SECURABLE D-BOX RISER IRRIGATION BOX COVER ' GRADE (TYP.) ACCESS COVER TO GRADE. REQUIRED w Prepared By. SLAB = 67.1 f F.G. = 67.0t EMBOSSED ZABEL . (12- MAX: DEPTH) MIN. 2% SLOPE 10' MIN. F.G. = 66.5t z OVER S.A.S. _j F.G.= 66.4tRACKE INV.= 64.00 F.G.= 66.4 to 66.0t W 12" MIN. " 36" MAX. FIRST 2' » o 4 SCH. C. 64.9f 12 MIN. INSPECTION 40 P,V. SET LEVEL 36" MAX. PORT � 5-2.009; MI 4"_ LIQUID LEVEL p 4" SCH. 40 P.V.C. 4" SCH. 40 PVC FILTER FABRIC_ Mn _ TOP =63.93 49 HERRING POND ROAD 19 OLD SOUTH ROAD 10" MIN. S=1.0090 MIN. S=1.00% MIN. o°°° O O .0'e oL.0' BUZZARDS BAY, MA 02532 NANTUCKET, MA 02554 INV.=63.70 ° (tel) 508.833.0070 (tel) 508.325.00" A100 ZABEL. FILTER ` INV.=63.45 INV.=63.39 ^° •°°°•4' MIN. W/SUPPORT LEG INV.=63.22 a ,° \ZH oF,kgs (fax)508.833.2282 www.brackeneng.com (SEE MANE INST.) INV.= 63.10 °°°°°°° °�° °°°°° °��° BOT.= 61.10 �� s�o 0,° o•° 0•° o 0 0•° .0•° 5' 1.0� � ZACHARY L. °°° °°° °°° °°° PROPOSED SITE PLAN m �� PROPOSED DISTRIBUTION BOX O BASINSKI -� 6" COMPACTED STONE L) CIVIL BASE ON COMPACTED PRE-CAST WATERTIGHT PROPOSED SOIL ABSORPTION SYSTEM NO.47797 IN BARNSTABLE, MASSACHUSETTS NOTES SUBGRADE (TYP.) PROPOSED 1500 GALLON H-10 LOADING 4 - CONCRETE CHAMBERS (H-10) PRE-CAST SEPTIC TANK 12" MIN. INSIDE DIM. (3'W x 6.1'L x 12" INVERT) GaST6R Prepared For: (1) ALL SYSTEM COMPONENTS TO BE MARKED WITH H-10 LOADING 6" MIN. SUMP WITH 12" DEPTH STONE BELOW 5' MIN.MAGNETIC MARKING TAPE. TANK TO BE EMBOSSED WITH 12" MAX. DEPTH 1- A TR�C K J. FLA N A G A N TOTAL EFFECTIVE LEACHING AREA: p (2) ALL SYSTEM COMPONENTS TO BE WITHIN 36" OF ASTM STANDARD C 1227-93 SEAL 10' WIDE x 30' LONG x 2' DEEP FINISHED GRADE UNLESS OTHERWISE NOTED. " " #1 S CONSTANT LANE (3) ALL PLUMBING WITHIN 10 FEET OF THE FOUNDATION TO SYSTEM PROFILE 3/4 TO 1 1/2 DOUBLE WASHED STONE NO WATER TO EL.56.1 BE INSTALLED BY A LICENSED PLUMBER. NOT TO SCALE 12" DEPTH OF STONE BELOW CHAMBERS = MAP 40 PARCEL 66 Dote: Drawn: Checked: Sheet: AUGUST 29. 2019 RED/BEI ZLB/AMG 1 of 1 S.\Autocad Drawings\Barnstable\Constant Lane\18 Constant Lane\18 Constant Lone.dwg