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0240 THE PLAINS ROAD NORTH
7u Tie-PI191NS i UI! UPC 12543 No.53LOR HASTINGS. UN' i Town of Barnstable t� EURPM M Building Department-200 Main Street UAIM 6 9. �mS Hyannis,MA 02601 o +° Tel.(508)862-4038 Certificate Of Occupancy Permit Number: B-20-900 ` ..C Issue Date: 5/27/2020 Parcel ID: 152-059-001 Zoning Classification: RF Location: 240 THE PLAINS ROAD,WEST BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: Permit Type: Residential-Single Family \ Type of Construction: Design Occupant Load: 0 Comments: Certificate of Occupancy for Family Apartment occupied by Larry Nickulas(father) and main house occupied by Eric Nickulas(son)and Megan Nickulas. 2 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code:780 CMR 9th Edition �, . . I �' `, �5 r .s i � � �� ' � �,� � , i ;'� .. C��� � ' � ��, . r �..� .� ` >$ y �. . J .� ea, � ��` - }� � .. 'a � , �� j j .P'0.. j � ' 1 �� 1 � , i ' ,��' � ' i,' �,� � � r� _ 1 Il I � a �' �1 ep P� � , F _ �. �`�: ten.::.. � ' �) • � ! 1 :�� �, . .,. C1 .:a, ��...� � - ;t _ _ �`.ia. _ �' e.� r �� �� r ., � �� T , . r Town of Barnstable Bk 32921 Pg231 #24031 '�1•$ Building Department 0 5—2 0—2 0 2 0 @ 01 : 3 3p Brian Florence,CBO BAWMABU& ' Building Commissioner KAM 200 Main Street,Hyannis,MA 02601 Office: 508-362-4038 Fax: 508-790-6230 AGREEMENT FOR FAMILY AYAK17VIENT t -f.Lary Nickulas, the undersigned, being the'owneiSof property situated at 240 The Plains Road West QJ Barnstable,MA holding title under a deed recorded with the Barnstable County Registry of Deeds in Book 16528 Page 83,being shovnu on Assessors'Map 152 as Parcel 059 001, hereby agree,certify,warrant and represent to the Town of Barnstable that the accessory attached apartment, which contains living quarters, is intended for use as a family apartment,for year-round occupancy_ 7 'Phis unit shall be used for a-Family Apartment" (as defined rn Gonmg Ordinances)which would require C✓ compliance with the Family Apartment Rules and Regulations. The family apartment unit must be occupied only by <t the propedy owner or a member(s)of the property owner's family as accessory to an owner-occupied sing[ l',•tmily residence. 11 LA Occupants of Main Residence: Eric Nickulas and Meghan Nickulas Got Relationship to Owner: son and daughter-in-law �N0 ?020 �7 Resident of Family'Apartment: Larry Nickulas L94% � ST Relationship to Owner: owner qe�F This unit shall not be rented as an apartment Was a single room,or in any fashion,which rental would be a violation of the Town of Barnstable's rules, regulations, and zoning ordinances. Prior to occupancy of this unit, affidavits reciting the names of occupants are to be recorded with the building department. This agreement shall be updated whenever a change occurs or every calendar year. Phis Agreement shall be duly recorded or filed at the Barnstable County Registry of i)eeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated. The consideration for this Agreement is the issuance of a building pennit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this_a��_day of_►K R 20 a t7 TOWN OF BARNSTABLE: 4901111110111m ,, ? By: c. Larry Nick as — �-• '' Brian Florence,,91P Building Commissioner T 0011Y1 IONT C1.W7 lU/VlF .11US AL_RL yCL1-17 D 77,7C 'DT 113 r r $ ab LAl�l\U LLll1L1-.l.V V^\111,yU 4L\. Then personally appeared the above-named (owner), '" '�� and made oath as to the truth of the foregoing instniment,befo Notary blic My ommissio i s: 3effery Johnson NOTARY PUBLIC Commonwealth of gsample G Massachusetts -> L R l C 'r" My Commission Expires `A S' October 25, 2024 r Bk 32921 Pg232 #24031 eU��O WITNESS our hands and seals this f�' day of May 2020. ,, 'Qy 1410 2' FiOT �1 1% ,�-� �� -• �,�.,�1.`.-�- - 'gel Eric D.Nickulas F Meghan' Nickulas COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this day of May,2020,before me,the undersigned notary public personally appeared Eric D. Nickulas and Meghan M.Nickulas who proved to me through satisfactory evidence of identification,which was e being Av/,v.; � 6 erpersonal knowledge of the undersigned,to be the person(s) whose name(s)is signed on the preceding or attached document(s), and acknowledged to me that she signed it voluntarily, and as her free act and deed,for its stated purpose and further swore-or affirmi4to.me that the contents of the document are truthful and accurate to the�est of her knowledge. lirrJ Jl- Notary Public— o< . commission expires: 1 JOHN F. MEADE, REGISTER BARNSTABLE COUNTY REGISTRY OF DEED RECEIVED & RECORDED ELECTRONICALLY LARRY NICKULAS P.O.BOX 507 WEST BARNSTABLE,MA 02668 y ""LD143DEPT 2020 �wN of BgRNSrgBCE coy / z -IleA J i� 7z 9 Z/ i Q 231, x0c/ X*lv OKZQ 4r cA z� 31 7o pcc -� !� /�UIli 117 yc(o 1�7 -t� � Town of Barnstable Building Department do Brian Florence, CBO Building Commissioner &UMSTnaLe, BARNSTABLE W WStMIEM.FIiI&'rtl'1C0'lli•xif515 v� M^ 1639. > >g 200 Main Street Hyannis MA 02601 A �0 iW9-301 TFD MA'�A www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 June 23, 2020 To Whom It May Concern: Our records show that a Certificate of Occupancy issued March 5, 2020, for the property located at 240 The Plains Road West Barnstable. The Town of Barnstable has no further interest in the street permit bond/policy#64707700. Sincerely, Debi Barrows Office Manager i �3 Town of Barnstable o�THE Tay Building Department Services BUILDING DEPT. Brian Florence,CBO MAY 14 2020 R1R11STAB�.R • Building Commissioner 1'�` 200 Main Str* Hyannis,MA 02601 TOWN OF BARNSTABLE �Eb www.town.barnstable.maus Office: 508-862-403 8 Fag: 508-790-6230 PERMIT# <�D- �3`3 FEE: $35.00 s SBXD REGISTRATION RESIDENTIAL ONLY 200 square feet or less C>? Location of shed(address) VfIlage Property owner's name Telephone number Size of Shed Map/Parcel# � i ZGZQ Signature Date Hyannis Mam Street Waterfront Histonc District? Old King's Highway)3istoric District Commission iaisdiction? Yon must file with Old King's Highway ,f1 lU Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:304:30 PLEASE NOTE: IF YOU ARE WT=THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. '1�HIS FORM MUST BE ACCOYWANIED BY A PLOT*PLAN . Q krms-sbc&eg REV:09/6/17 '-A n�,ol • kti Ilz ti �i C �• 1 W my ,a � `I 8 Z o •s z }�� o �cto31 cofq / o of o o c� m� s T 1. F 9 �< „ a �r ti �, a° a o � ` 4 \ �h o \NNN � v 1 Z ti 1� zt t Q .8 Z " � - �yaXNP 00 ym 'A'C' 9 0 Cal s �, \ I r .ri1�1r C\,"Jib,• � .. �s ? 2� /� Qz C-N Wi d t>ME Application number..... ......... ......................... co co CLo Fee.............................................................................. LU N SAWMAO ' CD. N Q Building Inspectors Initials... C�3 a� ................ Q co 2? Z0 Q O Date Issued............. ...... .......................................... � a m :;9: Map/Parcel................................................................. O F— TOWN OF BARNSTABLE (0 5e 4 EXPEDITED PERMIT APPLICATION: C / ROOF/SIDINGAVINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION I PROPERTY INFORMATION Address of Project: 0X c/o 7�4e /f S �GC` �/`�� � s NUMBER �sTR�ET VILLAGE Owner's Name: _�� y /Gd�c,7 Phone Number 9' �� Email Address: /Y/'jGlac COMM S fr n,C,_fCell Phone Number O ?90 6 C/O Cl Project cost$ Check one Residential Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK Siding 0 Windows (no header change)# El Doors (no header change)# CInsulation/Weatherization 0 Roof(not applying more than I layer of shingles) F-1 Commercial Doors require an inspector's review Construction Debris will be going to Certificate of occupancy with no construction (complete below) / -4 Occupant/family relationship or business name iJ! A�4Z—_ 6a�fg2 C or Existing amnesty apartment attach a copy of recorded compre ensive permit) /1//Gd��✓�Cl.� CONTRACTOR'S INFORMATION Contractor's name Home Improvement Contractors Registration(if applicable)# (attach copy) Construction Supervisor's License# (attach copy) Email of Contractor Phone number ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR/F THE SUBJECT PROPERTY IS/N A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER............................................................ *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent Fuel source being used LP tank 20 lbs. or> Yes No , if yes-,"a. gas permit is required. Natural Gas Yes No , if yes, a gas permit is required�. A If food is being served at your event please obtain a Health Department approval between the hours of$:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require.Fire Department approval, *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's 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'S SIGNATURE Signature Date All permit applications are subject to a building official's approval prior to issuance. d The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner-' listed on the attached sheet. 7. ❑Remodeling These sub=contractors have r ship and have no employees 8. ❑Demolition " workingfor me in an capacity. employees and have workers' y p �'• = 9. ❑Building addition [No workers' comp.insurance comp. insurance. El re required.] 5. ❑ 10.We are a corporation and its ❑ ectrical repairs s or additions 3.❑ I am a homeowner doing all work' 6ffcers•ha've 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.] *My applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. LContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is;true and correct. Signature: Date: ' Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 1 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-contractor(s)name(s),address(es)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file-for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 www.mass.gov/dia �OFZHE Tp�y � o� Town of Barnstable z &A"ST"LE. Building Department-200 Main Street �$ 1639. ��0q HyannisjMA 02601 ,E ATEO MAC Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-59 CO Issue Date: 7/17/2018 Parcel ID: 152-059-001 Zoning Classification: RF Location: 240 THE PLAINS ROAD, WEST Proposed Use: BARNSTABLE Name of Tenant: Sprinklers Provided: Gen Contractor: LARRY D NICKULAS Permit Type: Residential - Land Type of Construction: Design Occupant Load: 0 Comments: Garage with one bedroom above. This will be the primary residence on the property. _-7 / 7 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Town of Barnstable �xxsrnace = Building Department-200 Main Street �0�p Hyannis, MA 02601 �AlED M Tel. (508) 862-4038 Certificate Of Occupancy 0V Permit Number: B-19-2215 CO Issue Date: 3/5/2020 Parcel ID: 152-059-001 Zoning Classification: RF 3 (t- Location: 240 THE PLAINS ROAD, WEST Proposed Use: BARNSTABLE Name of Tenant: Sprinklers Provided: Gen Contractor: LARRY D NICKULAS Permit Type: Residential - Single Family Type of Construction: Design Occupant Load: 0 Comments: Three Bedroom, 2 Bath Home with Attached 1 Car Garage Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition E'k 31708 Ps301 `611476 ir os Town of Barnstable Zoning Board of Appeals. Decision and Notice ` Special Permit No. 2018-049 — Nickulas Section 240-47.1 (B) (4) —Family Apartment To allow the proposed family apartment to be located above the detached garage Summary: Granted with Conditions Applicant: Larry Nickulas Property Address: 240 The Plains Road, West Barnstable, MA Assessor's Map/Parcel: 152/059-001 Zoning: Residence F Hearing Date: October 10, 2018 Recording Information: Deed: Book 16528 Page: 83 Plan: Book 613 Page 83 Background Larry Nickulas applied for a Special Permit in accordance with Section 240-47.1.E — Family Apartments. The Applicant requested relief in order to create a family apartment above the detached garage after constructing the principal dwelling. The property is located at 240 The Plains Road, West Barnstable, MA as shown on Assessor's Map 152 as Parcel 059-001. It is located in / the Residence F (RF)Zoning District. The subject property consists of 2.06 acres and is located at the end of The Plains Road, off Woodside Road, in West Barnstable. The area is single family residential with a mixture of lot sizes. The Applicant's intent is a two phase project: the first phase is to permit the detached garage with living area currently under construction and in compliance with setbacks, the second phase will be seeking ermits for what will be the three-bedroom principal dwelling and the garage/living structure will be used as the family apartment. According to the Assessor's records, the detached garage/apart ent is 28 feet by 28 feet and consists of one-bedroom and 1,092 square feet of living area (1,876 gross square feet), and constructed in 2017. Procedural & Hearing Summary Special Permit Application No. 2018-049 to create a family apartment above the detached garage after constructing the principal dwelling was filed at the Town Clerk's office and office of the Zoning Board of Appeals on September 5, 2018. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on October 10, 2018 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were: Alex Rodolakis, Herbert Bodensiek, Kyle Evancoe, Paul Pinard and Jacob Dewey. Attorney Jeffrey Johnson presented the application before the Board. Also present was the Applicant, Larry Nickulas. Attorney Johnson explained that the project was planned in a unique way by constructing the accessory structure prior to the principal dwelling. The Applicant is currently living in the garage/living area and the principal dwelling will be constructed for his son. The Board Chair acknowledged receipt of a letter dated September 25, 2018 from abutter Cornelius Andres, supporting the project. The Board Chair also requested public comment and Kris Clark spoke and sought to clarify the project scope. The Board discussed whether requiring detailed plans for the principal dwelling was appropriate and determined that as long as it complied with zoning, they did not have jurisdiction over the design. Town of Barnstable Zoning Board of Appeals-Decision and Notice • Special Permit No. 2018-049-Nickulas Findings of Fact At the hearing on October 10, 2018, the Board made the following findings of fact in Special Permit Application No. 2018-049, a request to create a family apartment above a detached garage: 1. ,The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-47.1. B. allows a Special Permit for a Family Apartment in a detached structure. 2. Site Plan Review is not required for single-family residential dwellings. 3. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 4. The proposed family apartment above the detached garage would not be substantially more detrimental to the neighborhood than the existing dwelling. 5. The single-family nature of the property and of the accessory nature of the detached structure are preserved. The vote to accept the findings was: AYE: Alex Rodolakis, Herbert Bodensiek, Kyle Evancoe, Paul Pinard and Jacob Dewey NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2018-049 subject to the following conditions: 1. Special Permit No. 2018-049 is granted to Larry Nickulas to establish the family apartment above a detached garage at 240 The Plans Road, West Barnstable, MA as a family apartment. 2. The existing apartment has been constructed in substantial conformance with the plan entitled "New Building for: Nickulas Residence 240 The Plains Road West Barnstable MA" by Cotuit Bay Design, LLC, dated March 8, 2018. 3. The proposed development of an additional single family home shall represent full buildout of the lot. Further expansion of the dwelling or construction of additional accessory is prohibited without prior approval from the Board. . 4. The Applicant must comply with the restrictions in Section 240-47.1 Family Apartments C. Conditions and Procedural Requirements 14 of the Zoning Ordinance. 5. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be screened from neighboring homes and the public right-of-way. 6. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to the issuance of a building permit. The rights authorized by this special permit must be exercised within two years, unless extended. ,The vote was: AYE: Alex Rodolakis, Herbert Bodensiek, Kyle Evancoe, Paul Pinard and Jacob Dewey NAY: None Ordered 2 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 201&049-Nickulas Special Permit No. 2018-049 to create a family apartment above the detached garage after constructing the principal dwelling at 240 The Plains Road, West Barnstable, MA has been granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. Ale olakis, Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of �LV under the pains and penalties of perjury. d, Ann Quirk, Town Clerk �Gr0�'t uwON < • n 3 ME T Town of Barnstable MUWSTAM Assessing Division MAM 6 9.& 367 Main Street,Hyannis MA 02601 www.townofbarnstable.us Office: 508-8624022 Edward F O'Neil,MAA FAX: 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION DATE: October 15, 2018 RE: Abutters List For Parcel(s) : 152-059-001 240 The Plains Rd. West Barnstable, MA 02668 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable 10/11/2018 AbutterReport Zoning Board of Appeals (ZBA) Abutter List for Map & Rarcel(s): '152059001' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters.to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 20 Close • 128004010 BRIITON,JONATHAN WEST P&DOREEN R 82 JENKINS LANE BARNSTABLE,MA 14418/262 02668 WEST 128004011 MILLIGAN,CHARLES A 67 JENKINS LANE BARNSTABLE,MA 6990/90 02668 WEST 128004012 NEILL,MELANIE A 45 JENKINS LN BARNSTABLE,MA 12680/247 02668 HELEN C RANTA 2006 WEST 128039 RANTA,HELEN C TR TRUST PO'BOX 322 BARNSTABLE, MA 21358/286 02668 CLARK,LEONARD F& WEST 1.52018 KRISTINE M 398 WOODSIDE RD BARNSTABLE,MA 38.82/136 02668 CROWLEY,STEPHEN W WOODSIDE ROAD 6830 BOTTLEBRUSH 152019 &AMBER S TRS NOMINEE TRUST LANE NAPLES,FL 34109 29332/244 ]OYCE LAMBERT,ROSS F& WEST 152020 E 360 WOODSIDE ROAD BARNSTABLE,MA 8808/323 02668 ANDRES,CORNELIUS WEST 152021 W&LORETTA J 332 WOODSIDE RD BARNSTABLE,MA 7609/270 02668 DURKEN,WILLIAM J WEST 152029 JR 329 WOODSIDE RD BARNSTABLE,MA 4240/142 '02668 SHUR-THOMPSON, THOMPSON FAMILY WEST 152031 SUSAN TR REALTY TRUST 361 WOODSIDE ROAD BARNSTABLE,MA 30864/83 02668 HEYWOOD,STEVEN C WEST 152033001 PO BOX 190 BARNSTABLE,MA 20663/298 &DARALYN A 02668 LAPINE,JOHN C& WEST 152033002 CHRYSTAL A 1135 SERVICE ROAD BARNSTABLE,MA 27055/259 02668 BEYNOR,DENNIS]& WEST 152033003 94JENKINS LANE BARNSTABLE,MA 24606/320 MAXINE P 02668 INGRAHAM,DAVID A 1855 OLD STAGE WEST 152035001 &NANETTE M ROAD BARNSTABLE,MA 26369/1 02668 THIBEAULT,MARC K& 4845 OLD STAGE WEST 152035002 BARNSTABLE,.MA 29742/77. JESSICA L ROAD 02668 CLARK,LEONARD F& WEST 152035003 KRISTINE 398 WOODSIDE RD BARNSTABLE,MA 9596/231 02668 BEYNOR,DENNIS]& WEST 152058 P 94JENKINSLANE MAXINE BARNSTABLE,'MA 7010/154 02668: .. ANDRES,CORNELIUS WEST 152059 W 332 WOODSIDE ROAD BARNSTABLE,MA 22897/167 02668 WEST 152059001 NICKULAS, LARRY PO BOX 507 BARNSTABLE,MA 16528/83, 02668 153037 TAVANO,RICHARD J& 1065 SERVICE RD WEST 11734/163 KIRSTEN L BARNSTABLE,MA http://maps.townofbamstable.us/arcims/appgeoapp/AbufterReport.aspx?type=ZBA 1/2 Town of Barnstable Geographic Information System October 11,201.B 129012 14 128013 #163 A 153035 153018 %�' #0 #1051 ';153037': #01061 # 163001 #1881 1 9 2 013 #151 r r. rr: Irl0 r 12538 r .l✓%u ,C• r •rI v f r l r!. r nn ✓i r / t.r ro/. , r .... ......... ........ r r r /r. 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J/ n. . <E!+li r✓• r /;5, a.:...:. :!J •:/4 + r..J, /,• 20r-128004007 152036001 #42 •!J/..//.�r 'i/,:/� r'�%i„�,r'•. ru �r r r; :/i•: :r. rr• / jt' :; ' .!, y,vi/ v/.a62y20 i^%�"<••' �,+� /;�, ;';r P. .l,�r rJ�r r/ �:S•<� r...• ;::. #1815 ti, ,r✓:/ i r. ,//Y,r .•Cy �i•. y�r,'/`• 4r.J�•-J 128004005 •� %�� r/,ll;.,!✓!irJ / :. � .�//.� !✓ ,%v�-f, rrr�r:`<t/r//I% ,,•�,.r . ;• �. . r c ' / i•. / f#115 /N i :Y „r r J/ r rxc n/ r f/ / �'•.128004012�'. rJ l /.r< •f r r rJ�r ✓'..yyyY�f�fj/r��r y'�/'. ::�ff'y� ..,Yl .+y...1,r�rrj:J•// :'/f...:�.'"'r'•XJ,r:: ::T"�.lY• /<.`rC' „• fly. <�i.ir r,/. �r r/J'��r 128004006yr//rr'//r //• , x/ •� J n 1 r!i ,f.: 152032 ® %ram fJr%, rj 'F,r r�• r r; / / {::::` #389 128D04017 r/+ fr/ .Fr'j✓,r� :, p!% !S'r ::•::.c 128004013 #0 ! . fi j;�j</ ///�/ ,JF, / :' 152002WOD #25 ,'< %l'"#�,����err/' ///,. k ;• 128004016 152030 128004014 #0 `:-::.162029 : #170 #,329.. ' Feet 162022 • ::::: :: ':::::::...:.:: 152038 #304 152027:tj : 1753 DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:152 Parcel:059001 Zoning Board of Appeals(ZBA) boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel - Abutter List Type-Parties of interest are those directly opposite subject lot on 1'=100'may not meet established map accuracy standards. The parcel lines on this map ; l are only graphic representations of Assessor's tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters E boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. such as building locations. Buffer ! // t Proof of Publication Publication Date l(� Town of Bamstable +Town of Bamstable k •a i Zonmg Board&A, eats Zo0tnp6oard otllppealstc * t �)!, Notice of Pu III He;innps underthe Zonmg Ordinance 1otice of Public H.d s under the•Zonm OMmance ) October 10,201,B g g. 1 r kc l C October 10 2018` 7!'(Is 1 J Z-... tr fo ;l' �,++.+a .• To all persons Interested rn,or affected by the acbops at�Ie Zonmg /'usett persons Interested in or.aftected,by he,aonsofthe 7yonfnp. Board of Appeals,you are hereby notdied'pursuant to�Sechon 71otof Appeals,youare hereby notified;'pursuant't67Secbon 11'of Chapter 40A of the General taws of Me;CofnlntinwealtA of,Mssa-r 40A of Me General'iaws of[he_CommoOwealtlr of Massa chusettsr and all amndments thereto;Matt apublic hEarmp onMes,and.all amendments'Mereto,`th'o pubbr hiarin'8n the following appeals vall be held an WednesdOctoti¢i 10 201.8:of hp appeals will be held on WednesdOctabe�•10 2Q18 a;. Melime,mdiceted: � ,a (atrttalsl r.horrd+ Me time Indicated ' PM Appeal No.2018 049 r rtckulas ti 1 T00 PM Appeal No 2018�49 a y���T t ickulas , rLairy Nickulas has applied,for a Special Permd in accordance wdh Larry Nickulas has apphed.for a Specal Permit m aceordance with` -Secton 240-47.13 Family paAments:(The Applicant, requesting Section 24G-47.1.8-FamdyApartments ,The,pppticant is;r quoofig ; relief In=r to create a famiy apartme jf bove She det��, garage, relief In order to create a family apartment above Me detached parape, after constructing the pnncipil dwelling' I% ' offer wnstructing the principal dwelhn'g In iw. i�+�`v�i '' The propeAy is-located-at 240 The Plains Road West Bamstahte, The"property isji icated at 240 The Plain§Road West Bamstable: . MA as shown on Assessors Map ist 51'as.Parcel 059-0Ot It rs loca�- MA as shown on Assessor's Map 152 as Parcel 059-001'Itis local-' red In the Residence F(RF)Zoning district . �<< t W;OT 0 - i\ 'ed In tAe Residence F(RF)Zoning District. �z ?�/;� j Ala• Sr v F `i 4s'C. sf t a a x TO7 PMAppeal No 2017.056. Barr to 7 - r �701 PIW App No 2017-0S1i 3Ca�al;�'Banr r f +Jan TlBarr,�as Tn sjee*of the Jan T.Barr 2Q10 Revocable Trost Jan T.Barrlaz TNstee of Me Jan T Bar 2010.f1evoceble Tros4- has.pehbaned for a Variance to Section-240-04A `Aceessory`lJsaz ' h'az�etitioriedLforaVariancetoSection;240A4A.=Acce'' aiyUses 4Pemilttedwith�SpecfalPermit The.petitionerrsreguestng,a,Vai;r. Pe"rmitted with-Special Permit_They,etihoner is requesting-,a.Vary 'lance m_order to construct a small hoarEwalk,ramp•and tloat an her (once in.aNei;to'construct a'small boardwalk ramp and float,on her, i unimproved beach Iot located at 0 Long Beach Road;OstiMIIATW ocabeach lotla located directly opposite and'across the Centernlle River t bei h lot is located dirlectty led pposit Band accross Beac RMe Centendile Rry k!1 from Me primary residence located at 49 Mom Streets Osterville� from the pnmary,residence`:located at 49 10aur Sheet?Osterwlle F. Section 24"j-,A of the, Zoning UMmance provides Nat; SeWti n'240-04A'of the-Bar slUble Zoning 90l jia prouvdes that Me accessory!se lot bei either adjoining Me primary.use lot or be.di-. Me accessory use lot be either,adloming the,pnmary usF lot or be di-.• rectty opposde_and across a road from the accessory'use 1ot376e i py reetly opDosde and aaoss a road from tWaccessory"-use foLd'T6e i I subject property fs located., 0 Long Beach Road,,Oste�mlle yNlAas . 1 s ctly,'•property(s located at O'Long Beach,Road,Osternlle MA as, shown on Assessor's Map.185 as Parcel 047.•�It is'located in Me sliollactvvn.on Assessors Map 185 az Parce11047 It rsilocaiedrrn the ? I Residence Ft RFt)3 d Resource Protection Overlay Zoning U� R6Tdin-d VI (RF1)and Resource Protection Overlay'Zonmg Dis trios(RPOD) r n F TR ^ hdl(RPOD) f + *t 'i T w '�.� t peat go.. GavinFamityTrust ale` clrl �'17 # I Daniel G Gavin and Stephanie L.Gavin;Trustees of the Gavin Fam- 7:02 PM f F40eai No.2018-050 Gawo Famdy Trust Daniel G Gavin and Stephanie L Gavin,Tntstees'of.Me Gavin tam- t.ily Trust,have.pebboned foua Variance to Section 240-11.E-twenty Ity Trust have,p'etitioned fora Variance to Section 240-1TE=Bulk Repulahons:'The;paloners are'asking Poi relief from the iwerdy l•Regulations-'T petitioners are isking'for relief-from,the twdnty (20)foot fro8t yard etbadt regmrement af:ehe zoning drstrirf ih, (20)foot front yard'setback regouement of Me ioninp:district In. I which d is located m ordei.to construct:a porch approximately t8.3 1 Which it is locaied,in order to construct a porch approximiteh 18.3 feet front Me frdntyard se[tiack The prop rty is loceted at 108 Sun. seelffdpfMe,fe`iit rd`setiiack'The-ro"e set Lane Barr-stable MA,as shown on Assessors fla.,p az Parcel. Yd P p rty'is IocateA at T08 Sun= I o59.It is IopteA+;Me Residence B(RB);Za In set Lane Banstable,Mq az shown on Assessors Map 301 as Parcel = 1059 Jt is located in the Resldence•6(RB)Zoning District %y j r j dill be held at the 8amstsble;Town HaIIT367 +;. fsd.• y l` ry I.x:7llesf DublicfiearinOsY+ e jhPse public hearings vnll beheld at Me Bamstable Town Hall 3¢¢T, Main Street'Hyannis MA,Hearing Room III on;Me 2nQ Floor; Ma1ri Street ins MA,.Hearin Room located on the 2nd flo3r,; Wednesday,October 10;2018 Plans and apphcetions may be re } Wednesday October 10+201.8.`,Plans and,_apphrabons may be ie=, viewed at the Zontg Board of Appeals Office Planning and Develop viewed it the Zoninp Bbard of Appeals Office;hlannmg arid Develop-,1 merit Department TowniOffices,200 Main Street,Hyahms M0. men'Department Town Offfces'200 Main Street Hyannis'M0.' , } MI +` • ' taex Rodolakra�Aairl t.^ t y L Barnstable I% Barnstable Pajriot ti' Alex Rodo'lakis Chair• i. September 21-.and September 28,2018 1 Zo �ng;Boazd of Appn Is September 2f;and September28 2018 Toning Board of Appeals �•:kA-s 0,' y Proof of Publication Publication Date Townof8amstahle " i' �; M r mmr "s $ d.tZowslofBamstables •+ r fc,.� # >Zomn0.Board of Appeals y �i ^.,s„, - C Zoning�aard of.Appeals i f, Nadce of Public Hearings under the Zoning O�nance � Nobce of Publtc Hearinpsunder the Zon ng Ordinance October.l0 2018 st;! :n ; ' t ip1 = October 10,20 8 r y 4, I To aB ersons Interested in eiaffected the actions bf ffie 2 Qn�ln fl �y'taw: D V t. To all persons'rrterested In or affected by the actions o11he Zoning BOar'd of Appeals,"you are hereby notified,pursuant to Section.l1 of Board of Appeals you are heieby nof,7ed,puSuard to Sectran it'of Chapter 40A of 1hR,General Laws,of the.Commonweahl}of Mazsa- Schdsetjs,`and air amendments therejo,•th"aPa"public hear1ng on`the Chapter d09.ot„the Gengral.Laws of the Commonwealth of Massa,' l followin a eals will be held on Wednazda"October.l0,2018,at chusetls and al"amendm`errts'ttieret0.�thae a public nearinp'bn'the r 0 DD Y following appeals Will be held on Wednesday October 10 20 8,at the time ndrrald' < r _" ` l a;,,gl`rf �j(i(.; i>' 't$ 3�T !.lei��)�t�lnT '::?1�• •..: thebme)idlrat=d 700 PM Appea!No 20 8.040 Nickolas *0 k } }Larry Nickolas has applied.for a Speaal Perm t in ardance with' 7d]0 PM Appeal No 2018 049. r a Nirkulas ^, Section 240 47.1.Br-Family Apartments.'The.Applirant is,requesOng �Larry•:Nickulas has applied fora Spec al Permit'm accardan'atw th' i relief jri order to create a bm,y apartment above the debche8 garage Section 240-47.1 Br Family:Apartments.7he'Applicant rs requesting.; after ccnstructin the rinci al dwelhn = pia U$- j relief in order tocreate a famlly apartment abov the detazhed garage g P p P, # xr11s� i. !'after consVucting the pnnupar dwelling•t1 q{r x•p$.iY1 The property is located at 240 The Plains Road West Barnstable, Tl--jitaperty is located at 240 The Plains Road VWest Bamsbhle,' MA:as• fidwn on'A sessofs h4ap 152 az Parcel 059-0Otiilt is local ed In the Residence F(RF2 Zoning DIsVIcL RIA as`shown on'Assessor's'Map'152 as Paroef 059-001 It b Iotat v.n r w., f?<tU.12 F ed in the Razrdenoe F�RF)ZoningAIstn t 3�, � + L, !6 t ADP 9 , +�:Ot P Appeal No 2017 O56 ?r rf Barry t Janr1 Barr as Trustee of the Jan 7.Barr 2010 Revocable Tmst r' 'Ian T Barr'as 7ustee of`the Jan T:Bari 20f0 Revoceb(e Trust . has"p'et0ioned fac a Variance16,Section 240 44A'rAece3soryUses ° , { has`peMjoned;foiaVariance to Sa dri240.44A Accessory'"•Uses Pejrpitted,with 3geclal Permd.;1tThe•petitfonerris•requestlng a.Var tanceiite,d,ertocep!41.cta•small boaetitIo !,r.4.ram Tand float on her, r Permdled;ivkhlSpeclal Fer(ntL+r7he petdronerars equesting,a,Var-, unimproved beach lotloceted<at OLanO Beach,RoaE;Dsterville..The lance id order to ctinstrucf a small boardwalk lamp and Float'on her be`a`ch jot is located directly,opposite and across the Centerville River. I unimproved beach lot located at 0 Long Beach ppV,Ostervrlle.,The. rdrnithe;primary oeNdence:ldiied aL49,Mam:StreeL'FOsterJllle. "i ; beach at Is local d duectlyppposde'and across the Cenferviile River ,Section-2.40-4 of the Bam table n' Ordin ce: rpvldes`',that from ffie'primaryyresrde"nceaocated etv49 Ma(n;StreeL'Oslrv0le. t g5A Ng'. 4,q D_ T Section 240 44 gTof tf}e,Barnstable Zoning Ordinance prowdes that the acc€ssory use'rdt b'e either adjoining the.pnmary•use lot bi tie di-= rectly-opposite and across a.FQQad,framathe accessory use lot¢¢.The the accessory use fol beeither adjoining the priigary"dse lot orlie dis subject property"f;located`at0 Lodg Beach'Raad Oslrville,`MA as ' eotly opposite and.acros3.5 road lromsthe accesso.ryii lot(The (shown'a Assessor's;Mapt185 as-Parcel B47.,(tilt-locald'fn•the;' :; sybjectproperty I jowte"�`at 0Lorip Beach47111,is:locde;MA as' ` Residence F 1(RF-1)and Resource Prol�on Overlay Zonln ;Dis-y :sshovm oO:AssessorsTMaDt785 az`Parcef 04TF]t�ts located tp the;, f ficts(RPOD) =r=°� 1T I Fr,*isTJfir il.K tt�I,:tlttl psi' J ,�F Residence F-1'(RF,11and ResBurce-Prbtechon Overlay Zoning Dis- a il:�yj a, s:1 r r r r' �;•,tr• t tficts(RPOD).•G1{i'ttYE7 sji12-P- FlPAppealNo 2018050�iGavinFairilyTrust g��a-?n(^r•�cs��r+1+��sT ari,. o- 3tDaNel G Gavin and Stephanie'L'davfn,+Trustees of•the Gayin,Fartt i ). T.02 PdI ; ..Appeal ho 20t8 0a ,l Y Gavin Family Trust r ily Trust have_petidoned for a Variance to Section 24011E Hulk SIIDanlel.G•Gavin and Step anie L"6aviD Trustees oJJhe Gavin'Fam r + t i Trust,hve petdroneo,for a Variance to Section 24Q 1t E=Bulk i Regulations• Th`e;pebtloners`,are aslanp tor,relief from the twertty 1= ty^ = r twenty . Regufahhns `..The'petrtibneis are asking far relief from+the twen . (20)afoot front yardtsetbackjregutremenrof the zoning;drstgct-in.. which'It`Is toceted in order to construct a porch approximatety'18.3' l20)x oat frontryardtselhack(ryqul(ement otrthe zoning;dish , fief fEotlLthe frontyard setoack_The property a located:at108 Sun nl• which It s located in order to canstruct'a parch apprmarnately.18.3' set lane,Bamstable;MA as shown on Assessors Map 301 as Parcel, ?feeThoM'Me front yard setback.-,The prgerty cs located at10B Sun- _,j 059'ills located in the Residence B(RB)Zoning Distill t f..' ( set Lane,Barnstable,•MA as shown on Assessor's Map 301 as Parcel. 3 r*{ 059 it is locald m the Residence B�(RB}Zoning District , } '! ! )i}+t(" Oirfi%1rd�Y` 11d.._ + f tom,L'�° ai�4k<s :trtrflw" i These.public fieatings Nn0 tie helA atfhe Barnstable Town all 367, '`Thesepublic-heaings will be held•at the Barnstable Tovm Half,367. Main;Sheet,'Hyannis,MA,Hearing Room located on the 2nd Floor,: Wednesilay.,October,10,2018.:Plans and applicatfonssmay,be-re- Y Main Street..-Hon Hearing Room located oh the 2nd Floor} meCv"ed'atthe Zoning Boats of Appeals Office,PfannGip and Develop t' Wednazdt%October 10.2018 'Plans and appbcallons may be re-� mentDeparhnerd,TownOffices:MO.fainStreet�iyannis,MA ,,, (; hewedattheioningBoardofAppealsh0lficePanniripandDevelop yrsas merrtDepartmentTownOffi�ess200FM�rnYfit�ee�tyar}sd�s fVtlt . i 8amsfablePatriot' t,a�r; aralk`�.t Alex Rodolalds'Chafr'p,, 57 7g�ytyplePatdot ;;;� ,Pgrr�5glexRodotalus+Chair j Ceeinmher 21 and Seotemtier 2B.2018.Lanino Board of Appeals , Seotember 21 and SepCember 28,2018 Zonlnj}Board of I(ppeals BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register a c Larry Nickulas A� 40e4�e�Vr -400, �'� A k, :/Zv 6U J e- y4 z66� C i 4v 1�l' A'C7,�W S Ie A LARRY NICKULAS P.O.Box 507 `S WEST BARNSTABLE,MA 92668 r a o 0 AD � y oo6— /72r-ll G � crr /11`� Cayle, Brenda From: Larry N <Nrick@comcast.net> Sent: Sunday, April 12, 2020 12:18 AM To: Coyle, Brenda Subject: 240 The Plains Road W. Barnstable , FM Apt. Larry Nickulas Sent from Mail for Windows 10 Dear Ms. Coyle, The following is the information you required to complete the Family Apartment Agreement. L Deed. Book 16528 Page 83 2. Occupants of the main residence, Eric Nickulas and Meghan Nickulas, Son and Daughter In-law 3. Occupant of the detached garage apartment, Larry Nickulas, owner. I have mailed a check today for$ 60.As you requested. Please let me know if there is anything else you need to complete the process. Be well and stay safe, Larry Nickulas 508-280-6400 CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! BUILDING DEPT. APR 13 2020 TOWN OF BARNSTABLE .� Town of Barnstable Buildin Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept ' awvsr,►eue, + ,, , MASS Posted Until Final Inspection Has Been Made. Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made'. { Permit No. B-18-59 Applicant Name: LARRY D NICKULAS Approvals Date Issued: 01/31/2018 Current Use: Structure Permit rype: Building-New Construction-1 or 2 family Expiration Date: 07/31/2018 Foundation: Residential Map/Lot: 152-059-001 Zoning District: RF Sheathing: Location: 240 THE PLAINS ROAD,WEST BARNSTABLE Contractor Name:'-._LARRY D NICKULAS Framing: 1 Owner on Record: NICKULAS,LARRY Contractor License: CS-002265 2 Address: PO BOX 507 -- - - -.` Est. Project Cost: $ 108,000.00 Chimney: WEST BARNSTABLE, MA 02668 Permit Fee: $675.80 Description: Phased Project: Build a one bedroom,one bath unit above�a 28x28 Insulation: 75.80 garage/storage Building. AS BUILT REQUIRED. Fee Paid:` $Date: 1/31/2031/2018 Final: (NOTE:this is a new garage with a one bedroom living unit above. �' This will be the principle dwelling until the second phase is �.-� � plumbing/Gas approved.ZBA approval is also required.02/01/18 RMCK) ;e Rough Plumbing: . Building Official Project Review Req: - Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ; __ �= - ''� t� Electrical t The Certificate of Occupancy will not be issued until all applicable signtures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:l 1.Foundation or Footing --�'" Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "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. 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 ILOM W" Perm It i AS& Posted Until Final Inspection Has Been Made: j i 111 u,ud639.R Where a Certificate of Occupancy is Required,such Building.shall.Not be Occupied until a Final Inspection has been made.. Permit No. B-19-2215 Applicant Name: LARRY D NICKULAS Approvals Date Issued: 08/07/2019 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 02/07/2020 Foundation: Residential Map/Lot: 152-059-001 Zoning District: RF Sheathing: Location: 240 THE PLAINS ROAD,WEST BARNSTABLE Contractor Name: LARRY D NICKULAS Framing: 1 'Owner on Record: NICKULAS,LARRY Contractor License: CS-002265 2 Address: PO BOX 507 Est.Project Cost: $300,000.00 Chimney: WEST BARNSTABLE, MA 02668 Permit Fee: $ 1,655.00 Description: Build a nw three bedroom 2 bath home with attached garage. Insulation: Fee Paid:. $ 1.655.00 � Project Review Req: 2015 IECC R 401.2 #1 Section R401 through R404 Date': 8/7/2019 Fina1:(,(v�C J3 Oz JeiCL-�f�— Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior W Covering Structural Members(Frame Inspection) 6.Iniulation Low Voltage Rough: 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. "Persons contracting with unregistered contractors do not have access to the guaranty fund„ (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: INE Application Number...../V....l jam. • BA MPS&LE. • /� G nsnee. � Permit Fee......... .. �...1 .............Other Fee:....................... 039. A�0 TotalFee Paid............................................................... ...... I,?>TOWN OF BARNSTABLE Permit Approval by.. .... .. .... .........On..���i.�.. BUILDING PERMIT Map.....x .............Parcel.... �1 ..... ...0 S / APPLICATION Section 1 — Owner's Information and Project Location Project Addressv;2, 5/O 7e �/,r � Z2,, c p Village 1,/e s';�L- X 7ct 6 Owners Name C .��Ges -Owners Legal Address .C—o `7 State z " log, zip Owners Cell l® U E-mail /V�. C Ccc r e—/ Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet �S gle/Two Family Dwelling Section 3 — Type of Permit XNew Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ ` er System ❑ Addition ❑ Retaining wall ❑ Solar � 1 ❑ Renovation ❑ Pool ❑ Insulation ✓�/�_ 1 O rpT. Other—Specify T��/�/nP �O S Section 4 - Work Description ggNSTqB01 ., c • e (/ L Last undated: 8 • Application Number........... Section 5—Detail Cost of Proposed Construction's oo Square Footage of Project l v Age of Structure /'mil-P c.., Dig Safe Number # Of Bedrooms Existing l Total#Of Bedrooms(proposed) 3 70 7 110 MPH Wind Zone Compliance Method ❑ MA Checklist [3 WFCM Checklist ❑ Design i Section 6—Project Specifics R Wiring ❑ Oil Tank Storage []'Smoke Detectors ®'Plumbing Gas ❑ Fire Suppression 1 i Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom i� Water Supply ❑ Public L`! Private Sewage Disposal ❑ Municipal [�(On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: WA rr -CG AP I am using a crane ❑ YerlO\No Section 7—Flood Zone Flood Zone Designation si✓,-,117 Within or adjacent to a wetland, coastal bank? Yes ❑ No l Section 8—Zoning Information Zoning District 12 Proposed Use F„-, Lot Area Sq. Ft. 6.3 Total Frontage a G Percentage of Lot Coverage 2 # of Dwelling Units (on site)�" Setbacks Front Yard Required_ Proposed / 2 G Rear Yard Required_ Proposed Side Yard Required_ Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No 1 Last updated: 11/15/2018 i Application Number........................................... Section 9= Construction Supervisor Name_ /�,% Telephone Number Address j-74 t2cl>c _�b City (,, f, AR en . State Q'I11. Zip 0 C. License Number 7-2,(e,rLicense Type Expiration Date 7 Contractors Email 7� Irll C k "We O,V? Cell # `C—G A 21(s 6 (Z G 6 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 7CR 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. a Signature Date APPLICANT SIGNATURE Signature 2- Date / Print Name zc;,✓/'� �i�e1 Telephone Number E-mail permit to: % �� .� G ��rr Ge.,_J 2t, V1 e Last updated: 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 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 Last updated: 11/15/2018 •1 Town of Barnstable Zoning Board of Appeals. _ Decision and Notice Special Permit No. 2018-049 — Nickulas Section 240-47.1 (B) (4)— Family Apartment To allow the proposed family apartment to be located above the detached garage Summary: Granted with Conditions Applicant: Larry Nickulas Property Address: 240 The Plains Road, West Barnstable, MA Assessor's Map/Parcel: 152/059-001 Zoning: Residence F Hearing Date: October 10, 2018 Recording Information: Deed:Book 16528 Page:83 Plan: Book 613 Page 83 Background Larry Nickulas applied for a Special Permit in accordance with Section 240-47.1.13 — Family Apartments. The Applicant requested relief in order to create a family apartment above the detached garage after constructing the principal dwelling. The property is located at 240 The Plains Road, West Barnstable, MA as shown on Assessor's Map 152 as Parcel 059-001. It is located in the Residence F (RF) Zoning District. The subject property consists of 2.06 acres and is located at the end of The Plains Road, off Woodside Road, in West Barnstable. The area is single family residential with a mixture of lot sizes. The Applicant's intent is a two phase project: the first phase is to permit the detached garage i with living area currently under construction and in compliance with setbacks, the second phase will be seeking permits for what will be the three-bedroom principal dwelling and the garage/living structure will be used as the family apartment. According to the Assessor's records, the detached garage/apartment is 28 feet by 28 feet and consists of one-bedroom and 1,092 square feet of living area (1,876 gross square feet), and constructed in 2017. Procedural & Hearing Summary Special Permit Application No. 2018-049 to create a family apartment above the detached garage after constructing the principal dwelling was filed at the Town Clerk's office and office of the Zoning Board of Appeals on September 5, 2018. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on October 10, 2018 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were: Alex Rodolakis, Herbert Bodensiek, Kyle Evancoe, Paul Pinard and Jacob Dewey. Attorney Jeffrey Johnson presented the application before the Board. Also present was the Applicant, Larry Nickulas. Attorney Johnson explained that the project was planned in a unique way by constructing the .accessory structure prior to the principal dwelling. The Applicant is currently living in the garage/living area and the principal dwelling will be constructed for his son. The Board Chair acknowledged receipt of a letter dated September 25, 2018 from abutter Cornelius Andres, supporting the project. The Board Chair also requested public comment and Kris Clark F spoke and sought to clarify the project scope. The Board discussed whether requiring detailed plans for the principal dwelling was appropriate and determined that as long as it complied with zoning, they did not have jurisdiction over the design. Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2018-049-Nickulas Findings of Fact At the hearing on October 10, 2018, the Board made the following findings of fact in Special Permit Application No. 2018-049, a request to create a family'apartment above a detached garage: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-47.1. B. allows a Special Permit for a Family Apartment in a detached structure. 2. Site Plan Review is not required for single-family residential dwellings. 3. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 4. The proposed family apartment above the detached garage would not be substantially more detrimental to the neighborhood than the existing dwelling. 5. The single-family nature of the property and of the accessory nature of the detached structure are preserved. The vote to accept the findings was: AYE: Alex Rodolakis, Herbert Bodensiek; Kyle Evancoe, Paul Pinard and Jacob Dewey NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2018-049 subject to the following conditions: 1. Special Permit No. 2018-049 is granted to Larry Nickulas to establish the family apartment above a detached garage at 240 The Plans Road, West Barnstable, MA as a family apartment. 2. The existing apartment has been constructed in substantial conformance with the plan entitled "New Building for: Nickulas Residence 240 The Plains Road West Barnstable MA" by Cotuit Bay Design, LLC, dated March 8, 2018. 3. The proposed development of an additional single family home shall represent full buildout of the lot. Further expansion of the dwelling or construction of additional accessory is prohibited without prior approval from the Board. 4. The Applicant must comply with the restrictions in Section 240-47.1 Family Apartments C. Conditions and Procedural Requirements 1-4 of the Zoning Ordinance. 5. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be screened from neighboring homes and the public right-of-way. 6. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to the issuance of a building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Alex Rodolakis, Herbert Bodensiek, Kyle Evancoe, Paul Pinard and Jacob Dewey NAY: None Ordered 2 k. i T Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2018-049-Nickulas Special Permit No. 2018-049 to create a ,family apartment above the detached garage after constructing the principal dwelling at 240 The Plains Road, West Barnstable, MA has been granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. Ale4&016'kis, Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of V under the pains and penalties of perjury. s, Ann Quirk, Town Clerk 3 f � AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone ' Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust). ..................................110 mph Wind Exposure Category ...."•'"•••' 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories ✓Roof Pitch ................................ (Fig 2) '1 5 12:12 .......................................... ........................................... Mean Roof Height (Fig 2).................................................Lz-ft 5 3 Building Width,W............. ...... (Fig 3)................................................ ft 5 80' ......... ................................... Building Length, L ........... ) ......... (Fig 3)................................................. ft s 80' ...................................... Building Aspect Ratio(L/VV) .................. .....(Fig 4)................................................. Nominal Height of Tallest Opening2 —✓' (Fig 4)................................................ a s 6'8" —� 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................:. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 CConcrete.............................................................................................................................. oncrete Masonry................................................................... . _.� ........................... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table 4).................... 3 Z Bolt Spacing from end/joint of plate (Fig 5 ( 9 ).................. ...in.5 6" 12" Bolt Embedment-concrete """•'•"•""•" -........................................(Fig 5)...... �in.z 7^ Bolt Embedment-mason """""""' """......masonry.........................................(Fig 5)....... .....................:.............._�in.k 15" PlateWasher...............................................................(Fig 5).......l.......................................z 3"x 3"x'/e" —� 3.1 FLOORS framingFloor ber Opening (p 9 ) 'MR Chapter 55).................................... Mal imHeight Wall I Studsin Dimensioans n checked................................(Fig 680...I....Ful ...................................... ft 5 12' at Floor Openings less than 2 from Exterior Wall(Fig 6).......................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)........t........................................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................�ft 5 d ✓Floor Bracing at Endwalls ....(Fig 9).................................................................... ,/ ............................................... Floor Sheathing Type ................................................ (per 780 CMR Cha ter 55 ........ p )......................I ✓loor Sheathing Thickness ................................................(per 780 CM�Chapter 55).............. . in.Floor Sheathing Fastening _.L✓ .i 9 g (Table 2)..._d nails at�in edge/ rn field —6✓ 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).................... ft :5 ` Non-Loadbearing walls.......................... "".....................(Fig 10 and Table 5).................... .. ft s 20' Wall Stud Spacing " —� ........................................................(Fig 10 and Table 5 Wall Story Offsets ) 5 24 O.C. ...... ' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls................................................................................... able 5 ft in. �✓Non-Loadbearing walls..................... )..............................2x g- k Gable End Wall Bracing' (Table 5)..............................2x 6 - -7 ft a in. Full Height Endwall Studs.................... (Fig 10 WSP Attic Floor Length...............................................(Fig 11).............................................. ©ft zW/3 Gypsum Ceiling Length(if WSP not used).................. �>_(Fig 11)............................................ 0.9W f and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)............ . _� Splice Length ....... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking Double Top Plate @ 4 ft.spacing in end joist or truss bays �^ • ........................................................(Fig 13 and Table 6) Splice Connection(no.of 16d common nails).............(Table 6).......................................................... AWC Guide to Wood Construction in High Wind Areas: Il0 mph Wind Zone .Massachusetts Checklist for Compliance(780 CMR 5301.2.1:11)l Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 7) 2 .................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)........................... ...(Table 8) . ............................... .......... . ........... Load Bearing Wall Openings(record largest opening but check all openings for complia.n . .ce to Table 9) HeaderSpans ........................................................(Table 9)............................... ft d i_ n.511' Sill Plate Spans able 9 ft in.s 11' ..........................(T ).................................. ri. Full Height Studs (no.of studs)...................................(Table 9). ... ................................................� _lc Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans............................................................. (Table 9)...........................:......-1 ft �in.s 12' ✓- Sill Plate Spans...........................................................(Table 9).................................. ft�in.5 12 Full Height Studs(no.of studs)................. . " . .................(Table 9)........................................................_z Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 5 6'8" Sheathing Type. .......................................... note 4.............................................:.......... Edge Nail Spacing ( ).... ...............................................r e lG D —�'p g.........................................(Table 10 or note 4 if less).......................� Field Nail Spacing...................... ...................(Table 10).................................................�Zin. Shear Connection(no.of 16d common nails —�' Percent Full-Height Sheathing )(Table 10)........................................................ 9 g...................... (Table 10)........................... . . . .'z�% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2.................. �Y<6'8" .................................................... Sheathing Type...............0............. ..(note 4). •Edge Nail Spacing .................................................... c� P g.........................................(Table 11 or note 4 if less).... ................ in. Field Nail Spacing.........................................(Table 11).................................................17 in. Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing................... (Table 11).................................. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............l..../o f Wall Cladding Rated for Wind Speed?............................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang . (Figure 19)............. .C ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).........................................0..U= If Lateral.............................................(Table 12).............................................L=F 4.Plf v Shear.,............................................(Table 12).......... -_�Plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13) T=Gable Rake Outlooker................................ ........(Figure 20).........:...�fts smaller If of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)................. UA Ib. ............... ........... Lateral(no.of 16d common nails)...(Table 14)..................... . Roof Sheathing Type...................................................(per 780 CMR Chapters 58 al 59 Roof Sheathing Thickness........................... ) "".............. ...... .............................................`:��in.z 7/16"WS� fi Roof Sheathing Fastening...................................................(Table 2).........................................0...............KA t/ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 6T Cc0K • AWC Guide to Wood Construction in High Wind Areas:110 mph end Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' -WHEN THIS EDGE RESTS ON FFAMING USE 8d NAU ATSb r- 11, Ii 11 1 . Y 11 11 / 11 11 It • 11 11 11 � 1 11 11 6 1 ' 1 IL 11 1'1 1► ii 11 a 1 ;j � 1 �o li'1i I I 17 I r a� 1 4 (� 11 11ju �* I I � ii 1.1 rL 1 It 11 1L It 11Ij 1f 1 11 d ii 11 1 I1 j j W II � II 11 Ir / II 11 11 1 li t 1 II tl It 1 f1 � 11 WiUy,C9y..E NAILSPACWG ----- i pm - y. v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment l A WC Guide to Wood Construction in High Find Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 1 • >N V. Q 1 T 1 1 � 1 1 i 1 1 1 1 1 i i it 1� Z1 k FRAfVgING MEMBERS i EDGE R+ITERME E 1 1 1 1 �k I 1 I ■ 1 1 1 I = 1 1 1 1 r r MIN. 1 1 r ---L. 1 1 STAGGERED T MK ML PATFMN � PANEL PAW!EDGE DOUBLE NAIL EDGE SPACjNG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment r vi. c, AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and.Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment h ti LARRY NICKULAS P.O.BOX 507 WEST BARNSTABLE,MA 02668 -�lee--r A�C. Aj �41 -ecAf Bill Information My File Edit Tools Help f . Year/Type/Bill No. Customer Account Information History 2019, RE-R 20397 389306 ! ; f ���-� Detail Property Information 4 NICKULAS, LARRY PO BOX 507 Parcel ID 152-059 001 WEST BARNSTABLE, MA 02668 Orig Bill _ Alt Parc Apply Pmt Prop Loc 240 THE PLAINS ROAD v _ ��Special conditions/Notes. TI Scan Bill Ii Quick Entry Installment Information Int Dt Billed AbtJAdj PmtJCrd Interest Unpaid bal Effective Date ? 08J02J18_` _ 444.38 0,00�_ 44438 0.00 _ 0.00 I 11 J02J18 444,37aTO, 444.37, 0.00 J_ �� 0.00 Utility Acct 02J02J19 j 852.33 0.00 I 0.00 — 51.98 904.31 Customer__ I _ _i _ _� 05J02J19 __ 85233 0 00 j _—e__ 22.89 875 22 FeesJPen 0.00 0.00 i 0.00 0,00' 0 00 V Name ' _0._.�00 _5.I d_ 74,87 ,779.53Totals 2,593,41 - 888.7 Parcel i Prop ID E Notes/Alerts Due 07/1012019 e 1,779.53 ]AN 1 Owner: NICKULAS,LARRY Per Diem 0,65 I Misc Receipt Int Paid 11.93 r�View-Rev' ! -_. ._ _ _ Total Paid 900.68 -------- co View prior unpaid bills f Bill Dates _ r---- Ia 4yew ancestor prior-unpaid El - Bill Audits � i Bill Events JUL 10101� Reprint Preferences I TQWN OF BARNSTABLE �J PER R OF fNffeS_ COLLE Diagnostics i -Batch Information Batch# 71911 Department 3300 Batch Total 0.00 i Deposit Current Receipt 0.00 Receipt Count 0 I i ` ij i 2 o f 13 Attachments{?) i Display transaction history for the current bill. I. Bill Inl[OFmation ( My File Edit Tools Help aA Year/Type/Bill No. Customer Account Information History ? 2018� RE_R J - A 203955 389306J I(e3 Detail i Property Information NICKULAS,LARRY PO BOX 507 Parcel ID 152 059 001 Orig Bill WEST BARNSTABLE,MA 02668 . Alt Parc Apply Pmt _J I Special Conitions I Prop Loc 240 THE PLAINS ROAD l d Notes J Scan Bill Quick Entry Installment Information Int Dt Billed Abt jAdj Pmt/Crd Interest Unpaid bal Effective Date ! 08J02/17 ! r 439�05� b.00 439.05� 0.00 ( 0.00 Utility 11J02J17 439.05 f _ 0.00 439.05 7.0011 0.00 i 02J02J18 _ 419.701 0.00 1.00 0.00 1 } Customer 05J02J18 449.70 0.00 I 0.00 i _` 75.031 524.73 Name Fees/Pen 0.00 O.00I 0.00 0.00 IF 0.001 li r— Totals 1,777.50! 0.070j —1,327. 00 .0311 524.73 ! Parcel I Prop ID —Notes/Alerts Due 07/1012019 _ 524.73 1 r— Per Diem 0.17 Misc Receipt )AN 1 Owner; NICKULAS, LARRY Int Paid 3;.70 ! View Rev _ Total Paid Y_ 1,363.501 uiety prior unpaid hills Bill Dates view anr-estor Fu for unpaid bills I Bill Audits ❑BA`sH cV5M r.KDt Bilk I Events JUL I 10 20-15 Reprint nces TOWN OF BARNSTABLE Prefere 1 pEReoElee o TA7CE5 I j Diagnostics � _ Batch Information Batch# 71911 Department 3300 Batch Total 0.00 Deposit Current Receipt 0.00 Receipt Count 0 IF13 ►I �' At f?� Display transaction history for the current bill. iJI01 TOWN OF BARNSTABLE t. PERMIT CHECKLIST Sip off hours for Health and Conservation are 8-9:30 a.m. and 3:304:30 p.Me A conce permft appikadon Includes ffl$ng all suns 1-lad 1. NEW STRUCTURES/REMODELING/RENOVATION/ADDITIONS ❑ Site Plan showing setbacks of proposed and existing structures ❑ Commercial—One complete set of full sized plans one reduced 11,,x17"(plans may require a stamp by an architect or engineer). ❑ Residential - 5 Sets of floor plans no larger than 11"x 17"smoke/co detectors marked ❑ Worker's Comp. Affidavit and policy(if required) ❑ Res Check or COM check from the 2015 International Energy Cod Council(IECC) Letter of financial Interest for new houses only(not required for rebuild after teardown) ❑ Performance bond made out for$4.00/foot of road frontage(new construction only) 2. DEMOLTION OF A BUILDING (NOT PARITIAL) ❑ Everything above plus shut off letters from following utility companies: ❑ Gas ❑ Electrical ❑ Water ❑ Sewer(if required) 3.-DECKS/PORCHES/GAZEEBOS/INSULATION/SOLAR/POOLS/SHEDS ❑ Site Plan showing proposed location ❑ Construction plans showing framing detail(if new framing), ❑ Pools—Barrier details, pool specs(engineers design) ❑ Workman's Comp Affidavit and policy(if required) FAMILY APARTMENTS ❑ Section 1 Plus: ❑Family Apartments are subject to approval from the Building Commissioner. Agreement must be signed, notarized and recorded at the Registry of Deeds and returned to the Building Department. 7 t The Commonwealth of Massachusetts Department of IndustridAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezibly Name(Business/OMwdzation/Individual)• f% C! Address: 546 City/State/Zip: L/Phone Are you an employer?Check the appropriate boa: Type of project(required): L❑ I am a employer with- 4. am a general contractor and I s have hired the sub-contractors 6. ❑New construction employees(full and/or part-time). 2.❑ I am a sole proprietor or partner- wed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for mein any capacity. employees and have workers' 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 LE]Phunbing 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.msu rance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire offside 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-ontractors have employees.they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and=enaMeso!f, that the information provided above is true and correct. Si 'e' n Date: 21, Phone# Official use only. Do not write in this area,to be completed by city or town offtcial City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical 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 bemuse'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 buuldings 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 certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple pennittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAM Revised 4-24-07 Fax#617-727-7749 www:maw.gov/dia cam% Ae- C- z3zd� z� i • - f ` r ,� (� V � _ .. , � . ► ' �r � `.` S • - , I . .,. � , _ _ �. . _ ._ ► � _. i . _.. �, �, � �i 1t��f ` *` - -elr [�?�--" � .. i f • � t .` �• _. i ., r , 1 `� � �71�F nv s jo� vx o ;+$ � • +�� � •� �a 1� � �.i,'a,, �� ,:�, ..� i' as ` n��� � y'd ~"` tl �.�_s � +.». �S k -.. 1 1 1'N i' � ''n� �. ti .` _ ` _, r, ` �.ti� +'\' -1�e e _rJ �'� "9^ � �..,1``•lY.� 3 + �'ti;�t`1 i^� ��' ��+� 1 k\ + .:� � - - 1 � 4 f. - , 1 �' � 1 � + 1 r� , .. a � ' . a � � �—._...rr+_ a �� a " � � , ' � - � f , ,0 Effective Date: R—i1v .8th, 2010 0 0 'G WeAern Surety Company 5 G B B LICENSE AND PERMIT BOND F .G 5 KNOW ALL PERSONS BY THESE PRESENTS: Bond No. -6 4 7 07 7 0 0 That we, Larr-v D N-ickulas of V-Iest Barnstable State of 'tlassachuset.-ts 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 One Thousand and 00/100 DOLL�kR S 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 Street Excavation 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 July 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.tv..'-,fL,'V"e'"('3.5.,days from the mailing of said notice, this bond shall ipso facto terminate and the Surety shall,;klieWup6n bb',ielieved from any liability for any acts or omissions of the Principal subsequent to said dat'e Rp.gaX_Ajes§-,Wtbe number of years this bond shall continue in force, the number of claims made 4afl sf'.Ais bond-,an'&the number of premiums which shall be payable or paid, the Surety's total limit of liali l t shall not bd kt�ffitilative from year to year or period to period, and in no event shall the Surety's total liabz�ity�£oxFrall'ckaims exceed the amount set forth above. Any revision of the bond amount shall not be cumul'a'bive R .Dated 101,111 3rd—,-day of 6 Principal Principal WES LJ R E'I COMPANY A BT�e/ -------Paul T. Br flat,Vice President Form 532-12-2015 o3000030WESTCRN SURETY C.-NI ..11 01 -CRICA'S OLDEST BONDING COMPANIES (3GX i f, r 4 • pp ACKNOWLEDGMENT OF SURETY t STATE OF SOUTH DAKOTA I ss (Corporate Officer) 1 COUNTY OF 1bIINNEHAHA On this 3r 1 day of July 2019 before me, the-undersigned officer, personally appeared - Paul T. Bruflat 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 j officer. IN WITNESS WHEREOF.I have hereunto set my hand and official seal. +yes�i5h4yybhh�syyyh�vyy0yhy5+ .. . s M. BENT SEAL NOTARY PUBLIC SE L ---- --'----- ----- --------.._..----..._ s SOUTH DAKOTA .s Notary Public—South Dakota t +h�,h�,y�,hhhSS�,�,hghhhhyyyh+ M lily Commission Expires Maroh 2, 2020 ACKNOWLEDGMENT OF PRINCIPAL k STATE OF ' ss (Individual or Partners) a — —COUNTY OF I_— '— 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 1 that—he — executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL ` STATE OF-- _--,-- ) (Corporate Officer) ss COUNTY OF On this ---day of before me personally appeared who acknowledged hinrself/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------------- CIO Ea U a ^ E. 0 cn o Z i W W 7 y a0 o w s� 0 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. Bru=lat _ of `_ Sioux Falls_ State of its regularly elected __--_ Vice Er_e_-iaezit--___—_—_, 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 Street Excavation Toijn of Barnstable bond with bond number 697077o0 for L a r r_v D t9 i c k u l a s as Principal in the penalty amount not to exceed: $I, 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 Attorneys-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 — Vice President _ with the corporate seal affixed this _ 3res __day of _.____.--?ul.ro%0 19 ATTEST WESTE N URET COMPANY - — By---— --- ---`--_...-L.Nelson,Assistant Secretary Paul T Bruflat,Vice President et rv. STATE OF SOUTH DAKOTA ' ss r w� COUNTY OF MINNEHAHA �} On this —_ 3rd day of ______ July_ — 2019 __ before before me, a Notary Public, personally appeared —- — Paul T. B r a f i a L ---- and --- L. Nelson------------------- --_ who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as ___—_y icePresident _ and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. +�y�,yy5ytiy55shhhh5yy5hhh�o4 s J. MOHR s s SEAL NOTARY PUBLIC SEAL f ys,�SOUTH DAKOTA�s — ------ 45yhh55�,�,h555yh5hhh�hyyh t My Commission Expires June 23, 2021 9 Notary Public To validate bond authenticity,go to www.cnasurety.coni >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 �Ow JauoissiwwoO - �N 899Z0 tiW'318V1SN21d8 M 3\, Log XOS Od e`.i,;'�.,•;1s,.`SVlf1HOIN O J12121V1 saiidx� 99ZZ00-SC s(rty``` OZOZ/8Ll40 � Jos IAJadrl lsu00 spiepue)S pue suolleln6ab 6uiplin8 to pjeog ainsuaoi-1 leuoissaloJd 10 uoislAld ; sllasng3essew to ylleamuowwoo office of Consumer Affairs&Business Regulation Registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: TYPE:>Individual Registration.,. 9?E ation Office of Consumer Affairs and Business Regulation 179701,:; 08/27/2020 1000 Washington Street-Suite 710 Boston,MA 02118 LARRY NICKULAS. :; ; '.:'.......... ... LARRY+.NICKULAS.` 616 HUCKINS N Vail without signature CENTERVILLE,MA 02632 ' Undersecretary i °*`"Er �� Town of Barnstable Building Department-200 Main Street KAM �00p Hyannis, MA 02601 Tel. (508) 8624038 Certificate Of Occupancy Permit Number: B-19-2215 CO Issue Date: 3/5/2020 Parcel ID: 152-059-001 Zoning Classification: RF Location: 240 THE PLAINS ROAD, WEST Proposed Use: BARNSTABLE Name of Tenant: Sprinklers Provided: Gen Contractor: LARRY D NICKULAS Permit Type: Residential-Single Family Type of Construction: Design Occupant Load: 0 Comments: Three Bedroom, 2 Bath Home with Attached 1 Car Garage Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition Town of Barnstable Building Post?his Card So That it is Visible From the Street-Approved Plans Must be Retained on lob and this Card Must be Kept Posted � Until Final Inspection Has Been Made. 019, .� Permit wu+• Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-2215 Applicant Name: LARRY D NICKULAS Approvals' Date Issued: 08/07/2019 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 02/07/2020 Foundation: Residential Map/Lot: 152-059-001 Zoning District: RF Sheathing: Location: 240 THE PLAINS ROAD,WEST BARNSTABLE Contractor Name: '1�RRY D NICKULAS Framing: 1 Owner on Record: NICKULAS,LARRY Contractor License: CS-002265 I 2 Address: PO BOX 507 Est. Project Cost: $300,000.00 Project _ Chimney: WEST BARNSTABLE,MA 02668 Permit Fee:i $1,655.00 . Description: Build a nw three bedroom 2 bath home with attached garage. Insulation: Fee Paid: $1,fi55.00 Project Review Req: 20151ECC R 401.2,:#1 Section R401 thr I ough R404 Date: 8/7/2019 Final:}� / ,y,,���t�3�s1•E3— PI b n /Gas i . , of 1lp Building Official Final Plumbing: f This permit shall be deemed abandoned and invalid unless the work'authorized by this permit is commenced within six months after issuance. r All work authorized by this permit shall conform to the approved application and the approved construction documents for whic13 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 coning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of Final Gas. .._ the work until the completion of the same. l f Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough:Ok_(�f/�f L�f`� 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 S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage ' 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. n' h Final: "Persons contracting with unregistered contractors do not have access torthe guaranty fund" (as set forth in MGL c.142A). Fire Dep Building plans are to be available on site --� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: `Z ('i 3 Lauzon, Jeffrey CVO THE PyA57,1as tD From: Lauzon,Jeffrey Sent: Wednesday, May 20, 2020 8:11 AM To: 'NRICK@COMCAST.NET' Cc: Lauzon,Jeffrey Subject: ViewPermit, Permit No: TB-20-900 Applicant, Please be advised that the above application has been reviewed and the following is noted: 1) No completed family apartment agreement submitted. (780 CMR 105.3) The application is denied pending submission of the required documents. And, if aggrieved by this notice;you may appeal to the Building Appeals Board within 45 days in accordance with M.G.L. c. 143 §100. Jeffrey Lauzon Chief Local Inspector (508) 862-4034 ieffrey.lauzon(a)town.barnstable.ma.us 1 Town of Barnstable _ 8APWJrA8M Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Shed 16 Posted Until Final Inspection Has Been Made. • .ss� ,� Registration Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Registration Number: B-20-853 Applicant Name: Approvals Date Issued: 03/17/2020 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 09/17/2020 Foundation: Location: 240 THE PLAINS ROAD,WEST BARNSTABLE Map/Lot: 152-059-001 Zoning District: RF Sheathing: Owner on Record: NICKULAS, LARRY Contractor Name Framing: 1 Address: PO BOX 507 Contractor License: 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $0.00 Chimney: Description: 12X16 Permit Fe e: $35.00 # Insulation: Fee Paid:1 $35.00 Project Review Req: SHED REGISTRATION 12 X 16. I Dater pp 3/17/2020 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 aftertissuance. All work authorized by this permit shall conform to the approved application and the{approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I __�11/ /fI The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work:; Service: 1.Foundation or Footing 2.Sheathing Inspection I Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed- 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 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. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: TOM of Barnstable �tHEro ti -Building Department Services BUILDING DEPT. Brian Florence,CBO • s+gxsresrs • Building Commissioner MAR 17 2020 MASI S 9.. � 200 Main Str6et, Hyannis,MA 02601 prEo"" F www.town.barnstable.maus TOWN OF BARNSTABLE Office: 508-862-4038 31�7 Fax: 508-790-6230 i PERN=9 C6 5 FEE: $35.00 SCANNED MAR 18 2010 SEMD REGISTRATION RESIDENTIAL ONLY 200 square feet or less S. Location of shed(address) Village / � d Property owner's name ? Telephone number C3 a , Size of Shed Map/Parcel# zLID Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jmisdiction? You must file with Old Mng's Highway Conservation Commission(signature is requited) Sign off hours for Conservation 8:00-9:30&3:304:30 PLEASE NOTE: IF You ARE WTTHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT'PLAN Q-forms-sbedreg REV:08/6/17 Town of Barnstable F tNE j�� Building Department Services Brian Florence, CBO + BARNSTABLR, + BARNSTABLE Building Commissioner IIFRSriI?t5 4:15.OSkR91k'•ctS 6WCF&F OQ i6 g. �0m 1639-2014 ArFa MAr a 200 Main Street, Hyannis, MA 02601 �Dg www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 4/6/2020 Larry D. Nickulas 240 The Plains Road West Barnstable, MA 02668 Re: Family Apartment Dear Mr. Nickulas, Enclosed please find your check number 6367 in amount of$35.00, dated March 30, 2020. 1 do apologize for any confusion; In order to proceed we will require a check in the amount of$60.00 for the Certificate of Occupancy for the Family Apartment, I have included documentation that does show you have an Occupancy Certificates for the residence and garage you built on the property. I have also, enclosed samples of what a Family Apartment Agreement looks like this is needed also, again I apologize for any confusion the Agreement will need to be notarized and recorded with the Registry of Deeds and each year thereafter I send out a Family Apartment Affidavit which needs to be completed and signed and returned to me. If you have any questions please do not hesitate to contact me at (508) 862-4039 Regards, Brenda Coyle Permit Tech. LARRY NICKULAS P.O.BOX 507 WEST BARNSTABLE,MA 02668 A41�e G147 -e 17� ,006 O DING�Fp qpR r. 1p�N pF 6.ZpZO BgRNslgB �F °F`"Erg Town of Barnstable ' arisrnscE r Building Department-200 Main Street Hyannis, MA 02601 Ec.Mo Tel. (508) 862-4038 ? ; Certificate Of Occupancy Permit Number: B-18-59 CO Issue Date: 7/17/2018 Parcel ID: 152-059-001 Zoning Classification: RF Location: 240 THE PLAINS ROAD, WEST Proposed Use: BARNSTABLE Name of Tenant: Sprinklers Provided: Gen Contractor: LARRY D NICKULAS Permit Type: Residential- Land Type of Construction: Design Occupant Load: 0 - Comments: Garage with one bedroom above. This will be the primary residence on the property. 7 /711 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition °F`"ETA Town of Barnstable i :,,#JW W,,. Building Department-200 Main Street , . �0`p Hyannis, MA 02601 TEn Mn�`° Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-19-2215 CO Issue Date: 3/5/2020 Parcel ID: 152-059-001 Zoning Classification: RF Location: 240 THE PLAINS ROAD, WEST Proposed Use: BARNSTABLE Name of Tenant: Sprinklers Provided: Gen Contractor: LARRY D NICKULAS Permit Type: Residential-Single Family Type of Construction: Design Occupant Load: 0 Comments: Three Bedroom, 2 Bath Home with Attached 1 Car Garage i 22 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition Town of Barnstable Assessing Division Eo. 367 Main Street,Hyannis MA 02601 ww w.town o f b a rn s to b l e.us Office: 508-862-4022 Edward F O'Neil,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION DATE: October 15, 2018 RE: Abutters List For Parcel(s) : 152-059-001 240 The Plains Rd. West Barnstable, MA 02668 ! As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. i 1 I i Board of Assessors Town of Barnstable Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2018-049-Nickulas Special Permit No. 2018-049 to create a family apartment above the detached garage after constructing the principal dwelling at 240 The Plains Road, West Barnstable, MA has been granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. Q ctril�w 2�'Z,D1 ti Ale olakis, Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of �6V under the pains and penalties of perjury. Ann Quirk, Town Clerk �`� •'•, tl! • :u < N G1 '• x i 1.., C" r V. d ,,. : 0 3 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.201M49-Nickulas Findings of Fact At the hearing on October 10, 2018, the Board made the following findings of fact in Special Permit Application No. 2018-049, a request to create a family apartment above a detached garage: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-47.1. B. allows a Special Permit for a Family Apartment In a detached structure. 2. Site Plan Review is not required for single-family residential dwellings. 3. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 4. The proposed family apartment above the detached garage would not be substantially more detrimental to the neighborhood than the existing dwelling. 5. The single-family nature of the property and of the accessory nature of the detached structure are preserved. The vote to accept the findings was: AYE: Alex Rodolakis, Herbert Bodensiek, Kyle Evancoe, Paul Pinard and Jacob Dewey NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2018-049 subject to the following conditions: 1. Special Permit No. 2018-049 is granted to Larry Nickulas to establish the family apartment above a detached garage at 240 The Plans Road, West Barnstable, MA as a family apartment. 2. The existing apartment has been constructed in substantial conformance with the plan entitled "New Building for: Nickulas Residence 240 The Plains Road West Bamstable MA" by Cotuit Bay Design, LLC, dated March 8, 2018. 3. The proposed development of an additional single family home shall represent full buildout of the lot. Further expansion of the dwelling or construction of additional accessory is prohibited without prior approval from the Board. 4. The Applicant must comply with the restrictions in Section 240-47.1 Family Apartments C. Conditions and Procedural Requirements 1-4 of the Zoning Ordinance. 5. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.)shall be screened from neighboring homes and the public right-of-way. 6. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to the issuance of a building permit. The rights authorized by this special permit must be exercised within.two years, unless extended. The vote was: AYE: Alex Rodolakis, Herbert Bodensiek, Kyle Evancoe, Paul Pinard and Jacob Dewed NAY: None Ordered 2 r - _ , t ;� -7 _ •s3 _ ma's _ r-76 1.2-1-35—2 18 ci' C1,5 - S2A Town of Barnstable Zoning Board of Appeals. _ - - Decision and Notice ' Special Permit No. 2018-049 -Nickulas, Section 240-47.1 (B) (4) -Family Apartment _ To allow the proposed family apartment to be located above the detached garage Summary: Granted with Conditions Applicant: Larry Nickulas Property Address: 240 The Plains Road, West Barnstable, MA Assessor's Map/Parcel: 152/059-001 Zoning: Residence F Hearing Date: October 10, 2018 Recording Information: Deed: Book 16528 Page:83 Plan: Book 613 Page 83 Background Larry Nickulas applied for a Special Permit in accordance with Section 240-47.1.E -- Family Apartments. The Applicant requested relief in order to create a family apartment above the detached garage after constructing the principal dwelling. The property is located at 240 The Plains Road, West Barnstable, MA as shown on Assessor's Map 152 as Parcel 059-001. It is located in the Residence F (RF)Zoning District. The subject property consists of 2.06 acres and is located at the end of The Plains Road, off Woodside Road, in West Barnstable. The area is single family residential with a mixture of lot sizes. The Applicant's intent is a two phase project: the first phase is to permit the detached garage with living area currently under construction and in compliance with setbacks, the second phase will be seeking permits for what will be the three-bedroom principal dwelling and the garage/living structure will be used as the family apartment. According to the Assessor's records, the detached garage/apartment is 28 feet by 28 feet and consists of one-bedroom and 1,092 square feet of living area (1,876 gross square feet), and constructed in 2017. Procedural & Hearing Summary Special Permit Application No. 2018-049 to create a family apartment above the detached garage after constructing the principal dwelling was filed at the Town Clerk's office and office of the Zoning Board of Appeals on September 5, 2018. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on October 10, 2018 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were: Alex Rodolakis, Herbert Bodensiek, Kyle Evancoe, Paul Pinard and Jacob Dewey. Attorney Jeffrey Johnson presented the application before the Board. Also present was the Applicant, Larry Nickulas. Attorney Johnson explained that the project was planned in a unique way by constructing the accessory structure prior to the principal dwelling. The Applicant is currently living in the garage/living area and the principal dwelling will be constructed for his son. The Board Chair acknowledged receipt of a letter dated September 25, 2018 from abutter Cornelius Andres, supporting the project. The Board Chair also requested public comment and Kris Clark spoke and sought to clarify the project scope. The Board discussed whether requiring detailed plans for the principal dwelling was appropriate and determined that as long as it complied with zoning, they did not have jurisdiction over the design. i Proof of Publication Publication Date �- Town of Bammilk ' To-Am of BamsteMe. Zoning Board of-Appeals . f:.....: .. Notice 6fPuh0e Ffear§rps under the Zoning Ordinance - ZaNr(rJBaard of peals October 10,2018 N65ce of Public He ps undere arr4rp Ordinance October 10,20 B I I 7o ell persons IrRerested In or affected ty the scions oTttie�pntng �. To all rsons'eterested h m affected by the actlons of Ur¢Z9pktg Biiard of Appeals,you am lrcreby iptl0ed,DursuerA!o Seclla'31 af. � 6j notes,pu scram to Seiilon'11 0l ;Chapter 40A of the General Laws.af Cre Ce(nmeaweeitp of IAassa• 9oa,d ADDe,k Yw,V.We •ehasetts;and all amendinenfs,thbL,0tat i public Irea4 ori'tbe Chapter 40A_01 the General Laws of Ue Commawreetth.ol kisses logws4np appeals witl be held on Wedn chusetls,and ar ainendmants thereto;that a Pudic hearing on the esday,.October_D,2018.at ••.the tkne rndlcated;' - rolWwktp appeals wig be held on Wednesday,October 10,2018,at .... ..r-.;'•1 ::° .,; ..; ,..;:;' lheUmePntlkated J 7:OU PM: lees%applied 49 for • - r 'iccordarw • 79U PM- Appeal Mo 2018-049 .Nkladas ''Larry Nickolas has Family for tr S fits. Pencil In`Aaordaktce'wUh ?, NkkulaS'has eppYed far a Spada(Pr ririltm aecar�kice`w Section 240 47.1 B;Family Aparimcnts.7he.Applksrrt Is requas0rrg Section 240-47.1J1;famfry Apartmerrts..The Applicant is raqual4 rdlef to order to ereati'a(am apartment share the deladwA gere,p relief In order[o cfeate a family apartment ehotteyhe detarded garage' ,efto<�ns(rur nptbepdndpefdwelBngn: •`r:i_ I t aReranstruaOnB'Ihe,Ddndpardwegh'0. ."i ';;:'.'::. Th4 properly is located at 740 The Pla'ata Road;WesLBamstahie, Mlias hliown on Asaesaofs Map 152 is Parcel O58 ODt.:ft H local-. The prgpe,ty`Is Wratatl at 240 The Pialr1s Road.West Bamsebis, f ..ed In the Residence,F.(RF)Zaninp Oisl(kt... ._... ,.:..,. MA as eliown mAsseisars Map•tb2Its Parcel 95MM.'_It Is local t : . .. edin0)eRaddenceF(RF)7nninpOlvUic4. . _:_:---•. ,7A1PM Appeaitk.,2017.050 -"r . ' .Ban_. ,. Jan 7.Barr.u Trustee of the Jeri T:Barr 2010 Rovacili a Trust; 7:01 PM- Appeal,110:2017-056 :;., Ban=' 'hasrpetitlaned W A Varkim lo_Sedlon 240.44A7 Adeehbb*,Uses-' ) Jan T.Bar,as. tee at the Jan'T.Bari 20f0 Revaralrle Trust,'.. Pe.mltted.vnitr Special,ParMt,Tie piUtlonec Ls.reques0rtg a;Var-., has petitioned toe a Vadairce'tA:Seaor:';240.44A''Ac'ciwory Uses leitce:In order to'ccnstruct a small boardwalk tamp and nuat on her Pemdlted,wRh:SDfldal_Perinit.:The peNOorer.,ls.lequesgnp aVac-. unimproved beady lot t=ted at.o Long Beach Road.-Ostarvft The rarice in order to construe[a small boardwalk;•ramp and float on her, •be''ichlot is located directly opposite edd acids the CentervIlle'River: '' unlmpraved beaeh'Wtlocated at 0 Long Bpedk Road•OsteM k. The' I (Bt Ls located dlreaUy opposite and across the Cerder4a diver r -,fromihd.pnmary'residence'located et4B.Mein Streei';OsterVille.. 'i fmm'the.prinn iesiditnca Jocated..et 49 Main.Street,OsteN0a.. Sectlorr.24014Jt of Ihe.narrtslabk Zanlnp'Ordirrance prmAdea Mat Section.24D-44A�.the 8arrsstaMe 20"a .Ordinance provides.that the accessory uselot be eflhei ad(ofnkrg Meprimary use!at of he dl-. L the sera�ory.us'e tat be either adpin1,the priarary use lot or be dN redly dppoala and across a road.from the accessory.useloU iha iuti)ect properly'fs lecatid at0-L6np Beach Raid,Ostmvlk-MA as )erdly apposite and.across•A_mad from,Me acpessory Me IDL;The. ;sfpxm'er(Assessbr's:.Map-185 ;Pared 047;:;Itrls located 1n•tle::. stib(ect prop"'If Idi thd'aL01:6na 8each'RaaA;Ostemll9,6(A as Residence F.-1 RF-1 and Resuuree.ProlecUon War OM, -sb wn•on Assessots•,Ma '185.as Parcel 047:'.it•fe'forated Ire Me. f ( ....),. ., ial.i�dng; AesWende Ft t trkds(RPODJ :. :,r: :.. .::...::: .:' I (RE L a Resource•Prdec4on O.veday,ZonTng Des-. tdcts(RPOD). = t,:,•.•:.:,. ,� '.::.: ..• : .: is 702PM . ,AppeelNc.20tt&OSO.c.-..•'GaVinFemiNTrfut : 102Pr „r: :- •. 'i . ,•.i..•, : :_'..: •='Dgdd G.Gavin sod Stephanfa,.Ngvin,Trusters of-the Oavh Faro-: 7• 7 02� Appml No:2018-050 ' ' Gayln FamUyTrust Oy TfuA,have pA!tt ed for p'Vedance to.Sectlon 240-11.E..Bulk -ManVs,Gavin and Stepfg;Wl_Gavin.Trustees of the Gavin'hnn { Regdatlons. TRe:Patiddhars are esldag fdr-ieBef(rdm the twerdy, {t gylNst,Piave petitioned,for•a Valance to SecOon 240-11.E-Bulk 1 .(20) Ocot Itaidyerd;setbadr;rmryiiemer(t of Me toning dptric1-16 Aagofegona. The pe(Sloners'.aW asldn0•Inr rbliel'from•Uu twerp whlch'it is located In oider'to cons truil a'poroh ePDrordmately 188, -CM)bct• d yaN_setback,rupuiremant of lAa:taning district In; :9 feet frant the front yard setba6k...The propa onch reed m atlas Sure•, .+• whkh'k's locefAd.in brdar to construct a porbh apprmgmatdy 11L3 set lane.BamstablD.MA as shown an Assessors Map 30t as Parcel, 'feel f(md the front yard setback.-The p,aperiyls located.at 108 Sun:- .V •059:it h1treated IF the Resldekxe B(RB)Zordng Dls(fIDL - - set Lane,.Barnstable,MA as shown an Assessars'Map 3016 Parcel -. - y,:,_. ..;.:..;.•,,r_. . . 1)A`It h located In the Resider=B(RB)Zaning District 3 i_.�;;;- "in Streat, arridsrg3 MA, helring Room Barlocated an the end iVe7 ;-These'pabfle•heaiiq's w�l behetd.-a['Me Burrstableflown Haft,367 tWeln Street,tpahnis,MA,Hearing Room Waled an the 2nd Roar,- i Mein Street'1pannis,'MA,HeadM Room located on Me 2nd floor,; Wednesday OctaharJO,2018. Pkns and appfleaUons ma .be•re-. :vlewed.atthe Zoning Board of Appeala Offke,plaro g erW newjop=: V1e4aasday;October 10.2016. Piers and appligaQns,may he re•t :mdat Dapadmerd,Town Ofgcey 200 Male StreatrHYemrLs,MA j a4aised a%-Zoning Board of ApDeais_01fke�P.annln9 cord Develop r :... , mwdpepartment Town Offices,2O0 f1l�i StmL Giai9ii Mk--- ;Badislahte Patric' :...' AIea,Roddalds;f2rair ( "A1ark Rodulaids:Clrelr.. t:.conk;,oMi 2t and SeptimLer 28.201A 7mdnd Board of ADDeals tsWble Patriot r:::•;-.'. ! • -Sratembar 21-and September 2B.2018 Zoning Bo'W of ApM - r 84RNSTABLE REGISTRY OF-DEEDS John F. Meade, Register At "jo . t Proof of Publication Publtcatton Date Town of XOdng Beard ol'Appeals- ' " \.' ; •Town atBemsfaWe_......_::_:.—..:.:.;.. NoBceiiPubYeliirinsw+dertheZpningOrdinanm'..::. Zcoyhg Hoard of Appeals'' October t0,2018 i+ �atice of Public Hearhgs.un&"he Zodng Ordinance••:•;:- - -• - ( - October 10,2018':..::,. .:..,...;..... .: .:• �-� . . .. To ag Puaarhs InteresteG M ar affected by.the adlorh�ai:the 2nrdnp - B•persons Interested in or afletEaQ 4y Me•acdana of the 2noing; Board d Appeals,you are hereby nolified,'pursuanI to S4dbn•11-d B. d Appeals,you are hereby noUtff prireuant td'Sectlon 11'0l ¢h�tar 40A of Ne Genera!Laws of the gomminwraldl of.Massa-•. h r 40A of I. General taws of the Corrmtom jS of Mass:: dhuaets,are)all amendmedg thereta,•'If�}a puDBc hearing on the and aP amendments thereto,that'99 putillCheadng an the Idmvdnq appeals wgi he hain on Wednead OctoDAr 10,'2018,at IbvAhg aDpeafs w19 We nab on Wednesd?'Ocober 10;2018,•at . fha tycte hdicated: ;:. :.. ._.:.-, .• thetlmehh0lcateQ ._p.: 700PM Apped NO.ZOtB049 :_'•dHckutas:.'`. 1 A.';,' :F4:�ias. -,'.•Larry Niclndes has applied for a-Spedal Peanll'b accoideihcd Yrhh 7:00 PM Appeal No.2018.049 '>,: ::..._:.•:.•'..yjlqur�••: ', Sedbn 240.47.1.8•Famiy ApaAmehUs-The.AVpllcani y re uestkhp . Larry Nkkuias has epplied.br a Spectal Permit ti accordance with regef)n order to Create a Wmgy apartment above the detached garage. 'Secltan 240.17.1E-Famgy'Apadni rnW.The Appilcim is reqyuesting after constructing order to create a Principal dvreBifnfl -_: regef In order b create a fami!1 hhpartrnem above the Cetached..rage I... h joc"at 240 The.Plains Road,West Bannstahle, atmr co piped htp the pnrfeipal dwa8lap.`' ::::' :`:-: -: ?- i:MA sp�on Assessors Map 152 as,Parse1059-DOt. Tne properq!'Is totaled at 240 N:Ppbhs Read.Wes(Bamst4¢le,. . '.ed b the.ttesider�e F(RF)ianihhq Olstrlct - . 'MA as aMwo on Assessors Map 152 hie Para)059-0Ot:Il•h brat- ed fn the Residena F OlstricL ;' ��T�O .•y:•::•.•:••'.�!• '7•.flt-PM'::APpialNo.2017.058. s •c:',"8eir. No.,2017 056 Bail' ::"r %•Jan T.Barr,'as Tnatee of Ube Jan T..Barr 2010 Revocable bust jlppial has-IietbVed fors Variance to Section 140.44:A-Accessary User Jan T.`Barr,as Tnhstee 611de Jan.Tr.Barr 2010 Revocable Trost,. rmltied with special Permit The PelQoner Is requesf)dg.a Vat; . has pethldixd for Vatkna to Sedan 24CA4A'-Acoai§ory'Uses Peimmed.wiN,Spcdat Pim!it•The'pegdoner_Is rygonstDtg a Vat+;I Tance in'otder'to construct a.obeli boo dwa(k,rampand Peat on her •lancein btdei-to dmhstmq a amag boardwalk,rampand Boat on net. i udmprpve0 bac h.lot located at 0 Lono Beach Road Ostervi0e The . 4 urlmprared.Deacrlot bated at 0 Long Beach !e• tom' beach lot is located directly opposfte acd.across_the Centerville Rfvar. 'i beach lot Is bated dbedy apposlti and aaoss.Bte Centerville River,. from die primary of the rta bated at 48!Orin Street'Oates g". from The prima "restdanea hated at 49 Main Street,Ostuvi le'. Section ssory A of the gacrssWbte Ingth Ord'ahax ie' i or Saofton 24D•d1A rot the Barnstable 7ordnq Ordinance provides'that. Bse arra64arryy use lotee,e0her ad✓otning the pnrruuyvse si to be Ei- the accessary Use of b apher adjlnlaq the primary use toyer bed!- ratty oppbsue and across a road from the accessory Use lot-Tlie ! reaty opposite and across a road from tlm accessdy rise loL'The 1 I subject properly u located at 0 t on9 Bach Raid,Ostarv,Ale,.MA as sUtrjed properly Is Immd at 0long Beadh:Road,Ostervlte,MA as. elrovrrr an Assessors Map 185 as Paral 047. 1l'Is 1dcaled In the shown on Assessors Map 185 as Parch 047."•R ts,located-in the ! Residence F1'�RF1)and Resource Protedlmt Oveil�Zahing Ois- •, ;Resldeace:F-1.(RF-1)and Aesaoree Prdedloii:Ovettel ZonlriB'bis blels(RPOA).:..! :.;r:—:.,:•• ' )Appeal 00 2018 050 Gau1n Famty Trost 7:02 PM::'.+ Appcaf No:2018.05D Gavin Family Trust Oadel G.Gavin and S1eph8.Pie L Gavin Trustees of the Gavle fam- Oanlel G.Gavin and Stephaple L Gavin,Tnlstee5'af the Gavin Fanh gyTnrst•haue.petdonsd fora Variance to Section 24011E BuA. 8y7rust have pelitaned fora Variance to Ss0JDn 240.11.E-'Bulk ttegllBttons: The peVtloners are eafdnq for rthe zoninfromg he twen In ty T.Regulatorm..'.Thi petitaners:ere istdng•tor regef iron the twenty ' (20)toot front yard setback regtritemerd-of.. mning d'hsMct '(7D)foot.front..yard:'sethack>iequiremelt of the:mninp.dhtrtct In. �which it is loeated-Idurder to constructs porch epproAmateN which ft Ii located lfierder to'e_ahstruet i porch approtdmaudy 183 Wd front the konlyard setback"The property Is looted hit 108 S� 4peFfrdryt'thiftddtyarE SetDack'The y7d{idryt'O I dted81 10B Sun= sat Lane BamstaM0.'! as shown orf.Asseswrs NIeQ 3Q1 LP. set lobe Barrssfible,MA as shown on Assessor's Map 901 as Paleel 1059.It Is hated Ill the Heslderha B(RB)Zonln9 Olsttic% :.i 059: It Rtocated In the Resklrna B(RB)Ialjinp Dfstr)cG;:: ;:';.`: jtM publlc heanngewlo be held at the�B&n5lable Tmvit_Ha4 387 _::...:.. .. .. ___....:_.._. :. ...;'....'__.._-• Main Street'Fganihts MA,Hearing Room'located an'ttie;2nd'Rour, These publ�hearings will be,held-at(►id 9ainslable:Town.Hall,847- Wednesday 0dabei 10,2018: Pieria and'apPBcaBans Taff be re Mahj Street,fyannLOA.Hearing Room located an thi 2nd Roor,• ,• 'Wednesday October.10,-201B. .Plans-and applications'may be'.!. Wawa at the ZoMrig Board of APPeale Oflice.'Plairntp aDd Develop•. .hneyved id the Tonlitp BWard.af APpeali Office,PWrmlppq end OeTrebp ' ment Oepm!n> 7�9�,200 Main Sheet"nnls,MA merit Deparunent Dorm Office,200 Main Street Hyahnls,'MA . , :..• Baraslabte patndt s:• :_'; -8S vbl@e pa lrbt• 0 Z•oAglienxg R BoodaddakolfS A,Cphpaetra `Alex RdeaChar r 21endSeplamber2, (' !.. 19 S�tember2tahid.SepNariha282418 Za)inpBoardof,Appeah. I ' ' a Town of Barnstable Geographic Information System October 11,2018 129012 ® -- �r�•�.•1` 60 �/r7rrr l r/ //r/•/Nl (, / /l r'rS rrr1 -. ';`•.c: �r � � r •r •' r rr ... r r1 •.r. e "rn�•[ 1r6.r Yr}3/ .✓ 0*`163 1•9 019 163035 • r /i•/` - Or� 1 #18 #0 #0 1061 163001 16300 #1881 290t3 6903a #,tas / gA/ i • 2 J 162 4434�, 41#2 �128430 IX r r� f r J r• Sr' i r ,% •0•5001':':'�'i�:F/ '1162 3 .r/ •^r / � S S d r! 1.r �# 655'• • � r rr . �r , cr�/ rr .•y li �- r t 4 :rr d d r � ice'' X r. Yi? Y• - / r:j r •r e 1 J ✓ , 1 9 o/ J• �. r r✓ 2809 Y #1 /r / f r, c• +/7 J laaooaoos, �r J .,J.:t 7• / .r :� •r J` J/ , rr .r #86 .v 152 5002'�'' rr r�4 J t• l 'fr ,,// ✓• r' •Ir rrs•Y," Y r• 7"d � 7 •/ J s 128032 •��,. ;Fr•' 1r / , -i': ✓ J F J .ACE% r � '•s /10 128004008 r.r Oss V J r• �f 1: ✓1 ,.. :./!�l'� /eg. !a�1; �'f !E�r/,.i, H� % /h/ /r. ./%�; ,%,r�:�62036 •-55243E :,/� �A' •�'' 'Ii?i ./�/.Jr %Y/ rlr ; ,!�!,J.I �� ?r•�rr i/ti•. 11�f�• #1825 , y l , d.✓ 5 �:1280Wl:- 9. rr r / 'r r r t 128004007 r. /r/ % �Sf'r".r 9/ / /l/,. / / r.! ;. ..... 152038001 042 !' r %fi /r r rI• is �yl;r'= •Jf;::162018 128004005 / '�i, fJ,�/r,• ,.ri �� r' r r` r' c� / rFfir. �'i,i fi•. / �f r ?:128004012�. •:r'/,. / .J .fIF%f%,r.'.�'. ��� � J/:�- J�•;• �y :i% :,: :�: f�'! ',C/ (/� 1'ri / a / '/,i�4yi.•rry`�r:. fc�.: 12e004006 .r•�rr r .:w. ,� ,J� :.�, ,4.. �, ,�•• -��' /�yr/ / J a 'i / 1 ':r l / r r 162032 0389 ® 12s4oao,7 ,= /Jcy. �f /�b/%,r,.y E., 120W4013 ;No CZ 021r a%� i/� /5%J 152002W00 ' #1785 r�.W 128004019 :.::. 1 i% 128004414 #o '''` ` y:.15io29 :•: ,62022 152039 Feet •#344 1520 °: .: : aoza #1753 DISCLA MERS:This map Is for planning purposes only. It Is not adequate for legal Map:152 Parcel:059001 Zoning Board of Appeals(ZBA) Selected Parcel bormdary determhmlbn orregrdatory intermtatiom Enlargements beyond a scaly of Abutter Irst Type-Parties of interest are those directly opposite subject lot on ; 1=too'may not meet established map accuracy standards.The parcel Mee on this map an public or rlvate street or way and abutters to abutters. Notification of all Abutters ;•` v {;'9�E are only grapNc representations ofAssesaces tax parcels.They are not true property y P P Y SV boundaries and do not represent accurate relationships to physical festures on the map properties within 300 feet ring of the subject lot such as building locatlons. Buffer ;��� 10/11/2018 AbutterRepW Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '152059001' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters.to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 20 �°1 close BRITTON,JONATHAN WEST 128004010 P&DOREEN R 82 JENKINS LANE BARNSTABLE,MA 14418/262 02668 WEST 128004011 MILLIGAN,CHARLES A 67 JENKINS LANE BARNSTABLE,MA 6990/90 02668 WEST 128004012 NEILL,MELANIE A 45 JENKINS LN BARNSTABLE,MA 12680/247 02668 HELEN C RANTA 2006 WEST 128039 • RANTA,HELEN C TR TRUST PO BOX 322 BARNSTABLE,MA 21358/286 02668 CLARK,LEONARD F& WEST 152018 KRISTINE M 398 WOODSIDE RD BARNSTABLE,MA 3882/136 02668 152019 CROWLEY,STEPHEN W WOODSIDE ROAD 6830 BOTTLEBRUSH NAPLES,FL 34109 29332/244 &AMBER S TRS NOMINEE TRUST LANE WEST 152020 LAMBERT,ROSS F& 360 WOODSIDE ROAD BARNSTABLE,MA 8908/323 JOYCE E 02668 ANDRES,CORNELIUS WEB 152021 W&LORETTA J 332 WOODSIDE RD BARNSTABLE,MA 7609/270 02668 DURKEN,WILLIAM J WEST 152029 JR 329 WOODSIDE RD BARNSTABLE,MA 4240/142 02668 SHUR-THOMPSON, THOMPSON FAMILY WEST 1S2031 SUSAN TR REALTY TRUST 361 WOODSIDE ROAD BARNSTABLE,MA 30864/83 02668 WEST 152033001 HEYWOOD,STEVEN C PO BOX 190 BARNSTABLE,MA 20663/298 &DARALYN A 02668 WEB LARINE,JOHN C& 152033002 CHRYSTAL A 1135 SERVICE ROAD BARNSTABLE,MA 27055/259 02668 WEST 152033003 BEYNOR,DENNIS J& 94 JENKINS LANE BARNSTABLE,MA 24606/320 MAXINE P 02668 INGRAHAM,DAVID A 1855 OLD STAGE WEST 152035001 &NANETTE M ROAD BARNSTABLE,MA 26369/1 02668 THIBEAULT,MARC K& 1845 OLD STAGE WEST 152035002 JESSICA L ROAD BARNSTABLE,MA 29742/77 02668 WEST 152035003 CLARK,LEONARD F& 398 WOODSIDE RD BARNSTABLE,MA 9596/231 KRISTINE 02668 BEYNOR,DENNIS J& WEB ' 152058 MAXINE P 94 JENKINS LANE BARNSTABLE,MA 7010/154 02668 WEST 152059 ANDRES,CORNELIUS 332 WOODSIDE ROAD BARNSTABLE,MA 22897/167 W 02668 WEST 152059001 NICKULAS,LARRY PO BOX 507 BARNSTABLE,MA 16528/83 02668 153037 TAVANO,RICHARD J& 1065 SERVICE RD WEST 11734/163 KIRSTEN L BARNSTABLE,MA http://maps.townofbamstable.ustarcims/appgeoapp/AbutterRepoit.aspx?typa=ZBA 1/2 oF'THE Tp� Town of Barnstable Building Department IF Brian Florence,CBO • BARNSTABLE, • Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR FAMILY APARTMENT I(We),the undersigned,being the owner(s)of property situated at,holding title under a deed recorded with the Barnstable County Registry of Deeds or Barnstable County District Regi` of the Land Court in Book Page , or as Document No. ,being on Assessors' Map as Parcel, hereby agree, certify, warrant and represent to the Town of Barnstable that r essory attached apartment,which contains living quarters,is intended for use as a family apartment,for year-r occupancy. This unit shall be used for a"Family Apartment" (as defined in Zonin�' s) which would require compliance with the Family Apartment Rules and Regulations. family apartme� must be occupied only by the roe owner or a members of the roe owner's f a . ccesso to an -occu i le-famil property rh' ( ) property rtY rY P ;. . g Y residence. ?. Occupant(s)of Main Residence: it Relationship to Owner: „ j to:.O Resident(s)of Family Apartment: n. Relationship to Owner: This unit shall not be apartme '" as a 1r' a room,` r in any fashion,which rental would be a violation of the Town of Barns - lati and ordinances. Prior to occupancy of this unit, affidavits reciting the names of occu ar "� ec d with building department. This agreement shall be updated whenever a occurs or a len "' This Agreem s duly re c or file at the Barnstable County Registry of Deeds/Land Court for the purpose ertin a owne the property of this binding Agreement concerning the use of the p as herein ed. e consideration fo greement 1 the issuance of a building permit and/or certificate of occupancy by the To amst ildin artment. pry Wl our han '° d ' this day of 20_ TOWN OF BARN BLE: OWNER(S): By: Brian Florence,CBO Building Commissioner THE COMMONWEALTH OF MASSACHUSETT BARNSTABLE COUNTY,SS Date Then personally appeared the above-named (owner), and made oath as to the truth of the foregoing instrument,before me. Notary Public My Commission Expires: qsample °F1"ET Town of Barnstable IS z wexsTABLF- r Building Department-200 Main Street ro, �$ . �•`q Hyannis, MA 02601 ArfoMa�a . Tel. (508)862-4038 Certificate Of Occupancy Permit Number: B-18-59 CO Issue Date: 7/17/2018 Parcel ID: 152-059-001 Zoning Classification: RF Location: 240 THE PLAINS ROAD, WEST Proposed Use: BARNSTABLE Name of Tenant: Sprinklers Provided: Gen Contractor: LARRY D NICKULAS Permit Type: Residential - Land Type of Construction: Design Occupant Load: 0 Comments: Garage with one bedroom above. This will be the primary residence on the property. j 2 -7 711 P Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition , ej aIrma' t� Town of Barnstable Building g 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.ruo• Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit Permit No. B-18-59 Applicant Name: LARRY D NICKULAS Approvals Date Issued: 01/31/2018 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 07/31/2018 Foundation 49 2/10JIM-A",, <;� Residential Map/Lot: 152-059-001 Zoning District: RF Sheathing:���6 Location: 240 THE PLAINS ROAD,WEST BARNSTABLE r Contractor Name:` LARRY D NICKULAS Framing: pld y E•F (Q Owner on Record: NICKULAS,LARRY Contractor License: C5-002265 2 Address: PO BOX 507 \ Est.Project Cost: $108,000.00 Chimney: WEST BARNSTABLE,MA 02668 1 Permit Fee: $675.80 Description: Phased Project:Build a one bedroom,one bath unit above a 28x28 Insulation: garage/storage Building. Fee Paid:, $675.80 Date:: 1/31/2018 Final: Project Review Req: Plumbing/Gas Rough Plumbing:uk `11.1 Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws,and codes. Final Gas: &k- This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. _ Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit.. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1:Foundation or Footing _ _ - 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest Flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation _ Low voltage Anal: 7.,Final Inspection before Occupancy _ - Health Where applicable,separate permits are required for Electrical,,Plumbing,and Mechanical Installations. 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 ' �� (J i . ►. Town of Barnstable Building e i sPostT,his Card SoThat is VisibleFrom the SetA-A ro ednsMust berRetained onlob"and this Ca dMusKe t b¢ .�$ PostedUntil Final Inspection Has.Been Made 3s ¢ Permit ruc+° Where a Certificate of O.ecupancs�Requirsuch BuildmgsFi' IINot be Oceupied4untilea Final=Inpectionhas'beernmade a'< 'Permrt;No.. B-18-59 Applicant Name: LARRY D NICKULAS Approvals Date Issued: 03/31/2018 Current Use:., Structure ,,...�•^' a: Permit Type:' Building'-New Construction-i or.2 family Expiration Date: , ,07/31/2018 Foundatio Residential K, •• _ : . Map/Lot: 152059001 Zoning District: RF Sheathing: r � t Location: 240 THE.PLAINS ROAD,WEST 6ARNSTABLE ' �. �� Conti actor Name LARRY D NICKULAS Framing: ' 16Ar y� Owner on Record: NICKULAS,'LARRY Contractor'License CS.0.221.5 Address:-, PO BOX507 Est Frojec t Cost: $ 108,000.00 . Chimney: WEST BAR NSTABLE, MA 02668 . Permit Fee. $675.80 7 _ � Desc[iption:•, Phased Project: Build one bedroom one bath unabove'a 28x28 Ins lati FeePad $675.80 garage/storage Building AS BUILT REQUIRED. ina • Date; , 1/31/2018 (NOTE.this is a new garage with a one bedroom living u it above Plumbing/Gas This will be the principle dwelling until.the secondphase is � .- approved.ZBA approval is also required. 02/01 18�RM Rough Plumbing: _.A .,._. Building Official Project Review Req: Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized y�this permit is commenced within siz,months�Sfter issuance. .All work authorized by this permit shall conform to the approved application=and the approved construction documents forwhich this permit has been granted. Final Gas: All construction,alterations and changes of use of.any building and structCk.Rshall:be in compliance with the local zoning by laws.and codes. -' �< W- £« This permit shall be displayed in a location clearly visible from access street on,,road and shall be maintained open>for public mspeetlon for the entire duration of the ;; Electrical work until the completion of the same. p Service: The Certificate of Occupancy will not be issued until all applicable signatures by he Buddingand°Fire Officials-art!p[J vided "his s permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: err a ' 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed •4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage final: .6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting With unregistered contractors do.not have access to the guaranty fund (as set.forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT . ...................................................... .. � AppIicarioa rtimmber. BAEMMEM MASSPert Fea..... . . . ....................Other Fee........................ ems¢ .•� "5J, Low/ Eb +" 0 �Z v �4a1 Fee Paid.:................................. TOVVN OF BARNSTABLE 0. cP Pe t App wval by...f 0-14..iC�c............on.. 3 '......... BUILDING PERMIT APPLICATION a.................P�t............................. Section 1 — Owners Information and Project Location Project AddressZ�� 1-�. 1�/js / a e---P Village Zt Owners Name Owners Legal Address ,On dKx ,r—d 7 City state zip Owners Cell# �Se P-z-Cf 6 E-mail /�� ��i✓'>��',f j ,P� Section 2—Structural Use ,SErSingle/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3—Type of Permit New Construction ❑ . Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire struct m) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ' ❑ Solar ❑ .Renovation ❑ Pool ❑ Insulation Other—Specify Section 4—Detail Cost of Proposed Construction d 0 Square Footage of Project 7,?`/ Age of Structure -C Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms (proposed) % 110 MPH Wind Zone Compliance Method MA Checklist ❑ WFCM Checklist ❑ Design Last updated:11r7R017 Section 5 -Work Description e le �� .��o✓'�e r..P P i i Section 6—Project Specificsj �� Wiring Oil Tank Storage . 8 woke Detectors YPlumbing f�, Gas ❑ Fire Suppression D Heating System ❑ Masonry Chimney ❑Add/relocate bedroom i 1 Water Supply ❑ Public private Sewage Disposal -O.Municipal, f VOn Site I /tom •. Historic District ❑ Hyannis Historic District ❑ Old Kings Highway �'avv � 'J Debris Disposal Facility-—y L �/l J Cl� C' I am using a crane C Yes KO a Section 7—Flood Zone i i Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No i 1 Section 8—Zoning Information �� �,r � Zoning District � Proposed Use !JL Lot Area Sq. Ft Total Frontage,?4 Percentage of Lot Coverage VZ- #of Dwelling Units (on site) i Setbacks Front Yard Required �� Proposed : i Rear Yard Required Proposed l Side Yard Required Proposed i i Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated:1lnn2017 J r Section 9—Construction Supervisor Name Gc/j'� STelephoneNumber Address A(7S ./ 0XIS- 1 City���� State Zip �o License Number��Z,�License Type L S Expiration Date- 111 ?� Contractors Email /Y�iC6'� 1��✓ a" n/�. Cell# �'� 02C ae 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 1 do on required by 780 and the Town of Barnstable.Attach a copy of your license. Signature Date G ' 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 Improvemert Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and docurnentation required by 780 CMR and the Town of Barnstable.Attacha copy of your H.I.C... Signature Date k Section 11—Home Owners License Exemption I k Home Owners Name: k Telephone Number Cell or Work Number i 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 P cedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature. Date APPLICANT SIGNATURE Signature Date �. ! � p Print Name ���'r— mac-/C��/ a- Telephone Number ZO C3O �a L F E-mail permit to: / V�i C.� �'v�j r'� /✓�P Last updated:I IM2017 t 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 deparbnent for approval j Section 13—Owner's Authorization 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 j ob) Signature of Owner date Print Name _ 1 Last updated:l l/7rz017 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LetJibly Name(Business/Organization/fndividual): l / c Address: • City/State/Zip:z k,//�rrtY i a Phone#: S-6 y 7— Are you an employer?Check the appropria bo Type of reect ro e general contractor and I project (required): �: 1.El I am a employer with 4 I am a g 6. 0 New construction employees(frill and/or part tine).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, 0 Demolition working for me in any capacity. employees and have workers' P t3' inc,rrance# 9. ❑Building addition [No workers conp comp.insurance required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required]t c. 152,§1(4),and we have no employees.[No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out die section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sbeet showing the name of the sub-contractors and state%ybother or not those eatities have employees. Tf the sub-contractors have employees,they must provide their workers'comp,policy number. . I am an employer that isproviding workers'compensation insurance for my employees. Below is thepo/icy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crinnuial penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the p and pe of pedury that the information provided above* tru and rrect Si acme: Date: l � / Phone#: / ) 1I�c fficial use only. Do not write in this area,to be completed by city or town official ity or Town: PerimitUcense# suing Authority(circle one): .Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector. .Other ontact Person: Phone#: information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An ewloyer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the 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 prodnced'acceptable evidence of compliance with the insurance coverage required." Additionally,MG shall L chapter 152,§25C(7)states"Neither e commonwealth nor any of its political subdivisions the 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 certificate(s)of insurance. Limited Liability Companies(LIB or Limited Liability Partnerships(I LP)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 applicatione perm for the 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 lime. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pennit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permitllicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or punt not related to any business or commercial venture (i.e.a dog license or permit to burn leaves eto.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a calL The Department's address,telephone and fax number. TYD Commmwealth of Massarhusetts I)opmtment of Industrial Aeddents Office of 14vestigations 600 Washington Street Boston,MA 02111 Tel,#617-727-4900 ext 406 ar 1-977-MASSAFE Fax##617-727-7749 Revised 4-24-07 w,m=,.gov/dha le �� I Gr l �� ' • f �, •f � + '„ . � � � . , � _ . . . _. _ - � . . . ; �� � ;, ._ �. . •:, ' �. - �� .. ---*-------- �i ,_ . , '� �,, � s - ---` � e � I i � � ` , � � — • y i � � ' � � � � "r � � ... � '�. i i� 4 G� YCI , C r i � e i , Commonwealth of Massachusetts ®� Division of Professional Licensure Board of Building Regulations and Standards Con stlrllj l4i�lt i isor CS-002265 Expires: 01/18/2020 i q LARRY D NICKULAS PO BOX 607 W BARNSTAB 6ti8' try .13 CL Commissioner Affidavit of Substantial Financial Interest I, v` ��� /�� of /c). on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at MapfVT—;Parcel The address of the property is _ 2 C/o 1/�rjwi f?w 2. 1 have . 0 % legal or equitable interest in the real property which is the 7 subject of the buit6ing permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is !2 Y , the following individuals or entities have had a 1% or greater legal or equi able interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is / 2 , 1 have had a 1% or greater legal or equitable interest in the following properties hich have been the subject of a building permit application: Map/Parcel // Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted c building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitte building permit applications for property in which I have a 1% legal or equitable interest.! 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this day of �r.✓� 120 i 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT NEW HOUSE SUBMITTAL SCHEDULE If Submitted By Will Not Be Issued Before* December 8-December 21,2016------------------------------------------------------January 4,2017 December 22-January 4,2017--------------------------------------------------------January 18,2017 January 5-January 18,2017------------='------------------------------------=---------February 1, 2017 January 19-February 1,2017-------------------------------------------------------February 15, 2017 February 2-February 15,2017--------------------------------------------------------March 1,2017 February 16-March 1, 2017--------------------------------------------------------------March 15,2017 March 2-March 15,2017----------------------------------------------------------------March 29,2017' March 16-March 29,2017----------------------------------------------------------------April 12,2017 March 30-April 12,2017-----------------------------------------------------------------April 26,2017 April 13-April 26,2017--------------------------------------------------------------------May 10,2017 April 27-May 10,2017----------------------------=-----------------------------------May 24,2017 May 11-May 24,2017----------------------------------------------------------------------June 7,2017 May 25-June 7,2017----------------------------------------------------------------------June 21,2017 June 8-June 21,2017-----------------------------------------------------------------------July 5,2017 June 22-July 5,.2017--------------------------------------------------------------------July 19,2017 July 6, -July 19,2017----------------------------------------------------------------------August 2,2017 July 20-August 2,2017--------------------------------------------------------------August 16,2017 August 3-August 16,2017------------------------------------------------------------August 30,2017 August 17-August 30,2017-----------------------------------------------------September 13,2017 August 31-September 13,2017--------------------------------------------------September 27,2017 September 14-September 27,2017--------------------------------------------------October 11,2017 September 28-October 11,2017 ---------------------------------------------------October 25,2017 October 12-October 25,2017------------------------------------------------------November 8,2017 October 26-November 8,2017------------------------------=---------------------November 22,2017 November 9-November 22,2017--------------------------------------------------December 6,2017 November 23-December 6,2017------------------------------------------------December 20,2017 December 7-December 20,2017------------------------------------------------------January 3,2018 December 21 -January 3,2018------------------------------------------------ -----January 17,2018 *The Building Department has 30 days to review permits. i , • • 1 I • i . r i • y r e a �am e e G , n G G n G G G n fi n G Effective Date: December 7th, 2017 n G G Western Surety Company G LICENSE AND PERMIT BOND G n KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 63445980 G n fi n o That we, Larry D Nickulas n G g fi G of Centerville State of Massachusetts as Principal, n G 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 Two Thousand and 00/100 DOLLARS ($2,000.00 ) 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 Street Excavation 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 December 7th 2018 , 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 thin ty=fi 9'' .85- days from the mailing of said notice, this bond shall ipso facto terminate and the Surety shalhtl'b eupo_,b relieved from any liability for any acts or omissions of the Principal subsequent to said daeRegad ess'.,of'the number of years this bond shall continue in force, the number of claims made against his b nd, 4 the number of premiums which shall be payable or paid, the Surety's total limit of liability shall noebd.cumulative from year to year or period to period, and in no event shall the Surety's total G liah-ility-,r alltcla�m'.�'Smexceed the amount set forth above. Any revision of the bond amount shall not be cumultive. G ebp6 CYlf •... A .sQ n ARfd:VV?Itt�E1Ef!Y4L0�;' n Dated-this 7th day of December 2017 ; n G G n n G G G n G G G G Principal ', n G n n G g Principal G fi G WESTE SURET COMPANY G n G G G G Bn y Paul T.Br flat,Vice President ; n Form 532-12-2015 ° G G n G n G n i ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA 1 ss (Corporate Officer) COUNTY OF MINNEHAHA On this 7th day of December 2017 before me, the undersigned officer, personally appeared Paul T. Bruflat 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. +wy�y55awyhyy�,y�,hwhyyy�y�t M. BENT P RS AE NOTARY PUBLIC s SOUTH DAKOTA s Notary Public—South Dakota tyh5y5o,hyyyhho,yhhhho,yyyy 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 I ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF 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 C� U d W � z Aa U) 2�_ y CIS Z Zp o D a Q) W Cq Z 4, y w a� a >p w a oCZ C w ¢ -� i • � e . 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 Dakota its regularly elected vice President 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 Street Excavation Town of Barnstable bond with bond number 63445980 for Larry D Nickulas as Principal in the penalty amount not to exceed: $ 2,000.00 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 Attorneys-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 Vice President with the corporate seal affixed this 7th day of December 2017 ATTEST WESTE IJRIE COMPANY By;?Z�— G./� L.Nelson,Assistant Secretary Paul T Bruflat,Vice President �sbiEt9!rrr IZ STATE OF SOUTH DAKOTAss �aa'v w COUNTY OF MINNEHAHA r�e�t(8d658:1tb�:t On this 7th day of December 2017 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. +h4h0bhS5bb5hhyyyyyyh�i5o�+ s J. MOHR s SEAL)NOTARY PUBLIC EA Is s AclwSOUTH DAKOTA�ys Notary Public +yyyyhyhhyy55hyhyhyhhyhh+ My Commission Expires June 23, 2021 rY To validate bond authenticity,go to www.enasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 *� r AWC Guide to Wood Construction in High Wind Areas I10 mph Wind Zone Mgssachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 21 Check 1.1 SCOPE ' Compliance Wind Speed(3-sec.gust) 110 mph ................................................................. ......................... WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_stories 5 2 stories ✓' RoofPitch ..........................................................................(Fig 2) ........................................... l Z. 5 12:12 ✓ MeanRoof Height ..............................................................(Fig 2).................................................L�ft 5 33' BuildingWidth,W...............................................................(Fig 3)................................................ ZSft 5 80' ✓ BuildingLength, L ............................................................. (Fig 3).................................................2�ft <_80' Building Aspect Ratio(UM ...............................................(Fig 4).................................................LTD2 5 3:1 Nominal Height of TallestOpening2 ...................................(Fig 4)................................................ 5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. f ConcreteMasonry................................................................... ................................................................. ./ 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onl Bolt Spacing-general ......... able 4 �in. J� Bolt Spacing from endfjoint of plate ............................(Fig 5)..................................... in. "-12" Bolt Embedment-concrete...................... (Fig 5 in a 7" Bolt Embedment-masonry..,......................................(Fig 5)............................................- la-in.a 15" r/ PlateWasher...............................................................(Fig 5)...............................................z 3"x 3"x Y4" 3.1 FLOORS Floor framing member spans checked ..........:....................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6).................................................. 5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... _1C Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... 0 ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... O ft s d FloorBracing at Endwalls...................................................(Fig 9).................................................................... v' Floor Sheathing Type .........................................................(per 780 CMR Chapter 55)....................... .. ✓' .. Floor Sheathing Thickness ................................................(per 780 CM hapter 55). `{ in. Floor SheathingFastening ) i g••••.•.•..........................................(Table 2 .._d nails at �o'n edge/afield 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5)........................... .Cd ft 5 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)..................... .�ft 5 20' ..... Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................�in.5 24"o.c. Wall Story Offsets ........................................................(Figs 7 a 8)........................................... s d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x - Eft 4 in. 1L' Non-Loadbearing walls...................... Gable End Wall Bracing .....................:....(Table 5)..............................2x" in. — yl Full Height Endwall Studs............................................(Fig 10)..................................................... WSP Attic Floor Length...............................................(Fig 11).............................................. 0 ft aW/3 c/ Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................�M—ft a 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)................. ./ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... c� Splice Connection(no.of 16d common nails).............(Table 6)............................................... _� A WC Guide to Wood Construction in High Wired Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 7) ....................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)......................... c�......(Table 8)........................................................�� Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................._I ft a in.<_11, —� SillPlate Spans ........................................................(Table 9)..................................,3 ft Z-5 in.5 11 ��- Full Height Studs (no.of studs)...................................(Table 9)........................................................� Non-Load Bearing Wall Openings(record largest opening but check all openings for complia ce to Table 9) HeaderSpans.............................................................(Table 9).................................. ft D in.512' SillPlate Spans...........................................................(Table 9).................................. ft 75in.5 12" .i• Full Height Studs(no.of studs)....................................(Table 9).............................................. .....L Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W 4 Nominal Height of Tallest Opening2 ............................................................................t�aV 5 6'8" •� Sheathing Type................................... (note 4)...................................................... — Edge Nail Spacing .......... ......................................... able 10 or note 4 if less).......................-3 in. � Field Nail.Spacing .........................................(Table 10)................................................. ;r1 _tom Shear Connection(no.of 16d common nails)(Table 10)................................................ .. .� Percent Full-Height Sheathing.......................(Table 10)............................................�}3I.?1 % ✓' 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... ✓ Maximum Building Dimension,L ,am Nominal Height of Tallest Opening2......................................................................L1co 5 6'8" Sheathing Type.............................................(note 4)....................................................LJ`a Edge Nail Spacing.. .(Table 11 or note 4 if less) 3 in. ...................................... ....................... Field Nail Spacing .(Table 11) Z in. Shear Connection(no.of 16d common nails)(Table 11 Percent Full-Height Sheathing.......................(Table 11)........................... . . �rZ1 . . .............. Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Ratedfor Wind Speed?............................................................. ................................................................ , 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19).............A(Lzft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= plf ✓' Lateral.............................................(Table 12)............................................. ptt ✓' Shear..............................................(Table 12).............................................S=_�plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13).............................. T=Zz if v Gable Rake Outlooker.........................................(Figure 20)..............!:) ft 5 smaller of 2'or U2 ✓ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U- 17 lb. �✓ Lateral(no.of 16d common nails)...(Table 14). ....................................L=j!q_b. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) RoofSheathing Thickness......................................... .........................................�in.Z 7/16" Roof Sheathing Fastening...................................................(Table 2)....................................................... Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. ::5�r et jCOOK Co-,-V i 9�4yle�stw' LLC ll�[C..�c •AWC Guide to Wood Construction in High Wind Areas. 110 mph Wind Zone Massachusetts Checklist fOr C®MPliance(780 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment •-WHEN THis EDGE MMIS ON FRAMING USESd NAILS AT6b.a _ n Y 41 11 11 11 I 11 Ir I 11 11 1 11 11 1 11 11 11 Il �( 11 1/112 . 1 1 yayk� 11 i I 1 11 Q 1 Q 11 11 B If 1 :1 U I W 11 11 11 n 1 d y I r 111 1 I J 11 1 j �j II 11 1 � 11 11 1 ii r1 11 I , • I I -- 11 111 i M&SPACM ; v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment I A WC Guide t® Wood Construction in High Wind Areas:110 mph Find Zone Massachusetts Chccdist for Compliance(980 CMR 5301.2.1.1)1 r Za i r r IF i r Z YI r r; t a �I li i r _ r EE NUERUEOLOWE .r rr r r . r eeuL r i r -L-- r r --STAGGERED f ---�o 9' WAL PATTERN � PANEL PANEL EDGE "+�� DOUBLE N AIL EDGfi SPAMG DOAL Detail Vertical and Horizontal Nailing for Panel Attachment Town of Barnstable oF1HE t Building Department Brian Florence, CBO j .AMSrABLE Building Commissioner BARNSTABLE v� MASS' g 200 Main Street, Hyannis, MA 02601 q. 1679-30iG 163 �0 '°rFo 9. www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 November 29, 2018 To Whom It May Concern: Our records show that a Certificate of Occupancy issued July 17, 2018, for the property located at 240 The Plains Road, West Barnstable. The Town of Barnstable has no further interest in the street permit bond/policy#63445980. Sincerely, Debi Barrows Office Manager i M i ,� .. nOM ENERGY RATERS LLC BUILDING PERFORMANCE TESTING, d Duct Leakage Report ,��-- 240 The Plains Road Test Mode a West Barnstable Pressurization 06/1`1%2018^.�_ _ Test Pressure 25.0 Pascals Rick Gregoir Testing Equipment 2009 IECC Energy Code Minneapolis E ■ �t Total CFM@25 or Total Duct Leakage Percentage 36.00 0.04 Total Square Footage 1002.00 Maximum Allowable Leakage 40.08 HVAC Duct Test Location S ft Served Ring CFM 25 Gau a Duct Leaka e % First and second 1002 C 36 ' 0.04 floor 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM J powered bygoconvos www.gocanvas.com 61747D7B-DDCE-4CF4-A335-45CAFC464BB4 JV A ;,%aILDING DEPT. Tivano Mechanical Systems FEB 112020 �70 Communication Way, Unit 1 B TOWN OF BARNSTABLE Hyannis, MA 02601 PH:506-932-5416 FAX: 774-470-2463 !Visit us online: w wwTavanomechanical.com Email: TavanoMechanical@gmaii.com i � z P �q, p i RE: �-{C, � � C� , Duc,: �� 'I i i Pages Sent: i f a5ed E9VZO�"LL ouenel WdZ A0 OZOZ L L Red j i DuAkAkaee Test-Form for MA Cogle 9gM &IIa lee -------- Name: 7 �. ; Address: �,/® 71 e Address: /_ Cites JL Statel'2i City/state/21p: — �5��� Test Date:; phone: � �� Test Time:; - Emaii: point of Cdnstruction: Rough 0 Final j Location: �— Location: i Type of Test: Total 0 to Outside _K / - --� Type off O Total/U to Outside Apex.Floor Area Served: 00 S ��- LAoprox.F!oor Area Served: CFM Leakage at 25pa: j) CFM Leak gp at f5pa: Approx.%leakage for single systernf' — A rox.iE Saka a for single system*: i I Location: Location: i I Type of Test: 0 Total/0 to Outside i Type of Te t: 0 Total p 0 tc Outside LApprox. F!oor Area Served: s�prrox F!ur Area Served: i CFM Leakage at 25pa: --'��' L FNI Le' AkeatZ25a: Approx. 9b leakage for single systenn$: ppro cakor single syyter-,*: ! Location: [tot!��floor area: 6o Type of Test O Total/0 tc Outside Leakage li, it: 0 6% 0 8% 0 123b A ro. Flcor Area Served: Leakage II _ v cfrn@25 CFM Leakage at 25pa: � ----� 5 Combined Leakage" 70 cfrVtCc� S Approx.96 leakage for single system"i -- y��" L20091ECGCoc ,,once: ass 0 Fall I *.Approximatlons for single systams are for diagnostic use,r.1y, i *®rota#combined duct leakage is required for 2009 IECCCcmpliance. i !!certify tthat this test was performed In compllence with applicable i tandards: TeS '— _ 9:er's Signature ' Y ate PIERS Rater Nacre; ! HERS Rater Company:i -5 /2 I!" LFiF.R5 Rater Pravider: De%'Ck d by Ad-nand Building Analysis,1LC i ! i i , abed E9t,20LV7- LL Menea 1,.dZ6:Eo OZOZ 6; 9aj 00 00 HOME ENERGY.-RATERS LLC B U .1 L D I N G P E R. F O R M A N C E T E S T I N G Air Leakage Report 240 the plains rd. Test Mode Barnstable Depressurization Test Pressure 02/12/2020 50.0 Pascals Test Equipment 2015 IECC Energy Code Minneapolis Total Air Leakage or Air Changes Per Hour Gauge 695 2.82 - Conditioned Volume 14800 ) r This project meets the criteria for the following: 2009 International Energy Conservation Code 2012 International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bycoconvas www.gocanvas.com C257C297-3A09-4C74-AC51-DA6BC724FD6E Y Imo,% s ❑❑ o© HOME ENERGY RAVERS LLC B U 1 L D I N G P E R F O R M A N C E T E S T I N G Ventilation Report Ventilation Tests Fan Location Fan CFM Fan Timer Run Time Fan CFM 1 st floor 74 13 hrs. y , _ Compliance Option✓1: Follow these steps to determine compliance for the fan Airflow. 1) Determine the floor area of the conditioned space of the home 2) Determine number of Bedrooms.LNg+r) 3) Insert these number in the formula Below: Fan airflow(CFtd)=0.01Aiww+7.5(Nbr+1) Fan Airflow for Homes with Average Air Leakage Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75- 90 105 120 135 6001-7500 90 105 120 135 150 r >7500. 105 120 135 150 165 Fan airflow,Is CFM. Chris Mazzola 8 RTIN# 8873503 I 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM I powered bygocarrvas www.gocanvas.com C257C297-3A09-4C74-AC51-DA6BC724FD6E t 1 I' 4 i M� TOWN OF B RNSTABLE ►OB srrr--: Zy���, rti �,�,�' 7 1018 JUL -9 AM 8: 51 �'a, s ♦ MAP INSTALLED BUILDING PRODLICI S jT Y p� PO Li0)( 1309 7iVisl01� SAGAMORE BEACH INSL►LA1"►OIV CER7-IFI 'MA 02562 CATION—PER IECC 30�,1,1 L'A1TiINSULl�-1'ION Exterior walls: Type: -1 -�Manufacturer;Q` "_may„'—`""�A�tc�ili-L'aluc�: Exterior wa 5 L2-�ICL Z� (Other). I%,pe: � 6 s 4 Manufacktrrer:O'/1;� IntFrio,rl G�CCLq 1-/7z(NNcy h V,7It.,r•: Z I YPP: _Manufacturer: Bageinoi P.illn - Type: �i ----_Manufacturer: 11.i'gd72l R-Valt,p. 3�y Flat Ceiling!;- Type: ' Manufacturer: Sloped Ceiling, 1„pe: Manufacturer: BL01I✓N INSULATION FIF3ERGLASS O --^--R Valua: ' R CELLULOSE Lxterior ails: Type: � i �''--------_Manufacturer: Settled"I'hacimess: Installed ifut;kneji: Cov�,a I - — — —SettledR-Value: ge urea: __ ___Installed density:`--•---_,._Number of Bags: —.__.�_ ----- Flak Ceiling; Type: r cu S-..7—Manufacturer: OA--_,;s �' Settled l h,irkneS3; 4 Installed kl',iCknE55�$Coverage A�r?a: _ "—-Settled R-Value:- - -� Number of Bag ►nst. ,d density: s:_ — ----- —_ Slo e-I Ceilirl S: Type: I Settled Thickness: Manufacturer: Inst_ ----___Settled R-Value: led thicknesscoverage Aria: Install.cd d e t ---- ------_ _Number of Eta --�— dens nsi v: _'-------� t Fr�r fvlAV Install M'�""_F _ ed BUi►dint;Pmd�ticts 0 tE: 7 z 1 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 BARMARM AS& Posted Until.Final Inspection.Has Been`Made. Permit Where a Ceitificate.:of Occupancy is,Required,,such Building shall Not be Occupied u`ntil a Final'Inspection has been made. Permit No. B-18-1025 Applicant Name: Richard G Gregoire Approvals Date Issued: 04/12/2018 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 10/12/2018 Foundatio v Location: 240 THE PLAINS ROAD,WEST BARNSTABLE Map/Lot: 152-059-001 Zoning District: RF Sheathings Owner on Record: NICKULAS,LARRY Contractor Name,,Richard G Gregoire Framing: Ae Address: PO BOX 507 ; Contractor License: 5720 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $8,000.00 Chimney: 10. Description: intall hvac system all duck work to be sheet metal all ducts:and flex A Permit Fee: $85.00 runs r-8 insulated on f ;` Fee Paid: $85.00 „u Project Review Req: 4 Date: 4/12/2018 Final: p� Plumbing/Gas Rough Plumbing: =_--.—. — — \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after',issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing -• Rough: 2.Sheathing Inspection _ 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). n Fire Department Building plans are to be available on site Final: <' All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r. ,i Commonwealth of Massachusetts Map Parcel w � bg 2018 ► �_ (� � Date: V` 4 ` �f APR ermit# U ` o � T01���j �- ��t�i�S I�BL Estimated Job Cost: $ Permit Fee: [� Plans Submitted: YES NO Plans Reviewed: YES NO Business License# 7 2 U Applicant License# J_7 Z D Business Information: Property Owner/Job Location Information: Name: �.`�ECG=rPC�cf E p� �,�r�c Name: Lar,,_!�t &1*z4_,:lc;1 s Street: G S�Giu6`-�-• C i•� Street:1 S/4 y e 19/orjn s City/Town: e2<S i�f'� /l� City/Town: k,� . 19,a iLw ci-Ao� l Telephone: 3 fir 77� - Telephone: ��v 2 9(�-6` vO Photo I.D. required/Copy of Photo I.D. attached: YES_e NO Sfaff Initial J-1/M-1-unrestricted license J-2/.M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family ✓ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. r/ over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: ' New Work: ✓ Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/..Vents ' Air Balancing Provide detailed description of work to be done: fi. k� NSURANCE COVERAGE: I,have a current liability insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112 Yes z No ❑ If you have checked)LU, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity [] Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws, and that my signature on this permit application waives this requirement. i Check One Only Owner ❑ Agent ❑ i Signature of Owner or Owner's Agent By checking this boxd,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO c Proiress Inspections i Date Comments Final Inspection Date Comments Type of License: t By Master Title ❑Master-Restricted City1rown ❑Journeyperson Signature of Licensee c Permit# / . ❑Journeypersop-Restricted License Number: .5 r�j 02 o Fee$ ❑ Check at www.mass.goyWja Email: d, Inspector.Signature of Permit Approval i ( The CtrmMamveakh qf Massrtch=etts D,epaa hff=t tr Lmhutrid Acddmz& Q)Twe of gatiom ' 600 was,IsirWoAAreet Boston,MA 021I2 tvFv mamLgotldra Warkers' Compensa r I.Insm-aIIcfr Affidavit:BmMiers/Con races s/Mec ririanslPh n,bm Appliegnt InformatiDu Please Pry s A.ddse= j ,2 J ` CztgfSftelir --PrY/' Phone .`'Dt� 77G- o z S ' Are you au employer?Checkthe appropriate bam ' Type of project(required).: I_❑ I am a employe whit 4_ ❑I am a general conir actar and I 6_ El New oo pnployees(frill audkr part•-time}s have 3zstedtfse suir-com�t-taas 2.2 I am a sale propaietor argartuer- listed on tine attacbed sheet: ?. ❑Ran adeling ship and have no employees . 'These sub-contractars have 8_•❑Demolition wading for me in any capacity. employees and have wodmrs7 9_ Suil addition [No vva>iaers'camp in�ce comp- cr i0sara I ❑ S_ ❑ We are a corporatinn.and its 10-❑EitxdFird repairs or addi inns 3-❑ I am a bomemmer doing all tea& officers have exercised their 1L❑Flumbingrepais or additions o workers' right of L n per MGL ❑Roofmp'� fimn—m a equimd,•l i r 132,§1(4) andwehaveno employees.[No worms' 13_❑Other cam-iasarmme required] # AuyaPPffa Beatther�shoaKmast also ffia-AtteswfiaabeIow �ea�redmmpMSEt; a pa1kpiU5M0n2fiML r )�oa�eowaers Who snb=t dds didaea'i;ldtt121 they gig dm'RU War$rod,th MMM=tilde ratans—tt submit anew affidxeft mdic SUCTL ZCaaizsctas$izr chary this boa Est additi—I sheer shnmmg thenmne of ibe s¢b-ccnhm�aa and shfe Whether armtthnse eadtk5 bxVa ea:Pioyees.Ifthesnh caatra�tsh�e�pIope�s,tFtey�rstpmsddetheir narket�'tr�P•policFg-bm lam err eutpigyar flint is prouiduig workers'cart pensafian insararrce for m}J errrpin3�ees: $eFnov is t7repaFiey nerd jib site txformatrom Insurance CourpanyNam: c Poficy 4 or Self-ins.Iic. Fspim ianDate: Jolt&te Address: citylSta ae 4p. Attach a copy of the workers'compeusationpolicy-declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL r-157-can lead to tfie imposition of ctiminal penalties of a fine up to$1,50DOD andfor one-yearimprisout�as well as tivil,penalties,m the fora of a STOP WORK OiMER and a Eme of up to$7.30-DO a dap against the violator. Be advised that a copy of this statemerd maybe forwarded.to the Office of t Investigations oftire DIA for ins=mce coverage vetffitatisn - ;f I do hemby earffy render thi paean and pgrahi=o.f perjury thatthe i farma&n primided abmv is bus and crrrrect f � signature: �r/ J� � Date_ O.fficird use anIy. Do not write in t1th orert,to be.comy&tesd by tfy ortotvn afrcraf My or Tawn: PermftffJicense;9 hmni Aathordy(m-deone): ]-Board of$eaI$r 2P Builffing Department 3.CityJFown Clerk 4.Electrical Inspector S.PhEmbmg Inspector ' N F 6.Other Contact Person: Thane#- '{; - — - 6 Information and Instructions MWSaC ace C=t 2l Laws chapt=M regM=all a M3p1CT s to provide wo:ras'co�emsation fur them eu�aIoyees. Po¢-�a**�-ia this sf�fe,an az�Ioyr�is dafzned�¢:sver9 peLsonin$ie service of another under any co�ract ofhirr.� . ems or finpaec%oral or wriitea. Au �Ioy�is defined as aaa individual,pazfnrasb�,assocr�i am,caQporation or other legal entity,or any two or more of the R=gning=gagcd in a Joint mterpxisq.and including the legal repse bdves of a dcceased employer,or the receiver or trastee of an m dtvid=L pacfaecship,association or ad=legal entity,employing empl yem Hawzyer f e, owri--r of a dweIIing house having-not mare than tiuree apartments and who resides S¢min,or t him occapamrt ofthe - dweIIing house of ano$er who employs pmsans to do maim ce,caasEraction or repair work an such dwelling house or am the grounds or bm7dmg appm*:nzixt1herefo shall notbecanse of such employment be deemed to be an employs" MGL chapter 152,§25C(6)also states that'every state or local]'leensing agency shall whhhold the?ssm2nee or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicautwho has notprodnced acceptable evidence:of compliance with tbr-ftma-ance coverage regnir� Art ionaIly,MCE cbaptrr l52,§25C(7)sbdnss'Texffim the nor any of its political subdivisians shalt eater info gay coat mct fhrtbzperfnmm=ofyablic wmkuntil acceptable evidence of cacaplim=vMh&e finmaa=. regtmmneats of this chapter have been presented to fhe contracting anthozity." Applicants Please fill oitr $ie wakens'compensation affidavit complefe L by checkmgone boxes that apply to your sitnadon and,if nmessary,yopP13` s)naane(s). addresses)mdphoneraanber(s)along with their=tffcate(s)of insurance. L =t r d LnbMty Compames(LLC)or LimitedLiabfl3 y ecships(LLP)withno emplayxs ogler than the members or pant a=s,are not reed to cmxy wogs'compensafion trance. If an LLC or 112 does have Io ees a oli is Be advisedthatthis aflidaykmaybe submitted fa tine Deparmen:t of lndnstrial '; - emp y . P c3' m4�- .. T. Accidents.ror cognation of iosn==coverage. Also be sure to sigu and data the aimdavit. The affidavit should beamed to the chy or fawn that the application for the pew or license is being requested,not the Department of hxhm t apj A c;dd=f& Should you ham any gaeshoms regardmg the law or ifyon are regared to obtain a wormers' compensa++m pofiey,pImse call the Dep arfinerh at the nmmber listed beIow. Self-msored cornpalies sbouId enter their self-insoxance licenso-m=ber on the approptrate line. City or Town Off1dals. t . Please be sore that the affidavit is complek-and primed legfly. 'the Depmimeat has provided a space at the bottom of the affidavit for you to fa out m the event the Office of luvestiga ions has to conizE t yoaregarding the:appIica� Please be sure:to fill in the permit/ Cmsc number which will be used as are&==nomber. In addition,an applicant; t�mint sabmit multiple peuniUliceose applitations in aay given eed c year,n only solunit one affidavit indicating ent . p olky information(if nerssmy)and under`Job She Addre;&'the applicant Shorld write`0 locations in-(city or town)_'A copy of the.affidavit flat has been officially stamped orr mmked by the cry or tovm maybe provided 1n hue ' applicant as proof that a valid affidavit is on file t=fod= *p=ni!s or ficeuses. A new affidavirm ist be fiI1e�eirt earJi year. Where¢home owner or citizen is obtaiaiag a Ecc nse or pm= t notrelated;tu any business or commercial vmcae (Lo.a dog license orpermit to 710mleaves dr. saidperson is NOTreq�dtn complete this affidavit The Office ofInvestigations wouldIifmtothankyouiaadvance furyour cooperationand shouldyouhave:anyquestions, please do not b cs a to give us a call. The Deparfm=fa address,tElephMr,and fax immber. ' - DgMtMMt cif Tn&mtd l Accidents . �[ce sf��g�tiaus Demo-.MA 0�111 Ted.:#617' -4900 eft 4€6 car I-M-MA GAFF Fax#617727-7749 Revised 4-24-07 v�� �A �"E Town of Barnstable Building Department Services Brian Florence, CBO 163 Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete'and Sign This Section - If Using A Builder as Owner of the subject property hereby authorize -- , dos �� to act on my behalf; in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signs a of Owner Signature of App ' t Print Natife Print Name ze�"�Zx 11�'XZ4 L at Q:FORMS:OWNERPERMISSIONPOOIS Rev:09/16/17 Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 >a� � www.town.barnstable.ma.ns • Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMMON Please Print DATE: JOB LOCATION: number strmet. village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEF114MON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or f m3i structures. A person who constructs more than one home in a two-year period shall iftot be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for.which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Conru stction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFaM\FORMS\building permit forms\EXPRESS.doc 09/16/,17 f 1 Fold,Then Detach Along All Perforations :;.. ::. t <" OMMONWEALTH OF MA$SACHUSE::.:. • • SHE At WORKERS`;;:; ISSUES THE FOLLOWING LiG�ENSE MASTER UNRESTRICTED i RIGHARD G�GREGOli7 { RON 50 SHA 5 � ,MA'02655 1250 a J W !. OSTER Lu., 1012812018 162161 , 3 I „�rp?.�y' 'i.r Tr7CII 1 1 Company Rick Gregoire Plumbing & Customer Larry Nickulas heating Preparer Rick Address 240 The Plains Road Phone 508-776-6825 W. Barnstable Ma. Phone 508-240-6400 Date 4-5-18 This HVAC load calculation has been performed using sound engineering principles as prescribed by Manual J eighth edition and ASHRAE Fundamentals. Duct sizing has been performed as prescribed by Manual D. 1. Design Conditions 70 -0 70 &MW 70 90 20 2. How would you describe the summer humidity in your area? Very Humid 60 3. Volume of building (cubic feet) 5038 4. How tight is the house? Not tight-under 1500 Sq. Ft. 2 5. Number of occupants 1 6. Overhang Characteristics this section optional) 0 0 0 0 0 0 7. Solar ain throu h lasses j 23 Double 24 below OH 23 �! 0 0 @REAj 9 Double 40 0 9 0 360 5 Double 65 0 5 0 325 17 Double 75 0 17 0 1275 33 Double 75 0 33 0 2475 - -� 23 552 0 150 - - - 0 - -- 4987 l NO 1 4987 r 8. Ducts/Pipes Location Exposed to outdoor temp. 1 Insulation R-4 0.08 Duct Loss/Gain 0.08 • ir. 33797 ( p 20180 0 GD 1 128 306 68 226 -386 • @bf 0 23 0 0 0 • r @$F&', 0 0 0 0 0 M$f 0 0 0 9 0 •• @$ft' 5 0 0 0 0 0 0 8 9 0 •• �� ' 0 18 0 0 8 � I 0 0 0 0 0 D• @bf 0 0 0 0 10 %ft 123 265 60 208 368 @SU 63 420 81 222 0 @pf 63 420 81 222 280 • • @5tL 0 0 0 0 0 016% 0 0 0 0 0 V• - C � 473 1665 608 1665 1100 • MM 1200 0 0 0 0 [D3,3 217 849 243 670 521 166 310 961 218 147 t 643 2264 826 2264 1496 2938 11466 3290 9054 7046 2894 6450 2124 5218 3492 • _ 0 0 0 0 0 OAI �nJ s/c E-e7,b Al _ � 1 j 3� �. t 1 1 V �� 1 i 1 � i 1 ���� � - � '+--� l 47 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application* Health Division Date Issued I • Conservation Division Application Fee 6 " Planning Dept. Permit Fee g ' Date Definitive Plan Approved by Planning Boards Historic - OKH G'v Preservation /Hyannis G¢�R Project Street Address /7d 6 -r-P. Village /' �r /� Owner Address A-40 170 1--!7 f �614 Telephone Permit Request .01 o/ _ c rr/�• /:�� [�/!-e. (/J-�'�✓/,C��,� CiE�/-fo r� �l r/7ylQy /ti.'.%/ %�'i( nrsrJ P �i17 Square feet: 1 st floor: existing proposed Sz 2nd floor: existing proposed �' 0Total new C� Zoning District _9 Flood Plain /-A Groundwater Overlay Project Valuation 70 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family.-1�c Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ,A�No On Old King's Highway: ❑Yes &�O_ Basement Type: Full Crawl ❑Walkout ❑ Other i Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) S"�Z Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new 2 First Floor Room Count Heat Type and Fuel: >(Gas ❑Oil ❑ Electric ❑ Other Central Air: �es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑existing Xl new size _Shed: ❑ existing ❑ new size _ Other: ]RECD Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ EEP 2 1 Commercial ❑Yes ❑ No If yes, site plan review# --------------- Current Use c,/. ice-� Proposed Use S - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameZ_aezzz !/. G, Telephone Number Address Ac �(% �U License # Z Z. 6 Home Improvement Contractor# ()c Worker's Compensation # c �- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /�G�`� f T` SIGNATURE ✓ DATE FOR OFFICIAL USE ONLY I } APPLICATION# DATE ISSUED 'r MAP./PARCEL NO. - 1 ADDRESS, VILLAGE OWNER I4 DATE OF INSPECTION: ...FOUNDATION:. FRAME INSULATION._. FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS ROUGH fiz " FINAL r,rF:INAL BUILDINGi DATE CLOSED OUT ASSOCIATION PLAN NO. sea I I i ma 1Ga (a DOORMEFO TYq RAFTER Kit JOIRTBA� 3a'd Q Ja o.P.,AlJAW 6AACE FOP AR2 A FLOW ON TXE L31DE—IE of ROOF (, SNEwTltaro 1 tea ma __ O I I � �� 9oW azOONmG RJ ' TNEFaaR1N0 JOieT 9AY6 Jau. J A ;46 B 6 O O —J 3.+3NOOE9oAPO _ k I NEAOEP B $ I II F e wAu 4 L Ea 3 4 N A A6 FASTEN 9.aFO9TYOBEAMi USIxO 6UNaO N EOCt GAl1Rat 9�A6(FOR BOnOY Oi FOef Sa sa tva I (GI11�DORYEtO and 4it ad ROOF FRAMING PLAN 'T 6.aP03T ye=PLYNOODal TKW alYP30N LGTA3A BTPN ti 13 RAFIEAe 15•Ym PAPER &MP60NLGTA2140W PEP FORM NO.TTn010 PEA FORN NO,n.taS AnALwoD PORFAIW/Jl R BYPGON X 2aA 10.atRx�tEO� Asuv000 POArALwAJx A FPAeN10 NOTES: VANOYUFH a1T wwElcF.wmER aleEtD ePAwNo A6 wNaTRueT aARAOEENowMJs T ALL ROOF RAFTERS TO BE 2 x 12'a UNLESS OTHERWISE NOTED eARRrER usuJo TNEAPAWOOo PoxrALMOJi pwtuxuY oRIPEocE ma FPAtRYo FOR ENGINEEAm APAIGTgre t a e FFSG swam tao ry NOLO mwNs vEA FoaM w.nnmc 2J USE(2)SIMPSON H2.5 HURRICANE CLIPS (seEENCLos¢o DETAILWffET) AT ALL RAFTERS ENDSOw 3.)VERIFY GUTTER TYPE/LAYOUT i J 60Fpf 1bAiiD i OOM.NNYl69FFITUFJR SECOND FLOOR FRAMING PLAN �DWNERS 3sOFr+raoAPO nP.3.awAua ..cMEM :eataFasoJJm DETAIL AT WALL DRgIMNG'NO.. 7N@COTUIT BAY DESIGN,LL NEW GARAGE FOR: _ 114"=1'0. IA ''J43 BREWSTER ROADDATE: MASHPEE,MA. 02s4s LARRY NIKULAS Mom°^ I ) ����°� 7/10l2010 FJ"X(508)539-9402 240 THE PLAINS ROAD WEST BARNSTABLE, MA • asr ^' NOTES: N 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ' &DIMENSIONS IN THE FIELD S OKE DETECTORS REVIEWED 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, I I 1 DETAILS,&FINISHES IN THE FIELD VMH OWNER 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE V-10-ABOVE SUBFLOOR B RNSTABLE BUILDING DEPT. D 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS A STATE BUILDING CODE.SEVENTH EDITION 5.) 110 MPH EXPOSURE B WIND ZONE,1.50 ASPECT RATIO FIRE DEPARTMENT DATE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, BOT SIGNATURES ARE REQUIRED FOR PERMITTING + i __ OR HORIZONTALLY-WI BLOCKING AT EDGES,3"EDGE/12-FIELD NAILING _ O O —J °N1I I D^' _ m 7.) ALL LVL LUMBERR3EAMS TO BE 1.90 U480 LOAD 8.) TIMBER FRAMING TO BE SPRUCE/PINEIFIR NO.2 GRADE i 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL CARBON MONOXIDE ALARMS I SIMPSON COMPONENTS ' MUST BE INSTALLED PER KITCHEN/ h I ARDER6Ex 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS MASSACHUSETTS BUILDING CODE DINING I "'D 8 TO BE 3000 PSI .ac 11,)VERIFY ALL PLUMBING,&ELECTRICAL DETAILS W/OWNERS ON THE SITE I DURING FRAMING CONSTRUCTION B I 6 P.IO +rs 12.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES DR. p p C-Tm ® GARAGE ='TO�H- p- IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION, TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENE6TRATF)N 9MYUDMT CEIURD WDOD FRAMED WALL FLOOR BA&EMENf VMLL BA6EMENf 61A6 DAAttVL 6PACE WALL UiAGTOR UiACTOR 0.VAVE 0.VAUlE R-t•NUE q-V,WE iFV,Wff R-VN3E P+iDER6FN b 1W aoa D$ D.Eo a m s +vo +oRFr.D�I '+ma LIVING :a ARDER6FN NOTES: 1.R�VA UES ARE MINIMUMS&ILFACTORSARE MAKNUMS. 2.10173 MEANS R-15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR p OF THE HOME OR R-13 CAVTTY INSULATION AT THE INTERIOR OF THE BASEMENT WP11 4v A 66• I 3.REFER TO IECC 2W9 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS . &Fora I CLOS. I p ti I o.n000RWTWJI6aMN1iNE w c. AmoN A A ss r.e za ea za za fia ma FIRST FLOOR PLAN FIRST FLOOR -560 S.F. ©SMOKE DETECTOR SECOND FLOOR =484 S.F. GARAGE =417 S.F. ©CARBON MONOXIDE DETECTOR. ®HEAT DETECTOR + COTUIT BAY DESIGN, LLC NEW-GARAGE FOR: M��" SCALE: DRAIMNG NO.: 43 BREWSTER ROAD - ��""*��_ 1/4"=1'-0" p.: n1►ASFIPEE,MA. 02649 L,ARRY NIKULAS DATE: F"Nc((50%5 s-19402 240 THE PLAINS ROAD WEST BARNSTABLE, MA � �� �/lo/zolo Al . 3Ra 1sa zra s-• r.1s a.+• N A AB � ANDFRffiM ArtDERsfi+ Tw zw twzwz BATH I I I I I W.LC. 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M 7/10/2010 FAX(50r)539-9402 240 THE PLAINS ROAD WEST BARNSTABLE, MA 1] i 10� TTP.1.a PAIF eoAROs FA18E 1.a RAID:enwnb .w 1.a�oglw eoARn hn I.a oRm ewac 6J' Ij TOP OF HATE TOP Oi PUIfi N ' TOPOF PUTfi � TOP OF RAT6 4 AT NNEEW/ul AT FNEEWFIL TYP.1.B FA" t UBF B t FtDONa+ b BECOIO]FIDOR 1.8 FRIEZE 80AR09 6UBfi00R _ 6UBFlOOR TOP OF RATE TOP OF RATE FrTT 9 ® ® A i1R6T FIDON BUBRDOR - OP OF WEST ELEVATION EAST ELEVATION CONT.RD)OEYFM TTROLL A6PIMLT ROOF 610ROIE6 TOP OF PIATE N F TOPOF AT KREEWALL c 11 FMW 6ECON0 BOOR CUBROOR TOP Oi P6AtE TOP OF RATE TYP.1 a sl.e wRREnaorxos 4 0 13 ® W.C.6RIN6LE 61pN0 Y . S�TO wFATHER F F1R RWR - . FIRST FOR -roP°Fl - NORTH ELEVATION C COTUIT BAY DESIGN. LLC NEW GARAGE FOR: a°'�= SCALE: DruNANG NO.: u MI 43 BREWSTER ROAD � � PMPASHPE))E,MA. 02649 LARRY NIKULAS DATE: �� FAX�(5068)539191402 �q 7/1 012 01 0 240 THE PLAINS ROAD WEST BARNSTABLE, MA m°`" "`¢°" NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAADNO BIDCI(INO TO RARER(TOE"LFO) bm bIm EACH DO RIM BOARD TO RAFTER EM NH ED) b,9a },m EACHEND Baco c I MWILFRA%M 1 TOP PLATES AT INTERSECTIONS(FACE"LED) 41m }lm AT JWM BULK I S'W I I b 19 E blm xf RR I., HEAD TO; 'VNE Im tm lr.a ALONGEDGES FLOOR NIk p• JOIST TO BILL TOP RATE OR URDER(TOE NORED) 4m 4Tm PER MST ---_-- A ___------- BLDCONOTOJOISTS(TOEWSED) x-m x-1m EALTI EFO BLD MW TO SBL OR TOP PLATE(TOE HARED) Y1m 41m EA BU= LEOGER STRIP TO BEAM OR GIRDER(FACE WVLEM llm 4Iw EACH J013T _ I Jp9T O11 ll�GDi TO BEAM(TOE NAILED) seE }tm PER JO9T BAND JEST TOJOIST(ENDNNLED) }1m 4-I'm PER JOIST BARD JOIST TO SILL OR TOP PLATE(TOE N UMD bIS },m PER FOOT ROOF SHFATHWR I xA fO ,SeAw I DROP IOPOFFgAA. 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A 0.YW000 FLODwNB AS BXOWd IN DETNLFORTME 6EC010 "DR FR411➢1a DETAIL AT FIRST FLOOR I �7SCALE: DRANANG NO.: ILA COTUIT BAY DESIGN, LLC NEW GARAGE FOR: M- 1/aA=1'.-0" a3 BREWST A ROAD ' w IIAASHPEE,MA. 02649 CARRY NIKULAS ��'��J��,ro� DATE: �['^,` PH.(508 2741166 ` °" 7/10/2010 FAX( sss-sao2 240 THE PLAINS ROAD WEST BARNSTABLE, MA +4 WSTALL 6/T µG+OP BOLTB ATYt®nc YAX W BIMVFON eFe SIeJ fiEWDq WATES 3S0 - P 4 PIALE eDLre WIi+eN r-+SKFAG+ DORNEP AHD to ne•emm+w OEYfI+ ' nr r� sa ra •n•-r �b j Elb El dB�I6 ACPlO wR SWSE S+oP+' 36:8m tee'wRTWO BTDRY 6EDTNIIA BILCO C " BULKH A y � AB b WSTALL S/4 µCNDR eDLTe AT Se'=a.11A% ra rs sz za +v ra zs r¢ W�CEBM et�"wnw�s.+ p°AV�iTNEs COPNEA ANO To A e•NzawN c®TN ArTno eropT sECT+oN ANCHOR BOLT DETAIL NSTALL 519'ANONOR BOLTFAT�a<.t1AC W6IWFDN BP6 e/bl3EMING gATE6 ' MGi eOITe WTMINB•-+r OFEAGI ' ATR ANOTDAe•NWN11Y OEVM ATONE STORY 6EOTNIN N h Y P.T.3aeWLLW SF.AIER B * � b -� — GARAGE ANCHOR BOLT DETAIL � t--- �--- p SCALE:11r NY L--- L FULL " BASEMENT v� UP o +>....•.... h 4 m......�...e.N: 4 - N ra lu. ra az suevsoN soma FrPAs DNeoTN swEn sttvsoN erNo+t aTPAv oN eDTN OOEe ' OFTNE OARAOE DOOP tCORNFAB FER aF 11�ONA0E DOOR t PDRFN OORNERS FEq ur .v.anWff�A ^� FM'ALL GRAYJNDMAWIOD PORGi A wP4 TT-+00C AFAY.WD �.�w'so� �• WALL FRM@Ifi V=Ves na"vas +eo r m ANCHOR BOLT PLAN i.A•� O.H. DOOR DETAIL Sl ELEVAT[@� NO SCALE Q COTUIT BAY DESIGN LLC NEW GARAGE FOR: � rog SCALE: DRAVVINGNO.: 43 BREWSTER ROAD4"'""`°°"m" °" MASHPEE,MA, 02649 LARRY NIKULAS "`"""HD A5 FAX((50 2741166 DATE �)539-9402 240 THE PLAINS ROAD WEST BARNSTABLE, MA a d"� �M 7/10/2010 CAM.RIDGE 1rENT 1 / �aeYma�. 12 65 COR.wVEMX6 wAu TO ROOF VENT / 2.lO.m lP en \ TOP OC MIB TYP.ROOF CONST. u WLTRA RUWOEFM �wcJo�lsTfi 1.2.,]RAFTERfi OIPac, TALL W/LEDGQ80R6fJ>FW6 coM.AwwNur / \ \ zaP cox xYw000 oaATnNu usE 6laveoN tastmo aeT+eD SOFFIT VBA6 NEW 1?OYP.6MIA \ / \ 115FNALT ROOF BNOIGIFfi TYP.WALL CONST. / //'¢ ®temp \\ \\ z,o"'lNsuu L e \ B 2..f2RIO6EBONtOE1t0F1.-ft—OOD t61��TNINOtZ / \\ F B.FROVAVEMVENTRATANpARFR6 HALL y A.VY GYPsuN eaym .� m BEDROOM W.I.C. \ .mwINDwAex 6ywprm 8W.G 610NcslE 6IOIID 12 - &TWEK VAPOR B/JO�R Yr AWANTECN T•o plYN00p ay T.POLY VPOR BARi1DA ON U6]DE fiUBFl.00R-GLUED E t—W 6EOON0 FlDOR 6UBROOR 6EOONo FLOOR 6U6RDOR NEW 2.tOJ0616m1Pe.a TOP OF F-TE TOP 11 I.L. taf0.m lPm TOPO >t W a 11 TBLK I�ADFIt r�wv6ATT wP FlREcoo6 mrv.fio. NEW INsuunoN niT'.IRAcso+P WALL TYP. CONST. WALL N GARAGE m 9 CONST. KITCHEN 4 Flftg FLOOR ' If cONG 61AB eUBRDOR 6LOf¢P TOWAR09 TOP of FOUND ).tOJOI6T8 m IP a.c —OF FOUID. OOOip N PLAIT IN6UUl,pN Z OALIP PROOF WALLS R-30 FULL TYP.,P OONOihTE FOLImATION BASEMENT wuL6 wiFsvERTPxe1R6 AT.6'ac.,ST FItO110U1�E FILE Oi WAtl,ORAOE®BARB r CONCRETE 61IB nSECTION @ GARAGE „.10 GDNfJE EFOO NG9 A6 SECTION @ KITCHEN.' . A6 COTUIT BAY DESIGN.LLC NEW GARAGE FOR: „ .. ,'* w" SCALE: DRAIMNG NO.: 43 SHPEE, A.ROAD a _ �� MH.(508 ,MA. 02649 LARRY.NIKULAS » o DATE: PH.(�08)�2741166 240 THE PLAINS ROAD WEST BARNSTABLE, MA �"'�° ' "" FAX 50 539-9402 r,m �o 0 7/10/2010 t I Bk 16528 PsI83 T28850 03-07-2003 a 03235P I '` EXECUTOR'S DEED I, George F. Bennett, Executor under the will of F: ! Lillian Sparrow Barrow (Barnstable County Probate No. 57517) by power conferred by said Will, and every other power, for consideration paid of One Hundred Ninety Seven Thousand ` Dollars ($197,000.00) paid, grant to Larry Nickulas, of P.O. Box 507, West Barnstable, Massachusetts, 02668, the land in . Barnstable, Barnstable County, Massachusetts, being Parcel A and Parcel B on plan entitled "Plan of Land in Barnstable, Massachusetts beingfill part of woodlot #26 in the Town of Barnstable, the lower or first tier of woodlots, for the ail estate of Lillian Barrow, dated July 24, 2002". Said plan UL i is recorded with Barnstable County Registry of Deeds at Plan �I Book576, Page 57. Together with the fee abutting said Parcel A and B in Plains Road. 91 iIFor title, refer to said estate and Deed at Book 16, ' Page 277 ANfz, ,qfr—p,4V,r �e Cat-Peb kC=R 7k-. EuJi ' Address of premises: Parcel A and B, Plains Road, West Barnstable, MA . { Witness my hand and seal this ,?j?tday of February, 2003. �` Gegige F. Bennett, SZ "� Executor under the will 1C 1 C of Lillian Sparrow Barrow � 4 J', Lei^. '� •-- '� t^J �-1 ((^V d W ri 0 O O93 Q = NIT 1 cic V ti F1/1Q17 .d. _p fI ems ` � ¢ ¢ _ s `" 0W '_ Wir �G S� I I I :A r rx r Bk 16528 P984 428850 '1 COMMONWEALTH OF MASSACHUSETTS ss Februar 'y,:/ , 2003 t Then personally appeared the above-named George F. Bennett,. Executor as afore-said, and acknowledged the r foregoing to be his free act and deed, before me, Notary ub is ` My commission expires: MQ * a A True Copy Attest ':ta` _,'#,`:r, MARJORIE A.YOUNG NOTARY PUBUC My cwm%slon 9*hs May 13,2006 ' y r t t � i 1 f`� J. r GS • 1 1 -2- BARNSTABLE REGISTRY OF DEEDS i . l , q �M I The Commonwealth of Massachusetts Department oflndustrialAccidents Office oflnvestigations ' a 600 Washington Street Boston,MA 02111' wlvw.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Le ibl parr / G Name(Business/Organization/Individual): t//•G �J U' Address: City/State/Zip: �'j ���. ly Phone.#: ou an employer? Check the appropriat�e�°�a ' :T a of inject(required):• [AVre am a employer with 4• I am a general contractor and I 6 New, construction . * have hired the sub-contractors C ' ,_,{employees(full and/or part-time). Remodelin 'r J Lam a'sole proprietor or partner- listed on the-attached sheet. 7• ❑ g slop and have no employees These sub-contractors have g, 0Demolition working for me in any capacity. employeey and have workers' 9 Building addition [No workers' comp,insurance comp.insurance, ' 5. [] We are a corporation and its 10.❑•Electrical repairs or additions required.] I am a homeowner doing ill-work officers have exercised their 11.[]Plumbing repairs or additions ' . myself.[No workers'comp. right of exemption per MGL 12,0 Roof repairs msumance.requirecq t c. 152, §1(4), and we have no 13.❑Other employees. [No workers comp,insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who'submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such, . 3Contraetors that check this box mutt attached an additional sheet showing the name of the Sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must pro Mb their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below fs.the policy and job site' information. S �e r 1 LJ c r�� Insurance Company Name: �����• �. V Policy#or Self-ins.Lic.#: U Expiration Date: lob Site Address: C1'i 4 J 0(t%(- City/State/Zip: Gl. / 6A o—n Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator.-Be advised that a copy of this statement may be forwarded to the Office of Investigations of the CIA for insurance coyera>re-verification. I do hereby certify under th ins an nalKes of perjury that the information provided above is true and correct. Signature: Date; — Phone# •l ( Z l ' ` Official use only. Do not write in this area, tb be completed by,city or town officiaL. City or Town: ' Yermit/License# Issuing Authority(circle one): A.Board of Health-2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: . .t 16 f7�yc adz 193 Za/Zooms V-1,71 off/ C'`Kf_a? CP t �c•� Z ydi c f ZZ sy3 vs �-f /-7J.Qv L,� 4/C i.. ` �. � •� � b 4.. +� �, )��♦ �} 1 T . � t (.� `� o . i ` `' ."�` .y ' r ��, Y ti 4 ��, . �: � t ,` � � ( - �� ,y , . ; - • n ` � • , r � r T � SEA&B Engineering I P.O. Box 688 �\ Eastham, MA 02642-0688 (508)240-3987 or July 8,2008 O2 RICHARD P. AN e Callo.. 19778 19778 4 � �G/s-r Mr.Frank D. Ciambriello /% � �A0 NAL 302 Setucket Rd. Dennis,MA 02638 � �q�1yl Reference:Nickulas Home Dear Frank, The Nickulas home was evaluated to eliminate two garage beam support columns, and to check loading effects at the other end of the house. Analytical results and calculation sheets follow: • The valley beam above the garage area,referred to as the long valley beam, should be a 3 %x 117/8 LVL. There are two valley beams at opposite ends of the house. See sheets 1 and 2. • The valley beam at the other end of the house,the short valley beam, is a single 2x10, Sheets 5 and 6. a Garage End • Load from the long valley beam at the ridge acts through a 4 x 4 post down to a garage cross beam running in the same direction as the garage joists. The cross beam is supported by the main garage upper floor support beam and the outer garage wall. The garage beam is a 3 %x 9 %LVL. The post and beam should be connected with a Simpson BC4 connector or equivalent, Sheets 9 and 10. i • The garage joists are 2xl0s, Sheets 15 and 16. • There are two choices for the main garage upper floor support beam: W8x67,or W10x49. Sheets 13 and 14, and 15 and 16 respectively. Opposite End • Under the shorter valley beam at the ridge, load from the ridge is to act through a 4x4 post down to a 3 '/2 x 9 %2 LVL that extends from the wall near the stairs to the outer wall. The post and beam should be connected with a Simpson BC4 connector or equivalent. Sheets 17 and 18. • The 16 ft. long floor joists are 1 %x 9%LVLs @ 16 in. oc. Sheets 19 and 20. • The 14 ft. 4 in. long floor joists are 2x10s @ 16 in. oc. Sheets 21 and 22. Section B-B A structural evaluation of Section B-B of drawing sheet 8,with maximum loading required by the 7t'edition,revealed all stress and deflection values for that configuration are well within limits and the design for the represented portion is structurally adequate. The analytical frame model,node displacements, stress values, support reactions and model parameters are provided in sheets 23 through 33. Again,please let me know if you have questions or comments. Regards, H of Richard P. Anderson RICHARD yG g P. q ANDERSON No. 19778 'Q FSS�ONAI ���` Nickulas, Long Valley Beam, True Length, 3 1-2 x 11 7-8 LVL EA Beam Length: 195.15 in Location: 0.0 in 0.0 in 0.5215505 Deflection 0.0 0.4579625 deg -0.5204251 Slope 0.4579625 124656.2 lb-in 0.0 Moment 0.0 1698.195 lb -3290.717 Shear 1698.195 1516.693 Iblin2 1516.693 Bending Stress Tensile:0.0 Compressive:0.0 79.17514 Wine 0.0 Average Shear Stress 40.85883 . Z ** Nickulas, Long Valley Beam, True Length, 3 1-2 x 11 7-8 LVL ** BEAM LENGTH = 195.15 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 488.0 in^4 Top height = 5.9375 in Bottom height = 5.9375 in Area = 41.5625 in UNIFORMLY DISTRIBUTED FORCES 0.0 to 48.963 Win at 0.0 over 195.15 in 1.083 Win at 0.0 over 195.15 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-1698.195 lb Simple at 195.15 in Reaction Force =-3290.717 lb MAXIMUM DEFLECTION *** 0.5215505 in at 101.1891 in No Limit specified MAXIMUM BENDING MOMENT *** 124656.2 lb-in 'at 112.1116 in MAXIMUM SHEAR FORCE *** -3290.717 lb at 195.15 in MAXIMUM STRESS *** Tensile = 1516.693 lb/in2 No Limit specified Compressive = 1516.693 lb/in2 No Limit specified Shear (Avg) = 79.17514 lb/in2 No Limit specified 1 . 3 Nickulas, Ridge Portion w Large Valley Beam Beam Length: 113.76 in Location: 0.0 in -1.13529e-3 in 0.01352774 Deflection 0.0 0.03779625 deg -0.05497275 Slope 0.01110064 7521.866 lb-in -8226.537 Moment 0.0 927.8282 lb -775.8094 Shear 116.4712 TIMN 364.6175 Ib/in2 364.6175 Bending Stress Tensile:0.0 Compressive:0.0 65.11075 Wine 0.0 Average Shear Stress 8.173418 ** Nickulas, Ridge Portion w Large Valley Beam ** BEAM LENGTH = 113.76 in MATERIAL PROPERTIES Modulus of elasticity = 1200000.0 Win 2 CROSS-SECTION PROPERTIES Moment of inertia = 107.17 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 14.25 in UNIFORMLY DISTRIBUTED FORCES 0.0 to 42.0 Win at 0.0 over 113.76 in 0.433 Win at 0.0 over 113.76 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-116.4712 lb Simple at 61.92 in Reaction Force =-1545.938 lb Simple at 113.76 in Reaction Force =-775.8094 lb MAXIMUM DEFLECTION *** 0.01352774 in at 90.76945 in No Limit specified MAXIMUM BENDING MOMENT *** -8226.537 lb-in at 61.92 in MAXIMUM SHEAR FORCE *** 927.8282 lb at 61.92 in MAXIMUM STRESS *** Tensile = 364.6175 lb/in2 No Limit specified Compressive = 364.6175 Wine No Limit specified Shear (Avg) = 65.11075 Wine No Limit specified Nickulas, Short Valley Beam, True Length, Single 2x10 Beam Length: 122.37 in Location: 0.0 in 0.0 in 0.3081557 Deflection 0.0 0.4309359 deg 0.4908946 Slope 0.4309359 I 26001.73 lb-in 0.0 Moment 0.0 559.4349 lb -1098.679 Shear 559.4349 1152.452 Wine 1152.452 Bending Stress Tensile:0.0 Compressive:0.0 77.10026 Wine 0.0 Average Shear Stress 39.25859 i ** Nickulas, Short Valley Beam, True Length, Single 2x10 ** BEAM LENGTH = 122.37 in MATERIAL PROPERTIES Modulus of elasticity = 1200000.0 Wine CROSS-SECTION PROPERTIES Moment of inertia = 107.17 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 14.25 in UNIFORMLY DISTRIBUTED FORCES 0.0 to 26.44 lb/in at 0.0 over 122.37 in 0.33 lb/in at 0.0 over 122.37 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =559.4349 lb Simple at 122.37 in Reaction Force =-1098.679 lb MAXIMUM DEFLECTION *** 0.3081557 in at 63.49341 in No Limit specified MAXIMUM BENDING MOMENT *** 26001.73 lb-in at 70.44978 in MAXIMUM SHEAR FORCE *** -1098.679 lb at 122.37 in MAXIMUM STRESS *** Tensile = 1152.452 Win 2 No Limit specified Compressive = 1152.452 lb/in' No Limit specified Shear (Avg) = 77.10026 lb/in2 No Limit specified Nickulas, Ridge Portion w Small Valley Beam Beam Length: 63.84 in Location: 0.0 in 0.0 in 0.02190505 Deflection 0.0 0.05872319 deg -0.06688245 Slope 0.05872319 6790.726 lb-in 0.0 Moment 0.0 280.2469 I -549.8646 Shear 280.2469 300.9793 Winz 300.9793 Bending Stress Tensile:0.0 Compressive:0.0 38.58699 Wine 0.0 Average Shear Stress 19.66645 ** Nickulas, Ridge Portion w Small Valley Beam ** BEAM LENGTH = 63.84 in MATERIAL PROPERTIES Modulus of elasticity = 1200000.0 lb/in' CROSS-SECTION PROPERTIES Moment of inertia = 107.17 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 14.25 in UNIFORMLY DISTRIBUTED FORCES 0.0 to 25.34 Win at 0.0 over 63.84 in 0.333 Win at 0.0 over 63.84 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-280.2469 lb Simple at 63.84 in Reaction Force =-549.8646 lb MAXIMUM DEFLECTION *** 0.02190505 in at 33.12276 in No Limit specified MAXIMUM BENDING MOMENT *** 6790.726 lb-in at 36.74799 in MAXIMUM SHEAR FORCE *** -549.8646 lb at 63.84 in I MAXIMUM STRESS *** Tensile = 300.9793 Win 2 No Limit specified Compressive = 300.9793 Win 2 No Limit specified Shear (Avg) = 38.58699 Win 2 No Limit specified J Nickulas Garage Cross Beam to Receive Valley Beam Load, 31-2 x 91-2 LVL I I I I I I I I I I I I I= 1 11111 111111111111 iIIIII L Beam Length: 1".0 in Location: 0.0 in 0.0 in 0.3119038 Deflection 0.0 0.3903689 deg -0.3692066 Slope 0.3903689 81499.0 lb-in 0.0 Moment 0.0 1488.668 Ib -1282.968 Shear 1488.668 1548.481 Wine 1548.481 Bending Stress Tensile:0.0 Compressive:0.0 44.77196 Win' 0.0 Average Shear Stress 44.77196 ** Nickulas Garage Cross Beam to Receive Valley Beam Load, 3 1-2 x 9 1-2 LVL ** BEAM LENGTH = 144.0 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 Wine CROSS-SECTION PROPERTIES Moment of inertia = 250.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 33.25 in EXTERNAL CONCENTRATED FORCES 1815.0 lb at 63.84 in UNIFORMLY DISTRIBUTED FORCES 0.867 Win at 0.0 over 144.0 in 5.7763 Win at 0.0 over 144.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-1488.668 lb Simple at 144.0 in Reaction Force =-1282.968 lb MAXIMUM DEFLECTION *** 0.3119038 in at 70.04243 in No Limit specified MAXIMUM BENDING MOMENT *** 81499.0 lb-in at 63.84 in MAXIMUM SHEAR FORCE *** 1488.668 lb at 0.0 in MAXIMUM STRESS *** Tensile = 1548.481 lb/in2 No Limit specified Compressive = 1548.481 lb/in2 No Limit specified Shear (Avg) = 44.77196 Win 2 No Limit specified l . . fl Nickulas Garage Joist, 1 Side Only, WO at 16 oc Beam Length: 144.0 in Location: 0.0 in 0.0 in 0.2658352 Deflection 0.0 0.3384718 deg -0.3384718 Slope 0.3384718 15827.53 lb-in 0.0 Moment 0.0 439.6536 lb -439.6536 Shear 439.6536 701.5094 Ib/inz 701.5094 Bending Stress Tensile:0.0 Compressive:0.0 30.85288 Ib/inz 0.0 Average Shear Stress 30.85288 ' �2 ** Nickulas Garage Joist, 1 Side Only, 2x10 at 16 oc ** BEAM LENGTH = 144.0 in MATERIAL PROPERTIES Modulus of elasticity = 1200000.0 Win 2 CROSS-SECTION PROPERTIES Moment of inertia = 107.17 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 14.25 in' UNIFORMLY DISTRIBUTED FORCES 0.33 lb/in at 0.0 over 144.0 in 5.7763 lb/in at 0.0 over 144.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-439.6536 lb Simple at 144.0 in Reaction Force =-439.6536 lb MAXIMUM DEFLECTION *** 0.2658352 in at 72.0 in No Limit specified MAXIMUM BENDING MOMENT *** 15827.53 lb-in at 72.0 in MAXIMUM SHEAR FORCE *** 439.6536 lb at 0.0 in -439.6536 lb at 144.0 in MAXIMUM STRESS *** Tensile = 701.5094 Win 2 No Limit specified Compressive = 701.5094 Wine No Limit specified Shear (Avg) = 30.85288 Win 2 No Limit specified Nickulas Garage Beam, W8x67 i Beam Length: 288.0 in Location: 0.0 in 0.0 in 0.7827206 Deflection 0.0 0.4946803 deg -0.4946803 Slope 0.4946803 735332.6 lb-in ............. .......................... 0.0 Moment 0.0 9468.452 lb -9468.452 Shear 9468.452 12165.43 Iblin2 12165.43 Bending Stress Tensile:0.0 Compressive:0.0 480.6321 Iblin2 0.0 Average Shear Stress 480.6321 ** Nickulas Garage Beam, W8x67 ** BEAM LENGTH = 288.0 in MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 lb/in' CROSS-SECTION PROPERTIES Moment of inertia = 272.0 in^4 Top height = 4.5 in Bottom height = 4.5 in Area = 19.7 in EXTERNAL CONCENTRATED FORCES 880.0 lb at 8.0 in 880.0 lb at 24.0 in 880.0 lb at 40.0 in 880.0 lb at 56.0 in 880.0 lb at 72.0 in 880.0 lb at 88.0 in 880.0 lb at 104.0 in 880.0 lb at 120.0 in 880.0 lb at 136.0 in 1489.0 lb at 144.0 in 880.0 lb at 152.0 in 880.0 lb at 168.0 in 880.0 lb at 184.0 in 880.0 lb at 200.0 in 880.0 lb at 216.0 in 880.0 lb at 232.0 in 880.0 lb at 248.0 in 880.0 lb at 264.0 in 880.0 lb at 280.0 in UNIFORMLY DISTRIBUTED FORCES 5.583 lb/in at 0.0 over 288.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-9468.452 lb Simple at 288.0 in Reaction Force =-9468.452 lb MAXIMUM DEFLECTION *** 0.7827206 in at 144.0 in No Limit specified MAXIMUM BENDING MOMENT *** 735332.6 lb-in at 144.0 in MAXIMUM SHEAR FORCE *** 9468.452 lb at 0.0 in -9468.452 lb at 288.0 in MAXIMUM STRESS *** Tensile = 12165.43 Win 2 No Limit specified Compressive = 12165.43 lb/in2 No Limit specified Shear (Avg) = 480.6321 lb/in2 No Limit specified 15,0100, Nickulas Garage Beam, W10x49 r- Beam Length: 288.0 in Location: 0.0 in 0.0 in 0.765686 Deflection 0.0 0.4838357 deg 0.4838357 Slope 0.4838357 719780.6 [oea .............................. ...... lb-in 0.0 Moment 0.0 9252.452 lb -9252.452 Shear 9252.452 13178.33 Iblin2 13178.33 Bending Stress Tensile:0.0 Compressive:0.0 642.5314 Win 0.0 Average Shear Stress 642.5314 ** Nickulas Garage Beam, W10x49 ** BEAM LENGTH = 288.0 in MATERIAL PROPERTIES Modulus of elasticity = 29000000.0 Win 2 CROSS-SECTION PROPERTIES Moment of inertia = 272.0 in^4 Top height = 4.98 in Bottom height = 4.98 in Area = 14.4 in2 EXTERNAL CONCENTRATED FORCES 880.0 lb at 8.0 in 880.0 lb at 24.0 in 880.0 lb at 40.0 in 880.0 lb at 56.0 in 880.0 lb at 72.0 in 880.0 lb at 88.0 in 880.0 lb at 104.0 in 880.0 lb at 120.0 in 880.0 lb at 136.0 in 1489.0 lb at 144.0 in 880.0 lb at 152.0 in 880.0 lb at 168.0 in 880.0 lb at 184.0 in 880.0 lb at 200.0 in 880.0 lb at 216.0 in 880.0 lb at 232.0 in 880.0 lb at 248.0 in 880.0 lb at 264.0 in 880.0 lb at 280.0 in UNIFORMLY DISTRIBUTED FORCES 4.083 lb/in at 0.0 over 288.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-9252.452 lb Simple at 288.0 in Reaction Force =-9252.452 lb MAXIMUM DEFLECTION *** 0.765686 in at 144.0 in No Limit specified MAXIMUM BENDING MOMENT *** 719780.6 lb-in at 144.0 in MAXIMUM SHEAR FORCE *** 9252.452 lb at 0.0 in -9252.452 lb at 288.0 in MAXIMUM STRESS *** Tensile = 13118.33 lb/in2 No Limit specified Compressive = 13178.33 lb/in' No Limit specified Shear (Avg) = 642.5314 lb/in2 No Limit specified /7 Nickulas, Beam Under Small Valley Load, 3 1-2 x 91-2 LVL IIIIIIIIIIHI ILL Beam Length: 172.0 in Location: 0.0 in 0.0 in 0.1349969 Deflection 0.0 0.1287532 I deg 0.1486241 Slope 0.1287532 25460.35 lb-in 0.0 Moment 0.0 282.562 lb -425.562 Shear 282.562 483.7467 Wine 483.7467 Bending Stress Tensile:0.0 Compressive:0.0 12.79886 Wine 0.0 Average Shear Stress 8.498105 /s ** Nickulas, Beam Under Small Valley Load, 3 1-2 x 9 1-2 LVL ** BEAM LENGTH = 172.0 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in' CROSS-SECTION PROPERTIES Moment of inertia = 250.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 33.25 in EXTERNAL CONCENTRATED FORCES 559.0 lb at 108.0 in UNIFORMLY DISTRIBUTED FORCES 0.867 Win at 0.0 over 172.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-282.562 lb Simple at 172.0 in Reaction Force =-425.562 lb MAXIMUM DEFLECTION *** 0.1349969 in at 91.28652 in No Limit specified MAXIMUM BENDING MOMENT *** 25460.35 lb-in at 108.0 in MAXIMUM SHEAR FORCE *** -425.562 lb at 172.0 in MAXIMUM STRESS *** Tensile = 483.7467 lb/in2 No Limit specified Compressive = 483.7467 lb/in2 No Limit specified Shear (Avg) = 12.79886 lb/in2 No Limit specified I I I Nickulas 16 ft Floor Joist, 1 3-4 x 9 1-2 LVL, 16 oc Beam Length: 192.0 in Location: 0.0 in 0.0 in 0.4626182 Deflection 0.0 -- 0.4417678 - deg - s. -0.4417678 - Slope 0.4417678 28612.46 lb-in 0.0 Moment 0.0 596.0928 lb -596.0928 Shear 596.0928 1087.273 Iblin2 1087.273 Bending Stress Tensile:0.0 Compressive:0.0 35.85521 Win j 0.0 Average Shear Stress 35.85521 20 ** Nickulas 16 ft Floor Joist, 1 3-4 x 9 1-2 LVL, 16 oc ** BEAM LENGTH = 192.0 in MATERIAL PROPERTIES Modulus of elasticity = .1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 125.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 16.625 in2 UNIFORMLY DISTRIBUTED FORCES 5.7763 Win at 0.0 over 192.0 in 0.433 Win at 0.0 over 192.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-596.0928 lb Simple at 192.0 in Reaction Force =-596.0928 lb MAXIMUM DEFLECTION *** 0.4626182 in at 96.0 in No Limit specified MAXIMUM BENDING MOMENT *** 28612.46 lb-in at 96.0 in MAXIMUM SHEAR FORCE *** 596.0928 lb at 0.0 in -596.0928 lb at 192.0 in MAXIMUM STRESS *** Tensile = 1087.273 Win 2 No Limit specified Compressive = 1087.273 lb/in2 No Limit specified Shear (Avg) = 35.85521 Win 2 No Limit specified 2/ Nickulas 14 ft, 4 in Floor Joist, 2x10, 16 oc r- Beam Length: 168.0 in Location: 0.0 in 0.0 in 0.4224508 Deflection 0.0 0.4610409 deg -0.4610409 Slope 0.4610409 21553.61 lb-in 0.0 Moment 0.0 513.1812 lb -513.1812 Shear 513.1812 819.0372 Wine Sul 819.0372 Bending Stress Tensile:0.0 Compressive:0.0 30.86804 Wine 0.0 Average Shear Stress 30.86804 a i ** Nickulas 14 ft, 4 in Floor Joist, 2x10, 16 oc ** BEAM LENGTH = 168.0 in MATERIAL PROPERTIES Modulus of elasticity = 1200000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 125.0 in^4 Top height = 4.75 in Bottom height = 4.75 in Area = 16.625 in UNIFORMLY DISTRIBUTED FORCES 0.333 Win at 0.0 over 168.0 in 5.7763 Win at 0.0 over 168.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-513.1812 lb Simple at 168.0 in Reaction Force =-513.1812 lb MAXIMUM DEFLECTION *** 0.4224508 in at 84.0 in No Limit specified MAXIMUM BENDING MOMENT *** 21553.61 lb-in at 84.0 in MAXIMUM SHEAR FORCE *** 513.1812 lb at 0.0 in -513.1812 lb at 168.0 in MAXIMUM STRESS *** Tensile = 819.0372 Win 2 No Limit specified Compressive = 819.0372 lb/in2 No Limit specified Shear (Avg) = 30.86804 lb/in2 No Limit specified Job No Sheet No Rev a 23 Software licensed to SEMB Engineering Part Job Title Ref By UWeo8-.DUI-08 Chd Client File Nidculas,7-8-08.std Daterri1°e 08-Jul-2008 15:58 Print TimefDate:08/071200816:02 STAAD.Pro for Windows Release 2002 Print Run f of I Job No Sheet No Rev ® .2y Software licensed to SEABB Engineering Part Job Title Ref DnteO8-Jul-08 Chd Client File Nidculas,7-8-08.std o�— 08-Jul-200815:58 rr <,r r �r �r �r r r '-r �r •r ' r 'r r ti � t � •r r r 't I t 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Print Time/Date:08107/200816:03 STAAD.Pro for Windows Release 2002 Print Run 1 of 1 Job No Sheet No Rev Software licensed to SEABB Engineering Part Job Title Ref By DatqO8 jCw8 Chd Client He NidwlaS,748-08.Std °Erne 08-Jul-200816:05 5 3 13 6 12 11 2 7 10 6 1 Print Time/Date:GM7200616:49 STAAD.Pro for Windows Release 2002 Print Run 1 of 1 Job No Sheet No Rev � 26 Software rioermW to SEABB Engineering Part Job Title Ref ' Br oaca08-Ju1-08 cnd Client Fife Nidculas,7-"8.Std oaterri— 08-Jul-200815:58 4 3 11 1s 16 13 18 17 6 14 9 2 20 19 8 Print Time/Date:08ro7/200816:02 STAAD.Pro for Windows Release 2002 Print Run 1 of 1 Job No Sheet No Rev . � mar Software licensed to SEMB Engineering Part Job Title Ref ZMd By Date08-JUl-08 Chd Client File Nickulas,748-08.std DateT'— 08-Jul-200816:05 2 1 0 Print Time/Date:08107/200816:26 STAAD.Pro for Windows Release 2002 Print Run 1 of 1 I I Job No Sheet No Rev Software licensed to SEMB Engineering Part Job Title Ref By oate08-Jul-08 Chd Client File Nidculas,748-08.std °Iterr" 08-Jul-2008 16:05 Node UC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 13 3 -0.189 -0.233 0.000 0.300 0.00000 0.00000 -0.00039 13 2 -0.181 -0.220 0.000 0.285 0.00000 0.00000 -0.00037 12 3 0.168 -0.196 0.000 0.258 0.00000 0.00000 0.00052 12 2 0.161 -0.186 0.000 0.246 0.00000 0.00000 0.00049 11 3 0.009 -0.241 0.000 0.241 0.00000 0.00000 -0.00123 11 2 0.008 -0.223 0.000 0.223 0.00000 0.00000 -0.00116 10 3 0.000 -0.123 0.000 0.123 0.00000 0.00000 0.00000 10 2 0.000 -0.115 0.000 0.115 0.00000 0.00000 0.00000 5 3 -0.011 -0.061 0.000 0.062 0.00000 0.00000 -0.00197 5 2 -0.010 -0.056 0.000 0.057 0.00000 0.00000 -0.00189 4 3 0.007 -0.043 0.000 0.044 0.00000 0.00000 -0.00025 4 2 0.006 -0.039 0.000 0.039 0.00000 0.00000 -0.00023 3 3 0.000 -0.036 0.000 0.036 0.00000 0.00000 0.00155 3 2 0.000 -0.032 0.000 0.032 0.00000 0.00000 0.00151 6 3 0.011 -0.023 0.000 0.026 0.00000 0.00000 0.00508 6 2 0.010 -0.021 0.000 0.023 0.00000 0.00000 0.00477 2 3 0.002 -0.023 0.000 0.023 0.00000 0.00000 -0.00398 2 2 0.002 -0.020 0.000 0.020 0.00000 0.00000 -0.00376 11 1 0.001 -0.018 0.000 0.018 0.00000 0.00000 -0.00007 13 1 -0.009 -0.013 0.000 0.016 0.00000 0.00000 -0.00002 12 1 0.007 -0.010 0.000 0.012 0.00000 0.00000 0.00003 9 3 0.007 -0.010 0.000 0.012 0.00000 0.00000 -0.00047 9 2 0.006 -0.009 0.000 0.011 0.00000 0.00000 -0.00042 10 1 0.000 -0.009 0.000 0.009 0.00000 0.00000 0.00000 5 1 -0.000 -0.006 0.000 0.006 0.00000 0.00000 -0.00007 4 1 0.001 -0.004 0.000 0.005 0.00000 0.00000 -0.00002 3 1 0.000 -0.004 0.000 0.004 0.00000 0.00000 0.00004 6 1 0.002 -0.002 0.000 0.003 0.00000 0.00000 0.00030 2 1 0.000 -0.002 0.000 0.002 0.00000 0.00000 -0.00022 9 1 0.001 -0.001 0.000 0.001 0.00000 0.00000 -0.00004 8 3 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 8 2 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 8 1 0.000 0.000 1 0.000 0.000 0.00000 0.00000 0.00000 7 3 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 7 1 0.000 0.000 0.000 0.000 0.00000 0.00000 0.00000 Print Time/Date:08/07/200816:24 STAAD.Pro for Windows Release 2002 Print Run 1 of 2 Job No Sheet No Rev • � �29 Software lioansed to SEMB Engineering Part Job Tdle Ref By DateO&jug Chd Client File Nidculas,748-08.std DatefrimB 08-Jul-200816:05 3 11 13 18 17 14 9 12 20 19 1 $ 8 1 Print Time/Date:08107/200816:32 STAAD.Pro for Windows Release 2002 Print Run 1 of 1 Job No Sheet No Rev �3a Software licensed to SEMB Engineering Pad Job Title Ref By DateO8_Jul-08 Chd Client File Nidculas,7-"8.Std Daterr'"re 08-Jul-200816:05 Beam UC Section Axial Bend-Y Bend Z Combined Shear-Y Shear-Z (kip/in2) (kip/in2) (kip/in2) (kip/in2) (kipfin2) (kip/in2) 13 3 0.000 0.074 0.000 -0.707 0.781 0.047 0.000 15 3 0.000 0.073 0.000 -0.685 0.758 0.048 0.000 13 2 0.000 0.068 0.000 -0.673 0.741 0.045 0.000 15 2 0.000 0.068 0.000 -0.653 0.720 0.046 0.000 16 3 0.167 0.075 0.000 0.574 0.649 -0.002 0.000 16 3 0.083 0.075 0.000 0.574 0.649 0.002 0.000 6 3 0.000 0.252 0.000 -0.395 0.647 0.004 0.000 16 3 0.250 0.075 0.000 0.561 0.636 -0.005 0.000 16 3 0.000 0.075 0.000 0.560 0.634 0.005 0.000 15 3 1.000 0.075 0.000 0.560 0.634 0.005 0.000 16 2 0.083 0.068 0.000 0.547 0.615 0.002 0.000 16 2 0.167 0.068 0.000 0.547 0.615 -0.002 0.000 16 3 0.333 0.075 0.000 0.534 0.610 -0.009 0.000 15 3 0.917 0.075 0.000 0.531 0.606 0.009 0.000 13 3 0.083 0.074 0.000 -0.530 0.604 0.043 0.000 16 2 0.000 0.068 0.000 0.534 0.602 0.005 0.000 15 2 1.000 0.068 0.000 0.534 0.602 0.005 0.000 16 2 0.250 0.068 0.000 0.534 0.601 -0.005 0.000 3 3 0.000 0.002 0.000 -0.598 0.601 0.035 0.000 6 2 0.000 0.229 0.000 -0.370 0.599 0.003 0.000 14 3 0.083 0.075 0.000 0.522 0.598 0.001 0.000 6 3 0.083 0.252 0.000 -0.345 0.597 0.004 0.000 14 3 0.167 0.076 0.000 0.521 0.596 -0.002 0.000 4 3 1.000 0.002 0.000 -0.585 0.588 -0.035 0.000 14 3 0.000 0.075 0.000 0.510 0.586 0.005 0.000 13 3 1.000 0.075 0.000 0.510 0.586 0.005 0.000 14 3 0.250 0.076 0.000 0.505 0.581 -0.006 0.000 3 2 0.000 0.001 0.000 -0.579 0.580 0.034 0.000 15 3 0.083 0.074 0.000 -0.505 0.579 0.044 0.000 15 2 0.917 0.068 0.000 0.508 0.576 0.008 0.000 16 2 0.333 0.068 0.000 0.507 0.575 -0.008 0.000 13 2 0.083 0.068 0.000 -0.503 0.572 0.042 0.000 16 3 0.417 0.075 0.000 0.493 0.569 -0.012 0.000 14 2 0.083 0.068 0.000 0.500 0.568 0.001 0.000 4 2 1.000 0.001 0.000 -0.567 0.567 -0.033 0.000 Print rime/Date:08/071200816:33 STAAD.Pro for Windows Release 2002 Print Run 1 of 1S ' Job No Sheet No Rev Part Software licensed to SEAM Engineering Job Title Ref By CatqO8_jUI-08 Chd client File Nickulas,7-8-08.std °aterrin18 08-Jul-2008 16:05 7 8 l Print Time/Date:08107/200616:35 STAAD.Pro for Windows Release 2002 Print Run 1 of 1 Job No Sheet No Rev -32 Software licensed to SEB Engineering Part AB Job Title Ref By DatqO8 JDW$ Chd Client File Nickulas,748-08.std Daterr"18 08-Jul-2008 16:05 Node Uc Force-X Force-Y Force Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip in) (kip-in) (kip-in) 7 3 -0.016 1.784 0.000 0.000 0.000 -13.366 8 3 0.004 1.744 0.000 0.000 0.000 2.845 1 3 0.012 1.681 0.000 0.000 0.000 10.562 7 2 -0.015 1.619 0.000 0.000 0.000 -12.439 8 2 0.004 1.593 0.000 0.000 0.000 2.650 1 2 0.012 1.524 0.000 0.000 0.000 9.826 7 1 -0.001 0.165 0.000 0.000 0.000 -0.927 1 1 0.001 0.157 0.000 0.000 0.000 0.736 8 1 0.000 0.152 0.000 0.000 0.000 0.195 I Print Time/Date:08/07n00816:35 STAAD.Pro for Windows Release 2002 Print Run 1 of 1 C:\Spro2002\STAAD\Examp\Nickulas, 7-8-08.std 07/08/08 16:05:46 STAAb SPACE NICKULAI $TART JOB INFORMATION ENGINEER DATE 08-Jul-08 END JOB INFORMATION ( Z7 I p INPUT WIDTH 79 r UNIT INCHES KIP JOINT COORDINATES 1 0 0 0; 2 0 111.04 0; 3 124 234.56 0; 4 176.96 287.36 0; 5 230 234.56 0; 6 353.92 111.04 0; 7 353.92 0 0; 8 166.4 0 0; 9 166.4 111.04 0; 10 260.16 0 0; 11 260.16 111.04 0; 12 62 172.8 0; 13 291.96 172.8 0; MEMBER INCIDENCES 1 1 2; 3 3 4; 4 4 5; 6 6 7; 8 8 1; 9 2 9; 11 3 5; 12 9 8; 13 3 12; 14 12 2; 15 5 13; 16 13 6; 17 9 11; 18 11 6; 19 8 10; 20 10 7; MEMBER PROPERTY AMERICAN 8 9 17 TO 20 PRIS YD 9.5 ZD 1.5 11 PRIS YD 7.5 ZD 1.5 12 PRIS YD 5.5 ZD 1.5 1 6 PRIS YD 3.5 ZD 1.5 3 4 13 TO 16 PRIS YD 9.5 ZD 1.5 CONSTANTS E 1200 ALL POISSON 0.3 ALL DENSITY 2.3148e-005 ALL ALPHA 6.5e-006 ALL SUPPORTS 1 7 8 FIXED LOAD 1 SELFWEIGHT SELFWEIGHT Y -1 LOAD 2 MEMBER LOAD 3 4 13 TO 16 UNI Y -0.0056044 9 17 18 UNI Y -0.0033325 8 19 20 UNI Y -0.0044433 LOAD COMBINATION 3 1 1.0 2 1.0 PERFORM ANALYSIS FINISH Page: 1 4 .... .:� .....::;.;::>;>:•:�:: i, • ., Yo .d.of rRa toe.e gau,.^flal�td,ons.a:ncd,�tecnadef utiddes B i ll2• ,:.>::•:.:'.:.:'::.... :::>:. -. n Supemsor Lice se , 3 "�ise CS .2265 13429 t> LARRY D NICKU �l�b^ „i�',fd2S`: .-� � : . •. PO BOX 570 . ... WBA - R SABLE,MA 6ti Commissioner I -----.- •... . - ✓fie ell, a�✓ aadac� Boa BiiiWgg:i�eg�Rat,�ns��ad Stand�'�d's • " -- HOME IMP,RQYE1'AA�NT CONTRACTOitj i \fit �.� l`.. --—_Fte�istra ions Rt�Q+ig6 ' mEiiQtra n 8/2008 I. TYpn�ividugt j CARRY NiCKUtR3~ —g :r— l.ariy Nicklil'as F/ 20 CEDAR 9T. y' f W. BARNSTABLE,MA 02668' Deputk;Wmioistrytnr ;; ;:lecense or regista anon vO d.for.indtv�tjul usQ only- bt;fore ttie expiration date:'If fattp retnrn.to: Board 4.13uiiding>FZ gulattons ana Standards : Otte Ashburton-Place Rtn I '•. .... 02I Qi�.:' O.ttt-SigAa�� :" 1 i I ��__._�` __.� � .� I Bk 16528 P983 428850 �-•+� 03-07-2003 a 03 a 35P EXECUTOR'S DEED I , George F. Bennett , Executor under the will of Lillian Sparrow Barrow' (Barnstable County Probate No. 57517) by power conferred by said will, and every other power, for consideration paid of One Hundred Ninety Seven Thousand Dollars ($197, 000 . 00) paid, grant to Larry Nickulas, of P.O. Box 507 , West Barnstable, Massachusetts, 02668, the land in BarnA able, Barnstable County, Massachusetts, being Parcel A and Parcel B on plan entitled "Plan of Land in Barnstable, Massachusetts, being part of woodlot #26 in the Town of Barnstable, the lower or first tier of woodlots, for the estate of Lillian Barrow, dated July 24 , 2002" . Said plan is recorded with Barnstable County Registry of Deeds at Plan Book 576, Page 57 . Together with the fee abutting said Parcel A and B in Plains Road. For title, refer to said estate and Deed at Book 16, Page 277 A►.rD I�Ida;Q-pEb kEQEu1 7b4-. Address of premises : Parcel A and B, Plains Road, West Barnstable, MA Witness my hand and seal this , ..)) ,'-'day of February, 2003 . Gegige F. Bennett, Executor under the will of Lillian Sparrow Barrow M 4.44 4,'* 4P* <:� �� W J o 0ri ' z rQ<R/�,> C= w I O Y N V r V 0 U Q � ICr � L7air 1 ¢ w G I W }— ;CD U L � W i� m S W o �. U '28850 Bk 16528 P984 COMMONWEALTH OF MASSACHUSETTS 88 February,>P/', 2003 Then personally appeared the above-named George F. Bennett, Executor as aforesaid, and acknowledged the foregoing to be his free act and deed, before me, 1 Notary ub is My commission expires : L A Tnue Copy Attest MARJORIE A.YOUNG NOTARY PUBLIC �t WnTbmm Wphs May t3 20M •r ► -2- BARNSTABLE REGISTRY OF DEEDS i i 36�• i%,Lissachusett� De')a-tment of Public Safety Board of Buildin!- Regulations and Standards Construction Supervisor License License: CS 2265 Restricted_to 00 ) 00 LARRY D ,:NICKULAS PO BOX 507 i W BARNSTABLENA 02668 Expiration: 1/18/2012 Commissioner missioner Tr#: 14331 ammzonur � s ConsumerOffice of Affairs �Bbsine�ss•Regulation License or registration valid for individul use only — HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Re istration: q Office of Consumer Affairs and Business Regulation 9 ,� 100496 Type: g Expiration: 6%18/2012 Individual 10 Park Plaza-Suite 5170 Boston,MA 02116 LA RY NICKULA�S _ Larry Nickulas � ; 20 CEDAR ST. W. BARNSTABLE,MA;026'68 Undersecretary Not valid without signature -�r� The Commonwealth of Massachusetts Department of-Industrial Accidents Office of Investigations '. 600 Washington Street Boston,MA 02111' wrvw.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information .Please Print Le " I Name (Business/Drganizatiouflndividual): • •Address: � % k C' `• • Ci �—/State/Zip: e S �� G r /I. % Y #: (. �� Are you an employer? Check the appropriate boa: :Type of project(required):, 1.-❑ I am a employer with 4• Khave hired the sub-contractors `-��I am a general coiRtrattor and I 6 Wew construction . employees (full and/or part-time)•*• listed on the'attached sheet 7. ❑Remodeling 2:❑ I am a'sole proprietor or partner- These sub-contractors have ship and have no employees 8. ❑Demolition ernployeey and have workers' vrorldng for me m any capacity. $. 9, ❑Building addition [No workers' comp,insurance comp,insurance, 10. Electricalro airs or additions required.] 5. � We are a corporation and its � p , 3.[] I tim a homeowner doing ell woik . officers have exercised their ME]Plumbing repairs or additions ' myself.[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance.required]t C. 152,'§1(4), and we have no 13,E] Other employees. [No workers' comp.insurance required.] *Any elsplicant that checks box#1 must also Ell out the section below showing their workers'compensation pofioy irrfomration. f T3orneowoera,wbdsubnn t Us affidavit Indicating they are doing all work and Ellen hire autsido•contractors must subnrit anew affidavit indicating such XCont etors that check this box uvst attached in additional sheet showing the name of the pub-contractors and state whether ornot those entities have employees. rf the sub-conbzctmfs have employees,thayrraist providb their workers'comp.polidy number. I ate an employer that is providing workers'cotnpensattvn Insuran'e for my/employees. Below is the policy and job site informationGr % � Insurance Company Name: Policy#or Self-ins.Lic,M Expiration Date: l City/Statemp: .Job Site Address: _ ' Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Fail urre,tn secure coverage a&required under Section 25A of MGL c. 152 can lead to the imposition,of criminal penalties of a fine tip to $1,500.00 and/or one-year imprisonment; as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250,00 a day against thq violator.-Be advised that a copy of this.statement maybe forwarded to the-Office of' investijZations of the biA for insuragqe covers e•vel fication. Ido hereby certify under th pains•a>ldp�caltles of erjuty that the Itiformationprgvlded above Is true nil correct. Si atuie: Data• _ Phone A � Offzcial use only. Do not write in this area, ib he completed by,clay or town officiaC. City or Town: ' Permit/License ff Issuing Authority(Lirele one): .1.Board of Health-2,BuUdingDepartment 3, City/Town Clerk 4.Electfical Inspector 5,Plumbing Inspector 6. Other Phone#: Contkct Person: 1. i� is I. i; i - --------------- .� Ste- __.----- �- --_..-.._- -- - ---�--'.--___- __-_ __.-- --._ -- - lf��_ ...�f✓`.. . y�_�/.. _Z�_—ova. _... �l_C_ ---- -- I I, �i d i i i� 1: _ '1 �i I I - I, I' - Libe The Ohio Casualty Insurance Company MUtll 9450 Seward Road,Fairfield,Ohio 45014 Bond# 5085015 BOND KNOW ALL MEN BY THESE PRESENTS: That we Larry Nickulas dba L.D.Nickulas PO Box 507 West Barnstable MA 02668 Street Address City State ZIP Code (Full Name[top line]and Address[bottom line]of Principal) (hereinafter called the Principal) as Principal, and , The Ohio Casualty Insurance Company with principal offices at Hamilton, Ohio(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable Building Inspector 230 Main Street Hyannis MA 02601 Street Address City State ZIP Code (Full Name[top line]and Address{bottom line]of Obligee) (hereinafter called the Obligee),in the penal sum of Six hundred (Dollars)$ 600.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a Permit for General Contracting at Lot 2 240 The PlairisaRoad,West Barnstable,MA 02668 for a term beginning on August 25,2010 and ending on* August 25,2011 (*strike out if license or permit is for an indefinite term) NOW;THEREFORE,if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted, or any lawful rules or regulations pertaining thereto, then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below; but if said license or permit was issued for a specific term, and is renewed for one or more specific terms, this bond will be extended to cover such additional term(s) upon the execution by the Surety of a Continuation Certificate, provided such certificate is acceptable to the Obligee. In no event , however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten(10)days in advance of its intention to do so. SIGNED,SEALED AND DATED Larry Nickulas dba L.D.Nickulas , . By: Principal The Ohio Casualty Insurance Company a :-_a By: Attorney-in-Fact S-3853 License or Permit Bond (Unnumbered) Z' Principal: Larry Nickulas dba L.D.Nickulas POWER OF ATTORNEY POA Number: 40-463 THE OHIO CASUALTY INSURANCE COMPANY Obligee: Town of Bamstable Building Inspector WEST AMERICAN INSURANCE COMPANY Bond Number: 5085015 Know All Men by These Presents:THE OHIO CASUALTY INSURANCE COMPANY,an Ohio Corporation,and WEST AMERICAN INSURANCE COMPANY,an Indiana Corporation pursuant to the authority granted by Article III,Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company do hereby nominate,constitute and appoint: Mark McCartin,Robert W.Miller,Kelly C.Bolton or Martha A.Kenney of Hyannis,Massachusetts its true and lawful agent (s) and attorney (s)-in-fact, to make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all BONDS, UNDERTAKINGS, and RECOGNIZANCES, not exceeding in any single instance ONE MILLION ($1,000,000.00) DOLLARS, excluding, however, any bond(s) or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the Companies at their administrative offices in Fairfield,Ohio,in their own proper persons. The authority granted hereunder supersedes any previous authority heretofore granted the above named attomey(s)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company and West American Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of each Company this 7th day of January,2008 Y JP`ZV INSUQ c ��GPN INSU�NCF �tM C�:UfJ�L-Q/Yl/C� °' SEAL 3 o: ;a �; SEAL ;a Sam Lawrence Assistant Secretary Y• STATE OF OHIO, COUNTY OF BUTLER On this 7th day of January,2008 before the subscriber,a Notary Public of the State of Ohio,in and for the County of Butler,duly commissioned and qualified,came Sam Lawrence,Assistant Secretary of The Ohio Casualty Insurance Company and West American Insurance Company,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Companies aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and the said Corporate Seals and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Hamilton,State of Ohio,the day and year firrstt,abbo�veJwritten. Notary Public in and for County of Butler,State of Ohio 3 - ; My Commission expires August 5,2012 1 ,Nft .iq cogltt� '1rrutgatttot� This power of attorney is granted under and by authority of Article III,Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company,extracts from which read: Article III,Section 9. Appointment of Aitornas-in-Fact. The Chairman of the Board,the President,any Vice-President,the Secretary or any Assistant Secretary of the corporation shall be and is hereby vested with full power and authority to appoint attomeys-in-fact for the purpose of signing the name of the corporation as surety to,and to execute,attach the seal of the corporation to,acknowledge and deliver any and all bonds,recognizances,stipulations,undertakings or other instruments of suretyship and policies of insurance to be given in favor of any individual,firm,corporation,partnership,limited liability company or other entity,or the official representative thereof,or to any county or state,or any official board or boards of any county or state,or the United States of America or any agency thereof,or to any other political subdivision thereof This instrument is signed and sealed as authorized by the following resolution adopted by the Boards of Directors of the Companies on October 21,2004: RESOLVED,That the signature of any officer of the Company authorized under Article III,Section 9 of its Code of Regulations and By-laws and the Company seal maybe affixed by facsimile to any power of attorney or copy thereof issued on behalf of the Company to make,execute,seal and deliver for and on its behalf as surety any and all bonds, undertakings or other written obligations in the nature thereof,to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment. Such signatures and seal are hereby adopted by the Company as original signatures and seal and shall,with respect to any bond,undertaking or other written obligations in the nature thereof to which it is attached,be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATE I,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,American Fire and Casualty Company and West American Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Companies and the above resolution of their Boards of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seals of the Companies this day of yJP`ZY INSU� �0INSUR4Nc '$ H SEAL o: SEAL ;b Mark E.Schmidt Assistant Secretary 'may yOF'THE Tp Town of Bar'astable Regulatory Services s r ` suMAB& E Thomas F. Geiler,Director A,Eora Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.to wn.b am stab l e.m a xs' Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using.A Builder lr X , as Owner of the subject property hereby authorize G s C X�/ r -1 to act on my behalf, in all matters relative to work authorized bythis building permit application for. (Address of Job) �� •�`— Signa e of er Date Print Name If Property Owner is applying for permit please complete. the Homeowners License Exemption Form on the reverse side. f1•C(1D Ad C-l1 UfAlFDDFDI�i I.CCi(1N I • S Town of Barnstable �0*THE t ti y�P o Regulatory Services t • =ARNsrwsm Thomas F.Geller,Director tktAss. 0.19. �.� Building Division �jFD �a Tom Perry,Building Commissioner 200 Main Street', Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508,-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityltown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEONWER Person(s) who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling, atfached'or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the'building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned "homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Cade states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall ad as supevisor." Many homwwn=who use this exemption are unaware that,they are assuming the responsibilities of a supervisor(see Appendix Q. Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensurc•that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by. several towns. You may care t amend.and adopt such a form/certification for use in your community. i r1•fnrn,c•r.n...�.v�mnr i MPY.10.2008', 8:40PM PTTY JEFF JOHNSON NO,754 P.'1 Ono 8� OF SARNBTASI.E PLA NLNG BOARD FORM 0 RELEASE OF LOTS UNDER COVENANT 0arnep Mejuse0j; date —,he undsralped,bel19 en 404rizad oQent*of the P!annln;Scard Swetabb,A a501108%t Arbbytectmn a that t the fcpowtn tots owned b S !a 1 20�.L.. d recorded In Barnstable D"VctDeeda,Boo page.---r(or �' ��an#dated rEya�red Cn certilceta ctT19e Na.�..�^-• Doa�mant _ _.?�wd sho"an s plat►Wu de ramfded,�&sold neede, «� atsttlet,L.C. _�,are hereby released P4an 9ca�Page for r6pistered In sid Land Roglq4Y !tarn Norte as t%lewd qul!ding aPedtied in�d Covenen�d lots are die ignaw anb laid Plan as �e fo!loWa: �' L AuthorlW Agant,Plan Ding Board of the StlBL'{Y161CN Town of Aamstrsble COMMONWEALTH a"F MA89ACHUSrUTS Betltatablo,Mas>aechLta�,ea an auttterized e9entCf1te prw illy appeared ptannh�Q T 0e7d c?the Tf3�H1!of Ba nalable, usehs find ecicnctivledQed the forepctns fneLvment to be the too act rand deed of saki pltrtning good, N(7TAW PUSUO MY eornm!talon expiraa;. A-ter.reaerd{ng,Tatum to" Tcwn d40amtt;,b!e ftmlq Board 100 Wirt street Kyann!a,'ti'IAtJ�60t A PA - TECHNICAL TOPICS Form No.TT-100C Page 1 of 3 November 2008 A PORTAL FRAME WITH HOLD DOWNS FOR ENGINEERED APPLICATIONS Engineered Design Use While the APA portal-frame design, as shown in Figure 1,was envisioned primarily for use as bracing in conventional light-frame construction, it can also be used in engineered applications. The portal frame is not actually a narrow'shear wall because it transfers shear by means of a semi-rigid, moment-resisting frame. The extended header is integral in the function of the portal frame, thus,the effective frame width is more than just the wall segment, but includes the header length that extends beyond the wall segment. For this shear transfer mechanism, the wall aspect ratio requirements of the code do not technically apply to the wall segment of the APA portal frame. Monotonic and cyclic testing has been conducted on the APA portal-frame design(APA, 2002 and 2003). Recommended design values for engineered use of the portal frames are provided in Table 1. Design values are derived from the cyclic test data using a rational procedure that considers both strength and stiffness. The design value derivation procedure ensures that the code(IBC)drift limit and an adequate safety factor are maintained. For seismic design,APA recommends using the Design Coefficients and Factors for light-frame walls with shear panels—wood structural panels. Since design values are based on testing conducted with the portal frame attached to a rigid test frame using embedded strap-type hold downs,design-values should be limited to portal frames constructed on similar rigid base foundations, such as a concrete foundation, stem wall or slab, and which use a similar embedded strap-type hold down. References APA,2003, Cyclic Evaluation of APA Stu►d-l-Frame®for Engineered Design,APA Report T2002-46,APA—The Engineered Wood Association,Tacoma,WA APA,2003, Cyclic Evaluation of APA Stur'1-I-Frame®with 10-R`Height and Lumber Header,APA Report T2003-11,APA—The Engineered Wood Association, Tacoma, WA APA,2003, Cyclic Evaluation of APA Sturd-l-Frame®as Wall Bracing,APA Report T2002-70,APA—The Engineered Wood Association,Tacoma,WA R3TMV'nNG 7HEENGINEB;E)WOOD INDUSTRY 7011 SoLdh I ft Street•Taoma,Washington 98466.6333•Fhom(253)56"600•Fax:(253)565a265 ®2008 APA—The Engineered Wood Assodeffon ' I { 1`1 Form No.TT-100C Page 2 of 3 November 2008 Table I. Recommended allowable design values for APA portal frame used on a rigid base foundation for wind or seismic loadinge.b c-d ASD Allowable Design Values Minimum Mabmum Ultimate Load per Frame Segment Load Width Height (pounds) Shear Deflection Factor (inches) (feet) (pounds) (inch) 16 8 2,780 1,000 0.32 2.8 10 2,180 600 0.40 3.6 24 8 4,720 .1,700 1 0.32 2.8 10 3,630 11000 0.34 3.6 ign values are based on use of Douglas-fir or southern pine framing. For other species of framing,use the specific gravity adjustment factor=(1-(0.5-SG)],where SG=specific gravity of the actual framing. This adjustment shall not be greater than 1. i°iFor construction as shown in Figure 1. (c)Values are for a single portal frame. For multiple portal frames,allowable design values can be multiplied by number of frames(e.g.,two=2x,three=3x,etc.). (d)Interpolation of design values for heights between 8 and 10 feet is permitted. Technical Services Division Diadalmer The Information contained herein is based on APA—'The Engineered Wood Assoclation's continuing programs of laboratory testing,pmdud research,and comprehensive field experience. Neither APA,nor its members make any warranty,expressed or implied,or assume any legal liability or responsibility for the use,application of,and/or ` refierence to opinions,Endings,conawo»s or recommendations included in this publication. ConsuR your local Jurisdiction or design professional to assure compliance with code,construction,and performance requirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept iesponsibirrty of product performance or designs as actually constructed. ©2008 APA—The Engineered Wood Association l Form No.Tr-100C Page 3 of 3 November 2008 Figure 1. Construction details for APA portal-frame design with hold downs • i EXTENT OF HEADER �1 SHEATHING FILLER SINGLE PORTAL FRAME(ONE BRACED WALL PANEL)— , / A IF NEEDED MIN.3"X 11.26' NET HEADER i I ;. . f: . . ...... ........ . •• 1. FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTAL ' '�- I !'! 16D 1000 LB i•., 1000LB I FRAME !•i SINKERS 1 HEADER .• , ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. STRAP REF. fr,a i 1 !� ( i! CONSTRUCTION •. I 2 ROWS® 1 STRAP • 1000 LB STRAP OPPOSITE SHEATHING N0.LSTA24} 1 �... 3"O.C. ! (REF.NO. ! 'I i LSTA24) FASTEN SHEATHING TO HEADER WITH 8D COMMON OR FOR A PANEL j• "•'! GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND ' ! SPLICE(IF I i ' .! ! • ! ! ( MIN.2X4 MAX, 3"O.C.IN ALL FRAMING(STUDS:BLOCKING.AND SILLS)TYP. I NEEDED),PANEL ,'j HEIGHT I ! ! EDGES SHALL €'', :'� FRAMING 10 ,j:� FOR BRACING:MIN.WIDTH=16"FOR ONE STORY ;j OCCUR OVER AND i"', TYP: MIN.WIDTH 24"FOR USE IN THE FIRST OF TWO ! BE NAILED TO ! COMMON BLOCK. 1 "r STORIES.FOR ENGINEERED USE SEE TABLE 1. r; LNG AND OCCUR i ! ; i WITHIN MIDDLE 24' ! • I 4200 LB ;... d•i MIN,(2)2X4 ! OF WALL HEIGHT. 1,, TIE ! j, •,f MIN.(2)2X4' ! ONE ROW OF 3" f;, ;,i DOWN `. j STRUCTURAL PANEL SHEATHING 318"MIN.THICKNESS WOOD O.C.NAILING IS DEVICE REQUIRED IN EACH I (REF.NO. 1 MIN.4200 LB STRAP TYPE TIE-DOWN DEVICE(EMBEDDED PANEL EDGE. STHD14) I INTO CONCRETE AND NAILED INTO FRAMING).INSTALLED I PER MANUFACTURER.(REF-NO.STHD14.) j„. MIN.1000 LB I TIE DOWN MIN.2"X2"X3116"PLATE WASHER E DEVICE(REF. I�: ONE 5/8 DIA ANCHOR BOLT WITH T'MIN.EMBEDMENT _... .... _....._..- ..-_....- -- ._..._._..� I. .. ;�FOUNDATION NO.STHD8) ! i PER CODE u — A FRONT ELEVATION SECTION A•A SIDE ELEVATION ©2008 APA—The Engineered Wood Association I�r ' i Generated by REScheck-Web Software Compliance Certificate Energy Code: 20 99 IECC Location: Bamstable County;Massachusetts Construction Typ Single Family" Glazing Area Percentage: 5°/u Heating Degree Days: 5999 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Compliance:Passes using ILIA trade-off Compliance: Maximum UA:168 Your UA:101 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling:Cathedral 416 38.0 38.0 5 Ceiling:Flat or Scissor Truss 460 38.0 38.0 6 Wall:Wood Frame,16in.o.c. 1536 19.0 19.0 48 Window:Vinyl Frame,2 Pane w/Low-E 81 0.330 27 Door:Solid 42 0.150 6 Floor:All-Wood JoistlTruss Over Uncond.Space 560 30.0 30.0 9 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 2009 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the R Scheck I9spection/E9ecklist. Name d�� P �- Signature Date/ Project Notes: 240 The Plains Road West Barnstable Ma Project Title: Report date: 09/01/10 Data filename: Page 1 of 4 f CGenerated by REScheck-Web Software NJ( Inspection Checklist Ceilings: ❑ Ceiling:Cathedral,R-38.0 cavity+R-38.0 continuous insulation Comments: ❑ Ceiling:Flat or Scissor Truss,R-38.0 cavity+R-38.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame,161n.o.c.,RA9.0 cavity+R-19.0 oontinuous insulation Comments: Windows: ❑ Window:Vinyl Frame,2 Pane w/Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:Solid,U-factor:0.150 Comments: Floors: i ❑ Floor.All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity+R-30.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. (j Wood=buming fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. I (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. Project Title: Report date:09/01/10 Data filename: Page 2 of 4 ' Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per waft for lamp wattage—15 (d)50 lumens per waft for lamp wattage>15 and—40 (e)60 lumens per waft for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 09/01/10 Data filename: Page 4 of 4 (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.Al other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: O Building framing cavities are not used as supply ducts. Al joints and.seams of air.ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. 0 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F.or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Project Title: Report date:09/01/10 Data filename: Page 3 of 4 2009 IECC Energy Efficiency Certificate Insulation . Ceiling I Roof 76.00 Wall 38.00 Floor I Foundation 60.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Pactor SHGC Window 0.33 0.32 Door 0.15 NA Heating&Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: Affidavit of Substantial Financial Interest on oath 1 depose and state as follows: 1. 1 am an applicant for a building permit for the property loc ted at Map/,f-7_,, Parcel .� The address of the property is 2 &Vc) c�►1,-Z✓ 2. 1 have ICJ % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is S I r ��, the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address rL 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater'legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6. Within the-last ten days, I have submi � building permit applications for property in which I have a 1% or greater legal or equitable interest: 7. Within this month, I have submitt building permit applications for property in which I have a 11/6 legal or equitable interest. B. Within.this month, I have re.ceivtd building permits for property in which I have a. 1% legal or equitable interest. Signed under the pains and penalties of perjury, this flay of "�-, 200 /Cd 9 _ 2001-0050/affin 1 * f i 1 al 1.mil. ,. .31 WN AIM O-e IL AN It 65 Is , S/\� � 1 �--��_r a i'-•E .i��'�r0�'A 4' �� ` SL ZFq � 3 Y• 1 Cy at .� Id WUi 5;:T T U3@Z 21 -add RLTLSZ%'80S "ON ?roJ WC) LON,, I tz" N VIT--Z-40 1-�tE ?L�rcps Wt3 i F*hYZAJ 5'1"Y+;Y4e AWC iGrude to Wood Construction in High Wind Areas:Il0 mph Wind Zone Massachusetts Checklist for Compliance(78o CMR 5301Z.1.1)1 Q.Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. ................................................ 110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a.roof which exceeds 8 in 12 slope shall be considered a story) Z stories 5 2 stories RoofPitch...........................................................................(Fig 2) ........................................... C� 12:12 MeanRoof Height ..............................................................(Fig 2).............................................it 5 33' Building Width,W...............................................................(Fig 3)................................................ ft 5 80' BuildingLength, L...............................................................(Fig 3)................................................. 5 MY Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................. 1. 5 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ h-<6'8- 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete....................................:......................................................................................... ConcreteMasonry................................................................................................................................... 1C 2.2 ANCHORAGE TO FOUNDAMON'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only_ Bolt Spacing-general..........................................(Table 4)............................................... 9 in. Bolt Spacing from endfjoint of plate.............................(Fig 5).................................... 9_in.5 6" a 12 _Bolt Embedment-concrete.........................................(Fig 5).................................................a in z 7" �- Bolt Embedment-masonry.........................................(Fig 5)............................................_Q in.z 15" PlateWasher................................................................(Fig 5)..............................................z 3"x X x Y4' =!� 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).............,..................... Maximum Floor Opening Dimension...................................(Fig 6)...................................................I_L ft s 12' —tl Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... O ft 5 d ✓' Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._oft <_d y' Floor Bracing at Endwalls...:.......:........................................(Fig 9)................................................................... _!1 I Floor Sheathing Type ........................................................(per 780 CHAR Chapter 55)....................... _Y Floor Sheathing Thickness'.................................................(per 780 CM Chapter 55)......................:_�in. Floor Sheathing Fastening......:...........................................(Table 2)..ad nails at Zin edge in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft 5 117 +� Non-Loadbearing walls............................................... (Fig 10 and Table 5).................... ft 5 20' N Wall Stud Spacing .. .......................................................(Fig 10 and Table 5)....................j(Gin.<_24"o.c. WallStory Offsets ........................................................(Figs 7&8)............................................ ft 5 d t/ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................Zx�- ft min. Non-Loadbearing walls................................................(fable 5)..............................2x:- ft ZI in. —Le" Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)................................................................. t✓ WSP Attic Floor Length-,....*...*.......*,,***,.*,*,*,**,,*.*,**.....(Fig l l)...................................**........ O ft>_W/3 � Gypsum Ceiling Length(f WSP not used).:.................(Fig 11)...........................................�>:0.9W ti and 2 x 4 Continuous Lateral Brace @ 6 ft..o.c...(Fig 11)............................................................. ✓' or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays_v Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).................................... 4 ft L.,** Splice Connection(no.of 16d common nails)...........:..(Table 6)............................................... l AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common.nails)................................(Fables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8).......................................................—Z- _lam Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)................................... �ft-in.<ill __IG Sill Plate Spans ........................................................(Table 9).................................. ft-ain.511, Full Height Studs (no.of studs)....................................(Table 9)....................................................... ri Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)...................................aft'O in.s 12' Sill Plate Spans...........................................................(Table 9).................................. V, f145-in.<_12° _1G' Full Height Studs(no.of studs)....................................(Table 9).......................................................1_ c/ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W IF / Nominal Height of Tallest Opening2 .................................. .. t'i' 6'8° ✓ iG::.z................ o SheathingType..............................................(note 4)...................................... . Edge Nail Spacing.........................................(Table 10 or note 4 if less)........ :......... Field Nail Spacing..........................................(Table 10)................................................. L2. in. ✓ Shear Connection(no.of 16d common nails)(Table eI 10).. ............ ....... ..... .. .. .......... Percent Full-Height Sheathing.......................(Table 10).0 ISO . W. .... _9�o 5%Additional Shething for Wall with Opening>6'8°(Design Concepts)............:. v Maximum Building Dimension,L "1 Nominal Height of Tallest Opening2....................................... /......................C U'13'8° Sheathing Type.. ..........................................(note 4).......................................... (; I- p Edge Nail Spacing Q —� g P 9-•••••••••-•••--....•..................•-(Table 11 or note 4 if less).........!� ... . ... 3 in. c/ Feld Naii Spacing..........................................(Table 11)................................................. It in. tr Shear Connection(no.of 16d common nails)(Fable 11).. .......... ........ ..... ... .. ... .... . . Percent Full-Height Sheathing.......................(Fable 11).�. W�o.. ... % Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts).............. .. Ratedfor Wind Speed?.............................................................. ............................................................... �f 5.1 ROOFS Roof framing member spans checked?......................(For Rafters use AWC S an Tool,see BBRS Website) Lam' Roof Overhang ........................... (Figure 19) ............. .�ft s smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)...........................................U=30 3plf Lateral..............................................(Table 12).............................................L= ptf Shear...............................................(Table 12)............................................S= If Ridge Strap Connections,if collar ties not used P 9 P per page 21... (Table 13)...............................T�plf Gable Rake Outlooker..........................................(Figure 20)............. O ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors ��11 Uplift................................................(Fable 14)............................................U=`t1 71b. !� Lateral(no.of 16d common nails)...(Table 14)............................. .........L=—[XIb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 a 59)............ t� Roof Sheathing Thickness........................................... ...................... in. 7/16°VV 1C Roof Sheathing Fastening................................ .(Table 2)..................................................... . �G . Notes: 1. This checklist shall be.met in its en irety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5361.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 6TC-Vd j GOOK, CO7v IT Fi4y, >5(GN, UZ i AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 Civet 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment usaad wins A�6bc ' 11 tI 1/ n or M 11 11 t1 11 11 11 to lJ 11 Il m 11 ^Q 1 Q /1 It a Ed 1 tov Yl x c� 11 it xd /1N ti Q of " 11 zz it ti 4 1 2 tt ti Q It tI • _ ' 1 � it tt 3 1 • H 11 r1 rl NAR SPACM • PANG• — :'� • See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in Righ Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNm 5301.2.1.1)'. ■ S i €v :r ; 7HWLPAT16iN PA1� PA}�EMW DOURE WW&EME BYO DUAL Detail Vertical and Horizontal Nailing for Panel Attachment 4 4 L /6� � � 1 �/ _ �� � 1 _ _ _ _ - _ �._ _ ___._�� f I r L.D.NICKULAS CO. P.O.BOX 507•WEST BARNSTABLE,MA 02668 OFFICE:508-362-6295 1 FAX:508-362-5578 0 8: S0 Town of Barnstable Building Inspector 8/8/08'V� '/��y Regarding: 240 The .Plains. Road West Barnstable. Dear Sir, As of this date I am withdrawing the Building Application for 240 The Plains Road West Barnstable, Ma. If you have any questions please feel free to give me a call . Sincerely - ci Larry Nickulas T Town of Barnstable Regulatory Services ` ""M'',, . Thomas F.Geiler,Director � Building Division rED MK`A Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnst2ble.ma.us 'Office: 508-862-4038 - Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: Project Address ?ao TE��i s �.w8 Builder: N!e-*0 c.H--s The following items were noted on reviewing: 7r_ h1 Pe/Pe_-4 940ss / FQ u iAt Ed 1ti &;1,ud o ws c✓�n �?`� �`p �oare c�i¢rx�s t Reviewed by: 1201 Date: Q:Forms:Plnrvw r k TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel CJ"u Application # Health`Division ® C Date Issued Conservation:Division Application Fee Planning Dept. &Z Permit Fee 'Date Definitive Plan Approved by Planning Board Z P U Historic - OKH /V Preservation /Hyannis QQ Y �1{�� Project Street Address LA) // % /26 1, Village fixes,�,t Az,,as�;6 Owner "- / r Address /�C� /✓dk caci Telephone Q �, 2_ 167 Ct// `r�F' Z�0 6 a Permit Request hT/p 2Z 3Z r3 `"L, Z3 Z Square feet: 1 st floor: existing proposed 2nd floor: existing propoIsuporting Toted new. Zoning District ? Flood Plain -N1v Groundwater Overlay Project Valuation `�,J"0 vcru Construction Type `,-�,, cLot Sizes Grandfathered: ❑Yes ❑ No If yes, atta d'bcueentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes r No On Old King's Highway: ❑Yes Flo Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Basement Finished Area (sq.ft.) /yet/-t 2 Basement Unfinished Area (sq.ft) 2 Z Number of Baths: Full: existing new Half: existing new - Number of Bedrooms: existing-7new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing �riew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Flo If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Q Name v Q- Telephone Number < C��c� 7-bo G %a6 Address � U �, License # Z� Home Improvement Contractor# Worker's Compensation # Yes Sfr Ao4la.r4( r ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �G►/ 7 SIGNATURE DATE l FOR OFFICIAL USE ONLY ' ,y APPLICATION# ` i , D'ATE ISSUED �t MAP/PARCEL NO. ADDRESS VILLAGE '`a OWNER. . ` ^ DATE OF INSPECTION: FOUNDATION II FRAME INSULATION - - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH _ FINAL FINAL BUILDING -! °° / DATE CLOSED OUT ASSOCIATION PLAN NO. r TOWN OF BARNSTABLE Building Department - Foundation Permit Date � i /,OpP��� Z DOS 03 �29 Name IV/ C MO 9,1# S Location AY0 'rote PLAijus A *.b W8 ep sp. of Bldgs. r j o' rtiCHARU For:L.D.Nickulas,P.O.Box 507, West Barnstable,MA 02668 X P. "_; C3 ANo. 197�78 `r AWC Guide to Wood Construction in High Wind Areas:110 mph '� husetts Checklist for Compliance (780 CMR 5301.2.1.1)1 X Check 1.1 SCOPE /i� Compliance WindSpeed(3-sec.gust).................................................................................... .... .................. .......110 mph X WindExposure Category................................................................................................................ ... .........B X Wind Exposure Category...........................Engineering Required for Entire Project.................. ....0 1.2 APPLICABILITY Number of Stories..............................................................(Fig 2)..................................2 stories 5 2 stories X Roof Pitch ..........................................................................(Fig 2) ................... ..12:12 and 8:12...5 12:12 X Mean Roof Height..............................................................(Fig 2)...................................... ..18%.ft<_33' X Building Width,W...............................................................(Fig 3)................................. .......... ...56 ft 5 80, X Building Length, L..............................................................(Fig 3)..................................................74 ft s 80' X Building Aspect Ratio(LNV)..........2...................................(Fig 4)..................................................1.32 5 3:1 X Nominal Height of Tallest Opening ...................................(Fig 4)....................................................6'8"5 6'8".X 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... X 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 ConcreteMasonry ......................................................................................................................................N/A 2.2 ANCHORAGE TO FOUNDATION1,3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4).......................... .......... ......................43.in. X Bolt Spacing from endroint of plate............................(Fig 5)............................. . ........6"—12"in.<_6"—12" X Bolt Embedment—concrete.........................................(Fig 5)........................... ..............................7"in.Z 7" X Bolt Embedment—masonry.........................................(Fig 5).............................................................. z 15" N/A Plate Washer...............................................................(Fig 5)..................................3".x 3"x%".z 3"x 3"x%" X 3.1 FLOORS Floor framing member spans checked...............................(per 780 CMR Chapter 55)....................................X Maximum Floor Opening Dimension...................................(Fig 6).......................................2'.or L/2 or W/2 NIA Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)............................... ........... ................0.0 ft 5 d X Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................... ............ ..........0.0 ft s d X Floor Bracing at Endwalls...................................................(Fig 9)................................................ ...... ......... X Floor Sheathing Type.............................................. .......(per 780 CMR Chapter 55).....3/4 T&G Plywood X Floor Sheathing Thickness............................. .................(per 780 CMR Chapter 55)..........................3/4 in. X Floor Sheathing Fastening........................... ...... ....(Table 2) ..6d deformed,6 in.edge, 12 in. spacing... ....X 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)......... .............................8 ft 5 10' X Non-Loadbearing walls................................................(Fig 10 and Table 5)........... ..........................8 ft 5 20' X Wall Stud Spacing........................................................(Fig 10 and Table 5).......... .. ...........16 in.<_24"o.c. X Wall Story Offsets........................................................(Figs 7&8)............... ........................0.0 ft 5 d X 3 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls........................................................(Table 5)................................................ ........2x4-8 ft X. Non-Loadbearing walls................................................(Table 5)................................................... ....2x4-8 ft X. Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10)............................. ........ ......... ...9'8"<_918" X WSP Attic Floor Length................................................(Fig 11)...................................... ...... ........18 ft aW/3 X Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................. . .......ft 2 0.9W N/A 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).......................................................... ....... ..... .... ...N/A.. or 1x3 ceiling furring strips@ 16 in.spacing min.with 2x4 blocking @ 4 ft.spacing in end joist ortruss bays......................................................................................................... ....... ... ... N/A Double Top Plate splice Length........................................................(Fig 13 and Table 6)....................... . .8' X Splice Connection(no.of 16d common nails,Table 6),56'length use 23,36'lengths,use 14,ea.side. .....X r o� R►CHARO �Gs For L.D.Nickulas(cont.) pspa s AWC Guide to Wood Construction in High Wind Areas:110 mph Wi we a 78 N usetts Checklist for Compliance (780 CMR 5301.2.1.1)1 o $-I : y / Loadbearing Wall Connections �. �/f/Q� Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................................3 X /// Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................ ............ ...2 X Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans........................................................(fable 9).............................. ...6 ft 0 in.5 11' X Sill Plate Spans........................................................(Table 9)......................................................6 ft 0 in.5 11' X Full Height Studs(no.of studs)...................................(Table 9)........................................................................3 X Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).....................................................9 ft 0 in.5 12' X Sill Plate Spans...........................................................(Table 9)...................... ............3 ft 0 in.<_12" X Full Height Studs(no.of studs)....................................(Table 9).............................................................. .......2 X Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W 2 Nominal Height of Tallest Opening ..................................................................................................6"8"5 6'8" X Sheathing Type............................................(note 4)..................... ....7/16 4'x 10'wood structural panels.............X Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................................8d,6"o.c. X Field Nail Spacing..........................................(Table 10).....................................................................8d, 12"o.c. X Shear Connection(no.of 16d common nails)(Table 10).........................................................................3 per ft. X Percent Full-Height Sheathing.......................(Table 10).............................................................. .........40.96% X 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............................................................NIA Maximum Building Dimension,L z Nominal Height of Tallest Opening .........................................................................................6'8"5 6'8" X Sheathing Type...............................(note 4)..........................................7/16 4'x10'wood structural panels.............X Edge Nail Spacing.........................................(Table 11 or note 4 if less)...............................................8d,6"o.c. X Field Nail Spacing..........................................(fable 11)......................................................................8d, 12"o.c. X Shear Connection(no.of 16d common nails)(Table 11)............................................................... ...........3 per ft. X Percent Full-Height Sheathing.......................(Table 11)...........................................................................25.88% X 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).............................................................NIA Wall Cladding Rated for Wind Speed?.................................................. ....................wood shingles 5"exp. Yes .................................................. 5.1 ROOFS Roof framing member spans checked?........Yes..... ..(For Rafters use AWC Span Tool,see BBRS Website) X Roof Overhang ............................................... ....(Figure 19).......0.5 ft<_smaller of 2'or U3 X Truss or Rafter Connections at Load bearing Walls Proprietary Connectors Uplift..........Req'd.370 lbs................................(Table 12).............................. ... ...Actual Cap...U=830 lbs X Lateral.......Req'd.176..1bs.... ...........................(Table 12)........................ ... ... ....Actual Cap....L=300 lbs X Shear........Req'd. 77..Ibs................................(fable 12).............................. ... ..Actual Cap...S=154 lbs X Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)............................................................NIA Gable Rake Out looker........................................(Figure 20)....... .......0.5 ft 5 smaller of 2'or U2 X Truss or Rafter Connections at Non-Load bearing Walls Proprietary Connectors Uplift.........Req'd. 320 lbs. .........................(Table 14)......................................Actual Cap...U=830 lbs. X Lateral ... Req'd. 299 lbs.............................(fable 14) .............................. Actual Cap...L=299 lbs. X Roof Sheathing Type.......(per 780 CMR Chapters 58 and 59)... ...7/16,4'x 8'wood structural panels X Roof Sheathing Thickness..................................................................................................7/16"in.z 7/16"WSP X Roof Sheathing Fastening.......... ...............(Table 2)................. .......8d common,6"edge,6"field X Notes: 1.This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a.Steel Straps per Figure 5 b.20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d.All Straps per Figure 17 e.Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3.The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. I I t AWC Guide to Wood Construction in High Wind Areas: I1O mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -M(M the EDU FOKM oN r CWSdNA1L9 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11t/ C( Il 11 I l 11 11 P f1 rr f Q f1 it JJ p Q Z iD h 1"1 >E Q pp I/ 1r g a Yt �1 u Q 1 11 p / Ir til 1 u W t Z 11 it QQ 11 R� d V v C I/ fl It /1 3 u n n 11 -- If r u 1 U&I LEaME��^•� `__ 1 WW I 1 See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment � I A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(78o CMR 5301.2.1.1)' MOWN- STAGGERED f RAIL 1 I i 1 Y I41N PATTERN PAlV� PANL'EOM M S E NAIL®GE SPACM WTAL Detal I Vertical and Horizontal Nailing for Panel Attachment `V. nl Mgss O� ,<.t;NAROG For:LA Nickolas,P.O.Box 507, West Barnstable,MA 02668 .z P. c ANDERSON No. 19778 AWC Guide to Wood Construction in High Wind Areas:110 mph �o usetts Checklist for Compliance (780 CMR 5301.2.1.1)1 L" X Check 1.1 SCOPE 8 /G� Compliance WindSpeed(3-sec.gust).......................................................................................................... .......110 mph X WindExposure Category................................................................................................................ ............B X Wind Exposure Category...........................Engineering Required for Entire Project.................. ....0 1.2 APPLICABILITY Number of Stories..............................................................(Fig 2)..................................2 stories s 2 stories X Roof Pitch..........................................................................(Fig 2)................... ..12:12 and 8:12...512:12 X Mean Roof Height..............................................................(Fig 2)...................................... .18%.ft 5 33' X BuildingWidth,W...............................................................(Fig 3)................................. .......... ...56 fts 80' X BuildingLength,L..............................................................(Fig 3)..................................................74 ft s 80' X Building Aspect Ratio(L/W)............2...................................(Fig 4)..................................................1.32 s 3:1 X Nominal Height of Tallest Opening ...................................(Fig 4)....................................................6'8"s 6'8'.X 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)............................................................... X 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 ConcreteMasonry .......... .. . . ...............................................................................................................WA 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bogs imbedded or 5/8'Proprietary Mechanical Anchors as an aftemative in concrete only Bolt Spacing—general..........................................(fable 4).................................... ......................43.in. X Bolt Spacing from endfjoint of plate............................(Fig 5)......................................6'—12'in.5 6"—12" X Bolt Embedment—concrete.........................................(Fig 5)........................... ..............................r in.t 7' X BoltEmbedment—masonry.........................................(Fig 5).............................................................. t 15' WA Plate Washer...............................................................(Fig 5)..................................3".x 3"x'/:.z 3'x 3"x'/." X 3.1 FLOORS Floor framing member spans checked...............................(per 780 CMR Chapter 55)....................................X Maximum Floor Opening Dimension...................................(Fig 6).......................................2'.or L2 or W2 WA Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)......................................NIA Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)............................... ...........................0.0 fts d X Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...........................................................0.0 Its d X FloorBracing at Endwalls...................................................(Fig 9)................................................ ...... ......... X Floor Sheathing Type.....................................................(per 780 CMR Chapter 55).....314 T&G Plywood X Floor Sheathing Thickness............................. .................(per 780 CMR Chapter 55)..........................314 in. X Floor Sheathing Fastening.....................................(Table 2)..6d deformed,6 in.edge, 12 in.spacing... ....X 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)......................................8 fts 10' X Non-Loadbearing walls................................................(Fig 10 and Table 5)........... ..........................8 fts 20' X Wall Stud Spacing........................................................(Fig 10 and Table 5).......... .............16 in.s 24"o.c. X Wall Story Offsets........�..............................................(Figs 7&8)............... ........................0.0 fts d X 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls........................................................(Table 5)................................................ ........2x4-8 ft X. Non-Loadbearing walls...............................................(fable 5)................................................... ....2x4-8 ft X. Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10)..................................... ......... ...9'8's 9'8' X WSP Attic Floor Length................................................(Fig 11)...................................... ...... ........18 ft 2W/3 X Gypsum Ceiling Length(if WSP not used)...................(Fig 11).....................................................ft t 0.9W WA 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11).............................................................................NIA. or 1x3 ceiling furring strips@ 16 in,spacing min.with 2x4 blocking @ 4 ft.spacing in end joist ortruss bays......................................................................................................... ...... ... ... WA Double Top Plate splice Length........................................................(Fig 13 and Table 6)....................... ..8' X Splice Connection(no.of 16d common nails,Table 6),56'length use 23,36'lengths,use 14,ea.side. .....X i i i For L.D.Nickulas(conit) � I. � .H 78 AWC Guide to Wood Construction in High Wind Areas:110 mph l FWAN usetts � FG/StEQ` r, Checklist for Compliance (780 CMR 53011.1.1)1 Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................................3 X Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................ ...............2 X Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans........................................................(fable 9).............................. ...6 ft 0 in.511' X Sill Plate Spans........................................................(fable 9)......................................................6 ft 0 in.:5 11' X Full Height Studs(no.of studs)...................................(Table 9)........................................................................3 X Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).....................................................9 ft 0 in.512' X Sill Plate Spans...........................................................(fable 9)...................... ............3 ft 0 in.:5 12' X Full Height Studs(no.of studs)....................................(Table 9).....4....................................................... .......2 X Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W 2 Nominal Height of Tallest Opening .............................................•••••••••••..........................................6'8"s 6'8' X Sheathing Type............................................(note 4)..................... ....7/16 4'x 10'wood structural panels.............X Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................................8d,6"o.c. X Field Nail Spacing..........................................(fable 10).....................................................................8d,12'o.c. X Shear Connection(no.of 16d common nads)(fable 10)........................ ............3 per ft. X ..................................... Percent Full-Height Sheathing.......................(Table 10).......................................................................40.96% X 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............................................................WA Maximum Building Dimension,L 2 Nominal Height of Tallest Opening .........................................................................................6'8"s 6'8" X Sheathing Type...............................(note 4)..........................................7/16 4'xl0'wood structural panels.............X Edge Nail Spacing.........................................(fable 11 or note 4 if less)...............................................8d,6"o.c. X Field Nail Spacing..........................................(Table 11)......................................................................8d, 12'o.c. X Shear Connection(no.of 16d common nails)(Table 11)............................................................... ...........3 per ft. X Percent Full-Height Sheathing.......................(Table 11)...........................................................................25.88% X 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).............................................................NIA Wall Cladding Rated for Wind Speed?.................................................. ....................wood shingles 5"exp. Yes .................................................. 5.1 ROOFS Roof framing member spans checked?........Yes..... ..(For Rafters use AWC Span Tool,see BBRS Website) X Roof Overhang ............................................... ....(Figure 19).......0.5 ft s smaller of 2'or L/3 X Truss or Rafter Connections at Load bearing Walls Proprietary Connectors Uplift..........Req'd.370 Ibs................................(fable 12).............................. ... ...Actual Cap...U=830 lbs X Lateral.......Req'd.176..Ibs...............................(Table 12)........................ ... ... ...Actual Cap....L=300 lbs X Shear........Req'd. 77..Ibs................................(Table 12).............................. ... ..Actual Cap...S=154 Ibs X Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)............................................................WA Gable Rake Out looker........................................(Figure 20)....... .......0.5 ft s smaller of 2'or LQ X Truss or Rafter Connections at Non-Load bearing Walls Proprietary Connectors Uplift.........Req'd. 320 lbs. .........................(fable 14).....................................Actual Cap...U=830lbs. X Lateral... Req'd. 299lbs.............................(Table 14) .............................. Actual Cap...L=299lbs. X Roof Sheathing Type.......(per 780 CMR Chapters 58 and 59)... ...7/16,4'x 8'wood structural panels X Roof Sheathing Thickness..............................•••••••.............................................................7/16"in.a 7/16"WSP X Roof Sheathing Fastening.......... ...............(fable 2)................. .......8d common,6"edge,6'field X Notes: 1.This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checkfist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a.Steel Straps per Figure 5 b.20 Gage Straps per Figure 11 c.Uplift Straps per Figure 14 d.All Straps per Figure 17 e.Comer Stud Hold Downs per Figure 18a 2.Exception:Opening heights of up to 8 ft.shall be permitted when 50/6 is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3.The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness,pressure treated ft2-grade. A WC Guide to Wood Construction in High Wind Areas: I10 mph Rind Zone Massachusetts Checklist for Compliance(780 CM 5301.2.1.1)' a. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Fug--Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story conswdion,panels shall be attached to bottom plates and top member of the double top per• iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment At�rwe WE ad MAU ATabt n u it n 1 n o n • u n w H n I n rl u u u 1, p O it 11 n it v n n I X Y 11 3 Y V u •1 11 JI I1 /1 Y 11 Ir II _ 11 ;11 y "ALSPACM t See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)' r i r i 1 r1 II , sr� r PAW—aM L MUOMM&EDGESPACMDETAL Detall Vertical and Horizontal Nailing for Panel Attachment Generated by REScheck-Web Software Compliance Certificate Project Title: 240 The Plains Road Report Date:07/17/08 Energy Code: 2000 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 240 The Plains Road w.Barnstable,Massachusetts 02668 Permit Date:7/15/08 Compliance: Passes Compliance:25.7%Better Than Code Maximum UA:420 Your UA:312 Gross Assemblyor D•• Perimeter U-Factor Ceiling 1:Flat or Scissor Truss 2232 30.0 30.0 38 Wall 1:Wood Frame,16in.o.c. 2024 13.0 13.0 84 Window 1:Other 96 0.330 32 Door 1:Solid 30 0.150 5 Door 2:Glass 144 0.330 48 Floorl:All-Wood Joist/Truss Over Uncond.Space 2232 19.0 0.0 105 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 2000 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the RES eck Inspe Checkli t. Name-Title Si ature Date i Project Title: 240 The Plains Road Report date:07/17/08 Data filename: Page 1 of 4 i Generated by REScheck-Web Software Inspection Checklist Date:07/17/08 Ceilings: ❑ Ceiling 1:Flat or Scissor Truss,R-30.0 cavity+R-30.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16in.o.c.,R-13.0 cavity+R-13.0 continuous insulation Comments: Windows: ❑ Window 1:Other,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.150 Comments: ❑ Door 2:Glass,U-factor:0.330 Comments: Floors: ❑ Floorl:All-Wood Joist/Truss Over Uncond.Space,R-19.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-6.5. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in.w.g.(500 Pa). Project Title:240 The Plains Road Report date: 07/17/08 Data filename: Page 2 of 4 O The HVAC system provides a means for balancing air and water systems. Temperature Controls: l] Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: ❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: o All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: 240 The Plains Road Report date: 07/17/08 Data filename: Page 3 of 4 i Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5'to 2.0" Over 2" Temperature("F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25'to 2.0" 2.5'to 4" Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: 240 The Plains Road Report date: 07/17/08 Data filename: Page 4 of 4 i 3•d m.r fr.9• fa.1o• " 10-131- - NOTES: 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS A B &DIMENSIONS IN THE FIELD A5 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, ANDERSEN ANOERSEN DETAILS,&FINISHES IN THE FIELD WITH OWNER ANOERSEN TYn.4o-2 TV24412u+° 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE V-11"ABOVE SUBFLOOR ——— 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS ON MASTER STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 BATH 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, CLOS. I OR HORIZONTALLY W/BLOCKING AT EDGES..3"EDGE/12"FIELD NAILING q BEDROOM#2 BEDROOM#3 j\ jk. 7•) ALL LVL LUMBER/BEAMS TO BE 1.90 U360 LOAD 8) PSEE ROPOSED CERTIFIED EXPLOT ISTING AN DEVSELOPED BY SURVEYOR FOR ALL m 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL © Q SIMPSON COMPONENTS 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS m TAY EMWN TO BE 3000 PSI AT 28 DAYS q MA EN I I CLOS_ ~ CLOS. E MAST R 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION R ® L J R BEDR OM Ira 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE,900 PSI MIN. CLOS. C S. 13. PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE GARAGE 4 0• z',- 1•-9 n1v IT.W S 4- VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES sln n BATH © - 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY © O— EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION HALL 1 O D H INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE ® re-A ero- 15•)ALL WINDOW AND DOOR HEADERS 4'0"OR LESS TO BE 3-2 x 8 W/2K,2J 4 1 �Foto q FFRENC 16.)THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCTION CLOS. DOOR § MANUAL FOR 110 MPH EXPOSURE"B"LOCATION PER SECTION R301.2.1.1 &PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE FROM ® M RSEN oERSEN r&-.B ti THE 20151RC CODE. q .© FRENCH OVEREDq DOOR ORCH +3•g ©' 4•-+• ea DECK 9•P.MO.H.DOOR re-.ere- IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS AZEK DECWNG .� q � CLIMATE ZONES(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION CONCRETE APRON REF 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) REF ANDERSEN 9 .. B ITW2418 u++t1¢rtl� K1'¢N wv� aw R rt.vBVUFw R=¢ I ¢10 AuLtl Ob � NnU•e CKI.! IY.W KJry A m r--- NOTES: A5 PO' Yb- 4'J' SS X-T 1OW I 1.R-VALES ARE MINIMUMS&U-FACTORS ARE MAXIMUM.I I LIVING 2.15/19 MEANS R.15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR MDERSEN --- I q 17 GAS OF THE HOME OR R-19 INSULATIONCAVITY AT THE INTERI°ROF THE BASEMENI WALL CW 135 I b F.P• &REFER TO IECC 2015 CHAPTER 4 rOR ML INSULATION&ENERGY REQUIREMENTS SINK T8 q 4 13.5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR I b &R13 CAVITY INSULATION I OO q RANGE. a Oo KITCHENANDERSEN b (VERIFY K=KEN Q LAYOUTWIOWNER) C b b A5 11 NAILING SCHEDULE ANOERSEN Twe448 TAN0Wz4Ea&aN DINING JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING D D 4 ROOF FRAMING: A5 q 5 re BLOCKING TO RAFTER(TOE NAILED) 2-SEE 2-10d EACH END m RIM BOARD TO RAFTER(END NAILED) 2-16 If 3.16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-166 AT JOINTS t�Y52DE4 2 STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24'o.c HEADER TO HEADER(FACE NAILED) 16d ISO 18'o c.ALONG EDGES ro ra To. - T•a FLOOR FRAMING: iB'8 13•-0' 'X-w 14•-0- 1X.m JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-Sd 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4.166 EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3.16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST s,. Dept. BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST FIRST FLOOR P LA Ramstable B id � BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2.18 d 3•16d PER FOOT ROOF SHEATHING: Q SMOKE DETECTOR /�^ WOOD STRUCTURAL PANELS(PLYWOOD) SMOKE DETECTORS REVIEWED ©CARBON MONOXIDE DETECTOR RAFTERS by: RAFTERS OR TRUSSES SPACED UP R 6'' 8d 10d 8'EDGE/6'FIELD RAFTER6 OR TRUSSES SPACED OVER 16'D.C..c. 8tl tOd 4'EDGE/4"FIELD ®HEAT DETECTOR GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Bd 10 6"EDGE/6"FIELD Permit GABLE END WALL RAKE OR RAKE TRUSS ad 10 6 6"EDGE 8'FIELD � r � W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD tjTA UI ING•DEPT. DATE CEILING SHEATHING: BUILDINGDEPT. GYPSUM WALLBOARD 5d COOLERS -- 7"EDGE/10'FIELD 7—ZZ / WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) QSTUDS SPACED UP TO 24o.T:. Sd 10d 6 EOGFJ121 FIELD DATE 'JUL. O 2019 - 12'825/32"FIBERBOARD PANELS Bd — 3'EDGE/6"FIELD 1 12"GYPSUM WALLBOARD 5d COOLERS T EDGE/10"FIELD BOTH SIGNATURES ARE REQUIRED FOR PERMITTING FLOOR SHEATHING: TOWN OF BARNSTABLE WOOD 1' STRUCTURAL PANEL9(PLYWOOD) OR LESS THICKNEHICKNESS 8d tOd 6'EDGE/1 2'FIELD GREATER THAN I'THICKNESS 10d 16d 6"EDGEM'FIELD THE DESIGNER SMALL BE NOTIFIED IF ANY COTUIT BAY DESIGN. LLC THRORSDRDMISSON RTOST ME START ON SCALE : DRAWING NO.: B C NEW RESIDENCE FOR• THESE DMWO GS PRIOR TO START TR CONSTRUCTION,IBLEII p rN CONTRACTOR 43 BREWSTER ROAD YMIL BE RESPONSIBLE FOp ME CONTENT 11_ 1 IN THESE DRAWNGSIFCONSTRUCTION 1/4 11-01 MASHPEE,MA. 02649 COMMENCES LNTHOUT NOTIFYING THE PH'(SOB)274-„66 NICKULAS DESIGNER Oi ANY ERROR50R OMISSIONS THESE OM'MNGS ARE SOLELY FOR TIIE USE A 1 FAX(508)539-9402 OFE E OMCR HOT ESTIEWRIT ZIP DATE : CONSENT OF THE DESIGNER UNDER THE 240 THE PLAINS ROAD WEST BARNSTABLE, MA ARLHITECTURAL COPYRIGHT PROTECTION 7/1/2019 FRAMED CRASS - • W BRICK OR STONE VENEER TYP.ASPHALT ROOF SHINGLES ® 12 - �T TYD.PVc 1 x b RAKE BOARD - + TYP.PVC 1 x B FASCIA.FRIEZE. WI 1 X b DRIP BOMD b SOFFIT BOARDS TOD OF PIATELLLuj TYP.PVC 1 x 1fUM Ue r 6RL ® ®® ®® TVP.PVC 1 x b CORNER BOM08 9 TYP.W.C.SHINGLE sID,NG 9•TO WFArHER FIRST FLOOR 6DBFLOOR VERIFY ALL O.N.DOOR DETAILS "''omm FRONT ELEVATION ® 12 aT TOP DF DIATE i. FIRST FLOOR SUBROOR ® LEFT ELEVATION 7� 1 TOP OF PIATE a FIRST FLOOR SIRWV 1 REAR ELEVATION Ton OF PLATE I ® ® ®® R FLOOR SUBFLOOR— Im f RIGHT ELEVATION • THE DESIGNER SHALL BE NOTIFIED IF ANY ��/j 1HESSEOl ARNOMISSIONS N SPR RTOStA OFND N SCALE : DRAWING NO. B I \ 43 BREWTUIT BAY DESIGN. LLC NEW RESIDENCE FOR• - CONSTRUCTION.THE8UILGINGCONTMCTORMASHPE _ L� 43 BREWSTER ROAD HILL BE RESPONSIBLE FOR THE CONTENT 1/AH 11-OII In THESE DRAWINGS IF CONSTRUCTION Y(508 ,M-1 02649 NICKULAS OCS16NNCES=T"N Noll"INOTHE PH-(508)274-1166 "ESE DRAW NOS AREosd�ElV�RTMEN SE �� FAX(50$)539-9402 OF THEOWHERNOTED.ANYOTHERUSEOF DATE THESE DRAOF WINGS REOURES THE WRITFEN 240 THE PLAINS ROAD WEST BARNSTABLE MA DESIGNER THE 7/1/2019 F MCHRECTHRAL COPYRIGHT PROTECTION 1 4- 1 sBa I a ra I INSTALL FLASHING UNDER KING A t j HOUSEWNARSDECKWG i A5 OROv TOP OF WALL 16'JT A'p DECKING AT ENTRY DOOR I BASEMEN BASEMENT WwWW —__WINDOW --- ROOD JOBT9 r ] WOR BEAM BFAM I P.T2x1DF®10'— 4 1 I UP I 1' INSTALL PEEL.--. RUBBF-RMFMRRANE 1 I 1 q BEI WEEN LEOGER6 1 A I BASEMENT SHEATHING - —_—_—_---.-- iWNDOW P. 1 Da I I r © ,.101EERBOA RDSCRWEDT° G1 Ews r— -1 18nnWIZMAXLU20JOISTS HAGERS NSTALL SIMPSON OTTIZ IENSION TIES JAT OIST LOCATIONS END HOUSE TO DECK 11 © T7 I I I I TYRW CONCRETE FOUNDATION WALLSW WX2PCONCRETE I I I ' I § DECK DETAIL FOOTINGS WT 12)N HORIZONTAL I ORS AGARAGE WAL'LBLOK�Y W� I Lg I I P.T.2 x 10 LEDGER BOARD SCREWED TO 60Up BLKI OCNG WU 12)LEDGERLOK SCREWS I = I IV—WT ZMl1X LU210 JOISTS HANGERS I 1 INSTALL SU""S"N OTT Z TENSION TIES I I GARAGE I A I I AT(x)LOCATIONS FROM HOUSE TO DECK JOIST(I)EACH END E B CONCRETE SLABI'CLEAR IN WE Top I ra SLOPE TOWARDS O.".DOORS 1 I S 10 MIL VAPOR RETARDER I L -J L I 1 /F.Mp5OISTS T U,AM STEEL LOLLY COLUMN I I w I C I CONCRETE FOOTING I S Ir INSTALL SIB-ANCHOR BOLTS AT 24"P c MVI. I 18'a I 1fJ' O 1T8' KS FROM END WI BIMPSON SPs SM-]BF.—PLATES PLACE BOLTS WITHIN 6'"I]-OF EACH P.T.2 V. IB'u.. I r --i I I b OF PUfE CORNER AND TO A S MINIMUM DEPTH I I I REAM s I o I I Q DROP TOP OF WALL I r — — — —— AT O.N.DOOR BASEMENT sw 1 I I Y CONCRETE^ N W m O4 I o ' I L — -----------� I b 10 MIL PaYUNOER I 1 ® �IO`� I n � e q --- ---------- ——— i., .T.2 x8 APRON s A SONOTUBES TO A•C BELOW GRADE. I TS T.W ? U�TNPSEONABSESNPUSSI I- I P.T.2 vB SILL WI SEALER ! I I q I UNDER ISLAND i GARAGE ANCHOR BOLT DETAIL c 1 I I e SCALE:1n^=r-o^ A5 1 =- ------------ I. Ep I F IVM.CONCRETE SONOTUBE ON 2C DIA BUGFOOT FOOTING TO 4T TYP.IV—CONCRETE FOUNDATION BELOW GRADE USE SIMPSON p I I I I D 4 WALLSWIVX2F'CONCRETE ZMAK ASUSS POSr BASEYI15IB-DA. FOOTINGS M 47 RELOW GRADE JBTYLE BOLT AS § WI(2)p NORIZONTAL BARS AT TOP S BOTTOM OF WALL S-1rrE WSSIMVSO BPS 5 R W wG v 6"A' I ES FROMEEND PI ACE BOLTS WITHIN Sr.1S•OF EACH Id/ OF CORNER AND TO A B'MINIMUM DEPI FOUNDATION/FRAMING PLAN P.7.2KSSILLWI SEALER ti HOUSE ANCHOR BOLT DETAIL SCALE:1/2"=PA" SHALL BE BQ� COTUIT BAY DESIGN. LLC NEW RESIDENCE FOR: WE DESIGNER DRAWINGS OF SCALE : DRAWING NO.: ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CONSTRRE ON.THEBrORW CAMTRACTOR — 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION`CONTENT 'L/4" MASHPEE,MA. 02649 CONINE CES ANYERROA9'O�'RO 98E 1 A FAX(5 6d`)1 274�- 166 940 N I C K U LAS DESOF WE RA ER NOTED ANY OTHER USE OF �— FAX(508)S39 94OZ THESE RAYANGOTEDANYOTHERUSEOF DATE : J` 240 THE PLAINS ROAD WEST BARNSTABLE, MA. THESE RATVRAL REOURiHT WE WRITTEN CONSENT OF THE DESIGNER UNDERTHE 7/1/YTO.I(T ARCHITECTURAL COPYRIGHT PROTECTION 11 LL II x7 • " TYrNCAL ASPNALT gOpF SMINGES S,B'PLYVY000SHFATWNG , ' • 2.IO RAFTERS ISo FELT PAPER SIMPSON M 25 HURRICANE CLIPS URT OVER ROOF WIND WASH A t2lLIJ 2 x B RAFTERS®1B'0.4 BARRIER J7 vAOE ICEAVATEq SMIElO MEAD OFF T%D RAFTERS ALUMINUM DRIP EDGE. AS FOR ATTICACCESSFROMPULL OONM STAIR IN GARAGE t.B FASCIA BOAR]-1xHMDR. ZK1J 2K1J Y2xSHM. 2K11 STRAPPING WI 1�CONT.~LSOA SOFFIT OFFRVENI _ 1?GYPSUM BOAR Id]SOFFITBOARD TYP.2.B WALL9 1 J/4'CROVM ——- .B FRIEZE BOARD IN A DETAIL AT WALL Li 11 O I SCALE:1/2"=V-0" 4 2Ku I I 1, 2.12 RIDGE BOARD J Ir-o- 2Ku 5 ml 2K1J dl a A a 2KIJ 4 3.2 x 12 CONT.HEADER — _REAM — IF I I A B r--- AS AS I I • I ; I I q II b I ELEVATION VIEW SIDE ELEVATION FROM RIOR. II —__ E•abtliwolNryoeiaom"a gmbl-- --.—..—..—..----1' C I D $ D 4 I {:�F __—. r -1F7'tTi I b:.,amml...n•.,.I,: T AS — TWO RAFTER H CEILING JOIST BAYS �? I raenvwueenwu OW w.ALLOWSPACEFOAIR FLOWMTHE UNDERSIDE O ROOF I _�`• - ---li_—_ L':.—. —.I�..—..—.. II 1_•.J Hphg oF• I fMrErtOe/ I SHEATHING I �!\ �__:.�—.:�:Nb Y• ,f,.li..n.� 'ld �I j�] ' ` i I. I S.m.'DM.d...u. I I tea Iss I4•Jr I4•Jr Iro � I i'W ! me`.enam'.�0w.°V�° �.m�°"'OAm2.]il l II I II•j. I �b..Lo...b:,r I I I � xc rx. I I 11 i 4L! Yu. 3:n Pb ep:.mmus,aN h I10°' I FN I. "r'n ra...ol®ma.binP 1 11 ( tG��,l.. l�j II '�,J, ll: ill II i :4 IL �.„„„�m•r, ROOF FRAMING PLAN ' o o.`.v"mo.ti,mswism�,w...m m.tl I I' I I r°�.oMM"".-�m:...•.. 1 I i _ ill iI it Fe.om bmmemm PNnmel.Fr^N Wlewmxar.•o> i Mtl.,..� i NOTES: I I �°° � ma..I>m A.tlew:rc.w�.m,em n..m,.ama. i:: � F.I I 1.)ALL ROOF RAFTERS TO BE 2 x 10's w.md..m:,.�.vean.o.. bo,n.A..m I' �•. UNLESS OTHERWISE NOTED 1 I � .ba•em.ama,tie.m:AP.a jl/l! II C:1 2.)USE SIMPSON H2.5A HURRICANE CLIPS j am. b•�"e'j(! it ,�J,�, �_� '.•..�orlro•... AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPEMYOUT W1 OWNERS I I M —ru..rc.•b„n,a m�w.st.2l/jl l I I I ,'l },n tl.,•��xv..w • .'},'` ''•�,,'}FFjj�� Ii :s� J>.=p•�r f'f.Ty'2!::a:�`ii•::d;�;o-�.s L _ 1 tL�c:' 'S?..s3:'.a le .�.•nwcNmwa:Mr Aca,e �m..e i AP APA NARROW WALL BRACING METHOD _ NOT TO SCALE— OVER CONCRETE OR MASONRY BLOCK FOUNDATIONTHE BC8 NEW RESIDENCE FOR: COTUIT BAY DESIGN. 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O • fl NAILING SCHEDULE 12 110 MPH EXPOSURE B WIND ZONE 12 JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS' NAIL SPACING u ROOF FRAMING: 1� BLOCKING TO RAFTER(TOE NAILED) 2-80 2•tOtl EACH END RIM BOARD TO RAFTER(END NAILED) 2-16d 3.16d EACH END WALL FRAMING: TOP PLATES AT.INTERSECTIONS(FACE NAILED) 4.16d 5.18tl ATJOINTS STUD TO STUD(FACE NAILED)' 2.16 d 2.16d 24'o.c. 12 . HEADER TO HEADER(FACE NAILED) 16d 16d 16•o.c.ALONG EDGES � FLOOR FRAMING: 6 JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-16tl PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2.8d 2•10d EACH END TOP OF PLATE BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3.15d 4.16d EACH BLOCK —- LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3.8tl 3.1 PER JOIST BAND JOIST TO JOIST(END NAILED) 3•16d 4-t6d fitl PER JOIST , BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16'D.C. Stl 10d 6'-EDGE/6'FIELD °D RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8d 10d 4'EDGE/4'FIELD TOP OF PLATE GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Bd 1GO 6'EDGE16'FIELD AT KNEEWALL GABLE END WALL RAKE OR RAKE TRUSS Sd 1Dd G'EDGE/6'FIELD 'W/STRUCTURAL OUTLOOKERS io GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Bd 10d 4'EDGE/4'FIELD SECOND FLOOR CEILING SHEATHING: ' SUBFLOOR GYPSUM WALLBOARD - 5d COOLERS — T EDGE/10'FIELD WALL SHEATHING: URAL PANELS(PLYWOOD) 7m STUDS SPACED UP TO 24'o.c. Stl 10d 3'EDGE/12'FIELD 10IS 25W FIBERBOARD PANELS Stl — 3'EDGE/6'FIELD 1/Y GYPSUM WALLBOARD 5d COOLERS — T EDGE/10'FIELD ❑ ❑ FLOOR SHEATHING: r WOOD STRUCTURALTHICKNESS (PLYWOOD) ���� 1'OR LESS THICKNESS Btl 10tl 6:EDGE/12'FIELD q GREATER THAN 1'THICKNESS 10d t6d 6'EDGE/6'FIELD 0 000a - TOP OF FOUND. VERIFYO.H.DOOR DETAILS IN THE FIELD W/OWNER TYP.ASPHALT ROOF TYP.PVC 1 x 8 RAKE BOARD SHINGLES Wl1 X 30RIP BOARD FRONT ELEVATION 12 �12 IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS TOP OF PLATE CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) TYP.PVC 1 x 8 FASCIA,FRIEZE FENESTRATION SKYLIGHT CEIG WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL / &SO U SOFFIT BOARDS \ U-FACTOR FAC LIN TOR ,R-VALUE R-VALUE R-VALUE_ R-VALUE R-VALUE R-VALUE \ 0.30 MASS. 0.55 �49 20 or 13+5 30 15/19 10(4 FT.DEEP) 15/19 TYP.AZEK DECKING AMMEND. 8 RAILINGS - - TOP OF PLATE \�\ NOTES: AT KNEEWALL 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.15/19 MEANS R=15 CONTINUOUS'INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR IL SECOND FLOOR" , OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL SUBFLOOR HL TOP OF PLATE 3.REFER TOIECC 2015CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS -- 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR &R13 CAVITY INSULATION P.T.6x 6 POSTS W 2 P.PVC 1x4TRIM 'SILL TYP.PVC 1 x 6 CORNEBOARDS q io TYP.W.C.SHINGLE SIDING 5'TO WEATHER TOP OF FOUND. ` LEFT ELEVATION ( THEDEDRAW SHALLBENOTIFIED6 ANY NEW BUILDING FOR: : SCALE ERRORS OR OMMSKMS ARE FOUND ON DRAWING NO.: 8 F7 0 COTUIT BAY DESIGN,- LLC THESTR CTIONGTTHE PRIDRT°START WILL RESPONSIBLE N SIBLE FOR THE CONTRACTOR 1/4" = 11-OIL 43 BREWSTER ROAD WILL DRAWINGS FOR CONTENT C THESE ORAW WGS IF CONSTRUCTION MASHPEE MA. 02649 OOMMENCES WITHOUT SAFIESNOTIFYING FORTNTHE, NICKULAS RESIDENCE DESIGNER ER NOTED.ERRORS O OTHER OMISSION F DATE �� THESE DRAWMGS ARE SOLELY FOR THE USE PH. (508 274-1166 THESOF E RAW G REQUIRES THEMITTEN 11/2OI2O17 FAX (508) 539-9402 :°„�n�CO�IGMPRo CT� 240 THE PLAINS ROAD WEST BARNSTABLE MA CONSENT OF THE DESIGNER UNDER THE ACT OF 1990. , .� -_ - - �-__ _.._- `�..-.-.��_«.a m.__.-..- ....-._ _ �_._.`..-.- _. .- 4� �. � _. -- --....r. .�_..r � - __^ _..._.-._-�.-•�. � - _.. - ..-.a..-�-... '�•�.,_"ems _.....n.C-'�Y�1.r'�-... .. NOTES: TYP.ASPHALT ROOF SHINGLES 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD ' 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT TYP.PVC 1 x 8 FASCIA,FRIEZE FIRST FLOOR TO BE 6-10"ABOVE SUBFLOOR asoFFrc60ARDs 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS . STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 TOP OF PLATE . 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, TYP.PVC 1 x a TRIM OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING wit sILL 11 7•) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD TYP.PVC 1 x6 8.),SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS !? TOP OF PLATE CORNEBOARDS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF AT KNEEWALL ALL SIMPSON COMPONENTS 10.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY Lo FLooR EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATIONBFLO ooR INSTALLER/CONTRACTOR. r _ TOP OF PLATE 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE ❑ ❑ 13.)ALL HEADERS LESS THAN 4'0"TO BE 3-2 x 6's UNLESS OTHERWISE NOTED c 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR. a a TOP OF FOUND. 12 12 TYP.PVC 1 x 8 RAKE BOARD RIGHT E.L E VAT I O N W/1 X 3 DRIP BOARD - 12 6 Ll It 11 Li TOP OF PLATE TOP OF PLATE AT KNEEWALL W ^' SECOND FLOOR TYP.W.C.SHINGLE SIDING SUBFLOOR 6'TO WEATHER TOP OF PLATE uu I ul 1 TOP OF FOUND. P.T.6 x 6 POSTS d. REAR ELEVATION. ► " THE DESIGNER SHALL BE NOTIFIED IF ANY , SCALE THESE DOROMISSIONS ARE FOUND ON NEW BUILDING- FOR. - 1/4 11_o DRAWING NO. - 8 COTUIT BAY DESIGN, LLC THESE O GSFPoOR START OF H D CONSTRUCTION.THEFORTBUILDING CONTRACTOR NEW BREWSTER ROAD W41ESE DRAWIIGSI F ONSTRU TICINT W THESE ES MT O IF CONSTRUCTION MASHPEE MA. 02649 COMMENCESYRf1ARESOLEYFORTING NICKULAS RESIDENCE DATE : DESIGNER OF ANY ERRORS OR OMISSIONS. PH. (508) 274-1166 THESE ARENOTED. SOLELY FOR THE USE THESE THE OWNER NOTED.ANY OTHER USE N 11/20/2017 FAX(508) 539-9402 CCo �HTD THE WEDT 240 THE PLAINS ROAD WEST BARNSTABLE, MA A3 CONSENT OF THE DESIGNER UNDER THE 00. ACT OF CTU ' 28'-0" 28,_0" 2'_0" 5'-4' 2,-8" 8,_0. 10._01 101-0" 8'-0" 101_0" FASTEN BEAM TO P.T.6 x 6 POSTS W/SIMPSON ACE6 POST CAPS �..—�8"WIDE x 12'DEEP 3-P.T.2 x 10 BEAM CONCRETE PAD N—iz IUNDERSTAIRWAY IILLLI—I—I—iI q LLI - F—I� 10"DIA.CONCRETE SONOTUBES W/ L J TA do I 24'DIA.BIGFOOT FOOTIGNS TO 4'0" P.T.2 x 8's 16"o.C. P.T.2x 10 LEDGER BO D SCREWED TO BELOW GRADE.USE SIMPSON ABU66 W/MID-SP BLOCKING SOLID BLOCKING W/(2)LEDGERLOK SCREWS ILCOIC' I I I POSTBASE 16"o.c.W/ZMAXLU210 OISTS HANGERS ULKHEAD I I I AT(3)L CATIONS FRO HOUSE TO DECK —J L ------------- JOIST(1)EACH END I -- ------ r—————————————————— I 17._3" J I DROP TOP OF WALL i BASEMEN 1' I I I WINDOW AT ENTRY DOOR I I _ BASEMENT I I I I o 4"CONC.SLAB W/ I I Z D O 6MIL POLY UNDER I G GARAGE I I Y I J U O (4-CONC.SLAB I I m o I PITCH 2"TO O.H.DOOR I Z a 5 II d0 WYA I WI 6 x 6 W F EMBEDDED IY A A A I 2-13/4'x7114'LVL I I I I 45 A5 2-1314'x111l4"LVL m 3 A5 4 I I TYP.WCONCRETE I q q ——---I I FOUNDATION WALLS I. I ao N W/8'x 18"CONCRETE FOOTING TO GRADE W/EYO"BELOW I I � I I I I I © I I I I BASEME T I 8"CONCRETE WALLS W/(2)#4 HORIZONTAL WINDOW _ BARS AT TOP&MIDDLE OF WALLS I. I I VERTICAL BARS AT 36"D.C.W/8'x 20" 2.1 314-x 7 14"LVL I CONCRETE FOOTINGS,2 x 4 KEY I 2-1 3/4'x 14 114"LVL I I INSTALL(3)#5 BARS IN FOOTING I i I I I 4 I I I DROP TOP OF WALL AT O.H.DOOR ———J -- ------ I----- ------ ---------- --- 4K2J 3-1 3/4'xll 1/4'LVLHEADER 4K,2J CONC. APRON SOLID BLOCKING IN THE OUTSIDE TWO JOIST BAYS AT 48"-o.c. I 14'-9" 9'-6" 3•-9" I 1 INSTALL FLASHING UNDER 28'-0' +HOUSEWRAP&DECKING 28'-0- OF PLATE FOUNDATION PLAN DECKING SECOND FLOOR FRAMING PLAN. FROM END 1 FLOOR JOISTS I —_____—_[ - P.7.2x8'sQ 16'o.c. I I z w P.T.2 x 6 SILL W/SEALER INSTALL PEEL&STICK w a I 2a'o.c. RUBBER MEMBRANE 2 J I BETWEEN LEDGER& a LL I c Z SHEATHING u. I o g I P.T.2 x 10 LEDGER BOARDSCREWED TO I Ss SOLID WOZMAX LU210)LEDGERLOK JOISTS HANGERS INSTALL SIMPSON DTT1Z TENSION TIES ' I AT(3)LOCATIONS FROM HOUSE TO DECK JOIST(1)EACH END INSTALL 518'ANCHOR BOLTS AT24"D.C.MAX. ANCHOR BOLT DETAIL DECK DETAIL W/SIMPSON BPS 518-3 BEARING PLATES PLL RCE BOSS WITHIN 6%1 tE I5'OF D CH SCALE:-1/2"=1'-0" PV \^�" PTH THE DESIGNER SMALL RNOTIFIED IF qNV N^ A / BUILDING I I I LD I.N�/ FOR. SCALE B�� COTUIT BAY DESIGN, LLC ERRORS CTION. HEBUI OINGCONTR `CV\V/ U THESE DRAWINGS PRIOR TO START OF 1. 0: 43 BREWSTER ROAD CONSTRUCTIONSIBLE FOR THE ONTRACTOR DRAWING NO. WSLES DRAWINGS FORTHECONTENT W THESE DRAW rHOUT CONSTRUCTION 1/4 MASHPEE MA. 02649 DESIGNEROUFNCES MyERRORSORWGTHE N.I.CKULAS RESIDENCE DESIGNER OFANYERRORS OR THESE DATE �� f THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508) 274-1166 TOF HESE RAW GOTED.ANYOTHER THE MITTEN FAX 508 539-9402 ARCHRECTVRLLCOPYRGHTSPROT 240 THE PLAINS ROAD WEST BARNSTABLE, MA 11/13/2017 ( CONSENT OF THE DESIGNER UNDER THE 90. ACT OF TU I TYP. ROOF CONST. 28'-0' -2 x 10 ROOF RAFTERS @ 16'D.C. -5/8'COX PLYWOOD ROOF SHEATHING CONT,RIDGE VENT -ASPHALT ROOF SHINGLES -15LB.FELT PAPER 10'HI-R BATT INSULATION 2 x 6's @ 16'o.c. - @ SLOPED CEILINGS(R=38) -11'BATT INSULATION } 12 @ FLAT CEILINGS(R--49) _ 12 -MULTI LVL RIDGEBEAM -SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS -ICE/WATER SHIELD AT BOTTOM _ 3'0'OF ROOF 4 x 6 POS FROM RIDGEDOWN \ -PROP-A VENT BETWEEN RAFTERS TO 11,3 x 9 1/2'LVL HEADER \ -WIND WASH BARRIERS USE 2K2 CH SIDE •ALUMINUM DRIP EDGE \ \ \ 12 \ \\ �6 ECODE GYP.BD 2 x 12's @ 16'o.c. \ TOP OF PLATE I 32x6 HOR. / / \ \ P.1/2'GYP.BOARD \ \ CONT.SOFFIT ON 1 x 3 STRAPPING \ \ VENTS @,6'°.`. FINISHED STORAGEto `\ �r TYP.WALL CONST. SU FL OR-GLU PLYWOOD IMPSON HSUR OR SUBFIOOR-GLUED&NAILED SECOND FLOOR 1.2 x 6 STUDS @ 16'o.c. SUBFLOOR HANGER 2.1/2'PLYWOOD SHEATHING 2 x 12's @ 16'o.c. TOP OF PLATE 3.6'(R=21)BATT INSULATION 4.i/2"GYPSUM BOARD w 5.W.C.SHINGLE SIDING 9-BATT INSUL.(R30) St85 _ _ A 4 6.TYPAR EXTERIOR VAPOR BARRIER ON•1 xR3 STRAPPING @ 16- FD § a 2 x 12 RIDGE BOARD A5 o.c.IN GARAGE _ w QZz- STORAGE GARAGE � m (4-CONC.SLAB ' S� 2 x 8's @ 16"o.c. PITCH 2'TO O.H.DOOR W/6 x6 WWF EMBEDDED TOP OF FOUND. 4 9 i P.T.2 x 6 SILL W/SEALER q BASEMENT DAMPPROOF WALLS q BELOW GRADE 4'CONC.SLAB W/ 6 MIL POLY UNDER TYP.B'CONCRETE L 8"CONCRETE WALLS W/(2)#4 HORIZONTAL FOUNDATION WALLS BARS AT TOP&MIDDLE OF WALLS W/8'x 18"CONCRETE VERTICAL BARS AT 36'o.c.W/8'x 20' FOOTING TO 4V'BELOW 4 x 6 POST FROM RIDGE DOWN CONCRETE FOOTINGS,2 x 4 KEY GRADE W/KEY TO 3.1 3/4"x 9 1/2"LVL HEADER ___ — -- INSTALL(3)#5 BARS IN FOOTING USE 2K.2.1 EACH SIDE A SECTION @GARAGE ROOF FRAMING PLAN TYPICAL ASPHALT A5 ` ROOF SHINGLES NOTES: 1. ALL ROOF RAFTERS TO BE 2 x 10's ��. 115#5/8"FELT PLYWOOD SHEATHING UNLESS OTHERWISE NOTED 2 x 10 RAFTERS 15#SIMPSOPER � USE SIMPSON HZ.SA HURRICANE CLIPS 2.) USE SIMPSON H2.5A HURRICANE CLIPS WINDWASH AT ALL RAFTERS ENDS AT ALL RAFTERS ENDS BARRIER r 3V"WIDE ICE/WATER SHIELD 3.)VERIFY GUTTER TYPE/LAYOUT C ALUMINUM DRIP EDGE W/OWNERS 1 x 8 FASCIA BOARD 1 x 3 STRAPPING Wl i x 4 SOFFIT BOARD+ 1/2'GYPSUM BOARD 1 x CONT.VINYL SOFFIT VENT 1 x 3 SOFFIT BOARD TYP.2 x 6 WALLS 1 3/4'CROWN 1 x 6 FRIEZE BOARD DETAIL AT WALL SCALE:1/2"=1'-0" • THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE : - ERRORSOROMISSIONSAREFOUNDON V LC DRAWING NO.: �Q� COTUIT BAY DESIGN, LLC THESE DRAWINGCrIOGTHESUITD9rMTOF NEW BUILDING FOR:THES DRAWIN.THEIOR OxiGCONTRACTOR 43 BREWSTER ROAD W4HESEDRAYANG IF 1/4" = 1'-0" IN THESEESPONSIB E CONSTRUCTION • MASHPEE MA. 02649 DESI.ECESW CERUR DTTFYWGTHE NICKULAS RESIDENCE DATE O -- A5 F TIM R OF ANY ERRORS OR OMISSIONS. I THESE DRAWINGS ARE SOLELY FOR THE USE PH. 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MASHPEE NA. I .. . 49 NICKULAS RESIDENCE DATE : I: .. FAX 1: .. I . , es s 1 ti NOTES: TYP.ASPHALT ROOF ' A) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS SHINGLES &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&.EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT I FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR TYP.PVC 1 x 8 FASCIA,FRIEZE&SOFFIT BOARDS 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2069 I ' 5.) 110 MPH EXPOSURE B WIND ZONE TOP OF PLATE— Fi 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, TYP.PVC 1 x4TRIM OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING wV" 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS F CO,PVC 1 xB TOP OF PLATE CORNEBOARDS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF AT KNEEWALL ALL SIMPSON COMPONENTS 10.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY L� SE:1'OND FLOOREFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION FLOOR INSTALLER/CONTRACTOR. _ TOP OF PLATE L LIJI H 1i 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE Hill 111111 DURING FRAMING CONSTRUCTION 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 13.)ALL HEADERS LESS THAN 4'0"TO BE 3-2 x 6's UNLESS OTHERWISE NOTED 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY t a EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION m I NSTALLER/CONTRACTOR. TYa.Pvc 1 x s RAKE BOAR W11 X 3 DRIP,BOARD TOP OF FOUND. t2� � RIGHT ELEVATION I 12 12 e� a 6 TOP OF PLATE 1 m TOP OF PLATE AT KNEEWALL SECOND FLOOR FLOORHNMI TYP.W.C.SHINGLE SIDING i SUB TO WEATHER TOP OF PLATE C m I ! Lu 1 TOP OF FOUND. • 1 I POSTS' ' REAR ELEVATION - TNEDESION OIISEJLS ARE FOUND IF ANY SCALE 7DRAWING NO. BQ� COTUIT BAY DESIGN, LLC ERRORS ORGMISWONSAREFGCONTRA NEW BUILDING FOR: THESE DRAWINGS MOR TO START OF SC = 1': CONSTRUCTION.THE FORWO CONTE t 43 BREWSTER ROAD NTHESEDRAMOO I FONSTRUO— IN TNEEE ORAWINOS IF OOnmN OTON MASHPEE MA. 02649 OONNENROFAN ERFIORTMNOnE NICKULAS RESIDENCE DESIGNER 2ERNr ERRORS ONNFRUSE OF _ I. �� Y TNESEDRAWINGSARESOLELYFORTNEUEE - DATE PH. (508))274-1166 THESE „a'SRE��„�N FAX(508) 539-9402t ,E1 240 THE PLAINS ROAD WEST BARNSTA.BLE, MA 3�8�2°1' i - 28'-(C 28-0" 2'-8' 8'-0' Tl1'-0" -FASTEN BEAM TO P.T.8 x 6 POSTS W/SIMPSON ACES POST CAPS r 1 18"WIOE x 12 DEEP 3.P.T.2 x 10 BEAM ___ `— __ " — Y I—I I I 1 CONCRETE PAD ' /I I I I I I UNDER STAIRWAY I. I I •� I IIIIII � I I � � � I � I I I I � IIIII � I I � � IIIII � I I m LLLI—f_I-1J I � LLI I_IJ 4 10"DIA.CONCRETE SONOTUBES W/ L-J P.T.2x S's A 1S"o.c. P.T.2 x 10 LEDGER BO D SCREWED TO 1O I I I I BELOW GRADE USE S SIMPSON TO 4V 6 W/MJIDSP KIN 1 SOLID BLOCKING ZMAX LU210 LEDGERLOK HANGERSEWS ILCO,CI I I I POST BASE INSTALL SIMPSON DT1 IZ TENSION TIES BULKHEADCATIONS I I I JOIST(11))EACH ENDR HOUSE TO DECK —— ———— ——— ——————— j -- -- r-------=--------- I I I I I I I 1as" 1r-r UROP TOP OF WALL I, I ce O_ BASEMEN�WINDOW .I I I I AT ENTRY DOOR: I - 11-Z 16-10, • I I �BASEMENTS j I � � I a"co14a SLAB w/7 1 I I y iB MIL POLY UNDER A I I oGARAGE dw I I 1 � m< ( YPI CH "T OH.DOOR W/6x6WWFEMBEDDED� - a C.SLAB m' N A5 5: a I I I A5 5 2.1 3/4"x l l 1/4"LVL m N 3 1 2-1314"x7 114"LVL - - 1 TYP.8"CONCRETE FOUNDATION WALLS I H m W/8"x 18"CONCRETE I I. FOOTING TO%W(rBELOW GRADE W I I I I I -S"CONCRETE WALLS W/(2)04 HORIZONTAL BASEME .BARS AT TOP$MIDDLE OF WALLS&06 I I WINDOW ril —CONCRETE VERTICAL BARS AT 36'D.c.W/8'x 20" I 2-13l4"x 71 1/4'LVL2-1 3!4'x 7 /4'LVL FOOTINGS,2 x 9 KEY , _ .I INSTALL(3)05,BARS IN FOOTING .DROP TOP OF WALL AT O.H.DOOR J I — — — -------------- ----.---__— --- - 4K,2J 3•1 314x11 1/4"LVL HEADER 4K.2J CONC: SOLID BLOCKING IN THE OUTSIDE .APRON TWO JOIST BAYS AT 48"'o.G. I I . 94r 3.•g• 1 - 1 - 1 INS TALL FLASHING UNDER HOUSEWRAP&DECKING 2V-WL L - I DECKINGSECOND FLOOR FRAMING PLAN FROM M1 E FOUNDATION PLAN - _ OF PLATE FLOOR JOISTS-------- FIN P.T.2x8'G@lV'o.c. I [� P.T.2 x 6 SILL W/SEALER STALL PEEL 8 STICK i W i RUBBER MEMBRANE 1 w I 24"o.c BETWEEN LEDGER 8 W g I SHEATHING �u.O I H a DSCREWEDTO SOLID BLOCKING Wl()LEDGE OK SCREWS - I 18"o.D.Wl ZMAX LU210 JOISTS HANGERS- _ INSTALL SIMPSON DTTIZTENSION TIES •I AT(3)LOCATIONS FROM HOUSE TO DECK `•` • JOIST(1)EACH END NSTALL Sir ANCHOR BOLTS AT 24"o..MAX. ANCHOR BOLT DETAIL DECK DETAIL PLASimCE oONBPSLTS /8-3BEsoaeAc SCALE:1/2TES "=11-0" - rPT TNE DESIGNER OWSSI NOWIED NEW BUILDING FOR: SCALE : DRAWING NO. 8Q COTUIT BAY DESIGN; LLC ERRORSOTION. IONS ARE FOUND ON THESEDRAWINGS PRIOR-.TO STARTOF 1/4" = 1'-O'1 CONSTRUCTION.THE NU6DIN0 cO NTEM as 43 BREWSTER ROAD WLLLNERESPWIS ffiE FOR1 ECO 1TEMf IN INESE DRAWING UT CONS"RUCTION - MASHPEE MA. 02649 MESENDEGWGEMRNO„FYINGAE NICKULAS RESIDENCE SATE DESIGNER OF ANY ERRORS OR OMISSIONS. j% TNESE DMWTNGS ARE SOLELY FOR THE USE PH. (5O8 2/A-11GG OF THE 0WER NOTED:ANY OTHER ME OF fl ) 4 66 3/8%2018 FAX (508)539-9402 �;Vje'COP°R���p. 240 THE PLAINS ROAD WEST BARN-STABLE, MA CONSENT OF THE DESIGNER UNDER TILE I - ACf OF T9BD. - � •, P� —fix._. ... -.,s-- .-. .- _ __„ -_. a6o TYP. ROOF CONST. • -2 x 10 ROOF RAFTERS @ 18"o.c -SIB'COX PLYWOOD ROOF SHEATHING CONT.RIDGE VENT -ASPHALT ROOF SHINGLES •15LB.FELT PAPER -2x6'e@t8"aa 10'HI-R BATT INSULATION Q SLOPED CEILINGS(R=18) -I V BATT INSULATION 12- @ FLAT CEILINGS(RM9) 12 •MULTI LVL RIDGESEAM -SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS ICE/WATER SHIELD AT BOTTOM YO"OF ROOF 4 x 8 PO FROM RIDGE DOWN / \ -PROP-A VENT BETWEEN RAFTERS 'x 9 1/Y LVL HEADER / -WIND WASH BARRIERS USE 2K, CH SIDE / \\ -ALUMINUM DRIP EDGE AIR • 12 \ 12 . �6 o O \ \ I I i 2 x 1rs(dJ 16 oa TOP OF PLATE 3.2 x6 HDR / TYP.1/2"GYP.BOARD \ \ CONT.SOFFIT ON 1 x 3 STRAPPING \\\ VENTS' ®16"D.D. FINISHED \�\ STORAGE \\\ TYP.WALL CONST: W SUBFL OPLYWOOD I-SIMPSON HSUR OR SUBFLOOR=GLUED&NAILED _ SECOND,FLOOR PnIIIVAI=NTrjrwFnL 2 x 6 STUDS @ 16'o.c, _ SUBFLOOR HANGER 2.,t2'PLYWOOD SHEATHING 2 x trs @ 18'o a TOP OF PLATE 3.6"(R=21)BATT INSULATION WOW 4.11r GYPSUM BOARD A I 5.W.C.SHINGLE SIDING 9"SATT INSUL.(R30)' A 6.TYPAR EXTERIOR VAPOR BARRIER SW FIRECODE GYP.BD. N g 5 AS to ON 4 x 3 STRAPPING @ 1B'a o. IN GARAGE o STORAGE GARAGE m (4'COHC.SLAB i PITCH 2"TO O.H.DOOR W/6 x 6 W WF EMBEDDED TOP OF FOUND. � I I P.7.2x5SILL W/SEALER. I I I I § BASEMENT I - DAMPPROOF WALLS 4"CONC.SLAB W/ BELOW GRADE ;q L 6 MIL POLY UNDER. TYP.8"CONCRETE lip r 8"CONCRETE WALLS Wl(2)04.HORIZONTAL FOUNDATION WALLS BARS AT TOP&MIDDLE OF WALLS&06 W/8")i 18'CONCRETE VERTICAL BARS AT 36'o.e.W/8"x 2(" FOOTING TO 4'O"BELOW 4 x 6 POST FROM RIDGE.HEADER - CONCRETE FOOTINGS,2 x 4 KEY GRADE W/KEY TO 3-1 J x B 1/2"LVL HEADER - USE 2K;2J EACH SIDE INSTALL(31 if5 BARS IN FOOTING 2W-W ROOF FRAMING PLAN. �sECTION @GARAGE TYPICAL ASPHALT A5 JA OOF SHINGLES NOTES: 1.,ALL ROOF RAFTERS TO BE 7 x 90's W COX,PLYWOOD SHEATHING 2 x 10 RAFTERS5C FELT PAPER UNLESS OTHERWISE NOTED 'I-"- USE SIMPSON Hz.SA HURRICANE cups 2.) USE SIMPSON H2.5A HURRICANE CLIPS WIND WASHT ALL RAFTERS ENDS AT ALL RAFTERS ENDS BARRIERO"WIDE ICENVATER SHIELD 3.)VERIFY GUTTER TYPE/LAYOUT LUMINUM DRIP EDGE i W/OWNERS x B FASCIA BOARD 1 x 3 STRAPPING W/ x 4 SOFFIT BOARD lr"GYPSUM BOARDx CONT.VINYL SOFFIT VENT x 3 SOFFIT BOARD TYP.2 x 6 WALLS_ 3/4"CROWN x 6 FRIEZE BOARD. DETAIL AT WALL SCALE: 1/2"=1'-0" THE DESIGNERI-SHAUL BEAREFOUND NOIEO NDODIF Nr SCALE : IDRAWING NO.: BQ� COTUIT BAY DESIGN, LLCERRORSDRDMIssroNSADINGCOODN NEW BUILDING FOR: tI THESE DRAMNOS MIOR TO STARTOF 1/4" CONSTRUCTION.THE BUILDING cC NTENT R 43 BREWS,TER ROAD MU.HE RESPONSIBLE FOR THE CONTENT OJ THESE DWtWIN'S IF CONSTRUCTION t WIMOUT NICKULAS RESIDENCE DATE MASHPEE ,MA. 02649 THESEERDF ANYARROA9GR FOR MEU THESE DRAWIN0.4 ARE SOLELY FOR THE U� � (. PH. (508 274-1166 OF ME OWNER NOTED.ANY OTHERUSEOF THESE DRAWOF THE EIGNER UNDER 3IBI2O18 FAX(508)539=9402 ACRCIS�TOtF1RALCop"'�NTQUIRES�OERTE THE 240 THE PLAINS ROAD WEST BARNSTABLE, MA ACT OF Icm: 3 o _ . 2, L/NOA E. 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