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0214 WIANNO AVENUE
� i�I U ia �n�� �Q U v M � �i 4f \: i ,� 'e ii �' S r� �I r 1 I i� '� II �i d �i ,� I i { i J ,� � i �' o i �_ ; Town of Barnstable Building _ _ _ a n Post This Card So That it is Visible From the Street-_'Approved Plans Must be Retained on Job and this Card Must be Kept 6' Posted Until Final Inspection Has Been Made. r R Permit Ear�x+° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-3516 Applicant Name: BAYSIDE BUILDING INC Approvals Date Issued: 11/07/2018 Current Use: Structure Permit Type: Building-Detached Accessory Structure- Expiration Date: 05/07/2019 Foundation: Residential Map/Lot: 140-146 Zoning District: RC Sheathing: Location: 214 WIANNO AVENUE,OSTERVILLE Contractor Name: BAYSIDE BUILDING INC Framing: 1 = Owner on Record: MCLEAN,ALISON N Contractor License: 113786 2 Address: 10 JOY PLACE Est. Project Cost: $ 175,000.00 i COHASSET, MA 02025 Chimney: Permit Fee: $992.50 d-11 Description: construct a 2 car garage with recreation room above Insulation �A 5 5-1 -19 Fee Paid: $992.50 Project Review Req: GARGAE WITH REACREATION ROOM ABOVE. NO SLEEPING. Date: 11/7/2018 Final: Zy 5 - L/Z7 Plumbing as yyila Rough Plumbing: _ Building Official Final Plumbing: Rough Gas: 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. Final 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 Electrical work until the completion of the same. Service: 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: 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.Priar to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT `"ET° ti Town of Barnstable z R&MSTABLE• : Building Department- 200 Main Street 9�A ,659; a�°0 Hyannis, MA 02601 lED MAC Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-3516 CO Issue Date: 7/24/2019 Parcel ID: 140-146 Zoning Classification: RC Location: 214 WIANNO AVENUE, OSTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: BAYSIDE BUILDING INC Permit Type: Residential - Single Family Type of Construction: Design Occupant Load: 0 Comments: TWO CAR GARAGE WITH RECREATION ROOM ABOVE. NO SLEEPING. Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition y�DF1HE7 Town of Barnstable 86AMST s�.e :: Building Department-200 Main Street j a`00a Hyannis, MA 02601 M Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-3516 CO Issue Date: 6/27/2019 Parcel ID: 140-146 Zoning Classification: RC Location: 214 WIANNO AVENUE, OSTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: BAYSIDE BUILDING INC Permit Type: Residential-Single Family Type of Construction: Design Occupant Load: 0 Comments: THIRTY DAY TEMPORARY CERTIFICATE OF OCCUPANCY FOR TWO CAR GARAGE WITH RECREATION ROOM ABOVE. 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition 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 MASS Posted Until Final Inspection Has Been Made. s6 Permit 3p. �� 3t� Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-3852 Applicant Name: MARCOS DASILVA Approvals Date Issued: 12/12/2018 Current Use: Structure / Permit Type: Building-Pool-Inground Expiration Date: 06/12/2019 Foundation: PbdL_ �` !/ 119 Location: 214 WIANNO AVENUE,OSTERVILLE Map/Lot: 140146 Zoning District: RC Sheathing: Owner on Record: MCLEAN,ALISON N Contractor Name MARCOS DASILVA Framing: 1 Address: 10 JOY PLACE Contractor License: 186520 2 COHASSET, MA 02025 Est. Project Cost: $55,000.00 Chimney: Description: Heated Swimming poo/size 20x40 Automatic Icover-In ground Permit Fee: $ 175.00 Insulation: A Fee Paid:f $ 175.00 Project Review Re c: i / Final: q Date: f 12/12/2018 �d Plumbing/Gas I Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for.public inspection for the entire duration of the work until the completion of the same. I I 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:}' j.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 4�'�tNE �'� �,I 'f ►' t Application Number. .I .. �.�.......................... �T s sARNBPABLE. (/D V1 *h d v, MASS. C�( Permit Fee. .Other Fee. a639• 3 �I3 Total Fee Paid............................................................... ...... TOWN OF BARNSTABUV 21zo Permit Approval by.. .. . ........................on..�.G,$.l �. ..... BUILDING PERAMT �� Wife MV.............. . .. ......................Parcel.......( :J.�..... .................... APPLICATION r�� '���`� '=� Section 1 — Owner's Information and Project Location - Project Address �_I Li prN Pr�i� �f r� Village DST Owners Name ki S o N Mc,6►ai Owners Legal Address i City State Zip Owners Cell# g t • �`� 2,G(O'A E-mail Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure)'' ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar ❑ Renovation Pool ❑ Insulation Other—Specify. Section 4 - Work Description e-PtTE-b C.o vJ'a—y-z— T i Last updated 11/152018 Application Number.................................................... Section 5—Detail Cost of Proposed Construction 55 0 l U Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors a ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: . SO), -ZS .E,cC,0 I am using a crane ❑ Yes ® No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Setbacks Front Yard Required Proposed i Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated. 11/15/2018 Application Number........................................... Section 9= Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature . Date Section 10-Home Improvement Contractor Name d _1 p '\�Or Telephone Number ��_ a�A( " O(v Address 1�-t t lAj Pc�1 b 12.T), City State AAk Zip p a(o o 1 Registration Number Expiration Date 1 ! J I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date < < e)_, — Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date H - A t _ l r Print Name hAPL & -DA,S i t VA Telephone Number 5C% -�21i(, -0(a11-7 E-mail permit to: MAe oS V J kTyy)a� Last updated: 11/152018 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, 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 T Last updated. 11/152018 r Office of of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement<-C_ontractor Registration Type: Individual "Im Registration: 186520 MARCOS DASILVA �rPi .- e= i,•�. Expiration: 11/27/2020 141 WAYLAND RD .:. HYANNIS MA 02601 Update Address and Return Card. SCA 1 !S 20M-05/17 � "ie �avnnnu.��c�fa�l6n�da�i.�n./Gs Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only T•.YPE:Individual before the expiration date. If found return to: Reni4lrkliin_ Expiration Office of Consumer Affairs and Business Regulation rt$fi52..0:= 11/27/2020 1000 Washington Street-Suite 710 MARCOS DASILVA;^-;; Boston,MA 02118 V.: MARCOS DASILVA"-=`-':' \2 CCQ�--- 141 WAYLNNIS,M D 2601 = (� Not valid without signature HYANNIS,MA 02601 Undersecretary 9 . Np `411GU�`o NZA-400 '7 OS.ferILA i i The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations IF 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information 1 Please Print Legibly Name(Business/Organization/Individual): i b ES 1 l V/� Address: 14( City/State/Zip: i MA Phone#: cJ�$ - 02 ( - 0 l-i Are you an employer?theck 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;"1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp•fimnance.t required.], 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions ., 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance requirecl.]t c. 152,§1(4),and we have no employees. [No workers' 13.[1 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors most submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: 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. 1 do hereby cer nder the pains andpenalties of perjury that the information provided above is true and correct Si nature: Date: Phone#: �' — �' - G Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information' and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public.work until acceptable evidence of compliance with the 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 conformation 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. 71 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 Investigatiow 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-IMASSAM Fax#617-727-7749 Revised 4-24-07 www.mass.govfdia • Black NlagnaLatch Series 3 Top Pull Pool Safety Gate Latch-ML3TPKA i Town of Barnstable .e}9:/:f �D MPr Regulatory Services Richard N'.Scali. Director Building Division Paul Roma Building Commissioner 200;Hain Street. NIA 02601 w•w•w.town.barnstable.ma.us Otiicc: 50,x-802403,8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1 „ ram ► ;11VL���� , as Owncr of the subject property sit V4 > hcrclw authorize ����`, '"Qm`r���� 'f tt, act �>n m� hehalf, in all marrers rclative to work authorized bN till.' building permit application for: (Address of Job) signature r Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. (.• •l' i'rs'.tfu'�dlik'•r��ph;:Ia'•I,ni:a':41iim.ifl'1\'nrinta.°,1!�'t'I(.•:ichr'l'tinlcnl.11udituk'+f '•1.'hNl I'•_' f•��'f21'•titi 1?ltt,�.: Ui 25 i 7 14UI(DING DEpT Application N=bcr...le. 3 5 L(0...................... OCT ..................*...... MAEL 41,018F BARNSTABLE PcmftFec---/ W N 0 P hi'ON STA 13 W 1.11 9: 4 4 Total F=Paid.................................................................. PmMit Approval by 0n...V/T TOWN OF BARNSTABLE ............ .................. .011i..................... BUILDING PERMIT Map........JJP.....................Parca.......IY-6........................... APPLICATION Section I — Owner's Information and Project Location Project Address &Q 14 11 V %*Vl) Axe-, illage C Owners Name All 5 84 114 CLL&-b, Owners Legal Address 1,Q :a2iw Plar,0 City State—jen —Zip 6 76 Owners Cell# E-mail -2 J Section 2—Use of Structure Use Group_ ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 —Type of Permit L F1 New Construction n Move/Relocate [:] Accessory Structure . E] Change of use 14,Demo/(entire structure) [I Finish Basement El Family/Amnesty El Fire Alarm Rebuild D Deck Apartment ❑ Sprinkler System FJ Addition ❑ Retaining wall ❑ Soler EIRenovation ❑ Pool ❑ Insulation Other—Specify Section 4 -Work Description Uwe xt- v�7kvl T 5ist wubde&2/9t201 9 Application Number.................. ................................ Section 5—Detail u Cost of Proposed Construction o1 t Square Footage of Project Age of Structure 'Dig Safe Number # Of Bedrooms Existing °Xotal# Of Bedrooms(proposed) f 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage Smoke Detectors (Plumbing [] Gas . ❑ Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply 19 Public ❑ Private Sewage Disposal ❑ Municipal .0 On Site lEstoric District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone i Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage 0 Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required 1n Proposed Side Yard Required—it) Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No j 9 Last=ana n2018 Application Number........................................... Section 9—.Construction Supervisor Name A Telephone Number �M-771.1 et(0 Address 0 is M City State v T,ip License Number ODYW� License Type ESL Expiration Date_ Contractors Email rt*A 0 L44,tote_ 64 Cell# I understand my responsiibiliities under the rules and regulations for License 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.Attach a copy of your license. Signature Date f Section.10 —Home Improvement Contractor Name Telephone Number k Address City State Tip Registration Number' / 7 Expiration Date t{I[q t 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.LC... Signature Date Section 11—Home QwnerLjcense Exemption I Home Owners Name: Telephone Number Cell o ork Number I understand my responsibilities under the rules 'c ns 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. Sim Date PLICANT SIGNATURE Signature Date f Print Name Telephone Number 77y-4(X7-047r i E-mail permit to: V,% 5tde t !Aq - Cwy( F re.F....i—. A.'ImAA70 1 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board Cif required) ❑ i Historic District ❑ Site Plan Review Cif required) ❑ { Fire Department Conservation ' For commercid world please take your plans directly to the fwe department for approval !Z Section 13—Owner's Authorization I, as Owner of the-subject property hereby authorize to act on my behalf y in all matters relative to work authorized ' building permit application for: LAve (Address of job) Si a of `er daze Print ame Last uroaatma:2/9rz018 Bk 20348 Ps318 070848 10-11-2005 a 11 =08a QUITCLAIM DEED I,JOHN A McLEAN,Individually,of 10 Joy Place, Cohassett,Massachusetts 02025 FOR consideration paid in the full amount of ONE DOLLAR ($1.00)paid GRANTS to ALISON N. MCLEAN, Individually, of 10 Joy Place Cohassett, i Massachusetts 02025. WITH QUITCLAIM COVENANTS, a certain parcel of land together with buildings and improvements thereon situated at 214 Wianno Avenue,Barnstable(Village i of Osterville), Barnstable County,Commonwealth of Massachusetts 02655, as further described: BEGINNING at the southwest corner of the premises herein described,at a point on the easterly side of the public way known as Wianno Avenue and at the northwest corner of land owned or occupied by Pendrack; THENCE running northwesterly by said Wianno Avenue, 110 feet to an iron pipe and land of Henry P. Leonard et ux; THENCE running by said Leonard's land 331 feet to a stake and land owned or occupied by Scudder and Taylor; THENCE running southeasterly by said Scudder and Taylor land and land occupied by Mary E. Hawes, 125 feet to said Hawes land; o` J 4k THENCE running southeasterly by said Hawes land and said Pendrack land 0 318.5 feet to the first mentioned bound or place of beginning. ZQ FOR title see deed of Christopher B. Dietz and Maura D. Dietz dated August 16, 2000 recorded with Barnstable Registry of Deeds in Book 13185,Page 181. BUTTERS BRAZILIAN,LLP ONE EXETER PLAZA BOSTON, MASSACHUSETTS 02116 Bk 20348 Pg 319 #70848 r� c�6 WITNESS my hand and seal this Aay of October, 2005. oJohnA. Lean COMMONWEALTH OF MASSACHUSETTS S�6 )k ,ss. 0 0 .7 , , 2005 On this 71M day of D C-W� 2005,before me,the undersigned notary public, personally appeared John A. McLean,proved to me through satisfactory evidence of identification, which was photographic identification with signature issued by a federal or state government agency,—oath or affirmation of a credible witness,- personal knowledge of the undersigned,to be the person whose name is signed on the preceding document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. z�' Notary Public My commission expires: �+sa AIME LYN GOLDBERG NotaL blic _ CommonwealtassachusettsMyCommission No, 2I,2009 ' 7QId Tlr '— UAHN REGISTRY OF DEEDS A TRUE COPY,ATTEST • BARNSTABLE REGISTRY OF DEEDS JOHN F.MEADE,REGISTER I C./�ie tpcarvma7tcuecc��o�C->��ccc�iur�elt• — office of Con's&ner Affairs&•business Regulation. HOME IMPROVEMENT CONTRACTOR 1 :;T YPE.Corporation i fecistrafon Expiration. _;14;3785 07/15%20t9 BAYSIDE BUILDINCrINC BRIAN T.DACEY'. ,•= :' ��., i PO BOX 95/3 BAYISL U (=SQ' I CENTERVILLE,MA 02632 Undersecretary Registration WOW for' Office re ffie expiration date if my use o of l-onsume..Affairs and and return 10 Parr .1 Suife to. Boston,hqq a 5170 Business Regulation .Q2116 valid ' Without signature i~ _ J I Commonwealth of Massachusetts - - I�, =Division of RrofessionakL-icensure - -..- Board of Building Regulations and Standards Const146ti1 ri'Sii: visor � t=CS-005645 =s t�pires: 0�4/19/2020 BAN Y®AGE RI v PO BOX 95 CENTERVILLE Il?A 02632 Commissionery Construction Supervisor Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gov/dpl 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): ) ! ,P7 Ci Address: P O 6&X X3 City/State/Zip: 111 1142, h1A 0 Phone#: S0'6-7 7/-/01/D 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. 5]Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. R 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 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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: Acadta ll/1-s ara 9, a Policy#or Self ins. Lie.#: 00 S 6�� Expiration Date: Job Site Address: l�'�1 ( 0.VN✓l0 ��e City/State/Zip: 6 akyyt Ile m6 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi nder the ' and penalties of perjury that the information provided above is true and correct. Signature: ! Date: /..�L 1 Phone#: 7 ��V Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: GL Policy WC Policy Effective GL Policy Effective WC Policy Sub Contractor Date Expiration Date Expiration All Cape Garage Door 508-398-2757 09/01/18 09/01/19 09/01/18 09/01/19 Baxter Nye Engineering&Surveying 508-771-7622 09/01/18 09/01/19 08/01/18 08/01/19 Campbell,William 508-790-3517 10/01/18 10/01/19 09/01/18 09/01/19 Cape Cod Marble&Granite 508-771-2900 09/01/17 09/01/18 10/01/17 10/01/18 Cape Concrete Forms 508-922-1910 07/01/18 07/01/19 11/01/18 11/01/19 Carpet Barn Inc 508-548-1443 09/01/18 09/01/19 09/01/18 09/01/19 Bayside Electric 508-771-7170 09/01/18 09/01/19 08/01/18 08/01/19 Whiteleys Heating&Plumbing 508-945-1100 10/01/18 10/01/19 09/01/18 09/01/19 Coy's Brook, Inc 508-394-8442 09/01/17 09/01/18 10/01/17 10/01/18 Davids Building&Remodel 508-428-3214 07/01/18 07/01/19 11/01/18 11/01/19 Hill Construction 508-888-8154 09/01/18 09/01/19 09/01/18 09/01/19 Jeffrey Lauder , 508-221-1046 09/01/18 09/01/19 08/01/18 08/01/19 Kitchen Appliance Mart 508-771-2221 10/01/18 10/01/19 09/01/18 09/01/19 MAP Insulation 508-888-3599 09/01/17 09/01/18 10/01/17 10/01/18 Northern Sealcoating 508-398-9474 07/01/18 07/01/19 11/01/18 11/01/19 Pastore Excavation Inc. 10/01/18 10/01/19 09/01/18 09/01/19 Wood Floor Specialists 508-888-3958 07/01/18 07/01/19 10/01/18 10/01/19 3 WC CONTRACTORB, INC. Bayside Electrical Contractors 372 Yarmouth Road Hyannis, MA 02601 October 8th, 2018 The Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 To whom this may concern, I Bob Doherty from Bayside Electrical Contractors, confirm that the electric service for the renovations at 214 Wianno Avenue—Osterville, MA 02655 has been disconnected and made safe. Bobby Doherty /�0it t-,c9 E61Z? cL 10.8.18 Signature Date W. VERNON � ryo 1 N C. T 508.945.1100 September 26, 2018 F 508.945.5549 28 Village Landing,P.O.Box 1266 West Chatham,MA 02669 www.wvwhiteley.com 1 Bayside Building Co. Attn: Nick Bowes P.O. Box 95 Centerville, NIA 02632 RE: 214 WIANNO AVENUE, OSTERVILLE , Dear Nick,This letter is to confirm thane gas andtwa>er servicing214;W ianno Avenue, Osterville;h)sflbeen capped and will,not iZferewith the partialdemo,of the home.INSincerely, _ •� .� Eric T. Whiteley President ( I .. WNERNON WHITELEY, INC. n ETW/crm L I ° �• PLUMBING•HEATING•AIR CONDITIONING SINCE 1952 �1W Town of Barnstable Building z _ • 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.- .s=a .� Permit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-4147 Applicant Name: Eric Whiteley Approvals Date Issued: 12/20/2018 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 06/20/2019 Foundation: Location: 214 WIANNO AVENUE,OSTERVILLE Map/Lot: 140-1146 Zoning District: RC Sheathing: Owner on Record: MCLEAN,ALISON N ; Contractor Name:' ERIC T WHITELEY Framing: 1 Address: 1010Y PLACE Contractor License: 15920 2 COHASSET, MA 02025 - u Est. Project Cost: $5,000.00 Chimney: Description: Duct work i, � Permit Fee: $85.00 Insulation: Project Review Re i Fee Paid: $85.00 Pro 1 q: Final: Date: 12/20/2018 Plumbing/Gas �- Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after'issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open inspection for the entire duration of the work until the completion of the same. Electrical r The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: .1.Foundation or Footing 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 O►'`'4ivJJ Em4m,_ Slcr►'r 7-zY-t Town of Barnstabl Permit# d 5 Regulatory Services Fee 6 months from issue date r r g ry r BARNSTABM Richard V.Scali,Director *' Building Division 7 3 , Paul Roma,Building Commissioner l/4 ?�t� 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax:�568-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number u ,1 (,, Property Address �I/ �-t�kr AimA [lA (�IL zpa NA�L l' ®Residential Value of Work$ /v, Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Contractor's Name le' ( Telephone Number Home Improvement Contr ctor License#(if applicable) � Email: , ' 1 Construction Supervisor's License#(if applicable) 4workman's Compensation Insurance Check one: ❑ I am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# AR Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) Re-side Replacement Windows/doors/sliders.U-Value (maximum 32)#of windows #of doors: *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is requi SIGNATURE: Q:\WPFU-ES\FORMS\bu Id permit forms\EXP1tESS.doc 01/25/17 ( t The Commornveah*,gfA&.rstf&usefts �rmr�rn t c rLrfstSEdAcddenys Office afIi #gataons 690Was�`iurgtauA reet fmiumasygovIdi Workers' Cwnpensaftma Insmmnce Affidavit Bander7s/CnntractursMectrxmnsTlumbers AppUcant Iufmmafian dIMA PleaseFria Name(Busbsesslg�dat �� Address: dy 4: Citjr1Sta- Phoiam ' Are you an employer?fire the appropriate bay ' Type of project(required)- L am a employer veith\ 4. ❑I am a general confractor and I 6. ❑New a=truction \employees(fall aedfof part-time)-* lave luredthe sdb-contra s 2.0 lam a sole propdetaf orpartner- listed oath ,attached sheet. ?. ❑Remodeling �ese sub-cadractors have ship and bane an employees 8_ Demolition wodzing form in any capacity. employees aadhace xvodcers' 9. ❑Building addiiica INO w t doew comp.i', t*'�T �4 1 comp_manran i - . -� 5. ❑ We a a corporafifl .and its 10.❑Eledacal repaim or addion re 3_❑ lama bomeovm-er doing all work officers have exercised dmir 1L❑Plumbingrepaiss oradditions. of on per MGL ;���seW �vuaklrersy�- a.5�.�2�§I( �a hoots no 1�❑Rflafrepairs . employees-[No vra&me 13.0 other comp.msurance ) •�ray appfi��sc checiaboz Ll mast also fM cmithe secdm berowsh�tIi&vrale a eompeasatianporky inEmMa6ab fiSame�araeisorbosubmit finisaf l2va indkz=gtbnyondamgallwat=4&=bimautsidecoatmctors— snhmitanewsSdaeftmdircriin sue-T2 IC addi6m21 sliest sbosesagdlenameof the sub-caatmCitomsnd stMevrbedm ar not$mse 82ffdMha— e2mplapees.If tb:esabtant®dasbaveempiofea%they mnstpmti-I&Yhak AvrlU!M'tamp•policy nmmbw- Iour ara etspIrt�r 9iaf;is pruucdirg nrQrkcrs'co�rts�an itrszirarrca/vr�rry eirrpla3�ees: $etoly is rYieptriicg artd jv8 arts h7forn atiam Insu a Company Name: ILr Po-ficy-or self-ins llc-- 44 ;114) 4. ''11 Job Tite Addre= / Citylsbwzip: Attach a copy of the workers'compensationpolrcy-declaration page(showing the poficy,number and expiration date). Failnre to semen coverage as requiredunder Section 25A of MGL c 1572 can lead to the imposition of criminal penalties of a Sue up to$UOQOa andlor one gear impasoumeot,as well as civil penalties in the farm of a STOP WORK ORDER-and a$ne of up to$250_00 a dap againd the violator..Be advised brat a copy of this statement.shay be fozv wded to the Office of Investigations of1he DFA for ins tce coverage v cm- I dfa hereby rztvdar tits prone peualti es o��a�cxy fJi�fJas a jar�a#�o1�protir�d above is true a��correct Siffiature Bate: Phone ik afficiat��tIp. 7Ja not�r ' .0 oxen to be corupTetc�d by ezfp Qrtntr�u rn�ciat City or Tan= Permifff icease# Issuing AIISror4(cir&one): L Board of Heealth Building Departawnt 3.C dylTowa Clerk 4 Electrical Inspector S.Plartbing Inspector 6.Other Contact Person: Phone 9: —. -- - - 6. armyatip and fastructions ` Massaclnn;etts General Laws cliaEP�152 regal=all moployem'o XuVIdM '=npCM-eon for$yea=PlDYws- Pmsa�-Eo this ,as M9'IQyee is defined as¢-eve2Y Pelson m die savice of mmatb=under auy c:ontxact ofli1l" egress or implied"oral or F4]hmf An Zja,&Ye is defined as-an indi7ja partr�,assoc�on,colpor�xon or other legal entidy,or any two or mole of the foregoing m a Joint @,andinclndmg the legalar.senfafrves of a deceased employes,or 13ie receiver or trastee of an mc&vidnal,partojenhip.assocsafzon or other Iegal enti � ty, DyMg�plDy�• However the owner ofa'dwrM gh=mbz&gnotmomti�athrwapar1ments�d�hox�sidesgieaein,ortheo ofti�e- dwPIImg house of anofer who ep1OYs Pero=to do make,const<vrAicsn or repair work on such dweIImg house or on the grounds or building appurfenm3ttTj=b shallnotbecanse of sack employmentbe deemedto be an employe" MGL chapter 152,§25C(6)also sides ffid aeverp stain hr local r_c_nsing agent shaII wrtb bold$ie issaance or s or to construct bwIffigs in th renevQal of a license or permit to operate a businese cDmmonwealth for=7 a_pplican'twho has notproduced acceptable evidence of campltance with the insarance coYexage required.,, Additionalb,MCrL d2aPtcr 152,§25C(7)sues=Nen=the connnonweaM nor;�ny ofits political subcfivisims shall enter into any contract fur the perEmman d ofpubli o wont u3bI acceptable evidence of compliancewib.Ihe msmrunce;.. ter esQenfg of this cheptes have been presented D me M-11 'aniiioVity." ApPIicaatr • if Please fill oitr am wor�as,com�pe• mf iDn affidavit completely,by c�ng ih e boxes t[�at apply to your situation and, necessa yl amply snb-ca r(s)nmne(s), address(es)and phone—ber(s)along wrththeir ce toms)of m=—once. L=ited Liabii iiy Companies(LLG')ar L=itr�LiabMty Pa�shigs 9 P)'V . = other$tart the members or partners,are not req�ed to catty wank..& compe nsattcm in.�ance. If sn LLC or LLP does have employees,a.policy is regaired. Be advisedthatthis affidayrtmaybe mbmitDd to the Department of Industrial Accidems for conr=atinn of insurance coverage. Also be sore to sigzc and date the affidavit The affidavit should b ez etamed to the city or town that the application for the pe nit or license is being rmg ested,not the D eparfmcat of Industrial._caidenis. Tmuldyou havo any questions regarding the law or ifyon air.regmred to obtain.a wogs' compensation policy,please call the Dep artnent at the m=ber listed beIDR: Self-insured companies.should en�r their self-insoi-mlce license nzmmb�on the Ime. City ar Town Officials . Please be sore that the affidavit is completr.anipr�d.Ieglly. The:Department has Provided a space at tine bottom of the at�da4it for yoII in fill out in the event the Office oflnvestiga� has to con ar-t YOu regarding the applicant Please be sane to fain the pe=Wlicense m nber.which wM be used as a ref=mce rmmber. In addition,an applicant 13�must sabmit multiple PCMt eenSD applications m any giversyear,need.Ordy mbmit one affidavit mdicatmg=Mt p oli cy mformatian�if Y)and under"lob Site Ad less'°the applicant should writ--aU locatiOns in (�Y or town)--A copy of ihe.affidavitthat has beet officiany stamped or=umimd by tiie city or town may be provided to the applicant as proof that a valid affidavit is on file for futEM 'permits or licenses A row affidavitrrntst be filed oiat dark year.Vheze a home owner or citizen is obtaining a license or permit not related to any business or commercial vie tie.a dog licensoxDemittobleav sett.)saidpersonisNOTrcquiadtocompletethisaffidavit e am The Office of Invesligafinns wouilhkr to thank you in advance for your cooperation and should you have any quest<ons, please do noth!:!�to giva m a call_ The gepartmeazt's ate,fi:lephune and fax zramber: The Cam Ii�of l�s Mse is , Departramt cuff Iidmtdd Accidents ' • . • f�7tce of� �tioa� -WadL$M Dastms MA 02111 T6L#CI'-'27-49W rot 4-06 or 1--977-IAA M- Fax#617 727 7M Kevised 42"7 W W wma.s5gavfffla { Town of Barnstable ` Regulatory Services BAMWI rwaza. Richard V.Scali,Director MAM ►`� Building Division. Paul Roma,Building Commissioner 200 Main street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder i as Owner of the subject property hereby authorize �\,IILI I LC to act on my behalf in all matters relative to ork authorized by this building permit application for: WNWALA 14,14, 1 ilkA (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. AAA *nature of Owner s' tore-of App can Print Name Print Name r] Da Q:FORMS:OWNERPERMISSIONPOOI:S Town of Barnstable Regulatory Services oTMr�ryy Richard V.Scali,Director Building Division t � ' .Paul Roma,Building Commissioner 1639. $ 200 Main Street, Hyannis,MA 02601 ED www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town 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 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 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 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 Construction Supervisors,Section 2.15) This lackof 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:\WPFILES\FORMS\building permit forms\EXPRESS.doc 06/20/16 Client#: 78040 RYLEYCON ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYI) s►2a/2o17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT James IFGeary Martha's Vineyard Ins Agcy-VH PHONE 508 693-2800 F 774-487�145 P/C, No El): A/C No PO Box 998 E-MAIL ADDRESS: jgeary@mvinsurance.com ry@ Vineyard Haven,MA 02568 INSURER(S)AFFORDING COVERAGE NAIC# 508 693-2800 INSURER A:Selective Insurance 11867 INSURED INSURER B: Ryley Construction,LLC INSURER C PO Box 1444 INSURER D: Duxbury,MA 02332 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY S2161576 6/19/2017 06/1912018 EACH OCCURRENCE $1 00O 000 CLAIMS-MADE �OCCUR PREMISES EaEr ence $100 000 MED FRCP(Any one person) $10 000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $3,000,000 POLICY JF P COT LOC PRODUCTS-COMP/OPAGG $3,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE $ NON-OWNED PR accident HIRED AUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ X WORKERS COMPENSATION MAARP300349 0512012017 05/20/2018 X ISTEARTLIT, OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N E.L.FILCH ACCIDENT $100 000 OFFICEWMEMBER EXCLUDED? a N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $100 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 s500:OOO DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Carpentry CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD #S973453/M963068 OJG 711111M Massachusetts - Department of Public Safety Board of Building Regulations and Standards C•nnitructiun Supervisor License: CS-108005 JOHNRYLEY :, 226 Mayflower St� - s Duxbury MA 02332 r F Expiration Commissioner 11/05/2017 �', ,,ca, r%�G �nO i/6vt./Ir//(iea�r'�n/��r/r/[tJ9ur•�[cJe��J Office of Consumer Affairs&Business Regulation i  HOME IMPROVEMENT CONTRACTOR :Registration: ( .182412 Type: Expiration 6/19/2017 LLC •i r RYLEY CONSTRUGTION;L'LC _. j f + JOHN RYLEY 226 MAYFLOWER ST DUXBURY, MA 02332 .K, � Undersccretary,� I� J } �e 1parrvnaaracuetclC�a�C�/�t�oaac�uraeL� Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:LLC <.Re9istration Expiration 1t82412 06/18/2019 RYLEY CONSTRU:G.T10N;Lla-Q— ;,1 JOHN RILEY E`= "j 35 QUAIL RD. OSTERVILLE,MA 02655 Undersecretary Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-108005 JOHN RYLEY ' 226 Mayflower St; Duxbury MA 023-32 t , Expiration Commissioner 11/05/2017 r `"El Town of Barnstable 9B""M `E0, Building Department- 200 Main Street U�v' FOMA+ �0Hyannis, MA 02601 Tel. (508) 862-4038 Temporary Certificate Of Occupancy Permit Number: B-18-3200 CO Issue Date: 6/27/2019 Parcel ID: 140-146 Zoning Classification: RC Location: 214 WIANNO AVENUE, OSTERVILLE Proposed Use: Permit Type: Building-Addition/Alteration - Residential General Contractor: BAYSIDE BUILDING INC Comments: THIRTY DAY TEMPORARY CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY DWELLING. 6/27/2019 Building Official Date: Town of Barnstable Building ,-.--.^..z Post This Card SBLK o.That,it is Visible From"the Street-Approved Plans Must be Retained on-Job and this Card Must be Kept , A M `�$ Posted Until'Final;lnspection Has Been Made. -' ` `Where'a Certificate of Occupancy is Required,.such Building shall Not be Occupied until a Final Inspection has been made. " Permit Permit No. B-18-3200 Applicant Name: BAYSIDE BUILDING INC Approvals Date Issued: 11/07/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 05/07/2019 Foundation: Location: 214 WIANNO AVENUE,OSTERVILLE Map/Lot: 140-14.6 Zoning District: RC Sheathing: Owner on Record: MCLEAN,ALISON N Contractor Name: BAYSIDE BUILDING INC Framing: 1 Q Address: 10 JOY PLACE Contractor License: 113786 2 COHASSET, MA 02025 Est. Project Cost: $500,000.00 Chimney: Y Description: to remove rear sunroom and add new addidtion w/expanded Permit Fee: $2,625.00 kitchen. Bedroom being moved to new locations.Windows and roof Insulation: �q Fee Paid: $2,625.00 ew being replaced. 4'cased opening in upstairs study Date: 11/7/2018 Final: 1/q c Q D c (o 7-7 l Project Review Req: FOUR BEDROOM DWELLING. ,G,, r`�ry Plumbing/Gas�7) t4 Rough Plumbing: Building Official Final Plumbing: Rough Gas: Final Gas: 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. Electrical 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 Service: work until the completion of the same. Rough: 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: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.AI?fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Health 6.Insulation 7.Final Inspection before Occupancy _ Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department :;Work shall not proceed until the Inspector has approved the various stages of construction. Final: I"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). C - 4 . .Home Energy Rating Certificate Rating Date: 2019-06-26 . Final Report Registry ID: 124114986 p Ekotrope ID: DLzpY7Yv Index • • Home: Your • - score number,performance score. The lower the Osterville, MA 02655 2020 • Builder:55home. • learn more, visit elative An Bayside Builders www.hersindex.com Your Home's Estimated Energy Use: This home meets or exceeds the Use [MBtu] Annual Cost criteria of the following: Heating 9.4 $582 2015 International Energy Conservation Code Cooling 0.2 $15 Hot Water 7.7 $474 Lights/Appliances 10.7 $663 Service Charges $0 Generation (e.g. Solar) 0.0 $0 Total: 28.0 $1,733 Home Feature Summary: - Rating Completed by: Q MareEmr8Y Home Type: Single family detached Energy Rater•Chris Mazzola ISO Model: N/A RESNET ID:8873503 existing Ico Community: N/A Homes 130 Conditioned Floor Area: 1,187 ft2 Rating Company:Home Energy Raters LLC 120 Number of Bedrooms: 1 180 State Rd, Suite 2U Sagamore Beach MA 02562 ' Ito 508-833-3100 Referent S00 Primary Heating System: Air Source Heat Pump- Electric•2.95 COP Ham: •o Primary Cooling System: Air Source Heat Pump• Electric- 16.75 SEER Rating Provider•Energy Raters of Massachuset+� � \,, so Primary Water Heating: Water Heater•Electric•0.92 Energy Factor 2 Woodlawn Street Amesbury, MA 01913 Z 70 House Tightness: 440 CFM50(2.29 ACH50) 978-270-3911 =i 'i, F 4 .b•,c•. E so ^' Ventilation: 73.0 CFM • 10.3 Watts ao This Home Duct Leakage to Outside: Untested 30 Above Grade Walls: R-21 to Cr v & /•1 Ceiling: Vaulted Roof, R-41 Zero Energy So o Window Type: U-Value:0.31, SHGC:0.28 Less EneW Foundation Walls: N/A Chris Mazzola, Certified Energy Rater 010E RLSW Digitally signed: 6/26/19 at 11:39 AM Ekotrope • 1 e1wtr • The Home Energy Rating Standard Disclosure for this house is available from the rating provider. reportThis does not • or guarantee. IECC 2015 Performance Compliance Property Organization Inspection Status 214 Wianno Ave Home Energy Raters LLC 2019-06-26 Osterville, MA02655 508-833-3100 Rater ID (RTIN):8873503 Chris Mazzola RESNET Registered Wianno Ave 214 Pre (Confirmed) Wianno Ave 214- DLzpY7Yv Builder Bayside Builders Annual Energy Cost Design IECC 2015 Performance As Designed Heating $479 $455 Cooling $36 $29 Water Heating $413 $413 SubTotal-Used to determine compliance $927 $896 Lights&Appliances $471 $462 Onsite generation $0 $0 Total $1,399 $1,359' Requirements ® 405.3 Performance-based compliance passes by 3.41/6 ® R402.4.1.2 Air Leakage Testing Air sealing is 2.29 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. ® R402.5 Area-weighted average fenestration SHGC ® R402.5 Area-weighted average fenestration U-Factor ® R404.1 Lighting Equipment Efficiency. ® R403.6.1 Mechanical Ventilation Efficacy ® Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met. ® R405.2 Duct Insulation Design exceeds requirements for IECC 2015 Performance compliance by 3.4%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created In accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 5.If rating Is Projected,I certify that the building design described herein Is consistent with the building plans, specifications, and other calculations submitted with the permit application. If rating Is Confirmed, I certify that the address referenced above has been Inspectedrtested and that the mandatory provisions of the IECC have been Installed to meet or exceed the Intent of the IECC or will be verified as such by another parry. Name: Chris Mazzola Signature: C"/11& Organization: Home Energy Raters LLC Digitally signed: 6/26/19 at 11:39 AM Air Leakage Report i Property Organization Inspection Status 214 Wianno Ave Home Energy Raters LLC 2019-06-26 Osterville, MA02655 508-833-3100 Rater ID (RTIN):8873503 Chris Mazzola RESNET Registered Wianno Ave 214 Pre (Confirmed) Wianno Ave 214- DLzpY7Yv Builder Bayside Builders General Information Conditioned Floor Area[sq. ft.] 1,187 Infiltration Volume [cu. ft.] 11,506 Number of Bedrooms 1 Air Leakage Measured Infiltration 440 CFM50 (2.29 ACH50) ACH50 (Calculated) 2.29 ELA[sq. in.] (Calculated) 24.20 ELA per 100 s.f. Shell Area(Calculated) 0.629 CFM50 (Calculated) 440 CFM50/s.f. Shell Area (Calculated) 0.114 Duct Leakage Leakage to Outdoors [CFM @ 25 Pa] Leakage to Outdoors [CFM25/100 s.f.] Leakage to Outdoors [CFM25/CFA] Total Leakage Test Type Total Leakage [CFM @ 25 Pa] Total Leakage [CFM25/100 s.f.] Total Leakage [CFM25/CFA] Mechanical Ventilation Rate[CFM] 73.0 Hours per day 12.0 Fan Watts 10.3 Recovery Efficiency% 66.0 Building Specification Summary Property Organization Inspection Status 214 Wianno Ave Home Energy Raters LLC 2019-06-26 Osterville, MA02655 508-833-3100 Rater ID (RTIN):8873503 Chris Mazzola RESNET Registered Wianno Ave 214 Pre (Confirmed) Wianno Ave 214- DLzpY7Yv Builder Bayside Builders Building Information Rating Conditioned Area[ft2] __ 1,187.00 _ HERS Index _ 55 _ :Conditioned Volume [ft�]_ _— 11,506.00 T- HERS_Index w/o PV - _ 55 Thermal Boundary Area[ft2] _ 3,848.20 Number Of Bedrooms _ — _ 1 Housing Type - Single family detached Building Shell Ceilingw/Attic I None _ _ _ __ _ _ Windows(largest)I U.Value:0.31, SHG_ C:0_.28 r -_ Vaulted_Ceiling(R41,DPBFG,10",10x16,G1,C U-0.02 Window/Wall Ratio I0.08 _Above Grade Walls l R21,FG,6x16,G1 U-0.0_5 _ Infiltration 1440 CFM50 (2.29 ACH50) _ Found.-Walls I None _ Duct Lkg to Outside I Untested~ Framed_Floors R30,FG,10_x16,G1 R-30 Total Duct Leakage I Untested Slabs R10P R-10 Mechanical Systems Heating _ _ Air Source Heat Pump -_Electric-2.95 COP Cooling -_ _Air Source_Heat Pump • Electric• 16.75 SEER Water Heating _ _ Water Heater- Electric •0.92 Energy Factor Programmable Thermostat Yes Ventilation System 73.0 CFM • 10.3 Watts Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel _ _ Electric Percent Exterior LED 100% Clothes Dryer CEF 3.9 Refrigerator(kWh/yr) 463.0_ — Clothes Washer LER (kWh/yr) _152.0 Dishwasher Efficiency_ 270 kW_ h Clothes Washer Capacity 4.5 Ceilina Fan -� None Ranoe/Oven Fuel Electric Mass Save RNC PFS Savings Report Property Organization Inspection Status 214 Wianno Ave Home Energy Raters LLC 2019-06-26 Osterville, MA 02655 508-833-3100 Rater ID(RTIN):8873503 Chris Mazzola RESNET Registered Wianno Ave 214 Pre (Confirmed) Wianno Ave 214-DLzpY7Yv Builder Bayside Builders Annual End-Use Consumption Reference Home Rated Home Savings % Saved Heating[Electric kWh] 6,592.4 3,531.0 3,061.4 46.4% Cooling[Electric kWh] 228.0 156.2 71.8 31.5% Hot Water[Electric kWh] 753.9 2,225.0 -1,471.1 -195.1% Lights&Appliances[Electric kWh] 3,142.2 3,142.2 0.0 0% Total[Electric kWh] 10,716.5 9,054.3 1,662.1 15.5% Electric Savings Incentive $581.15 Fuel Savings Incentive $0.00 Percent Savings Incentive $465.30 Rater Incentive $350.00 Participant Incentive $19046.44 Percent Savings 15.51% RESNET HOME ENERGY RATING Standard Disclosure For home(s) located at: 214 Wianno Ave, Osterville, MA Check the applicable disclosure(s) in accordance with the instructions on the reverse of this page: 1. The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating, the Rater or the Rater's employer has also provided the following consulting services for this home: EIA. Mechanical system design E]B. Moisture control or indoor air quality consulting El C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other(specify) 3. The Rater or the Rater's employer is: E]A. The seller of this home or their agent B. The mortgagor for some portion of the financed payments on this home Wj C. An employee, contractor, or consultant of the electric and/or natural gas utility serving this home [14. The Rater or Rater's employer is a supplier or installer of products, which may include: Products Installed in this home by OR is in the business of HVAC systems Rater Employer Rater Employer Thermal insulation systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater DEmployer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction(builder, developer, construction contractor, etc) Rater Employer Rater Employer Other(specify): Rater Employer Rater Employer 5. This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for Sampling" of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). Rater Certification#: 8873503 To report any complaints regarding this Rater's service, please visit: http://www.energyratersma.com/Feedback_New.html Name: Chris Mazzola Signature: (,G&Ilfa Organization: Home Energy Raters LLC Digitally signed: 6/26/19 at 11:39 AM Insulation Certificate 214 Wianno Ave Osterville Number and Street City Barnstable County Subdivision Lot Number Permit Number Description of Installation GARAGE ROOF Product_Thermoseal Open cell foam Lot Number Thickness (inches) 10 Thermal Resistance(R-Value) 38 EXTERIOR WALLS Product_Thermoseal Open cell foam Lot Number Thickness(inches) 5.5 Thermal Resistance(R-Value) 20 Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards. _Bayside Building.Inc_ General Contractor(Builder) License Number 05/01/2019 Signature and Title Date Cape Cod Spray Foam LLC CS- 111878 Sub-Contractor(Insulation Installer) License Number _manager:_Ivan Pauliuchenk 05/01/2019 Signature and Title Nat, ORDER ACKNOWLEDGMENT 01367908 Hyannis Account: DACEY 0768 Shepley 216 Thornton Drive Branch: HYA Hyannis,MA 02601-USA Phone: ( )- - Phone:(508)-862-6200 Fax: ( )- - BILL TO: SHIP TO: Brian T Dacey McLean Garage !!Windows Only!! Bayside Builders Inc 214 Wianno Ave Po Box 95 Osterville MA Centerville MA 02632 Page 1 of 1 PO: REF: IQ 5092 po 224596 JOB: Bayside-Wianno-Pool ORDER DATE: 06/19/19 SALES TM Thompson TYPE: CB SHIP VIA: Cust Pick Up FRT TERM: EXP DELV DATE:07/17/19 AGENTS T B Santos ORDERED BY:Dave Hill Trim Rhodes CREATED BY:rmiller AUTH CHG: Dave Hill QUANTITY UOM ITEM/DESCRIPTION PRICEWOM AMOUNT **UNIT GROUP** 1 EA IQ00000000217637 312.71/EA 312.71 TW2442 400 Series Tilt-Wash Double Hung Windows Tilt-Wash Basic,White/Pre-finished White, (Top Sash)High Performance Low-E4 Tempered, Divided Light with Spacer,Colonial, 3W2H,3/4, High Definition Chamfer, Chamfer, Ext Grille-White, Int Grille-Prefinished White, No Grille Grommet Line Item#:0002 Location: Entrance 2 EA IQ00000000217638 9035714 179.26/EA 358.52 TW2442 400 Series Tilt-Wash D..ouble Hu.n_..g Windows Tilt-Wash Basic,..WhitelPre_finished.Whlte (Bottom Sash)High Performance Low E4 Tempered No Grille Grommet _ ...... .. 1 EA IQ00000000217639 " 312.71/EA 312.71 .. TW2442 400 Series Tilt Wash Double Hung Windows Tilt-Wash Basic,White/Pre-finished Whlte,,-(Top.. Sash)High Performance Low E4 Tempered DiuiU.ded Lightw:'itfi Spacer,Colonial,3W2H,3/4 High Definiti.on Cham.e.r, Chamfer, Ext Grille-White, Int Grille=Prefinished White, No Grille Grommet E. Line Item,._.0003 :... . Location:2nd Floo:rBath' ;_ __ SUBTOTAL 983.94 MA Sales Tax 6.25% 61.50 PAYMENT TERMS: Balance $1,045.44 Bayside net 120 days PRINTED: 06/26/19 08:39:18 � s ago �i APplicatio Number............................................................. r s�xrrGrABM # TOWN OF BARNSTABLE Permit Fee .� ��J .....Other Fee........................ 1 AE& p j v r p- t H 9: Total Fee Paid TOWN OFBARNSTAB LE f i S PermitApproval by... .. .........................On........ ... .............. _B 1�Ti�.�i�,�T,�-v 1ID1��11lr� .R.t....�..� 1V111 . tiJ�JL1L1��L1�1�1.�r- ER-T'�Ll ...1.. _ ... -APPLICATION .... Section I -'Owne'rs Information and Project]L®cation...- Project Address Lhaklkq() Ile Village �� Id1�l�• Owners Name hknrl tear, Owners Legal Address 1 �� City �o `5�` State W r9- Zip O 70Z,5,- Owners Cell -E-mail Or-m cl . ig Wue • Section 2—Structural Use Single/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 structure) ❑ 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 6C Square Footage of Project Age of Structure q Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design Last updated: 11/7/2017 I Section 5 - Work Description W'J Vej l � -A VIQ JQ - �n Section —Project pecif c' KWiring ❑ Oil.Tank Storage Smoke Detectors Plumbing Gas ❑ Fire Suppression .Heating System ❑ Masonry Chimney RAdd/relocate bedroom H Water Supply R Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District [] Hyannis Historic District ❑ Old Kings Highway (� Debris Disposal Facility: &Wrlo- "x ll I am using a crane ❑ Yes No " T Section 7—Flood Zone Flood Zone Designation X Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District AP Proposed Use r, u �Wl I Lot Area Sq.Ft. Total Frontage l 1 D Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed UO Rear Yard Required u Proposed�(7 Side Yard Required 1 D Proposed J Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/7/2017 Section 9—Construction Supervisor Name 81,j*a_VL � "�-�'1 Telephone Number_�-77/-/0416 Address PO Aw City_Cko-+fNi Ike- State YVI Zip OZ�lb License Number 06 License Type C 5 L Expiration Date 11 j ��.z0 . Contractors Email A g C(P_b u 1Wt Yw C001 Cell# V6-Z 2 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 r ed by 780 C and the Town of Barnstable.Attach a copy of your license. Signature r Date d Section 10--Home Improvement Contractor Name Telephone Number Address V City t State c- Zip Registration Number 11 1�7t(o Expiration Date W 9a L 1 q I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Bulldin Code. I understand the construction inspection procedures,specific inspections and documentation re d by 780 C and a Town of Barnstable.Attach a copy of your H.I.C... Signature I Date V _l l Section 11 —Home Owners License Exemption Home Owners Name: - Telephone Number Cell or Work.Number I understand my responsibilities the rules and regulations for Licensed Con 'on Supervisor in accordance with 780 CMR the Massachusetts Sta a Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE s Signature Date Print Name lrtlo a Telephone Number 7 -'/',�7 r 04(7J_ E-mail permit to: `C e h� 14190, C06e l Last updated: 11/7/2017 V Section 12—Department Sign-Offs Health Department E Zoning Board (if required) Historic District ® Site Plan Review(if required) El Fire Department Conservation I For commercial work,please take your playas directly to the fire are departmentfor approval, 1 I Section 13 —Owner's Authorization I, A.,an L�� 9 as Owner of the subject property hereby authorize 0� uLI-1-1,14 hI e. to'act on my behalf, in all matters relative to/work authorized by ' buil5ling permit application for: Address of job) o S a e o Owner II ate IgdA C6�CG< Print Name Last updated: 11/7/2017 e e Eng1neering& ROBERT M. PE5R051ER5, P.E. Deslgn Co,, Inc. Consulting Engineer 506-946-3561 155 East Grove Street - Post Office Box 649 Fax 506-946-1653 Middleborough, MA 02346 September 18, 2018 Project No.2018-253 Ms.Heather Rose Marshall Designs by Marshall LLC 17 Nelson Road Scituate,MA 02066 j Re: Design of Support Beams for the Proposed Renovation to the Home Located at .214 Wianno Ave.,Osterville,MA. Ms.Marshall, You asked me to design(2)two support beams at the proposed renovation to the existing home at the referenced location.You have provided me with a set of plan pages showing the architectural layouts, section, elevations, and framing plans dated August 6, 2018. The proposed renovation to the structure consists of an approximate 221-01106'-0" addition to the existing two story Gambrel-style home. Beam#1 will be located within the second floor framing level of the home above the kitchen/casual dining rooms. The beam will support a portion of the tributary loads from the second floor framing of the structure.The maximum unsupported span of the beam will be approximately'24'-6"and the appropriate beam for this application is either a W8x67,W10x49,or W12x35 steel beam manufactured from ASTM A992 Structural Steel. This beam shall be attached to and supported,at one end,by an HSS 4x4x1/4"steel column manufactured from ASTM A500 structural steel with '/z"cap and base plates installed integral with the wall framing. This column shall continue and bear directly upon the foundation wall below.The steel beam to steel post connection shall be made by using(2) %2"thru bolts secured through the bottom flange of the steel beam and cap plate of the post. At the opposite end, the beam shall be supported by Beam#2. Beam#2 will be located within the second floor framing level of the home above the kitchen/sittingiooms. The beam will support a portion of the tributary loads from the second floor framing, attic framing, and roof framing of the structure, as well as a point. load from.Beam#1. The maximum unsupported span of the beam will be approximately 22'-0" and the appropriate beam for this application is either a W12x79,W14x61,or W16x50 steel beam manufactured from ASTM A992 Structural Steel. This beam shall be attached to and supported by an HSS 4x4x1/4" steel column manufactured from ASTM A5O0 structural steel with %"cap and base plates installed integral with the wall framing at each end. These columns shall bear directly upon the foundation wall below. The steel beam to steel post connection shall be made by using (2) ''/2"through bolts secured through the bottom flange of the steel beam and cap plate of the post. The beams must be rigidly attached to the wood floor framing.This can be accomplished by under-framing or flush-framing the beams. To flush-frame the steel beam into the framing you may use side or top mounted steel joist hangers. The side mount joist hangers shall be attached to continuous wood blocking located on each side of the beams web. The wood blocking shall be attached to the web of the beam with ''/z"bolts at 16"on center, staggered top and bottom. The side mount steel joist hangers shall be attached to the wood blocking in the web of the beams. For the installation of top mount joist hangers,it will require the installation of a continuous 2x wood nailer that is attached to the top flange of the beams. The wood nailer shall be attached to the top of the beams with'/z"bolts at 24"on center, staggered side to side, and the top mount hangers can be secured to the nailer on the top of the beam. The framing members that the beam is being flushed with shall be secured to each other across the top of the beam with Simpson CS14 coil strapping. If installed as specified herein, and according to good construction practice,this beam will meet the structural requirements of the 9th Edition of the Massachusetts State Building Code. If you have any questions regarding this report,or if you require additional information,please do not hesitate to call. Regards, Michael K. Voudren of'�ssgy o ROBERT M: c ESROSIER CDS S 0.36170 Asse'�-,or's map.and lot number .. FWj Sewage Permit number .. 4. �.v�J:........................./.j... Q Z.b 4 V vt Y 1 V; ' V y� �MAaa $• Housenumber .................................... ................................... i p 1639. `0 f TOWN OF BARNSTABLE BUILDING INSPECTOR i APPLICATION FOR PERMIT TO .....�0�.......5�. ............. . ..'.....X..'. ...............................:.. TYPE OF•CONSTRUCTION .....(W.Y..'............................19........1 1 T � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby/applies for a permit according to the following information: �p Location .. . .....1 "u.. ....3... .. ...°...................... .. .........................DS. YZ..U� �..� ........................ ProposedUse ......... ......... ........................................................................................................................ Zoning District ........... ..........`:�.v.......................................Fire District ...............�..................................................... v� CU jZ.tz P G4 v� Nameof Owner ......................................................................Address ........................!............�........................................ <Name of Builder .........�...J..`........(.�. ..................... .�.' .... ...................�....�.........- .................................Address ..... ..... .... Nameof Architect ...........�...-..:."�.....................................Address ........................:..............:............................................ Number of Rooms .............-�.. ................................Foundation .......... UVU........................... .......... 06 cQ Exierior ............................. ...................................................Roofing .................................................................................... Floors .��............................ . ...........................................Interior .......... ............................................................ Heating � U V� g .. eso Fireplace ..............................`. ....................................Approximate. Cost ............ ..........:..................................... �O i Definitive Plan Approved by Planning Board ---------------—--------___19_______. Area .....1�� .......................... Diagram of Lot and Building with Dimensions Fee .........10r .......... ... %........... SUBJECT TO APPROVAL OF BOARD OF HEALTH a i urv� I i i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of 1 e own of Bo nstable regarding the above construction. a m I................... L ................................. _ ............ Construction Supervisor's License .................................... CURRAN,- JOHN B. A=140-146 No 499.4... Permit for Build.-Too.L.Shed. . ..........8ccessory..t:a-JDwe11.jn9....................... Locatia .iG+.Wianno..Avenue.....I.................... ......... .............. ............. Osterville ............................................................................... John B. Curran Owner .................................................................. Type of Construction ...Frame............................ ........... ................................................................................ Plot ............................. Lot ................................ p Permit Granted ..........Se...tember 21,...........................19 84 Date of Inspection ....................................19 Date Completed .....19 Z- — Assessor's ma d r / ` v' `G p an I ot number -r: Sewage Permit number .. ..`.�.v 3................. c>�SYSTEM 6MUST ............ SEP�O L INSTALLED IN COMPLIA MMITAMLE, House number ...2-.d.�_ '..... ... ....�..... C� �� % TITLES 90o rne 1639. e00 ENV'MONMEWAL CODE AN TOWN OF BARNS4` INUBTIONS BUILDING 'INSPECTOR oc � APPLICATION FOR PERMIT TO ......4Z) ......................C,C:............�. .. ....................................................... TYPEOF CONSTRUCTION .................... ..................... .................................................................................... ............... .... . . ............19. � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 0� 4 6-C Location 1..1�. Y1 ° u ProposedUse ........�.d..(.......S.!:�...`��....................................................................................................................... ZoningDistrict ........... ........ v.......................................Fire District ............... v ................................................ Name of Owner ............... ..`7..... LA �....V`I..................Address ...........: .. ............. Name of Builder �..W� ...............................Address .... .�.y.'...... .�..�......................... Nameof Architect ............... .'.�'. ....................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. 4 Exterior ............................. ...................................................Roofing '..............................:...................................... Floors Od .Interior..4............................................ Heating ..........................�.....V` ........................................Plumbing ............... .................................................. Fireplace . ..............................�. ...................................Approximate. Cost ............ a�..��-......... Definitive Plan Approved by Planning Board ---------------____-----------19_______. Area .....f .............................. .�� Diagram of Lot and Building with Dimensions Fee ........ '� . .. .............:. .. .......... SUBJECT TO APPROVAL OF BOARD OF HEALTH I . AID �Q OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of Ne jown of Barnstable regarding the above construction. 4me ...................................................... .......... Construction Supervisor's License .................................... CURPAN, JOHN B. No 2.69.9.4..... Permit for ..; ld Tool shed ........................... Accessory to Dwelling ............................................................................... Locate l4,.ai.�i.I.Wia.mo..Avenue .............................. .. . ...... ...... ............. Osterville ............................................................................... Owner ........................................John B. Curran........................... Frane Type of Construction .......................................... ... .................................I................ ............................... Plot ............................ Lot ................................ September 2 ij 84 Permit Granted .........................................19 Date of Inspection ....................................19 Date Completed ............. . . .......19 I„�w�a,•K�,�* ..r+��y&::tag:%,.•s.�:;�c.�-^Y':w ?�r��;-r�s.wz�,� ��..:m-a��:,-. , i,�'#+�i.'e '�;���s ,�;+»� .tea ,.ka r-n.+Yr•,.rr::r�,a:q.��.:c���=+d '�aa.'.,..^*x'. ��. Assesso;-, office ,(1st floor): . Aiasess3 map and lot number ../ .../.. �.....`.L..`�r��....'... '! Q��iTHEj�`♦ Board of Health 'Ord floor): Sewage Permit number .......... ,f Z BALSSTOBLE, i Engineering Department Ord floor): raea House number °o 16}9• ..............................'ZOrJ. ........................:.. �o rar Definitive Plan Approved by Planning Board -------------------------------19________ . APPLICATIONS PROCESSED 8:30-9:30,A.M, and 1:00-2:00 P.M. only TOWN 'OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO OL_ I S�'� .A r10A 0 � ��C���....................................... . ................................... ..................... TYPE OF CONSTRUCTION ... 2S't (3.fr.A/rl q L l�D� 0 ra4v^f` . ............................................................................................................ ................................................19......-- TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location o�O 6.......W.l..> .N..�l/D.....4..V.6'' ....0l7Vt� V/LL rt..................................................................... Proposed Use ZoningDistrict ........................................................................Fire District ................................................................. Name of Owner �J' �.. SU RAN F... C U.(Ut.A-J.Address 40 6 w J a tiAt1 0 !) VR ......................................................................... Name of Builder a�.?!!�T�'!� ...3v �DiniG (a!L-�: ..,Address .�.:..6o.x 321. w—i(- eaww�j 1 .n'A ......./............. .......... ..... ........... ..µ. Name of Architect .............................. ................Address ! Numberof Rooms ..................................................................Foundation .............................................................................. Exlerior ................................................................. ...Roofing Floors .......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost .................................................................... Area ......... ................................ Diagram of Lot and Building with Dimensions Fee U ................... /c/ /0r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. a` Name .. ..... ^..! ........................................................... Construction Supervisor's License .0.�/� �C.�............ CURRAN, JOHN & SUZANNE A=140-146 ' No Permit for ....ReMo.l.i.s.h Portion of ....S.ijag.le—FaLrally...Dwel-llng........... Location Vianno Avenue oc tion .............................................I .......................os.te.r.ville.............................. Owner .......John & Suzanne Curran.,, :................. Type of Con'struction .....Fra.me........................... .... .. .... ................................................... ............................ Plot ............................ Lot ........................ ........... Permit Granted ......August..-.9...........19 88 Date of Inspection .................... ...............19 Date Completed .......................................19 -2 Assess.�'��s� office (1st floor): Assessors map and lot number /Q ZY!? �v oFTME.To` Board of Health (3rd floor): Sewage Permit number Engineering Department (3rd floor): °o �b& e� House number ....................................�(�.............................. �Fo rar a•\ Definitive Plan Approved by Planning Board ________________________________19-------- . APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M: only TOWN. OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .....jJ...�.�OL I Sla...••• (12"T�4�/ O �L� .............................. � �?........... TYPE OF CONSTRUCTION ...R �..����!! �.'�.......�b F�4 . ...................................................................................... ..........................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .......�d.' ....... j.....42 J; Wt Z. VI•LL� ............................................................................ ProposedUse ............................................................................................................................................................................. ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner C.V.0"! l•.Address a0 6 W!!�F,a.�v /j V A ........................................ Name of Builder QARn/T7?'ad3Ul gv� O�NG•....Prwl''=.....Address f:.°.:.. 0 X 322 W_9(nV_) !4JL4� WA ....�...... ............. Name of Architect ..................................................................Address ............`........................................... ............................. Numberof Rooms ......................... ........................................Foundation .............................................................................. Exlerior ....................................................................................Roofing. .................................................................................... Floors ......................................................................................Interior Heating ..................................................................................Plumbing Fireplace .............................................. Approximate Cost .................................................................... .................................. Area ..................... Diagram of Lot and Building with Dimensions Fee !y rx ! f rd OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... ......... ...... ... .................................. Construction Supervisor's license ............ i CURRAN, JOHN & SUZANNE No -Permit for ,..Demolish Pemqqjsh Portion of .................... Single Family Dwelling . . ........................................................ Lqcation ............... .....................Q's.te r:v.i 1,l�................................. Owner ..J.Q.1 ...S.u.z.a.nn.e...C.urr.an.......... .. . .. .... .. .. .. .... .... Type of Construction F.r.aMQ............................ ................ ......................................................... Plot. ............................ Lot ............ ................... August 9 ........19 88 Permit Granted ............................... Date of Inspection .............................I........19 Date Completed ..... ....� ...... ......19 a_m..a MA,a..,, Ilk r < JOHN B. CURRAN 204 WIANNO AVENUE P.O.BOX 678 OSTBRVILLB.MA 02655 C'2el Gj 2� . . . . . . . . . . . . .220 1 I 1 0 �� a—box Scent : I i • _ I _ I �} NEW- i -- -- _ . . . -- M � 1!._ .."1 • � I : I i ' ZOu W I A /Ji✓0 A\/r I dS��Vit_LE: �`v o Assessor's offioe,Ost floor): . v �. . Quo*THEToAssessor's map and lot nu ....� . /�... Board of Health (3rd floor): WPM SY91MM Sewage Permit number ..�. .... ..,�f�.............. ..1... ..... � INSTALLED IN CO, LE. S Engineering Department (3rd floor): a / �/ �J� 7'fI TH TITLt c 7 O t6}9• 9 Housenumber ...................................................................... . -.',p'EI �o r a. NTAL APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN REGULATIONS " TOWN 'OF _. -BARNSTABLE¢•��. 3 BUILDING':. 4SPECTOR APPLICATION FOR 'PERMIT TO ...QMa5.tX:1d.Ct..:.dG.0.�,t.ion............................................................................ ` F . TYPEOF CONSTRUCTION .....W.QOd....tr.aMe.............:........................................................................................ ��vvsr xs ....................19.� .. i TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: dLl�! Location .. XiAn.nQ..Avenue...r....Ostervill.e.!...Ma ......................................................................................... ProposedUse .k am. .J..Y...r.Qom...&...bath............................................................................................................................ Zoning District .........!t C.......................................................Fire District ........ .`5�............................................................. Name of Owner John Su,sanne,.,Cu.rran...............Address ..Same _ ...... ZD,Ce,��r-'s k-. A rl�S�A�j\� d1A-R JS o i L Ce Name of Builde _.....n ......................... ............... P.....Add res !....�. Name of Architect Sar.a..,Jan.e...Por,ter..........................Address P.0.Box 645 ,W.Barnstable, 02668 . ................................. Number of Rooms ....2 Z...........................................................Foundation ConC. .................................................................... Exterior ...W,.-,.C......Shing,les............................ Roofing Asphalt shin�.les ................................I........ Floors ......1..............................................................................Interior ..Shee.troCk.............................:............................ Heating F. I? W. gas......................................................Plumbing a.dd...ful.l...bath ........................................................ Fireplace ..0..............................................................................Approximate Cost .17P-r-00.0................................................ Definitive Plan Approved by Planning Board ________________________________19________ . Ara 976 S.F. ....................................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town Barn .t le re di the abo • construction. Name .... . ... .. .... ... ........................................ k ooO6Y�� Construction Supervisor's License . CURRAN, JOHN & SUSANNE t No . 32203. .. Permit for Build Addition "raj} �.......... .. .................................... Single Family Dwelling .......... Location 214 Wi...ann. o...Aven. ue ....................... .. ..... ....... ....... Osterville ............................................................................... John & Susanne Curran i Owner .................................................................. Frame Type of Construction ....................................... .. Plot,.:.......................... Lot .............................. Permit Granted ......August 25, 19 88 e Date of Inspections :<.. r ..0.....19 Date Completed ............. 'z s � L? M Assessor's offioe (1st floor): THE Assessor's ma and I p of number ...../.../ a �o Board Sewn Pert inumb r)i P Health (3 V J� /Q� Q • er ,) .... ....................C�,,. V = ' g a �. Z 116B39TADLE, Engineering Department (3rd floor): a /!! FJS R moo 2a 9. 0� House number .:..... 7 3 `0 �; o rav a. • APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTAB�`L�E--,',, BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...C.ons.tr.Li.Ct...add.jtj.Rn........................................................................... TYPE OF CONSTRUCTION .....W.00 d....fmame...................................................................................................... Av�'us as ....................'i 9. 'R TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...' ..�M X aT1.nQ..Avex.114g' ,....0,steryi l l.e.r...Ma,........................................................................................ ProposedUse ............................................................................................................................ Zoning District ......... � `� l.C..�!.......................................................Fire District ........ . .................... ....................................... Name of Owner J.ohn...&... usanne,.Curran...............Address ..S.ame......................................................................... Name of Builder Barns,..Bu •ld ng,.Partnrship....Address P.O.Box 32.2,W.Barnstable,02668 .... .. .. .�.. Name'of Architect J.a.ne...Porter.........................Address P.O.Box 645,W.Barnstable ,..,..0...2..6...6..8 . . . ........................... ........ Number of Rooms ....2............................................................Foundation Conc. ...................................................................... Exterior ...w......Q.?...Shing.lep............................................Roofing ..Asphalt...shingle.S........................................ } Floors ......1..............................................................................Interior ..Sj eetrOCk......................................... }� ................. h Cleating ....: PlumbirSg .a.dd full.:.bath ......... ............................ Fireplace .............. . ...............................................................Approximate Cost ., 78,000 Definitive Plan Approved by Planning Board ________________________________19________ . Area ...976 S.F. Diagram of Lot and Building with Dimensions Fee . SUBJECT TO APPROVAL OF BOARD OF HEALTH ' OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...................................................... J� Douglas A. Hlousek Construction Supervisor's License CURRAN, JOHN ;SUSAINNE r mod_ A=140-146 No ... Permit for RUil.d...Addition Location ...214...Wi.an.n.o...Avenue...................... .... .. .. ....... ....... Osterville ...................................I........................................... Owner .....Joh.n...&...Susanne. . . . ...Cu.rr.a.n...... ....... .. .. .. .. .... .. .... ..... .... .. .. Type of Construction .......Frame ........................ .. .... .. • ............................................................................... Plot ............................. Lot ................................. Permit Granied ......AqTAP.t...2.5..........19 88 Date of Inspection ....................................19 Date Completed ......................................19 -A Insulation Certificate l 3 214 Wianno Ave Osterville Number and Street City Barnstable County Subdivision Lot Number Permit Number Description of Installation GARAGE ROOF Product_Open cell foam Lot Number Thickness (inches) 10 Thermal Resistance (R-Value) 38 EXTERIOR WALLS Product_Open cell foam Lot Number Thickness (inches) 5.5 Thermal Resistance (R-Value) 20 Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards. Bayside Building Inc General Contractor(Builder) License Number 05/01/2019 Signature and Title Date Cape Cod Spray Foam LLC CS - 111878 Sub-Contractor(Insulation Installer) License Number _manager:_Ivan Pauliuchenk 05/01/2019 Signature and Title Date Insulation Certificate 214 Wianno Ave Osterville Number and Street City Barnstable County Subdivision Lot Number Permit Number -Description of Installation GARAGE ROOF Product_Open cell foam Lot Number Thickness (inches) 10 Thermal Resistance.(R-Value) 38 EXTERIOR WALLS Product_Open cell foam Lot Number Thickness (inches) 5.5 Thermal Resistance(R-Value) 20 Declaration hereby-certify that the above insulation was;installed in the building at the.above location in conformance with the current Building Energy Efficiency Standards.. _Bayside Building Inc General Contractor(Builder) License Number 05/01/2019 Signature and Title Date —Cape Cod Spray Foam LLC CS - 111878 Sub-Contractor.(Insulation Installer) License Number _manager:_Ivan Pauliuchenk 05/01/20119 Signature and Title ::Date M . ARCHITECT'S FIELD REPORT REPORT NO.: 18016=19041.7 . . PROJECT INFORMATION Name & Address: Architect's Project No.. Mclean Residence 18016 214 Wianno Ave.. Osterville;MA 02655 SITE VISIT . Date: Time: . . . .. 04/17/2010 .10:30am OBSERVATIONS: Framing for the detached garage.is complete,'-modifications to the stamped framing plans dated 1/1 1/-�019 were made. to tie in the perpendicular gambrel roof to the main gambrel framing. An LVL header.was added and a post up was added to support the LVL header. Second floor: LVL header at opposite gambrel roof 3 y C . 4 i Designs by Marshall, LLC .1.7 Nelson Road . Scituate, MA 02066 �rs 1 `r �t r 2 Designs by Marshall, LLC 17 Nelson Road . Scituate, MA 02066 Ji 1 ACTION REQUIRED: Reissue drawings to show framing modification at garage. ATTACHMENTS: Dwgs A2.2 & A3.3 REPORT BY: Heather Rose Marshall { I Designs by Marshall, LLC 17 Nelson Rodd Scituate, MA 02066 r: t..� . / 12,zl/5 N F Prepared For: Marianna 8 Taylor Trust Marianna 8, Andrew E, & Brewster `•' .3n '.<L •` x B Taylor Trs �. •a �.3. Allison N McLean w' U � Cf �shn 3 • Marker °r M h Ti M h FLOOD ZONE. Fnd P Map Number ia oo � � 40 t 60 ;: j��, % 25001 CO757J .a ,0 ; •:.� t:o a E •r �. July 16, 2014 _oc a LocatioA Map. o C8 DH Q Fnd 1' 2,000±' C ° 2.q. , ASSESSORS REF.: o l Map 140, Parcel 146 New Concrete Foundation 10.5' OVERLAY DISTRICT: ; AP — Aquifer Protection District New Concrete h� Foundation ,�^^ ZONE: RC ?33. Area (min.) 87,120SF (RPOD) Approx. Septic /' (by as—built) Frontage (min) 20 y' Width (min)- 100' #214 Setbacks: Front 20' 2-1/2 Sty W/F r Side 10' I -� Dwelling 4Z2` Rear 10' a � o qj 6 2015 ."`O ��� TOWN OFBA1=-�,�,.,�. I I OF ` I Total Parcel Area I o 38 512±SF I I � ' RICHARO R L'HEUREUx NO. 34312 >� 0 ja�,� / / S 1 ApC yJQ• ' Ip Fnd / ca�°�a/ "���� �3�• ,/'/ ;' NOTES: 1.) The structures shown were located on the ground by conventional survey methods on (or between) O ' ! 25/SEP/18 and 18/DEC/18. - 0 2.) The property line information shown hereon was ilp compiled from available record information. 4'6/ic Id 3.) This plan is not for recording and is not to be / used for construction layout or deed description purposes. AO �P�e7 /Fa e 0 15 ,30 45 60 FEET Sheet # Title: Dwg # CapeSury y At 214 Wianno Ave Scale Plan Showing New Concrete FoundationS C662-5ql 23 West Boy Rd, Suite G ' Of Osterville MA 02655 (508)420-3994 (508)420-3995 fax BARNSTABLE (Osterville) MASS Date 1"=30 capesurv@capecod.net 20/DEC/18 N/F Marianna 8 Taylor Trust Prepared For. Marianna B, Andrew E, & Brewster ° 3°' • ; �'. " C B Taylor Trs Allison N McLean cf Survey` 15.7' Mary ahan u . . •t `+ • Marker MO Tr4S't O i ••b a. . . = rr� FLOOD ZONE. Fndf\ ,_Neck s Pond ,- - Map Number ; ....... 65 u°ob' .a , ; is ' • .. 25001 C0757J r A/ ';> :::�:�� � ••vo.. • July 16, 2014 23.4 / CBIDH Location Map. �� ; :`:(. i::.i:.. .:� Fnd 0 2,o0of' Existing Garage To Be Roized Ao :; ;::;::: 7 j ASSESSORS REF.: i ��h ::::::::. / r 9ys�� �:::;:: i Map 140, Parcel 146 i ' :,c " Proposed 2 Story ` . Garage w/Poolhouse 10.5 & Covered Patio , OVERLAY DISTRICT: AP — Aquifer Protection District ' Proposed 2 Story i/ hry ,, . r 1 8 Addition i'/ ZONE: i 0 RC 3 i Area (min.) 87,120SF (RPOD) Approx. Septic (by as-built) , Frontage (min) 20' r -P,po Width (min) 100' ,' #214 i Setbacks: i 2-112 Sty W/F �\ i Front 20' 1 '� // Dwelling 47.2 ;' Side 10' Rear 10' I ; / r \ \\ i � sN �� � � QQO D \ / M�. 1 J 1 1 / hA) \ l ' Total Parcel Area 38,512f SF ( IP ,r rao °�PfP 4/j r NOTES: Ir .' ; 1.) The structures shown were located on the ground by conventional survey methods on (or between) O ✓/ 25/SEP/18 and 16/OCT/18. y �d 2.) The property line information shown hereon was .SIP compiled from available record information. Fn d �oyJ 3.) This plan is not for recording and is not to be used for construction Layout or deed description oy purposes. Revisions: 01 4P�P� 0 15 30 45 60 FEET 1 16/NOV/18 — Proposed Pool Added. Sheet # Title: Dwg # CapeSury Plan Of New Garage & House Addition C662-5 1 1 23 West Bay Rd, Suite c At 214 Wianno Ave Scale 1"=30'Of 1 Osterville MA 02655 Date (508)420-3994 (508)420-3995 fax BARNSTABLE (Osterville) MASS 231OCT118 capesurv@copecod.net Q,9 N/F Marianna B Taylor Trust Prepared For. Emff Marianna B, Andrew E, & Brewster B Taylor Trs ,1, Allison N McLean 5 II • �� • •• �e r •.��� Sul•vey Moi/'oho7 •° "'� • y Marker y p rry M FLOOD ZONE. Fnd Reo� C 1ff ' T > s Zone X (ion/\J ,6303,,, ,o 5 ;% is o Map Number 25001 CO757J ' ,� � July 16, 2014IV = c � a Location Map: "' Proposed 2 Story CFnd 8 DH O� "=2,000f' Garage w/Poolhouse �4 ASSESSORS REF. : :. »;: <`` •• & Covered Patio � � . '�h Map 140, Parcel 146 Existing Garage 10.5 i :>:;.;°9@;::<:::>::`' . To Be Raized OVERLAY DISTRICT: :» AP — Aquifer Protection District , Proposed 2 Story i' hry / Addition ZONE: ; RC Area (min.) 87,120SF (RPOD) i' -' Approx. Septic Frontage (min) 20' ' (by as-built) ' Width (min) 100' ' Setbacks: G #214 ; Front 20' % ,V 2-112 Sty W/F �0H 1 �/ Dwelling 47.2• Side 10 1 , Rear 10' � G Total Parcel Area i 38 512f SF cr / / 1p Fnd °mot `,. , e Cvo/� Ni�J• 'J \\ //' /// % " NOTES. 7� 791, IV 1.) The structures shown were located on the ground by conventional survey methods on (or between) O ' // 25/SEP/18 and 16/OCT/18. ti rho, �a 2.) The property line information shown hereon was !IP compiled from available record information. Fnd °yJ 3.) This plan is not for recording and is not to be / used for construction layout or deed description (/ oy purposes. A @�f Fae 0 15 30 45 60 FEET DRAFT Sheet # CapeSury Title. Plan Of New Garage & House Addition C662_5 1 Scale 23 West Bay Rd, suite G At 214 Wianno Ave 1"=30' Of Osterville MA 02655 (508)420-3994 (508)420-3995 fox BARNSTABLE (Osterville) MASS Date / copesurv@copecod.net 23 OCT 18 CA i i i i a r � J J � t C'q \co 1p�1ppv X 'O L,,,; AI) Gc7v�'� r. s�-a��-oGy� �v o !t r s pc�o ?8,!g Pc nnPO ,o POOL �0 1. 0 e ROA%MAN r ow Af®r OPE Sw 5 1 t Barnstable Bldg Dept. Approv d by' mPermit C\P 1, F. CL)&w T .N Ally?om pfl`fl 1SINC /�1�L � � C vl]N-bw 29.2016 12:36:5W311I PM o D D Ao D� g� Fn o P Im c M CO Z -V Ilk" O z CN c 5 Z r r �m C) ;:oNp r N Z O Z C S O D �o C7 -D m W �D w� rnm n mrn pv n1 ry � ;I rA m C3 o CA ,a V) Sam 4z 0 m 2!too =ON ;00 �mm (n Van c mPA �m I r.2xo V) « ;0 0 A •'IC�* O v �� C7 95 - AM co rn �0o O0 CC,r m _ z 24" MIN. 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SIGNATURE IN RED INK ON PLAN. 1201 N.Tustin Ave. y engineering Anaheim, California 92807 N THIS DETAIL TO DE USED IN CONJUNCTION inc. Fax:(714)630-6114 WITH STANDARD POOL STRUCTURAL PLAN Phone: (714)630-6100 c �v L`LLB• * . �L� -_z- � � __ LZz � `rLL�� -a w L z 3�.=„tiiii i i i ` ��� ��t► �e ��a � � L� Y� Z L L ' ��iZ � L�pj ysv '� �� �► n������rater. ��� � ��LCL� �� �iiiiriii - l; � ♦ �� � _`�� ��Z� ?�Z �yy iiiv rill �i 3 "Lc��iii'c�vi�iiiii� ■11 -CZLZi L_ � �L ASD Z �3.�Z�L� ���.viii���co• '�i' —� / ' IIDI1 `a�LL a` "LL:.LK �e�wZZ��`�` ZF��,L��`�A �3 Z������a ��v�iS�'������ �� I � �' •r, Ir it I "a`�j`��a ` aL `�LLLL` '� `�•SL L� .c���Z'L"�_ � iry i 1 � ' DI � I ' I L��La`��as �;:�L� L� ` . ��L:�����:� ���L�"�L�_•����. 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'I•j`!�� f�; I�i�� � 1 I all � 0 nll ` �,1,, 1 1� ■ �� 11-�a1 i �'f 1 I D����,,.__ i 1 il ( i,` D 1 1 it �I �, I 1 II "� � ;1 � � � � �.a !♦_.'��9 ill i 1 ID 11 la, I 1 11 1 1�� 1"I ' 1 1 1 n BE MAIN I 1 I111 un — . . ........ .. . . ..... f REMOVE ROOFS BELOW 55 y III I IIII 'IS �i1�II ICI I,IIII I I I 11 IDS'Il I I 1 I 1 I REMOVESUNROOM STRUCTURE ENTIRELY IqI SUNROOM Icy REMOVE BAY WINDOW I I tl ® 8 EXTERIOR WALL I s I I p I ♦ I l�pr I J V ---- L ——— I II _ I REMOVE pTCHEN(CABINETS, 91� COUNTER TOP,APPLIANCES, FIXTURES AND FINISHES) I II III UNDRY Ilr-J I '" PANTRY i III I I I I I i I I I I y(IIII } irr�t, lit{ �I `� I III I I I L-- L_J I I I DEN MOVE PORTION OF EXTERIOR D HAtI REMOVE STEP I / I I I WALL TO EXTEN DN I I I \\\\\\\\\\\ �I ,ENTRY KITCHEN MOVE WIND �o ♦;;� =-_ ROOF PLAN <�i REMOVE SHOWER REMOVE BATH �lJ I n 3 1�8 - On AND REMOVE cL I I-=cL F, WINDOW J— C -j-I—REMOVE BAMROOM INCLUDING ` PLUMBING FIXTURES a FINISHES I ABOVE rr�___ BEDROOM 9\\ I:( �II p I I ill BEDROOM IIII L--—=J REMOVE WINDOW--f• CASUAL DINING REMovE BATH REMOVE WALLS \ r REMOVE PORTION OF BIFOLD DOORS WALL FOR NEW DOOR 9 DN \� ----- xJ-� �--O L----- OVE WINDOW BATH HALL CL CLE CL REM { _DN -- - I.. JL REMOVE DOORS REMOVE WALLS EXISTING CHIMNEY TO REMAIN . f L� REMOVE BATHROOM,INCLUDING I .PLUMBING FIXTURES d FINISHES UP - I' 4 l� BEDROOM - FORMAL .I:' BEDROOM DINING REMOVE PORTION OF 'I. FAMILY ` r WALL FOR NEW DOOR ROOM1� HALL --' '--.----.-. 'f DEMOLITION LEGEND: EXISTING TO REMAIN Lm OW (WALLS,DOORS,WINDOWS,ETC) DEMO CONSTRU CTION _Lll>LJ�-S��L c p (WALLS,DOORS,WINDOWS,ETC) DOG, ,� .•�.. . �� ENTRY GENERAL DEMOLITION NOTES: y7 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION OR CONSTRUCTION.ANY DISCREPANCIES RELATING TO THE DRAWINGS SHALL BE BROUGHT TO THE REPLACE FRONT DOOR,DOOR ARCHITECT'S ATTENTION. STYLE TBD BY OWNER , 2. CONTRACTOR SHALL REMOVE ITEMS TO BE DEMO-D _ AS INDICATED ON THE DRAWINGS WITH CARE AND NOT TO DAMAGE ADJACENT WALLS,CEILINGS, l\FIRST FLOOR PLAN n SECOND FLOORS AND ETC FLOOR PLAN _ Designs 6y Marshall,LLC MCLEAN RESIDENCE DEMO FLOOR PLANS 17 N.1—Road PROJECT NO.1801&KITCHEN RENO&UPSTAIRS ADD D,e' �dNma,MA 02066 .».» 214 WIANNOAVE.OSTERVILLE,MA 02655 "1 TALL CABINET LEGEND: TALI CABINET FOR CLOSET OPEN CUBBIES ABOVE FOR FOR CLOSET • BASKETS(MITTENS/HATS) CROWN MOLDING "D 6'SHIPLAP WITH REVEAL • COLUMN OOII/ \\�lO BUILTNN LOCKERSABOVE ARCHED OPENING PICTURE LEDGE OVE HOOKS NEW CONSTRUCTION LEVATION TAG (WALLS,DOORS,WINDOWS,ETC) 7 g101 1 EXTERIOR / E 2W-S r 9r—'1P— , EXISTING CONSTRUCTION t (WALLS,DOORS,WINDOWS,ETC) OPEN ` 1 q1 Ol , INTERIOR r TO to ELEVATION TAG KITCHEN b S� SMOKE DETECTOR N HEAT DETECTOR 1 29'-S +/- _ �C; CARBON MONOXIDE DETECTOR 1 BUILDING 9'-11' VIF 6-4' 6'-4- 3'-5* EC EO _ 33' K' 1.6 VERTICAL BOARD AO WINDOW TAG A101 SECTION TAG . OPEN CTIBBIES BELOW FOR SHOES , O DOOR TAG V`�ABI • n INT ELEV(MUD) n INT ELEV(MUD) n INT ELEV(MUD) gloT SECTION TAG L. 1�4.=1,•D„ L, 1�4„ O (D 0 F - ABBREVIATIONS: WINE BAR TO BE DESIGNED BY KITCHEN SUPPLIER, AFF ABOVE FINISH FLOOR MTL METAL RO ROUGH OPENING DW STORAGE COORDINATE WITH THEIR DRAWINGS L�Ju 1 I OA ARCHED OPENING BD BOARD MR MOISTURE RESISTANT SIM SIMILAR L I o COW CONTINUOUS NTS NOT TO SCALE T TREAD B.t COORDINATE WITH pTCHE DESIGN (S) FOR FINAL LAYOUT I `^ DIA DIAMETER OPNG OPENING TYP TYPICAL - c KITCHEN I a EXP EXPANSION PLYWD PLYWOOD VJF. VERIFY IN FIELD INFILL EXTERIOR WALL AT C OPEN TO KITCHEN BEYOND \ E%T EXTERIOR PT PRESSURE TREATED WD WOOD REMOVED WINDOW STEEL POST UP, . I ` . 11 . D SEE FRAMING ALIGN FIN FINISH PTD PAINTED COORDINATE WITH KITCHEN I EXISTING ' BOOKCASE GWB GYPSUM WALL BOARD R RISERS) DESIGN FOR FINAL LAYOUT FRIDGE I 1 () L;•,�a..r 1`;ti})i v - i S AND WINE - a i COLUMNS STEEL BEAM ABOVE, COOLER _ ____ ___ WALL SEE FRAMING PLAN GENERAL NOTES: OVEN A21 2 1. CONTRACTOR SMALL VERIFY ALL DIMENSIONS INCLUDING ROUGH OPENINGS PRIOR - � � p. D INT ELEV(SITTING/DEN AREA) TO PROCEEDING WITH WORK. 1\ PANTRY 1 4"=1�-D"/ 2. COMRAROR SNAIL PROVIDE SEPARATE ENGINEERED DESIGN BY A REGISTERED O�fl i)0 O D O PROFESSIONAL FOR ALL ENGINEERED ELEMENTS AND SPECIAL CONSTRUCTION. 3. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL TEMPORARY SHORING AND SUPPORT. BUILT-IN WOOD 1 '�\ �•T 5•-D• CASUAL OR UPHOLSTERED 4. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL CURRENT CODES AND DINING LOCAL ORDINANCES. HEADBOARD ` A LL— SHIPLAP WAIL FINISH OPEN SHELVING 5. ALL INTERIOR PARTITIONS BE 2x4 WOOD STUDS AT 10'O.C.WITH I/2'GWB ON UNLESSI EACH SIDE,UNLESS OTHERWISE NOTED ROOF R �OVE /� �y. ' I I WITH COAT HOOKS t 9'-4' `J J/ 6. CONTRACTOR SHALL USE EXTREME CARE IN LOCATING,PROTECTING,AND ENTRY �'_!I �(jVI,L t Al 1 8 �� BUILT-IN SHELVING ON BOffD SIDE OF HEADBOARD, RELOCATING ANY AND ALL UTILITIES ASSOCIATED WITH THE PROPOSED PROJECT W REBUILD ` 1' ENTRYO OPENINGS STEEL POST UP, SEE SECTION ACCORDANCE WITH THE OWNER AND DESIGNATED UTILITIES REPRESENTATIVE ENTRY STEPS SEE FRAMING y( DIRECTIVES. •�`„o " „-, --et N 1�- LJ WALL SCONCES 7 ESTABLISHING NEW ELEVATION HEIGHTS RCTOR/OWNER SK41L BE OM EXISTING TOPOGRAPHY LE FOR GRADE SAND --_ _ I Ea BUILT-IN DESK _________________ o PIT=OUTLETS ;! NEW b ®_ _ TNIGHTSTANDS 33' STEEL POST UP, BOOKCASE BAR SEE FRAMING l STEEL BEAM ABOVE, p 0 _______ 0 b �I DOOR SCHEDULE SEE FRAMING PLAN £ _____ BU T.IN BUILT-IN BENCH COORDINATE WITH KITCHEN DE GN a �-' -- WITH LOCKERS,SEE FOR FINAL LAYOUT W I GHTSTANDS DNOOR WIDTH NEIGH TYPE NOTES INT ELEV BUILT-IN FUII _ 3'-LY L 3'-D' I* 12' 47' D SITTING C SHELVING ALL 'I KIN PL 1 3'-0- 6'-B' SWING(SINGLE) 15 LITER,PROVIDE WEATHERSMPPPIG 2 7-4' 6'-8' POCKET(SINGLE) DEN L FRENCH DOORS,IS IRES,PROVIDE A7.1 BATH 3 6'-0' 6'-8' SWWGIDOUBLF) WEATHERSTRIRWG / n INT ELEV(MASTER) n INT ELEV(DESK) _ \/ 1�4"=1,A. 1U 4�=1-0� 4 5-0' 6'-8' SWNG(DOUBLE) DIMENSION 8 CATQi WIRDWARE,VIF Y 5 2'-8- 6'-8- SWING(SINGLE) FRENCH DOOR IS UTES 6 7-6' 6'-B' SWWG(SWGIF) N MOUNTED CL i.', //_� 7 5-0' 6'-8' SwP1G(DOl18LE) PROVIDE BALL 8 CATCH HARDWARE l� CON WALL 8 5-0" 6'-8- SWING(DOUBLE) PROVIDE BALL B CATCH HARDWARE -Y 6'-8' SWING(DOUBLE) PROVIDE BALL 8 UTQi HARDWARE EXISTING ON BUILT-IN 10 2'-4' 6'- BOOKCASE DESK 8' SWING(SINGLE)_ PROVIDE BALLS UTOi HARDWARE 11 2'.6' 6'-8' SWING(SINGLE) ! EXISTING 12 2'-6' 6'-8' SWING SI FIREPLACE 13 5'-0' 6-8' SWING(DOUBLE) PROVIDE BALL&CATCH HARDWARE L OFFICE 14 2'-6' 6-8- SWING(SINGLE) AREA 15 2'.6' 6-8- POCKET(SINGLE) -16 5'-O' 6-8' SWING(DOUBLE) PROVIDE BALL&CATCH HARDWARE 17 2'-6' 6-8' SWING(SINGLE) 4 18 2'-6' 6'-8' SwING(SINGLE) 19 2'-6' 6'-8' __ (SINGLE) PROVIDE BALL 8 CATCH HARDWARE L 20 2'-6' 6'-8' USED OPENING FORMAL { 1 21 2'-6' 1 6-8' 1 SWING(SINGLE) DINING _ UP - `y DOORS NOTES: !! 2 1. DOORS NOT DIMENSIONED,ASSUME IAMB TO BE 4'OFF ADJACENT WALL OR CENTERED I 2. BASIS-OF-DESIGN: ' A. EXTERIOR:ANDERSEN 400 OR ARCHITECTURE SERIES ----------- - ---------- - ,I FAMILY B. INTERIOR:SIMPSON ROOM CL WINDOW SCHEDULE WINDOWn TAG WIDTH HEIGHT SIII XEIGNT TYPE NOTES PIACE DOOR IAWAINSCO WOOD SURFACE/TRIM FOR D l� / FOR URABLITY.BASE BID:INSTALL 1.6 PTD WHITE BOARDS HORIZONTAL 8 VERTICAL TO CREATE A ENTRY j PANELED WALL.FINAL DESIGN TBD BY OWNER. B 7.10' 4'.0" 3'-0' DOASEME LNG LFTES 6OVERI �'I � C 2-0' 4'-0' 3'-0' CASEMENT BL7fE$ O 1• D 2'-0' 2'-0' 4'.6* AWNING 3 UNIT,4 LJTES h Sl DOUBLE HUNG 6OVER,60VER I F 2'-6' 4'-0' 2'- 6' DOUBLE HUNG 6 OVER I G 3'-4' 5-4' DOUBLE HL44G 9 OVER 1 •- - H 2'-0' T 0' 34-8' FIXED OVAL,4 LITER INSTALL NEW RAILING SYSTEM AT EXISTING STAIRS t WINDOW NOTES: &RRST FLOOR PLAN FLOOR PLAN I. VERIFY WINDOW OPENINGS WITH WINDOW MANUFACTURER 1 I O" A2 t 2. BASIS-OF-DESIGN;ANDERSEN 400 OR ARCHITECTURE SERIES,FULL DIVIDED LITE. Designs 6y Mahall,LLC..o MCLEAN RESIDENCE �...e FIRST FLOOR PLAN, D rs Mmr>ou n esigoad 1 : N DLEGEND/NOTES/SCHEDULES&INTERIOR n R 17 PROJECT NO.180 KIT RE NO KITCHEN 6 C E &UPSTAIRS'ADD � Al.l ..I..I.,MA 02066 214 WIANNO AVE.OSTERVILLE,MA 02655 ELEVATIONS ..4..wer-•,•.•m. Iogmoie Homo.. V.••� r 1 ::::: �::��ttttttttttY_: © ,® :::t111.1.t1..••: I� It,`.ttltltt. Ionia 6 0 Ma al is Itttt/ttt..-.. • i RE c::.::. . . . .:':I anon•.•: 4�tttt 4�tlttt••._-_- I.1 .1 ttt. . •:... . 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STAINED WHITE CEDAR SHINGLE SIDING " RED CEDAR SHAKE SHINGLES - yyyy,�� .vl� II.11.l� l L i f I 4 >i .l Jl f 44 ( TRELLIS ABOVE GARAGE DOORS L i i I L L u' 1 II 7 II T fTi n 11 n ABOVE G_PA.GE (� ❑❑❑❑ ❑❑❑❑ .I l 1 , f ❑❑❑❑ ❑❑❑❑ '•1' II I I I11 I I TI T II III III MUM" I'll 1 1 T ITI •I Il rl II I II I I11 II I T II 111 I I II I — GRADE i .�Y � -�, ryL��ti L �� I'� Y ��•D� rLr � ... s f X p n EXTERIOR ELEVATION(LEFT) rl EXTERIOR ELEVATION(FRONT) 1 EUI l I ABOVE GARAGE I I ]] 1 ri�t}t{�� t{{II Y y • I T M.'rY • ( i ..I , I III I~ I 'f COUNTERTOP ❑ J) ® L II 1. l l l L .l DGENDER O 1 STONE COUNTERTOP )�I + E%TENDED FROM KITCHENETTE I I I I 1LL ffII 4 Y —GRADE OUTDOOR SHOWER .. --OUTDOOR —DOUBLE SLIDING OR SHOWER FOLDING GLASS DOOR rl EXTERIOR ELEVATION(SIDE) n EXTERIOR ELEVATION(BACK1/4 Designs by Marshall,LLC MCLEAN RESIDENCE EXTERIOR ELEVATIONS(GARAGE) I./II/„I. n, v N.1—Rcaa PROJECT NO.18016:RENOVATION&GARAGE A2.2 ..ammo,MA 02066 ao 214 WANNO AVE.OSTERVILLE,MA 02655 �. ..e..o,a,.n,.,,.,.. ..IOPe/MIe lxloss... W'•I•� BATT INSULATION 2.6 WOOD STUDS FRAMING DETAILS(110 MPH): FRAMING NOTES(TYPICAL): VAPOR BARRIER WFCM 110 MPH 2O12 WOOD FRAME CONSTRUCTION MANUAL 1. CONTRACTOR SMALL VERIFY ALL BEAM,JOIST AND HEADER SIZES AND SPACING WITH THE PTD 5/8-GWB SIDING,SEE ELEVATION APPLICABLE BUILDING CODES,CONDITIONS AND TYPE/GRADE OF LUMBER.NOTE,ALL LUMBER FINISHED FLOOR SYSTEM ON TOP OF FOR TYPE SIZED ON FRAMING PLANS ARE BASED ON DOUGLAS FIR-LARCH GRADE#2 OR BETTER. 3/4-PLYWOOD SHEATHING / WALL OPENING; (1 (1 1 2 THING 2. All HEADERS ARE D,BE 2 2x FOR 2x4 STUD WALLS AND 3 2z FOR 2x6ING LOCATIONS. MIN,UNLESS SHEATHING HEADERS SMALL BE PROVIDED OVERALL EXTERIOR WALL OPENINGS.HEADERS SMALL BE SUPPORTED OTHERWISE NOTED,SEE FRAMING PLAN FOR HEADER SIZES AT LOAD BEARING LOCATIONS. BAn BY WALL STUDS,JACK STUDS,HANGERS,OR FRAMING ANCHORS.REFER TO WOOD FRAME 3. ALL CORNERS SHALL BE WIND BRACED WITH(2)-2x4 LET IN AND SOLID CORNERS. INSULATION BUILDING PAPER CONSTRUCTION ANNUAL 110 MPH EXPOSURE e 4. PROVIDE COLLAR TIES AT UPPER 1/3 OF THE VERTICAL DISTANCE BETWEEN RIDGE BOARD AND WITH VAPOR 2.FLOOR JOIST,SEE CHUNG JOISTS.COLLAR TIES TO BE AT A SPACING OF NOT MORE THAN 32 O.C. BARRIER FRAMING RAIDS FOR SIZE 3. (2)2.6 WOOD SINS SHAH HAVE CONTINUOUS SILL SEALER AND TO BE ANCHORED TO THE 2.6 PT SILL RATE FOUNDATION WALL,SEE FOUNDATION PLAN FOR LOCATION 8 SPAONG OF ANCHORS. FLASHING DOUBLE TOP PLATE 6. REFER TO STRUCTURAL MEMO DATED 09/18/2018 FOR STEEL FRAMING ' SILL SEAL INSULATION �-- � ' REBAR,REFER TO IRC 2015,R404.1.2—F PLATE UPLIFT STRAP DESIGN LIVE LOADS PER IRC 2015 BUILDING CODE TABLE R30I.S. 10'CONC FOUNDATION WALL WITH FOR SIZE,OUAMItt,AND (REFER TO TABLE 7 8 81 12'x24'CONC FOOTINGS,TYP LOCATION L CONCRETE FOUNDATION UNHASITABLE ATTICS WITH LIMITED STORAGE: 20 PSF ___ WALL,SEE FOUNDATION HABITABLE ATTICS WITH FIXED STAIRS; 30 PSF NOTE:PROVIDE(2)44 BARS AT TOP OF 1/2 DIA ANCHOR BOLTS AT 5'.0-OC _ — —+ '.+� ' _ _ PLAN FOR SIZE BALCONIES(EXTERIOR)8 DECKS: 40 PSF BOTTOM V.0'+/.IN FOUNDATION AND 12'FROM CORNERS,TYP 1/2•DIA.ANCHOR��� ;; III—III GARAGE: 50 PSF _ y DAMPPROOFING WALLS AND IN FOOTINGS,TYP. ROOMS OTHER THAN SLEEPING ROOMS: IOPSF III=III— I, SLEEPING ROOMS: 30 PSF — — — 2'RIGID INSULATION 9'-11' - —III—III—III ALONG FOUNDATION DOUBLE HEADER STAIRS: 40 PSF II—III—III II—III=III- WALL —III—III—I I —III= = FRAMING NOTES(110 MPH): A .III—III—III—I I III — CONC.FOOTING,SEE JACK STUD T FOUNDATION RAN FOR SIZE 1. CONTRACTOR TO REFER TO THE WFCM 110 MPH 2O12 WOOD FRAME CONSTRUCTION ' A3.1 —III—III—III `,-• I I—III— I MANUAL FOR ADDITIONAL FRAMING REQUIREMENTS •III=III—III—I I •�!••:.'_. GRAVEL AND PERIMETER WINDOW SILL PLATE 2. ROOFS,CEILINGS AND FLOORS ARE DESIGNED AS DIAPHRAGMS,WHICH RECEIVE LATERAL DRAIN REQUIRED IF SOIL IS LOADS FROM ROOF AND EXTERIOR WALLS AND TRANSFER THESE LOADS TO SHEAR WALLS. 3. PROVIDE STORY-TO-STORY LESS THAN USCS GROUP 1 A. EXTERIOR WALL CLADDING SHALL BEINSTALL D PER THE MANUFACTURER'S INSTRUCTION :.. D LATERAL CONNECTIONS •......•:.' .: ,...":, r ., ' �. — PER IRC 2015,R405.1 V I—I I I—I x, ,°'; - I- BOTTOM PLATE FOR WIND SPEED OF 110 MPH EXPOSURE 6 3-SECOND GUST it ———_————_b. ——— — — — — I —I I I—III •'" I 5. PROVIDE HOLD DOWNS AT EACH FULL.HEIGHT SEGMENT OF END OF WALL LINE MSS 4x4x 1/4 STEEL POST UP I LOUVER VENT 6. PROVIDE STRUCTURAL PANELS FOR EXTERIOR WAII SHEATHING LOUVER VENT (REFER TO STRUCTURAL MEMO DATED 09/I8/2018) I 2'-0'x 6'OR I SO FT I —III—I •.. ";: ",'•�. '`•�:" I STRAP TO FOUNDATION 7. AT RIDGE BOARD AND/OR BEAM,EACH RAFTER SHALL BE CONNECTED WITH A RIDGE STRAP 2'.0'x 6'OR 1 SO FT I -III—III— •'.: .2.•x- I u IT �IIIII�IIIII�IIIIiIIIII�IIII�IIIIiIIIII�II' I PROVIDE ACCESS PANEL T TO NEW CRAWLSPACE I I _ PLYWOOD SUBFLOOR ry ALIGN „ , L_______________________________ _ u •. .: STEEL BEAM,SEE FRAMING ----- -- - A FOUNDATION DETAIL )'0" _ SECOND BFLOOR PROVIDE ACCESS POINT BETWEEN 1/2 BOLTS AT 16'OC, BASEMENT AND CRAWLSPACE NOTE REFER TO STRUCTURAL STAGGERED TOP AND BOTTOM MEMO DATED 09/18/201 a FOR CONTINOUS WOOD ---- - - I MORE INFORMATION ABOUT BLOCKING CONNECTION JOIST HANGER EXISTING CRAWLSPACE\ I C Q CROWN MOLDING 1/2 PLASTER AT CEILING Ix3 AND AROUND STEEL BLOCKING BEAM I 1/2'x 1'PTD WOOD TRIM NOTE:RAFTERS SECURED WITH HURRICANE LIPS g STEEL BEAM AT JOISTS HSS 4x4x I/4 STEEL POSTS UP 1 I�2"—I'•D" (REFER TO STRUCTURAL MEMO DATED 09/18/2018) LA RIDGE VENT FUDGE BOARD r——______ —— I I ROOF CONSTRUCTION EXPOSED RAFTER TIES EXISTING CONC FOUNDATION WALLS 8 FOOTINGS ASPHALT SHINGLES I \\\\\\\\I VAPOR/AR BARRIER I I 5/8'PLYWOOD SHEATHING BATT INSULATION I I WOOD RAFTERS(SEE FRAMING) II I II I A i I I IT-e- II I I I OPEN SHELVES ON SIDE OF BUILT-IN HEADBOARD MASTER C EXISTING CONC SLAB \ FLOOR CONSTRUCTON FLOORING(T TO BY OWNER) 3/4'PLYWOOD SHEATHING A3.1 STEEL BEAM,SEE FRAAVNG ROOK JOISTS(SEE FRAMING) SECOND FL_.f1�1 I I J �� I I I I I I I I EYTERIOR WALL CONSTRUCTION Ip' SIDING(SEE d VAPOR/AIRBARRIER BARRIER I 1/2-WOOD STRUCTURAL PANEL SHEATHING LICHEN BAIT INSULATION 1� I I 2x6 WOOD STUDS AT 16'OC Intl I 5/8'PTD GWB A IL----------------------------- ------------i L------------------------------------------J ❑ ❑❑❑ ❑❑ FIRST ROOR EMRY L UNEXCAVATED_— _ _ 1—III—III—III—III JI—I II fill I—III—III=III—ICRnwLSPACEI—III— I I—III—III—III—I I I I—III—I II %1ST NG CRAWISPACE� -III—III—III=I I—I I " III—I'I I—III—III—I I I—I I I—I I I—I I I—III—III I I IS I E I I I—III I I—III—III—I i I —III—III—III—III-., -IIIIII—III—III—III—III—III—III—III— I-1aa=1 I I-1 11=..;.; III—III—I I I- -I I I—I I I—I I I=1 I=I' II—III—III—III—III—III=I I I—I I I—III—III—I I I—I I I=III—I I — —I I I—I I I—I I f11�Itl-ltf=hll=ltl��tHIf�111=ItI�H1�tIHtI��H=tli-fH�IIi_ _ — ` IIIIII1=1IIIIIIIMIIIIIII1FIIEdIIIIIIIIIIIIIEdIIIIIIIIIIIIIIIIIII1=1IEdIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiII 111-III-III-III=III-III-III,-III_III-III-III=III_III-III=III-III=III=III=III-III=III-III-' n SECTION 1/ - •n°FNI° Designs 6y Marshall,LLC MCLEAN RESIDENCE SECTION,FOUNDATION PLAN&DETAIL 17 N.1—Road PROJECT NO.18016;KITCHEN RENO 8.UPSTAIRS ADD of rn' xoo�a A3. FOUNDATION PLAN FM s°lw.ta,MA 02066 214 WIANNO AVE.OSTERVILLE,MA 02655 10I"J1010 �, �t • - ' LVL HEADER ABOVE ' ' - (SIZED BY LUMBERYARD OR ENGINEER) - ' DOUBLE SILL PLATE BELOW (2)2.6 13)2,6 .HEADER ABOVE HEADER ABOVE RIM BOARD • _. - .. � �. - T - (2)2.6 HEADER"ABOVE a m „< HSS 4x4x 1/4 STEEL POST UP ' rl (REFER TOI6'STRUCTURAI MEMO 2a DATED 09 18/2018 w _ -- IOITSAT OC JOIST HANGERS LEDGER BOARD LAGGED TO EXISTING STRUCTURE PROVIDE JOISTS AT REMOVED SUNROOM - - - (VERIFY IN FIELD ACTUAL CONDITION - ' VL BEAM ABOVE - (SIZED BY LUMBERYARD OR ENGINEER ry I UIID UP ENTRY FLOORiq ' TH 2z SLEEPERS ONTOP ' I 2x6 JOISTS OF EXISTING FLOOR AT 16'OC XISTING JOIST HSS 4x4x1/4 STEEL POSTS UP\ I REFER TO STRUCTURAL MEMO DATED 09/18/2018 NEW ROOF OVER ENTRY,SEE SECOND FLOOR FRAMING 2.8 RAFTERS 2z8 RAFTERS - - AT 16'OC AT W OC ' TRIMMER RAFTERS _ XISTING JOISTS HEADER RIDGE BOARD �\ CRIPPLE RAFTERS 2.8 RAFTERSRRST FLOOR FRAMING PLAN AT 1 a'o 1/4"= ' - TOP PLATE BELOW 2,6 RAFTERS AT 16'OC BELOW LVL HEADER ABOVE ' (SIZED BY LUMBERYARD OR ENGINE 1 STEEL POST DOWN IMMI FLUSH MOUNT W STEEL BEAKMEMO FAUX RAKE ' (SEE STRUCTURAL MEMO DATED 09/18/2018) Q 1 LVL BEAM ABOVE (SIZED BY LUMBERYARD OR ENGINEER) - 2x6 RAFTERS A7 16'OC BELOW %ISTING RAFTERS ISTING RAFTERS 2x10 JOISTS 2x10 JOISTS AT 16'OC AT 16'OC �f °' I 2x 10 JOISTS I I JOIST HANGERS .2 - 9 AT 16'O EXISTING ROOF FRAMING BELOW TO REMAIN %ISTING RAFTER 2)2.8 HEADER ABOVE ' .1' ASSUMED EXISTING GIRDER/HEADER 7 LUSH MOUNT W 12x79 STEEI BEAI.\ - SEE STRUCTURAL MEMO DATED 09/18 2018 cG �< .2 JOISTS iz EXISTING ' STAIR OPENING n ROOF FRANJNG PLAN ... . 1'-0" - - SECOND FLOOR FRAMING PLAN - Designs 6 MorshDll,LLC 9 Y M 6:KIT RESIDENCE FRAMING PLANS .oJIIM - ®. q n N,I.,MA 02 PROJECT NO.18016:KITCHEN REND&UPSTAIRS ADD A3.2 ` . ^al,m,,MA o2066 w 214 WIANNO AVE.OSTERVILLE,MA 02655 _tea.—.,,m �om/A�elonoo.,, ./.•.ro' i I i i I i i i I i �� ��� ®� <o� 2�� � �� � 2s � n , �� i �� „ NOTE: NOTES GENERAL> BENCH .AND STEP OPTIONS SLOPE EARTH SURFACE 1 4 PER TABLE N0. 1 OWNER „ BOND BEAM HORIZONTAL BAR S MAY BE 1. THIS STANDARD'PO OL STRUCTURAL PLAN 1.KEEP SHOTCRETE GUNI MUST'BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING TE DAMP CONTINUOUSLY FOR 14 DAY STEEL FOOT OR SLOPE DECKING 1 8 TO ' WING ( ) S AFTER INSTALLATION. L UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING / _ IOVER OR UNDER VERTICAL BARS.' NON EXPANSIVE EXPANSIVE NO DECK IGH EXP. BUILD G SURCHARGE POOL& OR SPA SHAPE'DEPTH.AND DISTANCE 2.D0 NOT TURN„ „ /H E TO PROPERTY LINE, SLOPES AND STRUCTURES. > ON LIGHT WHEN POOL IS EMPTY. EARTH CLEAR FROM EARTH). 1 4 PER FOOT AWAY FROM POOL. I SHOULD BE PLACED'AROUND'THE STEP OR BENCH SHAPED E (3 ) / TYPICAL INCLUDING ALL SPECIAL DETAILS. 2: REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPEC TED THE:SITE & ARE RELYING ON 3.DO NOT USE BLACK.RUBBER HOSE WHEN FILLING POOL IT MARKS THE PLASTER). INFORMATIO N PROVIDED BY THE CONTRACTOR ( STER) AN BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE GUNITE WITHIN T OR OWNER TO DETERMINE THE ADEQUACY OF THIS 2 THE EARTH MAY BE REMOVED D E L O A B C D STANDARD POOL STRUCTURAL 2 STORY WOOD CTUR L PLAN FOR.THE ACTUAL SITE:CONDITIONS. SHOULD SITE CON GLAZING THE STRUCTURAL POOL SHELL`REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL qp V DITIONS GIN HAZARDOUS LOCATIONS L APPROVED SEALANT RECOMMENDED (PER VARY FROM THAT COVERED BY THIS I FRAME BUILDING S STANDARD POOL STRUCTURAL PLAN IT IS THE RESPONSIBILITY ,WHEN REQUIRED 0 BY THE BUILDING NTT C DETAIL 8. REQUIRED W EXPANSIVE SOIL. LAZING SHALL COMPLY WITH IBC SEC i # ) 0 / VE <, �., - 'AF'THE CONTRACTOR OR THE TO NOTIFY POOL ENGINEERING SECTION 2406.4.5 BASIC.GRID 3ER NG INC: AND OBTAIN APPLICABLE # 1500 FOOT MAX. INCLUDING LOCALLY ADOPTED AMEND TABLE 1 TABU 5 #/ AMENDMENTS. E „ COPING SPECIAL PRIOR 70 CONSTRUCTION. EXPANSIVE SOIL DETAILS.ARE VALID. ONLY AR 0 12 O.C. _BARS __ _ 1.GLAZING IN WALLS AND F FOR T FENCES ENCLOSING N SATED EQUIVALENT FLUID PRESSURES N INDOOR AND OUTDOOR SWIMMING r•'� co 0 o m AND POOL ENGINEERING INC. RECOMMENDS THAT THE POOLS, HOT TUBS 'BOND BEAM .: A OWNER OR CONTRACTOR AND SPAS WHERE ALL Of THE FOLLOWING CONDITIONS ARE PR DRAIN SEE DETAIL 1 & 12. OBTAIN A SOILS REPORT. PRESENT. WATER SURFACE. A. THE BOTTOM A # # EDGE OF THE GLAZING 3. THIS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN Z G ON THE POOL OR SPA SIDE IS LESS THAN 60 INCHES I .TABLE TABLE TABLEEN THE CONDITIONS AS DECKING. MINIMUM ,,, `.ABOVE A WA APPROX. 3 BELOW � SHOWN IN DETAIL: 3 APPLY PER IBG SECTION :7 WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING, AND WDTH_PER LOCAL B. THE GLAZING IS WITHIN 60 IN' CHES NOR p 4.'THE STANDARD HORIZONTALLY OF THE WATER B 1.4 4 3 BAR POOL SIRUCTURAI PLAN IS NOT INTENDE SEDGE OF A SWIMMING E F G BOND BEAM. � , ,, . O # S. (4) BARS. 4 3 BARS. : D TO BE APPLICABLE TO NONyy ,. #3 O # POOL OR SPA, BUILDING CODE. o ., N STRUCTURALiTEMS INCLUDING BUT NOT LIMITED'TOPLUMBING'ELECTRICAL FENCING CONCRETE„ \ J tr 30 P. .F E.F.P. 0 45 - �� P.C.F. 62.4 P.C.F. 45 P.C.F. `' : Q 3 0 MIN. z �.^���.. 'DECKING AND POOL GEOMETRICS. s o Q m 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM'C ENCLOSURES AND SAFETY.DEVICES �, CONSTRUCTION AND DOES NOT ' ¢ z VERTICAL VERTICAL VERTICAL VERTICAL 1 T L _. 1 cn DEMONSTRATE A SYSTEM THAT WILL , 11 i ¢ D R C C T L RESIST HEAVING DUE TO SOIL EXPANSION: I t 3 J *,\� � ¢ C 'C - 1.PRIOR TO FILLING, THE AND OR SP (. ( A SHALL BE COMPLETELY ENCLOSED BY 4 MIN. HIGH I -o n _ STEEL STEEL STEEL STEEL ¢ x z 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING „¢ n o CODE FENCING & GATES WITH NO OPENINGS GREATER C. c� oORDINANCES. TER THAN 4. GATES TO BE SELF CLOSING &m COPING w i „: - ,. „ „ ,. ., ,. „ ,. ,. AND LOCAL I o � w _ z ¢ 30 1 0 3 3 0 12 3 3 rn 3 3 ® 12 3 1 3 � - # ® 2 3 ® 12SELF LATCHING WITH LATCH A MIN. OF 4,HIGH. WHERE NO R.B.B. � I I o � # # # ERE THIS VARIES FROM LOCAL CODES, THE rr o o __ _..___ _ _, 7:POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURERS POOL GEOMETRIC a,.__... o- w A Q z o- „ LOCAL CODES SHALL PREVAIL. a,:. LR. ,. ,. „ e r < STANDARDS AN m _ ." 3 AND/OR LOCAL CODES. = � ' � € � ¢ 36 1 0 3 3 / €:_ I _ „ , 3 2.WHEN REQUIRED BY THE BUILDING E t,,. Q OFFICIAL, BARRIERS SHALL_ __.,T __ H COMPLY WITH IBC SECTION 3109 o �.T._. .w ¢ -- - - 8. SIGNS'&SAF TY E E UIPMENT-SH_:.,: __m, �. ..___,_.� .._. _,,,;,,,,;,,,, �, o � �- O ALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE s BENCH/STEPS „ S INCLUDING LOCALLY;ADOPTED AMENDMENTS. m } I f I 4 0 1 0 3 9.-PUBLIC- 0 I 1' i _ 3 4 4 P OLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL:AN_ C I � ¢ a ¢ D PROVISIONS FOR ASSISTIVE `3:ENTRA SEE OPTIONS _ PMENT AVOIDANCE AND SUCTION OUTLET DESIGN AND INSTALLATION SHALL COMPLY WITH 0 o i z m:w r- __ -; - --- --�:.=: -. 1 UNDISTURBED S I . DEVICES FOR,THE DISABLED. I ABOVE i IBC SECTION 3109.5 AND ANSI APSP-7. ¢ - / r 4 6 1 0 3 3 rr I _.... f /Z 5 5 10:CONTRACTOR OR OWNER.SHALL VERIFY A � � I � 3 N '1500 PSF MIN. � ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE. 1 � 1 I � r 11:POOL LENGTH GRADE BREAK LOCATIONS &DEPTH:-DIMENSIONS A , �-- „ ,, ,, ,. „ ., „ S NOTED ON THE PLOT PLAN I I W__,. _,__.,--,L I pp BEARING VALUE. 5 0 1 -6 3 4 Q I #3 CW 6 3 ® 6 5 3 ® 6 5 3 ® 6 SHALL COMPLY WITH APSP SUGGESTS ELECTRICAL AND PLUMBING( r # # # D MINIMUM FOR RESIDENTIAL POOLS OR NG __. m,._ `APPDCABLE STATE AND LOCAL HEALTH I INFLUENCE LINE -� „ ,. L DEPARTMENTS REGULATIONS AND MANUFACTURERS i.ALC ELECTRICAL rr r , - , TRICAL SHALL BE IN CONFORMANCE WITH THE NEC. I. 2 0 5 5 RECOMMENDATIONS.I _ C SHOTCRETE COVER 5 F2.POOL SHE_ _ ! __-_I, , - FOR FOOTING > ___;�..�_::,. _.:,;,; _:. .WSHELL AND PERIMETER PAVED AND UNPAVED SURFACES S UNDER JHALL BE BONDED IN „ 12:WHERE 0 E FREEZING TEMPERATURES OCCUR ,R, THE.POOL SHALL BE WINTERIZED TO PREVENT DAMAGE TO 3 � TO BE CHANGED { G o _ _ ACCORDANCE SURCHARGE P 6 0 2 6 3 4 6 D NCE WITH NEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS WATER I I I.I P '� 5/z THE POOL'S j TRUCTURE,:PLUMBING,'AND POOL EQUIPMENT CONTACT LOCAL PROFESSIONAL FOR a F .. _.: UNIFORMLY. SPECIFIED IN NEC 680.26(B)(2)(A) OR 2 B AND SHALL BE ATTACHED TO THE POOL LIGHT PER „ „ „ PROPER WINTERIZATION PROCEDURES. O( ) rn y - 3 - t I s 5 6 6 3 0 4/z 7 6 I € : I �� , <� SEE TABLE 1 { � REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM DETAIL 10. _._ „ _, M MUM OF FOUR (4) POINTS # , ADD 3 ®12 O.C. � ____,.__� _.� � .� _.__..._,__ �. __ .�- I' : •..0 # I „ ,, ,, UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL: - , ,. 70 3 3 6 5 5 8 7'ACTUAL DIG LINE MAY /z STRUCTURAL NOTES LONGITUDINAL ® TRANSITION � 3.OBTAIN ELECTRICAL`AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 4.ALL EQUIPMENT SHALL.BE INSTALLED P VARY LOCATE STEEL ,r „ PER MANUFACTURERS RECOMMENDATIONS AND FOR EXP. SOILS. � � 1. SOIL SHALL HAVE A MINIMUM BEARING VIN . . . __ 6, 4 0 3 5 + ALUE OF 1500 PSF:.CONCRETE SHALL BE PLACED.AGAINST _ fi 8/z 8/z ACCORDAN CE WITH:LOCAL REGULATIONS. } FROM EARTH ��-- • _ ------- ..' -_ UNDISTURBED SOIL-0R BUILDING DEPARTMENT APPROVED 3 CLR OM EAR -- 90%COMPACT FILL. THIS PLAN IS NOT 3: TYP. FLOOR _. ,. ,. „ ,. ,. P, ._-.:...�i w „ 5. OOLS SHALL BE EQUIPPED€.: .1. � �_�_� -: _ .�.. Q WITH A FILTERING SYSTEM & A DRAIN: ; , �._„ _ _ i SUITABLE WHERE POTENTIAL;EXISTS FOR F SURCHARGE CONDITION: 3 DIF ERENTiAL MOVEMENT FROM DISSIMILAR SO STEEL BASKET IS.NOT REQUIRED � ,.�,._,.� , ON ON ,,.... 8 0 4 6 6 9 8 IL CONDITIONS e .:3: 6:BACKWASH VERTICAL STEEL:. � ,. t ;T.. ____ __ �� ____! _m ,_� � _ SHALL BE DISPOSED OF IN AN APPROVED MANNER. 6 THICK MIN. SHOTCRETE (GUNITE) ,,;,�_ ��._ � UNDER Pool,sucH as cuT-FILL TRaNSITioNs.- USE TABLE L 1SCHEDULE - 24 MIN. „ B E D „ c� ,. 7.POOL P_ i S A WATER HEATER AND GAS PIPING INSTALLATION TO B`'SEE TABLE 1 3: 2: ALL REINFORCING STEEL SHALL BE DEFORMED / E IN CONFORMANCE WITH THE DRAIN PIPE SHALL NOT W 3 BARS ® 12 O.C. � 8 6 5 0 6 9 8/Z MED BARS & CONFORM TO ASTM A615 GRADE 40 FOR #3 / # BUILDING SURCHARGE WHEN _ XT WA IBC. ( ) E END WALL BARS AND 4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24 MINIMUM ENCROACH INTO GUNITE SHE ro # CLEARANCE BEPNEEN EACH DIRECTION HORIZONTAL STEEL -J „ B.CONTRACTOR IS ADVISED TO REFER TO SETBACK TO BUILDING FOUNDATION' REINF.INTO FLOOR. ,PARALLEL BARS IS 2 1 2. SECTION 3109.5 OF THE INTERNATIONAL BUILDING.CODE » AND ANSI P A SP 7 FOR PROPER INSTA INSTALLATION OF APOOL DRAIN S 3 BARS (� 12 D.C.0•C. / SYSTEM. W IS LESS THAN POOL DEPTH. 3.:' A'CIRCULATION DRAINS. # 1 B R S`EQUIVALENT IN HIGH WATER TABLE INSTALL 30 MIN.'F A I EO I LENT TO AND MAY BE USED IN PLACE OF 2 3 BARS WITH ( OR TABLE 5G) INDICATES TYPICAL RADIUS I A O#4 O # TH THE EXCEPTION CTUAL RADIUS : 9,WIIERE REINFORCING STEEL IS ( NO DECK OR HIGH . ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND PROVISIONS THAT IF 4.BA S r VI V R R P R ARE USED FOR THE BASIC GRID, .PROVIDE 2 ANII 0 TEX.CIRCULATION DRAINS PER PUMP, HYDROSTATIC VALVE AND ROCK # D, THE SPACING IS BARS AT 18 O.C.: O #4 r �, SHALL A BE MADE FOR AL TERNATIVE Y BONDED MEANS TO ELIMINATE MAY TE VOLTAGE RA VARY, SEE STRUCTURAL NOTE- l2 E GRADIENTS THAT WOULD _ XPAN V# ) E SI E SOIL COVERED WITH-APPROVED A. .M.E STANDARD Ai12. 9.8 ADDITIONAL BA I T 4..THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. CO A 0 A.S.M.E. ST 1 PACK LOW POINT. 6 HIGH MAX: FREESTANDING N BARS BEGIN A 5 0 FROM THE TOP OF THE POOL- Q E ORCEMENT FOR CONVENIENCE-0F THE - OTHERWISE BE R INSTALLER 'THERE MAY PROVIDED BY BONDED REINFORCING STEEL ANTi ENTRAPMENT"GRATES, THAT ARE HYDRAULICALLY Y BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE MASONRY SCREEN OR GARDEN WALL (RAISED OR'NOT RAISED . D IS DISTANCE DOWN ., „ ) BUILDING FOOTING POOL STRUCTURE. BALANCED AND:SYMMETRICALLY PLUMBED THROUGH T W ALL DOES NOT RE UIRE „0 FROM TOP F:0 POOL WAL L _ SURCHARGE" 5. GROUNDING/BONDING PER THE LATEST ADOPTED EDITION FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN SURCHARGE DETAIL *IF POOL WALL HEIGHT DOES NOT EXCEED 5 0 THEN ( OF THE NATIONAL CONCRETE. CODE OF ) 'THE STRUCTURAL REINFORCING MUST BE INSTALLS ANY DIMENSION:SEE:ELECTRICAL AND PLUMBING NOTE 8. D PRIOR TO PLACEMENT OF CONCRETE. BARS ARE REQUIRED,- DOES NOT APPLY TO SUPPLEMENT DETAILS I ( ) 6. SHOTCR ETE (GUNITE)•TO BE IN:CONFORMANCE WITH IBC SECTION 1908 & SHALL HAVE A MINIMUM I , COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. 7. WHERE APPLICABLE T N.T.S. SHO CRETE GUN ITS TO BE IN CONFORMANCE WITH ACI 318 CHAPTER 4 LONGITUDINAL N N.T.S.`TYPICALG L SECTION L2 STANDARD WALL 'SECTION DURABILITY REQUIREMENTS. CONCRETE THAT WILL BE EXPOSED TO FREEZING 1 'AND THAWING, DEICING CHEMICALS OR OTHER EXPOSURE CONDITIONS SHALL COMPLY WITH ACI318 TABLES 4.2.1 AND 4.3.1. - C CONCRETE EXPOSED TO FREEZING AND:THAWING OR DEICING CHEMICALS SHALL BE AIR ENTRAINED i I N ACCORDANCE WITH ACI 318 TABL E 4:4:f. CONCRETE THAT WILL TOP 0 BE SUBJECT TO THE FOLLOWING " 0 F NOTE. SPECIAL DETAIL REQUIRED TOE OF SLOPE OR OTHER E IL EQ ED 'EXP EX POSURES RES SHALL':CON FORM ORM TO THE CORRESPONDING MAXIMUM P DING M IMUM WATER CEMENTITIOUS A WHEN A MATERIALS SLOPE ACTUAL SITE CONDITIONS EXCEED E SURCHARGE CONDIT10NSr PROVIDE ADEQUATE TABLE p' C WHEN LESS.THAN 1 EQU TE DRAINAGE i ADLC NO, ' p p p 0 5 `RAISED`BOND BEAM I RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS OF ACI 318 THE LIMITATIONS BELOW 0 ADDITIONAL Q R Tl BEHIND POOL WA 0 L WALL.SEE GENERAL NOTES 3 SECTION 4,2.1 CONCRETE( # ) BOND BEAM PER ETE INTENDED'TO HAVE LOW PERMEABILITY WHERE EXPOSED TO WATER, SURCHARGES COVERED BY THIS CONCRETE EXPOSED „ _ OSED TO FREEZING AND THAWING IN A MOIST ON NON EXPANSIVE EXPANSIVE NO DE CONDITION OR DEICER CHEMICALS, OR PLAN ARE PRESENT ADDITIONAL DETAILS 1 & 12 = z DECK/HIGH EXP. � # # - 1/4 PER CONCRETE SURCHARGE'DETAILS ARE REQUIRED. � WITH REINFORCEMENT WHERE THE CONCRETE IS EXPOSED TO CHLORIDES FROM DEICING QI FOOT. .'.CHEMICALS SALT SALT WATER BRACKISH WATER, SEAWATER No, E F SE TER OR SPRAY FROM THESE SOURCES:. � G 8. CEMENT SHALL CONFORM TO IBC SECTION`1903:1, ACI 318 SECTION 3.2, &ASTM C 150. _.t. . _.u..,,. r r. € 9` H' AI 1 t .. S OTCRETE GUNI SPECIAL DET L REQUIRED TE IN CONTACT WITH SOIL SHALL BE 1N ACCORDANCE I ,,( / RD NCE WITH ACI 318 SECTION 4.2.1' _ I Q E.F.P. 30 P.C.F. 4 P. .F_. 5 C 62.4 P.C.F. ,.�:,-- w I 1 3 ®TOP FOR CONCRETE EXPOSURE W A _.�: I o ¢ O # OS RE TO SULFATE AND AS,DIRECTED BY LOCAL BUILDING OFFICIAL. WHEN LESS THAN POOL DEPTH. OR H 4 m rr w r :€.._3x: 10:KE P E CONCRETE.DA P_ ¢ M CONTINUOUSLY FOR 14 DAYS. ,,.--1.r ,,_ m VERTICAL VERTICAL A 7.5 MAX. H 4 , o VERTICAL E z WAT ERPROOFING RECOMMENDED. D C 11.ALL INTERIOR SURFACES i CES OF POOL SPA S SPECIAL DETAIL REQUIRED D -.. HALL BE COATED WITH A WATER-PROOF E L EO E o o STEEL STEEL- STEEL / ROOF SURFACE. m _ w ,' HORIZ.'STEEL' m z 12:FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER ,.,: � 6 DESIGN o C.M.U. W „ ,.WHEN LESS THAN H 6 ,> / o m „ 3 6 3 3 ® 12 3 3 ® 12 3 3 ® 1 INTENT.RADIUS SHALL NOT BE LESS THAN BARS ® 12 A.C. # # # 2 1 FOOT AND SHALL NOT EXCEED 5-FEET. w sn 10 MIN. 20 MAX. ,. N 3 VERT. BAR ®24 O.C. ¢ 13IN AREAS WITH SOIL CONDITIONS SUBJECT TO FROST-HE ¢ w o 3 , ., „ AVE,THE FOLLOWING REQUIREMENTS APPLY. 3.SOLID GROUT. 4 a:IN ACC ORDANCE WITH IBC SECTION 1809:5, THE`ENTIRE BOTTOM.OF POOL STRUCTURE AND OR ; m _ - _. PLUMBING._ . _.. MUST EX N ALTERNATIVE o ,. „ ,. ,. EXTEND BELOW THE FROST LINE.OF THE LOCALITY. TER VE BOND .I� _ 3 46 AL TERNATIVELY,LTERNATIVELY WHERE DAMAGE T W - I I0 THE:POOL`STRUCTUR S PLUMBING, , STRUCTURES, B NG, ADJACENT STRUCTURES j PER I.B.C.` SECTION 1808.7.3 BEAM LOCATION BOND BEAM-1 y' =. „ „ ., „ , AND SURFACE A'CONCERN-`SELF-DRAINING GRANULAR - WATER:: G: �� '� 3 i „ R NULAR BACKFlLL MAY _ 50 #3 ® 6 3/Z #3 ® 6 5 #3 ® 6 _ - , _„_,, EXTENDED BELOW THE.FROST LINE WITH A MEANS TO PRECLUDE BUILD-UP OF WATER..'. LINE. __ _._ _ Z T VERTICAL.STEE ,. ,. ,. : , VER . STEEL L W/ 56 3 4 6 g ADDITIONAL SPECIAL DETAILS L , a N.T.S. SEE TABLE 5, , 24 MIN, EMBED. _,. _:r; ,._,v .. ..,., SURCHARGE CONDITIONS , „ J RE UIRED FOR CON I ONS B 3 scHEDULEs E, F OR G s o 3/z 5 7 Q DTI A OVE TYP. HORIZ. STEEL 3 C „ „ ,. ,. 4 66 , 6 8 h _ CLR C , REFER T A R A NATIONAL STANDARD RESIDENTIAL 3 : 0 ME IC N N TION L ST ND RD FOR RES DE TiAL IN GROUND SWIMMING POOLS PUBLISHED BY ., >, .. o ,. 70 5 6 3 ® 4 8'f'f'I 3 ® 3 AM I A N T ON DARD INSTITU ANSI AND THE ASSO IATION AF POOL AND PA CLR. �� �� _� ERC N A I AL STAN TE ( ) C S PROFESSfONALS (APSP) _, , ,, „ 76 5 6 8 rn , /z , A ENTRY SHALLOW.SHELF R F p BEACH EN Y STEEL AND,SHOTCRETE (REEF) 8 0 6 fi 7 8 r MASONRY:NOTES. � 0 UN THICKNESS PER ' G ITS TH CKNE 1 CONCRETE i 0 CRETE BLOCK SHALL BE GRADE r N EXPOSED TO WEATHER TYPE.II NON MOISTURE 7 P OPRIAT WALL ( ), ( 8 6 fi 8 9 ft .... ,. >v n>M3� �,r�rvr'*v�rvn,�.�^ v,.M.r wr,nr.n. APPROPRIATE L CONTROLLED NORMAL WEIGHT UNITS 135'PCF 'CONFORMING. ,;; , , .,.: : ), ( ), -T0 IBC SEC: 2103,AND ,. SCHEDULE. _ „ _ 90 8 91, 10 , I ¢ __ ,._, _ AS O. A _ � , � _ � TM C 9 ALL CONCRETE BLOCK`SHALL HAVE DESIGN STRENGTH-OF fm 1500 psi.P _.__. __.: µm _ __..r z .11'i _ ._ .. .,. 2: GROUT SHALL CONFORM TO IBC SE C. 2103 & ASTM C 476 WITH:f c 2 000 PSI. SEE IBC 9 a 0 0 9 6 10 11 fz; a"" r r _. POOL FLOOR THICKNESS n 0 C TABLE 21 .1 PROPORTIONS 03 2 FOROF INGREDIENTS. . r-. I Cn N f :-.N ao � MAY VARY.TO ACHIEVE ao 1 9 1 n - 0 0 1 12 � o.- 3:"MORTAR.SHALL BE TYPE M WITH f"c - 1800 psi AND SHALL CONFORM TO I S 3 P BC EC 210 DESIRED WATER DEPTH. - -- - � & ASTM C 270. SEE IBC TABLES 2103:81 2 FOR PROPORTION AND PROPERTY i SPECIFICATIONS. 3 - I" II-- I SEE STRUCTURAL NOTE 1 I # MAINTAIN 18 MIN. EMBEDMENT INTO BY;THE USE,OF THIS PLAN THE USER ACKNOWLEDGES EDGES THAT HE OW- FEATURES RAISED BOND N.T.S., SHALL 4 0 D BEAM NOTES UNDISTURBED OR `90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. s , „ 9" & LARGER NOTE. PROPERTY RIGHTS BOND BEAM PER TABLE TO ALL DRAWINGS, REPRESENTATIONS g'-g „ , BRICK OR PRECAST IDEAS,DETAILS-NOTES & SPECIFICATIONS `SPA AIR-LINE 2 2 EITHER COPIES N0. 1 &DETAIL 12. TE COPING. R ORIGINALS MAY BE LOOPED 9 1/2 3RD AND/OR 4TH THEREOF.THAT MAY BE INCORPORATED INTO THIS DESIGN ARE THE PROP ERTY PERTY SOIEY OF P t:� ,` „ POOL f. INTO SPA BOND _, 1 _ 3 _ 1 :, r 4 0 MIN. '' EXPANSION J to 12 BAR LOCATION-JOINT & SEALANT ENGINEERING, INC.. z .� � i E LEVEL"TOP OF GUN � , G, PERMISSION FOR ANY COPIES OF SAID -x , BEAM: MAINTA IN 2 3 � � ( x 4 3 BARS _ O # Y VARY TO COPYRIGHTED MATERIALS, ¢ i REO D: FOR EXPANSIVE SOILS. m L , DRAWINGS, REPRESENTATIONS „ � , , ¢ _�_, W .GROUT & PLACE I : z BARS. / 1 CLR.:TO REINF. IDEAS,¢ � E S DETAILS AND SPECIFICATIONS DECKING ELECTRICAL J EOX PER DETAIL 8 1 PROVIDE 2'1 2 EITHER ORIGINAL OR - l 6 - , 15 FELT OR 4 MIL. C # / n : r� COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY 0 1 MIN. CLR. „ CLR..BETWEEN w _ x cn , 3 BARS I VI r<, TH CK SOUEEN ON TOP: „ # A 8 MIN. ABOVE ANY PERSON BUSINESS OR CORPORATION w.,.,. ¢ - ,. I � BO E DECK, WATER. POR TiON MAY ONLY BE 3 AROUND ALL COPING _..,, `PARALL El BARS. 12 O.C. BOND BEAM I �, ; FINISH W 4 3 BARS h r� AUTHORIZED WITH TH SPA LIGHT 3 LINE OR FLOOD LINE WHICH / O # -I - L: E EXPRESSED WRITTEN PERMISSION # BARS 12 w E- C -. „ PIPES. � , A. WA 0 E Y. DECKING. F POOL ENGINEERING INC.I GRAD . PER DETAIL` 1,& 12:- _ ., , I C BY THE USE OF THIS PLAN O.C. EA. WAY. EVER IS GREATER. a. }, - ,s TIE THE USER ACKNOWLEDGES A .co L THAT HE HAS READ & SKIMMER. - UNDERSTANDS ALL OF THE NOT ES INCLUDED HEREIN. EQ. EQ. _ TER BOND BEAM r , _.3__ PER TABLE NO. 1. W _ r, m ti,, ,»v v .r n WATER .._ , �. �.>1�. .i C V �, 0 ER. \ € f-, 1.m m __ €. _ __ PLUMBING A +, 24 �. € .� .. M Y BE..LOCATED LINE. \ - . LINE- -� _ , T .. 1 „ BOND BEAM REINFORCING PER DETAIL 10. HORIZONTAL 2 3 BARS -I....,.. AL # ,..r..,�L..r�).� ,. 1N BOND BEAM LOWER'C AP O # \ ,r_..3€., .. , _ CORNER \ 21 2 a MINi / CALCS BY: A.J.C. � o c� BARS MAY BE_OVER NOT REQUIRED IF 6 MIN. °: ;. � COMPACTED 3 OR , \ � MAINTAIN 1 CLR: TO'REINF.z w \\ _ J 1 �1_ _ BEN \ Q o D \ CLR. UNDER. V CLEAR.PROVIDED. =FILL w VERTICAL BARS. „ � \ � z x � CLR: ¢ _ 5 MIN: BOND _ Z _v „ z --� ti o DRAWN BY. __. .. _ � ( � q , � ��, T.L.L. 24 MIN. LAP w } -.f , � a `AROUND ALL �. .... BEAM a ! < A I" Q :_, INTO SPA`FLOOR 3 B RS CIRCULATION DRAINS. # II' > UNDER 8 „ T I PRECAST COPING -0R, 3 N BRICK _ _,... x I I .. F CHECKED I _.� E BY. 11€ , --k R.L.L. , P WALL. ® 12 o.c._ ,�._ OR POOL LL 2 ' 3 Z BARS �fi N d- �� O # SKIMMER. Q ;, \ o PROVIDE 2 ANTI VORTEX CIRCULATION DRAINS PER PUMP-, t;__,. �_:__ x--- 3 M # 6 J_ ` EA: WAY. � ,� m W V � x 2 COVERED WITH APPROVED A.S.M.E.;ANTI ENTRAPMENT ORAIES � 3'BARS "GROUND WIRE � � s \9 , ¢ > O # � _ I r 3 _ �, ¢ .. THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY � _ For Use O „ L a � 6 DAM w VENEER,DAM WALL. LAP INTO SPA REINF. co E-"PLUMBED THROUGH T° FITTINGS. DRAINS SHALL BE SECTION N MCIea11 R2SIder1 � �_• .�_. EC 10 AT SKIMMER` � ' -x � Residence r N.E.C. APPROVED , �3.0 � \� _ - . BEND SEPARATED BY THREE FEET IN ANY DIMENSION. SEE _ ORIZ. BAR F I 12 DAM LAP INSIDE BARS INTO SPA REINF. FIXTURE , ,�;, F,o � �, CONDUIT. rt. � - - � " VERT. STEEL " 214 WlaflClO Ave. LAP SPLICE.ELECTRICAL AND PLUMBING NOTE 7. _ LENS m.,, _ - - _ LAP`OUTSIDE BARS INTO POOL.REINF. � € F „ �L 45 OR 90. _ I Ostervlile 0 4 o 2655 916 2 E 6 RECESS ED o �T1LE POOL 2 3 BARS 1 0 L MIN. __:...... q ,O # MIN. ` LIGH J � � SPA DETAILS MAY BE USED - T• ..L .,. BOND BEAM EACH WAY O LAP S P _ N:T,$, ., P TABLE N0. 1. E-PLASTER SPA DETAILS1 ®F AROUND NICHE ( Ad -FOR:SPAS WITHOUT POOLS. 16 MIN. �, : \, A 3 LAP TYP. „ ti CLR, _ � �; ROCK OR ODD 4 0 MIN. IMPERVIO S D � : BRICK NOTCH O L. _- U DECK WOOD POST FROM APPROVED SEALANT 6 MIN.' DEPTH �;,, ERT. STEEL ATTACHED PATIO .. ,...._ > .. 0 COVER .. SLOPE 1 8 4 I ,: 1 INSTALL PER MANUFACTURER ,::.� 1 . ,RE UIRED zJ / / ✓ S-. I O.C. MAX. EAD +:LIVE-LOAD 00 PER FOOT _ _. m 2 01b. „ O DR I 4 A N NO. 9394 3 1 2 _ 2 3 BARS.??� E _ i � / � _. O # 5 0 DEEP & BELOW,�- � NOTES. _ ._ : OR LEVEL TOP -o ROCK0 OF BOND-BEAM � I I � ON BON D.BEAM. Fi 1. INSTALL N0. 8' OPPER F I C GROUNC WIRE FROM LIGHT Ni m z 4 CHE TOI I E WITH GROUT & PLACE 15 T�• a HORIZONTALS v� c> u NOTE. TEFL I' # � 1 e_ , x „ _ _.. BRASS.. _ _ S CONDUIT TO POOL. REBAR OR N I ON_METAWC:' , ,r L 3 S _ x ... 5 FELT J ..; OR 4 MIL w lE.. -. 5 MI VS UEEN ON ZI <. . . . 1. N Q S 3 CLR.�� . 3'BARS C� 12 O.C. T GALV. SIMPSON POST BASE. P SATURATION PROVIDE CONTROL JOINTS �; # YP. M 17 . ONAI o S F:- ' CONDUIT CAN BE USED WITH IN,ULATED , _ f N0. 8 COPPER WIRE o� .. TOP OF BOND BEAM. N -TYP<( E. ICAL' TYPICAL. "BOND PER ELECTRICAL A . . Lj o RECOMMENDED WHERE APPROPRIATE: 1 TYPI L. , TR C L & t 1 _ .. INTERIOR W _APPROVED POT11Nti COMPOUND PER THE N.E.C.w I P �. PLUMBING . r I o ,� 3 __ 'PLUM rr B NG NOTE 2., : .PRIOR TO � NOTE,.,. ,11 ..,., , E ,r�,. -, 2. SWIMMING POOL LIGHTING FlX .I G TUIES SHALL �L_.:.I : l L. COMPLY WITH r_ POURING DECK. �,�_�-;,. ,. �„„.M o � _ EXTRA REINFORCING TO EXTEND :€ , . MASTIC „ LAN AT SKIMME R m ' APPLICAB LE UNDERWRITERS lAEORATORIES REQUIREMENTS P�QU NTS a 31 MIN: _. 6 2 CONC. ECKING: - .. 24 MIN. D ., ._..REMAINDER OF JOINT IN STYROFOAM OR EACH'SIDE OF,RAMP. / E 11 ,, . FOR LIGHTING FIXTURES U. ST -PLA m L ANDARD 676: < �_€._ N VALID ONLY WITH WET -• I T.,.,__. TILE' I OTHER EXP, MATERIAL CONCRETE SHALL ., FOOTING RECOMMENDED ' . -STAMP & ENGINEERS_SIGNATURE NOT TOUCH COPING BOND BEAM 0R !' o FOR EXPANSIVE SOILS. ' CANTILEVER CONCRETE. ADJACENT srRucruREs.. IN RED. INK ON`PLAN. , AUTHORIZED SIGNATURES: N EXPANSIVE SOILS.WHERE MI N N DECK RE MT Q S N.T.S. TOD D L. LACHER P.E. EXPANSI VE SOIL N.T.S. DETAILSN.T.s A SKIMMER DETAIL RE NOT MET USE:.TABLE 1 SCHEDULE C � E AIL. 9 SECTION AT LI ' N. . GHT 10 FREESTANDING POOL WALL 11 BOND BE T s. AM DETAILS 12 CHRIS BIEDENBACH P.E. - SHEET. 12 1 N.T I w 0 Tustin Ave. P 001 PREPARED IN`A AC CORDANCE DANCE WITH Anaheim allf rnl -STANDARD , � o a 92807 o POOL I 051NTERN INTERNATIONAL BUILDING CODE engineering n g Fax. 714 63 -6114 , Pone.(714)630-61 00STRUCTURAL PLAN 100 wwvv. oolen .com P 9 OP 0 POOLENGINEERING I C YRIGHT 2 16, PO INC, , ---------- j/�B rA A2.2 ,J'�A STAINED WHITE CEDAR A2.2 SHINGLE SIDING RED CEDAR SHAKE SHINGLES 12 L 8 L 11-11 _Ll,__LLIJ I Ujj LL__ ILILU ildu UL I Hit Lt I! _wL_ I ILU-ILLULAILI,11� I L I L U11 11 LLULILLIL11-11-i --iLl-LU I I LAIL 12 _11-IL11 I 11-I.LiNLU !LL1J]_j ALLIL _111 h ffi --1 28 LUELLILILULLL Ll v U __I I I Ltu LMLLI ILL JUL L _iLL L _1jLi1_LLLLL-L ILLI--L-L 1 1! LLUL L ]i LL I a, ALI ILLELLILL1,]ULILLU I JILLI-LI-I I _1111L]LJIIJ Lj m _11II-i aLL111 I I L L M I LI ILI Ell I It-LIWIAL L-fil-H-11-11 L -ilia .11 [1 11 1 Vol 1 111111 1 111 111 11 IT 1211 1at�L I 1111 A 31- 8" . 8 L14yLi -y- 11 I' ll . 11 If f I _Ui="JL U_Li,01-ALL. l I . . . . . . . . . T-r'T1T1T'TT-LrLrLr-L� I a L! �I"-1,, 81 - 61" I -h I it I LILI L11 ILL[! ___i L-1 j j IL L LILL ALik L I 111J, aLT ial -luill-ti-L, 11 1 L 111-11-11IRL-1111- _U i L 'aLL LILL LLI jju_ It 11 1 LLL b Ll U-1111 L \ _1 11 i m I 1 1 i 11 1 1 �j_ILL I LI I �o H — 11 1 -lit--1 -1 11- Ll LUI _ILILI r jj_j I U I It- ivaLLI Ii. I ILL1,L], I IIIII I I I --i _iilu UiL U ALL El III TOP OF FOUND�TIO� At-� t I] L111A, _U v \__w L[jj j _Lj1j_ iLL Ljj_ -Lu I JL 111 111it, -T, 1-1 47xkI 1 11 111 t I Pit 00 I R111 I __PRADE LI qi&r-,-ffl"� -1 1 611 `,4 v, "m" Of C "N m x NO - N0 ":,INg R9 J- W11114"I""Y", 69'&ki, 17W F 171 r, REIZE1 A, 'N12' 4v'� 'A m 0 g T ;r EXTERIOR ELEVATION' (LEFT) EXTERIOR EL�VATION (FRONT) 2 1/4" V-0" EXTERIOR ELEVATION BACK) 3 1/4. =�V_0- ROOF CONSTRUCTION ASPHALT SHINGLES VAPOR/AIR BARRIER 5/8" COMPOSITE SHEATHING (ZIPSYSTEMS) RIDGE VENT El h, NOTE:SECURE RAFTERS WOOD RAFTERS (SEE FRAMING) �j WITH HURRICANE CLIPS NOTE:SECURE RAFTERS RIDGE BOARD BATT INSULATION WITH HURRICANE CLIPS 2x8 CEILING JOISTS AT 16"OC RIDGE BOARD FLOOR CONSTRUCTION LVL BEAM RIDGE VENT 6 FLOORING(TBD BY OWNER) SEE FRAMING BATT INSULATION 3/4" PLYWOOD SHEATHING 6 12 FLOOR JOISTS (SEE FRAMING) 2x8 CEILING JOISTS AT 16"OC V -0- 5/8"GWB CEILING (TYPE X AT GARAGE) A22 OVERHANG R lo ASPHALT SHINGLES BUILD-OUT FAUX DECORATIVE ROOF WITH 5/8"COMPOSITE SHEATHING (ZIPSYSTEMS) _1 L ILI BRACKETS BELOW WOOD RAFTERS[SEE FRAMING) A I ILI IL LL L I t DOUBLE HEADER STAINED WHITE CEDAR SHINGLE AT GAMBREL 12 SIDING TO MATCH EXISTING HOUSE HALF HEIGHT BONUS DORMER RIDGE JA.. . WALL AT STAIRS ROOM BAT M LAUNDRY Co ILL i, _J C'3 Aj A 10 A2.1 lilt 10 C4 5- ca ABOVE GARA G- E L EXTERIOR WALL CONSTRUCTION 81 24" 7ji 111LIL.IJULIL )-I _11-Luil SIDING (SEE ELEV� CONTINUOUS SILL I �u Mitil L nu 11 1 gjl v 111 -U [ -I JLL H 11 U1 J, 11LIL 11 U LI Ll _u I ,Lj I_ I LVL BEAM [1111 L _4' I L j 0 h IJ 1211 VAPOR/AIR BARRER 4' 0'_ -LIL tf4 PLATE ON TOP FLOOR LLL -t-LL SEE FRAMING 1/2"COMPOSITE SHEATHING (ZIPSYSTEMS) I LI I CONSTRUCTION -L'.E-J L__I�L I U-11 I JULLM [a_I PVC COLUMN WRAPS, BATT INSULATIOh I LtLH\_t_JJ_LUL_1 L1 _t 11�1 I h STYLE TO BE SELECTED 2x6 WOOD STUDS AT 16"OC LL14 -it]-LIL IJ Lill I fil- f A 5/8" PTD GWB 111L 1i L I - I U BY OWNER 'fl-lu -U-IJ LL L !I III—' IL --CN�- -- 1 A3.3 LL I /// ILI -LIU m aLl-t]] �L 1_1111 JL 11-11 1 11 L1111 Di-iiii ij 1 LL I L�_',1 1 1 1 RD CEDAR SHINGLE BASE, STOR GARAGE IL 'at UILL JII�L! -,I Ih FLAIR OUT _jL 11 1 - I- -it ILI 11 I I Lit 1IIII L Alt_U_ LLL jit 11, 1 L 00 111 11 1 : - TI 1 211 it III Mittl H if if III ILI I TOP OF FOUNDATION L d 1 11 LL It I at�Ilxl I I It -12 _0, -)10 11 F_v_I FV-1 FIC-1 f__v__1 P IT -ILI I—I I I 4 rION GARAGE SLAB CONSTRUCTI&N-1 R CONSTRI.IC 4"CONC SLAB -A"CONC SLAa=1 I f -6 MIL VAPOR BARRIE Z 6 MIL VAPOR BARRIER . 6"CRUSHED STONE 6"CRUSHED STONE— a —I M bX,&AAAA4 ED ARR SE N SECTION EXTERIOR ELEVATION (SIDE) I-off C) -off 1,3r x No.951606-AR %R S ITUATE, MA IfOW PROJECT INFORMATIOM SHEET NAME: REVISION& NORTH ARROW: SHEET NO: 3 10/17/2018 TOWN APPROVAL Designs by Marshall, LLC MCLEAN RESIDENCE EXTERIOR ELEVATIONS & SECTIONS 4 11/7/2018 GARAGE PERMIT DWGS aim 17 Nelson Road PROJECT NO. 18016: RENOVATION & GARAGE (GARAGE) 5 11/20/2018 GARAGE FOUNDATION Scituate,MA 02066 21 A WIANNO AVE . OSTERVILLE, MA 02655 A�2,2 rob www.designsbymorsholl.com p339.499.80581 Date:4/21/2019 1:52:31 PM Scale 1/4" V-W 6 4/20/2019 SITE VISIT FRAMING MODIFICATION - - VAPOR BARRIER FRP FACED 5/8" HIGH IMPACT GWB - SIDING,SEE ELEVATION BATT INSULATION FOR TYPE SILL SEAL INSULATION 1/2 DIA.ANCHOR BOLT REBAR,REFER TO IRC 2015, ' R404.1.2 FOR SIZE QUANTITY, 1 2 PLYWOOD AND LOCATION / SHEATHING 2x6 PT SILL PLATE 2x6 WOOD STUDS 3/4"TONGUE&GROOVE BUILDING PAPER SHEATHING 4 S NG WITH W 3/ FLASHING FINISHED OAK FLOOR 10"CONCRETE FOUNDATION WALL DAMPPROOFINGUj W O Q NIL. cej d 00 O Q 2x8 JOISTS AT Z— Z O 161,OC 2x4 -� y Z j CONTINIOUS" I 'L— 10 12 - 3" Of 12'- 31r BLOCKING — _ 3. O CRAWLSPACE — o OI I- 4"CONC SLAB d - W m—0 24" TYP 6"CRUSHED �SON T E d _` �i o /GRA EL V a a� (4) 2x12 HEADER ABOVE OR (4) 2x12 HEADER ABOVE OR 4 _ LVL BEAM SIZED BY LUMBERYARD LVL BEAM SIZED BY LUMBERYARD HIP ROOF BELOW AT PATIO, �_-, .,�� _ , -' ._<. " � O _ � SEE SECOND FL FRAMING 24"W x 10"D '4= 9 'ad I— '' >- —.—————-———————-———— ———————.————-—---——— - CONC FOOTING � I I POSTS UP,TYP OF(4) 1 T p 1 1 p GRAVEL AND I " PERIMETER O 1 24 x24 CONC PAD AT POSTS,TYP OF (4) 1 oe O } 2x6 RAFTERS FOUNDATION DETAIL AT GARAGE DRAW W W I 1 Wfle AT 16°OC l n - �' LU On > m 1 1 - > m - m 1 1 m 1 w r I 1 oe r M o m 1 1 p m Q p 1 1 a p LU = N 1 LU 24' -0" 1 = N N N N N K � 1 201 _0 I x j Q Q _ - N W I W - 1 1 j 1 4"CONC SLAB & 1 j N1 6 MILY POLY VAPOR BARRIER BELOW I �' j (2) 2x8 (2) 2x8 1 1 1 HEADER ABOVE HEADER ABOVEIk 1 10 ° ------ _ I CN m 1 i > 1 a '� Q I � m 1 Or 2x6 RAFTERS 2x6 RAFTERS _ N 1 N Q 1 W W AT 16"OC AT 16"OC - `n c i W I 4nW x 7-1/4" DEEP STL LALLY POSTS ON X 1 > m O \\ ----/ Q SHELF AT POOL HOUSE 1 D L+•� a 30"x30"x10"CONC 1 �Q 1 Q _ FOUNDATION PAD FOOTING 1 w 1 2x8 RIDGE BOARD / 1 °-� w m I i p p A �- " t Q 6 2 N (5) 2x6 BUILT-UP POST/JACK °a = N X F > 2x8 JOISTS AT 2x8 JOISTS AT 4 6 / N w STUD OR LVL ABOVE ;o - m 1 n ,� 1 O° r x a 1 . 16 OC 16 OC 1 --> (2) 2x6 LVL HEADER BELOW,SEE AIR IN LOW 1 SECOND FL FRAMING N u 1 1 J HEADER ABOVE 2x12 RIDGE BOARD DOUBLE RAFTERS AT (2) 2x4 (2) 2x4 LEDGER BOARDS LAGGED a 1 1 GAMBREL ENDS W 1 _ HEADER ABOVE HEADER ABOVE- r EXTERIOR WALL b ° DOUBLEO --- ---------------- --- --- - I I I I I I I 11 I I > (3) 2x8GIRDER ° PLATE BELOW 'I I r I r I I I I I �o O m J I r I I I I I 11 ---- --------------- N N N Q 1 i i WALL BELO i li S IR PE NG N W t d W LILA Q 10 2x8 RAFTERS m , r , r , 1 I i 2 ° ° w AT 16"OC W ao ------- --- --- ----- ---- m p I - - - - - - - -'a- - - - - - - - - - - - xa � —' � i i - - — I 14 J ------------------- ---- --- I I I 10"CONC FOUNDATION WALLS FRAME HATCH TO ACCESS LVL BEAM SIZED BY LUMBERYARD , i i i I WITH 10"D x 24"W CONIC CRAWLSPACE COORD J L J L J L L J LJ L I , 1 FOOTINGS,TYP. WITH CONTRACTOR 2x12RIDGEBOARD ----------------------- --- ------ -- --- -------- I I I I o 2x6 LVL 1 ---------- I I NOTE: PROVIDE #4 BARS AT TOP --------- ---- ------ ---- - - ---p T p-- -- - n + - STEP FOUNDATION WALL OS U ---------- 1 I AND BOTTOM 1 0 / FOUNDATION I I I = 1 1 WALL AND IN FOOTING,TYP. 12 AT DOORS,COORD ---------- 1 (2) 2x4 > I WITH CONTRACTOR 1 --- ----- I HEADER ABOVE x m j 1 Q `1 DOUBLE ----------- --- ---------- uRAFTERS AT ---------- 1 0 1 �- O GAMBREL END —————— —-——————————— ———— ———— — —————— ---- I— -- 1 W I I I I W a ;0 DOUBLE _ I ----------- ix1 _ „ I 4 CONC SLAB ao i- HEADER - --- ------- - --m - - - ------ -- 1 2 '0 I 6 MIL POLY VAPOR BARRIER ———————————— —— —————————— Q c n. c — Q 2x8 RAFTERS -------- - 6 COMPACTED GRAVEL AT16"OC ---------------- -- WOOD I-JOISTS - W 1 �° SIZED BY LUMBERYARD--- - - -p -- - ------ --- M N `�+ 1 N U LU ACTIVE VALLEY F- O ---- --------------- ---- -- --- --- ---- - I 1/2DIA ANCHOR BOLTS -4I- Q ;a RAFTERS -- j _�;; I AT 5'-0"OC AND 12" I I I 2 2x4 _ 1 O -- -- ---- ------- --- ---- --- ---------- 1 O FROM CORNERS TYP �- N 1 CIO 1. I I ati I I 1 HEADER ABOVE N Q ---- - ------- ----------- ------- - -- 1 I do 1 1 Q i I STEP FOUNDATION WALL 12"AT GARAGE DOORS AND ALL d 1 _ I PASSAGE DOORS,TYP (COORD WITH CONTRACTOR) = --------------- ---- --- - --------- ---- -- - -- ( PROVIDE (2) LSDTHD8'S OR EQUIV HOLD I °I RIM BOARD I I 1 2 2x6 ----- - ------ ----------- - ------ -- ---- --- -- - ;. DOWNS AT EACH PEDESTAL/VERTICAL WALL i O ( ) DOUBLE TOP PLATE BELOW I SECTION OF THE GARAGE DOOR OPENINGS I i CN HEADER ABOVE 1 ) I i v ;o LVL HEADER ABOVE LVL HEADER ABOVEif i L - S7ZEU_BYLUMBERfYAM_ - - - - -SIZED BY MMWUAR6 _ r. 6r� 2 2x4 6 ►�u.►�� HEADER ABOVE or Of-9 9 -6 -6 9 -b 1 - 9 42 14 ►► SEER Rcy� 41 - 5, -0„ DOSE tij TF Q9�, 29'-0" i c� �u v N o = No.951606-AR-AR r- ► CITUATE, i ��0 J�i n ROOF FRAMING SECOND FLOOR FRAMING PLAN 1 F AT LA PROJECT INFORMATION: SHEET NAME: REVISIONS: NORTH ARROW: SHEET NO: i 3 10/17/2018 TOWN APPROVAL Designs by Marshall, LLC MCLEAN RESIDENCE FOUNDATION & FRAMING PLANS 4 11/7/2018 GARAGE PERMIT DWGS 17 Nelson Road PROJECT NO. 18016: RENOVATION & GARAGE (GARAGE) Scituate,MA 02066 5 11/20/2018 GARAGE FOUNDATION A 214 WIANNO AVE OSTERVILLE, MA 02655 3,3 web www.desi nsb morsholl.com 339.499.8058 9 Y P Date:4/20/201 9 1 2:39:15 AM - Scale As indicated 6 4/20/2019 SITE VISIT FRAMING MODIFICATION