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Home My WebLink About0044 IRVING AVENUE / -- �L _ { i i' �. F.- a tk h Town of Barnstable - ildin Car Post B This d So That rt is=Vis�ble•From the Street Approved Plans Must be Retained on Joband athis Ca dyMustµbe Kept�y 111tN$TA ' B1.R -` Y. M� Posted Un639. til Final Inspection Has Been Made y �'� � t Where aCe�rt�ficateof Occupancy is Requ d Bu�ldmg shall Not be Occupied until a�Final Inspe onhasbeen made Permit Permit No. B-20-348 Applicant Name: ONEIL,SEAN P&CATHERINE L Approvals Date Issued: 02/05/2020 Current Use: structure Permit Type: Building-Smoke Detector-Fire Alarm Dection Expiration Date: 08/05/2020 Foundation: System Map/Lot: 287-002 Zoning District: RF-1 Sheathing: Location: 44 IRVING AVENUE,HYANNIS g Contractor Name:¢; , Framing: 1 Owner on Record: ONEIL,SEAN P&CATHERINE L M ', ,Contractor License: 2 Address: 44 IRVING AVENUE _ ~` Est Project Cost: $1,000.00 Chimney: HYANNIS PORT, MA 02647 s= Permrt Fete: $35.00 Description: Install whole house fire alarm system Including where required Fee Paid � S 35.00 Insulation: smoke,smoke CO and heat detectors.Work occurmg with.current Date 2/5/2020 Final jg renovation. r Plumbing/Project Review Req: g/ Gas - �� s Rough Plumbing: a7, Building Official This permit shall be deemed abandoned and invalid unless the work autthonzed`;by this permit is commenced within six;months after issuance. . Final Plumbing: All work authorized by this permit shall conform to the approved application d theyapproved construction documentsYforwhich'this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and st cturesshallbe in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street , road and shall be maintained open for public inspection for the entire duration of the Final Gas: <i work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by theIBwlding andire O Ffficials are`provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: , Service: 1.Foundation or Footing ,M 2.Sheathing Inspections Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining ijz' - 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 11AE Application Number.......... S............. MRNSMLY., SOL MAS& DIA10 Permit Feh.......�S DEn ...................Other Fee:....................... 1639. 4 902 Total Fee Paid................................................................ ...... T�wN OF TOWN OF BARNSThi08t,9- Permit Approval by...&P.............. BUILDING PERMIT POW i:A ......Parcel.... a map....';.)4..... ..... ......................................... APPLICATION Section l-- Owner's-Information and Project Location Project Address Village /Y.#/U/J/s Owners Name.�FArj /0 SCANNED FEB 0 5 2020 Owners Legal Address /.#0 e Azl�Iuuc City 1�y4,,v4lS /0,0/27— State /)l A zip Owners Cell# 6 7 3 ZO E-mail Section —'Use of Structure Use Group_ 0 Commercial Structure re over 35,000 cubic feet ❑ Commercial Structure under 35,060 cubic feet ❑ Single/Two Family Dwelling '�Section.3-=- -Type-of Permit, ❑ New Construction ❑ Move/Relocate, E] Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ' E] Finish Basement 0 Family/Amnesty Rebuild E Deck Apartment Sprinkler System ❑ Addition E] Retaining wall Solar 11 Renovation El Pool ❑ Insulation Other—Specify S&fion4--Work-Description --I_---� "4-/- Alve'SK A7,xc< Ae-A7e�r-L -C, T.Pqt iintintF-A- 11 minni R Application Number...:................................................ Section 5—Detail Cost of Proposed Construction ; 6©o.o D Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms ExistingTotal#Of Bedrooms ro osed (P P ) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Sectio n n 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ®,Smoke Detectors ❑ Plumbing _ ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom i Water Supply O-Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ® Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ® No Section 7—Flood Zone Flood Zone Designation I Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information a Zoning District Use /(Zs c Lot Area Sq. Ft. 1,71 y9 Total Frontage Percentage of Lot Coverage / °� #of Dwelling Units (on site) l Setbacks Front Yard Required 30 Proposed -U Rear Yard Required 1 S Proposed A6 Side Yard Required /,5 Proposed 22, Has this property had relief from the Zoning Board in the past? ElYes R No All 16415;7,wG /SON 6A)AeRsHr -)r Last updated: 11/15/2018 The Commonwealth of Massachusetts ` Deparbnent of IndushWAccidents ` Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Ayyllcant Information / ) Please Print Legibly Name(Business/organization/Individual): � 14/�) Address: y City/State/Zip: risr>iS e�Z Phone#: 8 P 7 7s - li<s Are you an employer?Check the appropriate bog: Type of project(required): 1.❑ I am a employer with- 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- wed on the attached sheet. 7. §'Remodeling ship and have no-employees These sub-contractors have g, ❑Demolition working for me in any capacity.acit3'• employees and have workers' 9. ❑Building addition [No workers'comp.insurance camp.insu ance,3 required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3. 1 am a homeowner doing all work Officers have exercised their 11.❑Plumbing repairs or additions [N m sel£ o workers'comp. right of exemption per MOL y p 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. $Contractor: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. lam an employer that isproviding workers'compensation insurance for my employees Below is thepolky andjob site information. Insurance Company Name: Policy#or Self-ins.Lie.#: 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 MOL o. 152 oar 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. l do hereby certify u d e airs and penalties ofperjW that the information provided above is true and correct Si tore: Date: 4L f Phone#• / 32 6 _ / 3 '`1, Ojjkkd use only. Do not write in this area to be completed bycio or town officlal City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#e Application Number........................................... Section 9- Construction Supervisor Name /y ��' Telephone Number Address City State Zip License Number License Type f . 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 4u�� Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date i �Section�ll=Home-Owners License Exemption He Owners Name: �_ Sz�,4�•s �y�r L Tel ephone-Number's0 ys/--7- Cell or`Work Number i;z -.32<o 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 require 80 CMR and the Town of Barnstable. Slgnature� -- - rDate_ a a z 2 a APPLICANT SIGNATURE C—Signature Z0Date /Y,--? ZOZU Print Name L Telephone Number G � E-mail permit to: C` Last updated: 11/15/2018 f 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 1 1 �I i 1i II {1 t 9 i I i I J I 1 i i Last updated: 11/15/2018 ,. Town of Barnstable Buildi ng s Post This=Card So:TFiat it is'V�sible From the Street Approved Plans Must be Retained onrJob and this Card Must`ibe Kept rJ 1 ` Posted Until Final Inspection Has`Been Made V ' Where a Certificate of ,CC4paricyyis Required,such"Buildmg shall Not be Occupied until a Final Inspection has been made el llilt Permit NO. B-20-768 Applicant.Name: RICHARD P OLSEN Approvals Date Issued: 03/10/2020 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 09/10/2020 Foundation: Location: 44 IRVING AVENUE, HYANNIS Map/Lot: 287-002 Zoning District:• RF-1" Sheathing: i. Contractor Narn6:7,,RICHARD P OLSEN Framing: 1- Owner on Record: ONEIL,SEAN P&CATHERINE L g Address: 44 IRVING AVENUE .Contractor'Licehse, 9751 2 I HYANNIS PORT, MA 02647 `" Est Project Cost: $0.00 Chimney; Description: DUCT WORK FOR HEATING/COOLING AND BATHROOM VENTS. Permit Fee: $85.00 _ Insulation. STOVE VENT F Fee Paid:;' $85.00 Project Review Req: � {? Date:. 3/10/2020 Final t Plumbing/Gas�y - - Rough Plumbing: r ui m iaa This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after iss an a Final Plumbing: All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-lawsand codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. # Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the;Building.and,Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed v _ . 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) , 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: . Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have-access to the guaranty fund" (asset forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 'itj'�� Z-p Commonwealth .of MassachusettsYAR 4lir., Sheet Metal Permit 0 �OZ� 1QZaparcel_,__, al Date: a i 3 a ua 0L S .Permit 99— coEstimated Job Cost:.$ Permit Fee: $ 5 Plans Submitted: YES NO-� Plans Reviewed: YES NO SCANNED Business License# 1 a a Applicant License# MAR 1 11010 Business Information: Property Owner/:Job Location Itl formation: Name: The L kum Res-k- Cn, �n Name: ' U ne it Street: `�o �o x aoalo Street. Lf y l r v i n a Av-e City/Town: �j o_� mA calo3 f5 City/Town: &iInQIS n(1Cl Telephone: 9SOA • 2a5.5&gc, _ Telephone: Photo LD.required/Copy of Photo I.D. attached: YES.-4--( �� staffioitia J 1/M-1-unrestricted license I J-2 I M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq.ft. /2-stories or less i Residential: 1-2 family N Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial. Educational Eire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq.fL over.10,000 sq.ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System I Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: hte CA -)0, C 0 I A at N tr - I ( i INSURANCE COVERAGE: 1 1' I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L Ch.112 Yes Xj No❑ If you have checked ,:indicate the type of coverage by checking the appropriate box below: 1 ! A liability insurance.policy. Other type of indemnity [) Bond ❑ i OWPfER'S IPdSURAIdCE WAIVEi2:I am aware that the licensee,goes not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only owner ❑ Agent ❑ i Signature of Owner or Owner's Agent i By checking this box(],I.hereby certify that all of the details and information 1 have submitted(or entered)regarding this application are true and accurate to the best of mykncw''edge and that all sheet metal work and installations performed Under the permit issued for this application will be In compliance with all pertinent provision of the Massachusetts Buiiding'Code and Chapter 112 of the General Laws. Duct Inspection required prior to insulation installation:YES: NO Prog esr s InMectious Date Comments Final Inspectiom Date Comments Type of License: 9y (Master rdle ❑Master-Restricted �Atyfrown ❑Joumeyperson Signature of Licensee �etmit:# ❑Joumeyperson-Restricted License Number. =ee� ❑ Check at www.lnass.j j2y iol nspector Signature.of Permit Approval l , Town of Barnstable Building Department Services • XASL Brian Florence,CBO Building Commissioner 200 Main Street,Hyannis;MA 02601 > www.town.barnstablema.us Office: 508-8624038 Fax: 508-790-6230 r Property Owner Must ` Complete and Sign This Section - If Using A Builder as Owner of the subject property hereby authorize to act,on my behalf; in all matters relative to work authorized by this building permit application for. (Address of J **Pool fences and'alarm 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. � Signature of Owner Signature of Applicant. Print.Name Print Name /149C,& /a, W 26 Date i QTORWS OWNERPIItIWSIONPOOIS Rev:08/16/17 Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner • 200 Main Street, Hya>mis,MA 02601 MAW s www.town.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LIt3NSE EXEMPTION Please Print '` DATE: JOB LOCATION: ` number VMW "fiOMEOWAiER": � name `Lome phone# CURRENT MAIIdNG ADDRESS: dlyhm apcode The current exemption for"homeowners"was extended to inc ,00w_1 -occupied b Tm=of six units or less and to allow homeowners to engage an individual for hire who does not possess uliilicen!%- prided that the owner acts as supervisor. DEFMnON Wi HbhIZd$FM Persons)who owns a parcel of land on which helshe resides or� ten f i� is to.reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to sbch use and)br farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"hom\eowner"shall submit to the Building Of on a form acceptable to the Building Official,that he/she shall be res¢onsr'ble for all sucOyork performed under the bmft Rermi�t (Section 109.1.1) The undersigned"homeowner"assumes responsib' ' for compliance with the State B�Mding Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/ understands the Town of Barnstable Bull ' Department minimums inspection procedures and requirements and that he/she wilt comply with said procedures and regaureme . SigneWre of Homeowner Approval of Building Official Note: Three-family dwe ' containing 35,000 cubic feet or larger will be required to comply 'th the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMP ION The Code states that: " y homeowner performing work for which a building permit is req ' shall be exempt from the provisions of this section Section 109.Ll-Licensing of construction Supervisors);provided th t 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 lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In tWcase,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. I' 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 helshe 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. QAWPFn ESIFORMSIbuiI ft permit fomulEXPRESS.doc 09/16/17 S HOKUROC-01 CLEDDUKE ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) �� 3/3/2020 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.4 statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CON NAMTACT E ROgersGray,Inc. PHONE FAX 434 Rte 134 (A/C,No,Ext):(800)553-1801 (A/C,No):(877)816-2156 South Dennis,MA 02660 E4bmOR AlLsse mail@rogersgray.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:Arbella Protection Insurance Company,Inc. 41360 INSURED INSURER B:Selective Insurance Company Of South Carolina 19259 The Hokum Rock Corp.Inc INSURERC:AmGUARD Insurance Company 42390 dba Olsen Plumbing&Heating P.O.BOX 2026 INSURER D: Dennis,MA 02638 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR DD DD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FX OCCUR 8500065492 3/16/2019 3/16/2020 DAMAGE TO RENTED 100,000 occurrence) $ MED EXP(Any oneperson) 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY aX PRO- �X LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: EMPLOYEE BENEFI $ 2,000,000 B AUTOMOBILE LIABILITY COMBINEeD ntjSINGLE LIMIT $ 1,000,000 ANY AUTO A 9099950 3/16/2019 3/16/2020 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY Per accident $ X HIRED X NON AWNED (�OPERTY DAMAGE AUTOS ONLY AUTOS ONLY er accident) $ A X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAR CLAIMS-MADE 4600065494 3/16/2019 3/16/2020 AGGREGATE $ 5,000,000 DED I X I RETENTION$ 10,000 $ C WORKERS COMPENSATION X SER OTH- AND EMPLOYERS'LIABILITYYIN HOWCO23636 10/3/2019 10/3/2020 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE —] E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder is provided additional insured status with respect to general liability when required in a written contract or agreement CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 200 Main St Hyannis,MA 02601 AUTHORIZED REPRESENTAT17VE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD The Commonwealth of Massaclettsetts -Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 N www mass gov/dia «`orkers' Compensation Insurance Affidavit:Builders/Contractae•s/Electricians/Plumbe►-s. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Le2ibly Name(Business/Organization/Individual): 14e SPA ('ciT_C n A t t�,_'I n r Address: City/State/Zip: „5 n11 nL,3_B Phone#: i--�- 5e9q-0 Are you an employer?Check the appropriate box: Type of project(required): 1.®I am a employer with_) ( employees(full and/or part-time).' 7. New construction 2. am a sole proprietor or partnership and have no employees working for me in ❑I l i 8. ❑ Remodeling any capacity.[No workers'comp.insurance required.] .9. ❑Demolition 3.Fj I am a homeowner doing all work myself:[No workers'comp.insurance required.]t 4. I am a homeowner and will be hiring contractors to conduct all work on my property:I 10 ❑Building addition will ensure that all contractors either have workers'compensation insurance or are sole 11.[]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet.'these sub-contractors have employees and have workers'comp.insurance.t 13.❑ROOF repairs 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.Q Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing ivorkers'compensation insurance for nil,employees. Below is the policy and job site information. Insurance Company Name; G i► CI c n ,;r n C1 C e- -Tt i Policy#or Self-ins.Lic..#:_ �( (' Vo� 3(0`��, Expiration Date: OaC) Job Site Address: City/State/Zip: Or inn 4d 641 Attach a copy of the workers' comp nsation policy declaration page(showing the policy nu expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by 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. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce a ties:of perjury that tit information provided above is true and correct Si nature: Date: . , '1� �p Phone 9: SA L-� - 5 a q o 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#: E AAF Fw a 0�tSHEETARTA ANORK �HB -01:1=0WtiVG;LiCBNS� ` i RICHaRD PIOLSEN , FTHEi�OKU�f!RpCCORP� L357H01llM�tOGK�2QAD , , PO BOX 2026W s J6derson 781-857-1000 Emulation, Fax 781-857-1054 Inc. www.andersoninsul.com 706 Brockton Ave PO Box 2003 Abington, MA 02351 Insulation Certificate WORK AREA ITEM INSTALLED Underside of Roof R-49 Icynene Pro Seal LE Closed Cell Foam 7.1in EXT.Walls 2x6 R-20 Icynene Classic Plus Open Cell Spray Foam Nominal 5in EXT.Walls 2x4 R-14 Icynene Open Cell Spray Foam Insulation LDC 70-3.5in Windows and Doors Foamed EZ Flo Min Expansion Foam Under Flat Roof Deck R-30 Icynene Pro Seal LE Closed Cell Foam 4.3in Crawl Ceiling R-30 10 X 16 Kraft Faced Fiberglass Batts Garage Blockers R-20 Icynene Classic Plus Open Cell Spray Foam Nominal 5in Garage Ceiling R-30 Icynene Classic Plus.71b Open Cell Foam 7.5in Garage Walls R-20 Icynene Classic Plus Open Cell Spray Foam Nominal 5in Basement Blockers&Runners R-21 Icynene Pro Seal LE Closed Cell Foam 3in Bath Walls 3X15 Sound/Fire Batts Mineral Wool Garage/House Wall R-21 Icynene Pro Seal LE Closed Cell Foam 3in Interior Partitions R-23-5 1/2 X 15 Comfort Batt-Mineral Wool Basement Ceiling R-30 10 X 16 Kraft Faced Fiberglass Batts Basement Ceiling 16in Wire Supports Basement Stairway Walls R-15 3 1/2 X 15 Kraft Faced FG Batts Hi-Dens Understairs R-30 10 X 16 Kraft Faced Fiberglass Batts Customer: Sean O'Neil Job Number: 615671 Job Address 44 Irving Avenue-Hyanni Port I — .��/ Date Completed: 2/25/2020 Adam PLCCL U41 Installer Signature 3 I ' 1 R� Town of Barnstable _ BIlIlIllQ�IlICIl I' This-.,rY �. ... yK r 3" w 5?'+ t'. ar*» ^1, .. .. 1, tv "' "Cb �,k "L1 M.sin "E '.°p KGB"'"�Y"`�9 f BAMn 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 IUntil Final Inspection Has Been Made ,; '�'' '. " "' ti l : •� x°^,; � - �7 ' e µxt Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made . �... ._ _ �i Permit No. B-19-2601 Applicant Name: ONEIL,SEAN P&CATHERINE L Approvals Date Issued: 09/03/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 03/03/2020 Foundation: Location: 44 IRVING AVENUE,HYANNIS Map/Lot: 287-002 Zoning District: RF-1 Sheathing: r Owner on Record: ONEIL,SEAN P&CATHERINE L Contractor Name: Framing Address: 44 IRVING AVENUE Contractor License:, 2 HYANNIS PORT, MA 02647 Est. Project Cost: $400,000.00 Chimney: Description: DEMO GARAGE REBUILD GARAGE ADD OFFICE AND FAMILY/MEDIA Permit Fee: $2,090.00 ROOM ABOVE. NEW FRONT DOOR AREA s Insulation:,'` `v �; f, Fee Paid: $2,090.00 i.. Project Review Req: �1 Date: 9/3/2019 Final: o' Plumbing/Gas Rough Plumbing:OFEG3�Z� This permit shall be deemed abandoned and invalid unless the work authorized by this perm �it is commenced within six months after issuance. Final Plumbing: *2'- - All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on thirs permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: ° 1.Foundation or Footing r Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed. _ Rough: f —f 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rou h: 7.Final Inspection before Occupancy g g `y Py Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth,in MGL c.142A). Final: �� Building plans are to be available on site Fire Depar en All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: -/�Zg"2✓ Town of Barnstable Building CJ �,' � `��,_ 5 ',,xep. `��T�:. � ..�t�.s,. .�� a •`�"'� ., .,..,:,. •�•'x"�M`� *. &+ "�'�`.�3 '`� .�.� � �.,��.,x�w- .cr.r ��-" .:-q�+r«i ,r "„` �•+�d� f.e. 5� t: gPost This Card So Thatrt is,Vis�ble'.Frornathe Sfreet ;A,,provedPlans Must beRetamed on lob and this Card Muni besrKept v SrA '"- Pos Mted Until'Final Inspection Has,Been Made `_ 3639. b "v '� •. s°x��.,� ,}qs`;% •. ;d .....,, 'T`x.•.:. .,.,;�`4 :, a �, y z E d t .:`.,'S�3 k...: 'C '' � t ..�` — +' h'ere a Certificate of Occupancy s Required,such Building shall Npt be Occupied.until aFinal Inspection.has,been made;x a Permit - % ,r. ...�. P.;;��,:,,, .�.,.,�';� .b... .'•:��. .. ,�,.<2. . .a��... -. ,.�.. M....�..�,.m.,,.o�...�-,,.�i«vt;,.F.a.�,..�..�..,. o •r:T,�,«,.�,,,�;.,�zfi.��n...,��`.:a�:�n��..,... x«.�..w:<.....n.,�_....._..�a.:�" Permit No. B-19-2601 Applicant Name: ONEIL,SEAN P&CATHERINE L Approvals Date Issued: 09/03/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 03/03/2020 Foundation: ok !D oZ Location: 44 IRVING AVENUE, HYANNIS Map/Lot 287-002 Zoning District: RF-1 Sheathing: Owner on Record: ONEIL,SEAN P&CATHERINE L COntifactor Name : Framing: 1 Address: 44 1RVING AVENUE ' Contractor Lie 2 HYANNIS PORT, MA 02647 Est. Project Cost: $460,000.00 Chimney: Permit Fee: 2 090.00 Description:: DEMO GARAGE REBUILD GARAGE ADD OFFICE AND FAMILY/MEDIA A $ ROOM ABOVE. NEW FRONT DOOR AREA g Insulation: � � Fee Paid�� $2,090.00 i Project Review Req: i Date' 9/3/2019 Final: Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed by thisNpermit is commenced within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by lams and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or,road and shall be maintained open for pu lic inspection for the entire duration of the Final Gas: work until the completion of the same. <6 The Certificate of Occupancy will not be issued until all applicable signatures by the Bwlding,and Fire Officials are prouid d on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing i y 2.Sheathing Inspection 3.All fireplaces must be inspected at the throat level before firest flue lining is:I all „_. Rough: 4.Wiring&Plumbing lnspectionsto be completed priorto Frame Inspection Final: 5.Priorto Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage.Rough: Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: F� Building plans are to be available on site Fire Department ram. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: pFt11E Tp p Application Number.........3............................. "* BARwsrA" : 1 U ` MASS. Permit Fee.......................................Other Fee:....................... i6gg. A�0 r Total Fee Paid............ ..........�..................................... ...... �\ } TOWN OF BARNSTABLE Permit Approval by........ 1?1' BUILDING PERMIT yy .. Map....249.dT. ......................pareel......4�. .....rr...................... APPLICATION Section I — Owner's Information and Project Location - Project Address 'icy —Aywoe, Ao'cl a Village Z/_ hs ✓DST Owners Name �544,g Ca -iW• .IAM 4, 0 OVd L Owners Legal Address . A) 9 s State Zip 6,26 Owners Cell# / -J.'20 E-mail �-FG CT el "IL .Czars Section 2 —Use of Structure Use- ou ❑ Commercial Structure over 35,000 cubic feet a' 000 cubic feet ❑ Commercial Structure under 35, zz ® mgle Two Family Dwelling rn c� Section 3 — Type of Permit N� C �'tructio l'' Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ p , � _ �. ❑ ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment El Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar Renovation ❑ Pool ❑ Insulation Other-Specify Section 4 - Work Description 6 Alf- i 2),Q f_A)6.y,9., y 1 Application Number.................................................... Section 5—Detail Cost of Proposed Construction" y&Q60 Square Footage of Project Age of Structure 2-3 i o2/ A*fu Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design Section 6--Project Specifics Wiring ❑ Oil Tank Storage ® Smoke Detectors ® Plumbing ® Gas ❑ Fire Suppression ® Heating System ❑ Masonry Chimney ❑ Add/relocate'bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal. ® On Site Historic District ® Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ® No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ . No ❑ Section 8—Zoning Information Zoning District %F-/ his IDFariAeProposed Use Lot Area Sq. Ft. 17i yam;2 Total Frontage/Percentage of Lot Coverage /3 1/ # of Dwelling Units(on site) Setbacks Front Yard Required® Proposed X,6, 3' Rear Yard Required /5' Proposed 16 Side Yard Required /-V Proposed 2 2-S— Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No I Application Number........................................... Section 9- Construction Supervisor Name Telephone Number Address City State Zip 0 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 Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11:-Home OW-ners License.Exemption Home Owners Name: ��,4-„� ylJr� L. Telephone Number .5(pp- - J(r✓;r Cell or Work Number �/Z 4326 - /3 S 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 requir b 788 CMRR and the Town of Barnstable. C/ �-- Si afore � vo � _ )ate w� 3/. .Z 13 .APPLICANT SIGNATURE Signature Date Print Name �/z r � C C Telephone Number / -320 E-mail permit to: /Z com 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 approvab 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 The Commonwealth of Massachusetts Department of IndustrialAccidenis Office of Invesfigations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Apulicant Information Please Print Legibly_ Name(Business/Organization/Individual): Address: �y _L�ylto6 City/State/Zip: i)/v< f6,67-11V OX Phone#: -�5'06 -77Y" 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 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- Mad on the attached sheet., 7. 1WRemodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' g, Building addition [No workers'comp.insurance pomp•insurance•! required.] 5. F1 We are a corporation and its 10.❑Electrical repairs or additions 3.I• I am a homeowner doing all work officers have exercised their 1 LEI Plumbing repairs or additions myself[No workers'comp. right of exemption per MOL 12.[]Roof repairs insurance required.]t c.152,§1(4),and we have no employees.iNo 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 subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie..#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u diTtIle Pains and penalties of perjury that the information provided above is true and correct. Signature: Date: 1-"" Phone#• -�Z _ � . Offlcial use only. Do not write in this area,to be conpleted 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#: oFIME Town of Barnstable ��E►ovnsF,yr Planning&Development Department �,o oF, 4, 9� BASTAeLE Barnstable Historical Commission z T 9 MASS. 200 Main Street,Hyannis,Massachusetts 02601 z cbpl 1639. s�0� Phone(508)8624787 Fax(508)862-4784 FQ�.� �NAFBARNSS4: erin.logan@towmbarnstable.ma.us ag_n@towmbarnstable.ma.us Elizabeth Jenkins,Director' COMMISSION MEMBERS: Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks DECISION Summary: Demolition Delay Not Imposed Pursuant to Chapter 1.12 Historic Properties, Section 112-3 F _0 _ Applicant/Property Owner: O'Neil,Sean P.&Catherine L. Subject Property: 44 Irving Avenue,Hyannis Port Assessor's Map/Parcel: 287/002/000 Hearing Date: April 16,2019 r b Pursuant to the Barnstable Historical Commission receiving your notice of intent on March 20, 2019, a duly ' advertised and noticed public hearing was held on April 16, 2019 to determine whether the significant structure identified as a single family structure on this property is a preferably preserved significant building and whether demolition delay would be imposed for the partial demolition of this structures on the parcel addressed as 44 Irving Avenue,Hyannis Port. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote, found that the actions proposed do not constitute a substantial alteration and would not jeopardize the historic structure's status as a contributing structure in a National Register-Historic as defined in §3 of the Cape Cod Commission Development of Regional Impact Review Threshold. In addition, after further review and consideration of public testimony,application, and record file accordance with Chapter 112E the partial demolition of the single family structure is not a preferably preserved significant building. In accordance with Chapter 112-3 F,the Commission determined by a unanimous vote that the partial demolition of the single family structure would not be detrimental to the historical,cultural or architectural heritage or resources of the Town. This decision applies only to.the demolition described in the notice of intent submitted on March 20,2019.No future demolition shall be permitted without application.and approval from the Barnstable Historical Commission. Nancy Clark,Chair D to cc: Brian Florence,Building Commissioner Ann Quirk,Town Clerk 200 Main Street,Hyannis,MA 02601 (p)508-862-4787(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (p)508-862-4678(f)508-862-4782 Town of Barnstable Building • �A .CAYt0B.. . RP,o��td3h'- s Crd nSisT'PU 3 sto a3c�aalt," y PermitWheet, • oaf Occupancy�s�Requ�red,suchBuiding shall Notbe Occupied until a Final Inspection has beenmade Permit NO. B-18-1152 Applicant Name: Henry Cassidy Approvals Date Issued: 05/08/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 11/08/2018 Foundation: Location: 44 IRVING AVENUE, HYANNIS Map/Lot 287-002 Zoning District: RF-1 Sheathing: Owner on Record: LOUTREL,WILLIAM F TR Contractor,Name HENRY E CASSIDY Framing: 1' Address: 14 UNION WHARF Contractor L ense CS=.100988 2 BOSTON, MA 02109Project Cost: $6,080.00 Chimney: 41 Description: 12" R 38 to 120 sq ft damming, 10" R 37 cellulose to�o6®sq ft open Permit Fee: $85.00 attic space,9 hours air sealing, basement cell ng 730Fsq ftrk 19 Insulation: Fee Paid; $85.00 Project Review Req: Date 5/8/2018 Final: ; 3 AV Plumbing/Gas Gas g/ a ,, k§ y L Rough Plumbing: .. _ .. . � � ;,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work aathonze Irby this permit is commenced within six.n onths after-issuance. All work authorized by this permit shall conform to the approved application and th, pproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by`lawsand codes. sr This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. r ; x � Electrical The Certificate of Occupancy will not be issued until all applicable signatures by,th Building and,Fire Officials are provided on this permit. p qx Minimum of Five Call Ins ections Re uired for All Construction Work ; Service: 1.Foundation or Footing $ 2.Sheathing Inspection _ � Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior 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). Building plans are to be available on site Fire Department Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ineering Dept.(3rd flooi) Map df7 Parcel fS Permit# v�.0 3 � ' House# Date Issued CJ Board of Health(3rd floor)(8:15 -9:30/1:00-4:30)�y Fee Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) q,C, '�� Off,MN Planning Dept. (1st floor/School Admin. Bldg.) e, THE►o, D tive Plan Approved by Planning Board 19 RNSTABLE, woG '` �fI9. MACa,� TOWN Off' BARNSTABLE �� Building Permit Application (a4ct Street Address 4-4L Tky LAM zo Village os fz� Owner �ILU [� #2 L Address 54�M1 � Telephone Permit Request 6 LA,5 # M 1-�,,T t t-� 4?0- 0 6 0 .e>U,56- eLcJ:0 o3 C_ First Floor Ila 6 square feet Second Floor /�/4 square feet Construction Type 066,V r=9 AA.4 E Estimated Project Cost $ 1453 64>0 V Zoning District Flood Plain LA Water Protection Lot Size �51' Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure I C2 Historic House ❑Yes XNo On Old King's Highway ❑Yes gNo Basement Type: KFull ❑Crawl ❑.Wlalkout ❑Other Basement Finished Area(sq.ft.) 1� A Basement Unfinished Area(sq.ft) � Number of Baths: Full: Existing �3 New h6mq I Half: Existing �_ New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing 7i New First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑Electric ❑Other Central Air ❑Yes >(No Fireplaces: Existing 2 New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ►J A ❑Attached(size) k' E ()i`� ❑Barn(size) ❑None ❑Shed(size) t ❑Other(size) q Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes �fNo If yes, site plan review# Current Use Proposed Use Builder Information Name Q lS I1 e- Telephone Number 775 C>V5 7 Address '5 5� License# on 1119,- 14 S/A-I-i `I-.l.i.5 Home Improvement Contractor# l0 2 b /q- � Worker's Compensation# (G NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ZA SIGNATURE DATE 1r' BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY f • PERMIT NO. DATE ISSUED _ MAP/PARCEL NO. ° ADDRESS'. _ VILLAGE' r a ! _ - • % tom. ;€, - OWNER DATE OF INSPECTION: - - FOUNDATION t FRAME INSULATION r FIREPLACE ELECTRICAL: ROUGH_ FINAL PLUMBING: FINAL FINAL GAS: ROUGH' y FINAL . 4 _ FINAL BUILDING DATE CLOSED OUT . 4 ASSOCIATION PLAN NO. f • 4 t r • J . ��ie �a�nay:�urea� o�✓��ac�ir,�ilet� liEPART�{ N OF PUBLIC SAFETY - COHSTRUdIO SDPBRVISOR LICENSE Expires: Rf,'St' �teo To 00 r CRAIG H ASHW'ORTH r=, 381, SEA STREET HYANNIS, RA 02601 , r Vi ✓JTie Varrv�no�uuet+/ o�� a : HONE IMPROVEMENT .CONTRACTOR r = Registration 102014t; Type - t PRIVATE CORPORATION Ed I Expiration 06/30/98 ERNEST B:' NORRIS ,& SON INC N. Ashworth 385,Sea St ADMINISTRATOR 02601 NA i rsf )r»` rrdYr Plyannis .'_`— v vw-iv v�, :>tIILf/G/(i{I'pUrtD� t\ MIMS I'AIII.E. �J �0 230 South Street-A9a� Hyannis,Massachusetts 02601IZ _ EO MA'S --` �- BAR TOWNut tsnKtlsrnlsla: _ _-�. ,. Notice of Intent to Demolish or Move an Historic Buildi*tmucture MIT PjO:a -int in Ink Date of Application: �2 f IT� Building/Structure Address: 112 C-s- AVE A.►J {� � Assessor's Map and Lot Number: _ 0,412 2$ 7 ' 4j"CiELL ,Oo2- Is building/structure located in a local or regional historic districts Y N_ k If yesp Protection of Historic Properties Bylaw does not apply and it is not necessary to complete the remainder of,. this form. . Is building/structure listed on ,the National Register- of Alistoric Places or pending listing on the National the of Historic` Placest, 'Y /c N . How. old is' the building/structuret • g - Architectural•• style of building/structures describe if not known t Clape Is.this building/structure associated with one or more historic events or persons# name and description o t?(G�►�b L F ®M� �,/t� �� 2-- 7. Type of Building/Structure andl'roposed Work: R TTACO-OV AEG-1 A-bV 6�) t r.1, 11 U �EMOVE 4.4 r" (,6(0 l y l U C rr ��t l�l� t iJ �G ►►-fib B. Zoning District: 1'i.r0 District: .i 9' Applicant's Name: ��ji2L S '� '� C� Tel: A 0 L&67 Add r ss e 70Q �/r-,tl.� A�,J►.�15 �• Owner's Name: Lou e.t'L, Tel. 11 Address: :_ t' 1 L 66 AO�t� 1. Contractor: Tel: N Address: 3gS 5ca atJ�t�S Material of Building/Structure: W dov kA,tf' 3• How is Building/Structure Uccupied : :XArUllo. of Stories: 4' Bxplanatiott of ttie .paopysed use to be uride ul' Oie site: Diagram of Lot and Building/Structure Olh Vimensiuns: 2 4- 4. 1 A.Jts annrrsr,� The Town of Barnstable ,b$ Department of Health Safety and Environmental Services Building Division 367 win Street.Hyannis MA o2601 Offtoe: 509-790.6227 , Ralph Cro= Date /2 AFFIDAVIT HOME IMPROVEMENrOOMUCMRI.ARI SUPPLEMENT TO PERNEMAPPUCAMN MGL c. 142A requires that the"raconstrncdon,aUGdrasiaas,won, �eonv=on, imProvernent, remotal,-demolition, or construction of an addition to aay pm4nisting owner occupied building conWhing at least one but not motet than four dwiling waits or to tcttaenaes Which am adjacent to such resideaoe or building be done by rc&crcd contractors,with cx rtain co Mdons,along with other �Csn�pt-tT�a° Type of Work �u t u t r� rsti.Con Addrrss of Work: ` f fe,l t ►Ole Q�/G �.y a�o-I t 42EE.EL 0%mer Name_ M R ;e5 Date of Permit Applic2tion; 2/9 I herein•cerdfv that: Reginmion is not required for the following rcason(s): Work excluded by lzw Job tsmdcr S1,000 Building tnot ow=-oo:*ed owner pulling can pewit NGuCC is hereby giwn ths:: 0«NSM PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISZERED CONTRACTORS FOR APPLICAELE HO,\T MTPOVL.ffi-.NT WORK DO NOT HAVE ACCESS TO THE � ..:i r�..�In'� F=.C?C ; C?= GJ,=.P;�.?1T�'Fi�''�'D U'��E� t�1Gi.c. 14 . SIGNED UNDER PE.NALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: I7zt C� uactor nsmc Recistratjon No. OR fJ::;c Owncr's Wane w . . • The CUtrrtltUttN•ealth o fassacltusetls x ,,� OVJ�• t1iiiii1o Dc partnrcfrt of Industrial Accidents 60011'asi inA;run Street `' Bmirorr,A1rns. 02111 �-- Workers' Compensation insurance ARJaVit on ,r v cin• ❑ I am a homeowner performing all work myself. ❑ I am a soil;proprietor and have no one working in any capacity I am an employer providing workers compensation for my employees working on this job. ERNEST B. NORRIS & SON, INC. ` 385 SEA STREET HYANNIS 508-7.75-0457 EASTERN CASUALTY INSURANCE CCMPANY •# WCG 1000897 A initirsnce co. r L hired the ...�er rs listed below wh( " ❑ I am a sole proprietor, general contractor,or homeowner(ctrde one)and have ued e the following workers' compensation polices: Coninnny nJM ghoneAft citv- insumnee co. Attach:ddltional'sheet iPrieens'rY W^,��„� "`�{�'�c�� a is "yt.si r �. 1 a Failure to secure coverage as required under Section 3A of 1NGL IS-an lead to the imposition of Criminal penal des ota fine up to S1S00.00 une years'imprisonment ns-wcli aZ cir'ii penalties is the forte of a STOP'%VORK ORDER and a.tine ofSI00.00 a day'agttiast me. I understand t Copy of this statement mar be forwarded to the OMce of lavestigations of the DIA for coverage verification. ult s,of perjurr that the iafornmrion ptmided ahore is tnu and corrnL 1 do Iterebr crrtifj•unrlcr the pains and p ate ySienature CRAIG N. ASHWORTH one it 508-775-0457 Print natne onicial•use only do not write in this area to be completed by city or town ottteial e permit/lieease it r1guiiding Department city or town: ❑ucensiag Board QSeieetmen's Office ❑check irimmediate response is required Ot{esith Department il• Other_ phone contact person: DEC-19-1996 10:33 FROMI TO 7?5?87? P.01 LINE DIkECTIOPI 1 1 DISTANCE L1 N 8S`44 3Ci,1 E 28.34' L2 N 10'10'5O"l W` I' 32.22 I NJ! j . N i N , N �' SF CS .o� 41 1 e L, ,� N '. L O .` �► iT:1) ORY7. F±I r,AME D "' OUSE ter. CB/DH FND 243.82' CB/DH FND j,53•� 5' .r AYERU � p W4LLtAMG. N y a ASSESSORS MAP' 287 PARCEL 2 � SLrt i CER'RFIEp PLOT PLAN FY .THAT THE EXISMIG i'1h1 STRUCTURE SHOWN HERE01i IS I MAIM P4 IRMNC A114 NYANMVMT. MA. LOCATED IN RELATION TO it HE MONUMENTS SHOWN AND ISNOT SI:&D 1" 4W DATE' 12-�18 -N LOCATED IN THE FLOODPL.jN. PLAN REFERENCE: PL [C 297 PC 11 DATE. THE � REGISTERED LAND SURVEYORS SHOWN HEREON SHOULD NC i r BE I do CIVIL ENGINEERS USED TO DETERMINE PROPERVI —LINES i 812 MAIN OSTERVlLLI:, MASS.,ET R 5 APPLICANT: LOUTS F. UX RE o J.. ET USG TOTAL P.01 DEC-24-1996 10:52 FROM TO ??5?8?? P.01 Post-It'brand fax transmittal memo 7671 1#of pages ► To From LINE DiRECTw'! H pSTANCE �A. Mr1�L.10 13I N!_ _ �ti �! ew> L1 N 85 ~ ,44 3�0i i R E 28.34, Co. Go, TM , aX, t2 N 10"10 5cl I W 32.22 - Dept. A b4b,nar+ I 6.oc Phone# UN0C06Qcv►a6 ur%L. 4-Ss--n t3 J Fax#='7 5 - -7 5-t-7 Fax# 4 2S 3-1 Sb vul" N p7y'17" E � N 8 50'35' E ..i� �gg.93� 36.55' PIS Sf t �D N � � 0.44 � 1 4 L7 �- 10 12.8 t 1p �Y N 00 TOR ING wEu- G a. USE #44 30.3 , S �� WSIT p. D$ .f g0.00 CB/DH FND I� OH. p 24,15T CB/DH FND u 1 'I'S3 2 ip ;;i EDGE OF PAVEMENT $ I0'2110 w�VR � U � 2! SW 1R ASSESSORS MAP 287 PARCEL 2 I CERTIFY THAT THE EXISTING STii JCTURE PRIMIMiNARY SITE PLAN AND PROPOSED ADDITION %I,,WN LOCATION: #44 IRVING AVEr HYANNISPORTo MA. HEREON ARE LOCATED IN RELA'ri JN TO THE MONUMENTS SHOWN AN(i IS NOT LOCATED IN THE FLOODf'i,1AIN. SCALE: 1M = 40r DATE 12-23-96. _.1. PLAN REFERENCE: PL W 297 PG 11 DATE: THIS PLAN. IS NOT BASED ON AN BAXTER & NYE, INC. INSTRUMENT SURVEY AND THE t!TSETS REGISTERED LAND SURVEYORS SHOWN HEREON SHOULD NOT,BE do CIVIL ENGINEERS USED TO DETERMINE PROPERTY-jUNES. 812 MAIN STREET I OSTERVILLE, MASS., 02655 j APPLICANT: LOUIS F. LOUTREL. jai., ET UX Ma_rch.239 � d> rtt ,, t x�d.-F -.,{. •-�.� ti s".a3.. ,s�•.—.'�,M.. .a ,�'ntis `-�a r�5tr�r. t JLL �l C'+-fS PY ��k�ak• ��' � e�� -� �� i € 15 SCUDDE.k ttON1�S�TEAD--The C pe cottage o X Aver npe, 3'vss5. h7! 4=i&hitb+ '?C Hyannis Port,w I h waste owned iiy a L,o tt el t 1Val 1 F aM6i 0 p9YiLy� c p4 ay a3 the original oimestead Desire and Dav d Scudder an lllt w lle t "Itk. `$ref .tNantk / ;:4 4 f lb - Y4.* -'.: they were wai :for er housed bebu�lt on Scud a Ave ue. Little renal a tts ge Ass it stood�n I788 , ' � t k�x'�.'•Yt ryl p�' i r` :` ans aY fD`esue:Soudde�r s fadie,��,I,ot Gage I,bought a of in 16 from . Ehluas Lumbar[;andon Wf's d'eatt►m� QT;the parcel uame;tn Dg through Ius e�Cite 2O AM , s:J. jib � r store u :a�a s. cart at the corne of" Scudder and`Mmu t$ v ue,now the ermed�+evmpound, at 2'o'clock eaclyds art tartedats rounds to }ie local homes or 4 .N CF7F Ala. •s -+e.�a-. �.tw�iY"` delivenes p as a clef of the�i?rt nn the town,,an or. t1 1 txa Y Yaats struggled forsocial prbmu}encp AYd�a Kart . We tik a� buiidmg the co e, a :started eir farr oaf evens and s U 0 x�x daughters: Sons C arle apd orac��Ieftpyatws Port n 1789 to hve m Bob * f r where theybec �rardwarerterchantsandcrvicteaders Alex became a`worldfamousaF �a'sti,,endVYill�acna`the youngest son and a promising prodngy;,stra�+edirom the yard and was drowned His body : ,� w . was found dear Seal�lock Eltsha a)so moved to Boston where he remained:SonFrck became;/': i the county treasurer and registrar of r -.c €- {-•. deeds,andDavnd ,whg mmauned smglp,-died m early adulthood :Daughter�Tt cuiclle¢ `Angel of the;.Earth.znxamea williamk Crocker,.;whn wasIct at�sea at the agef 24�n the Madeira Islands. t . Abigail manned an Marghanti,who owned large salt works ;The cottage.w r so+`to aptam Oliver play;who ran the salt r 11 X. F ue'safitt which Desp ed,and Apl y m turn_sold the cottage to CY'rds Brewer'wh �c� Arad the children of all'thp- in rt iesidenCs. Ptn �- t. A fire in:1883 almoststroyed the cottage'Brewer added anorth wing in the 1800s and the I,outr'el family added a shed and garage The hou',se ` y,•_��4 has'central entrap_ce wnth,pilaste;s and the doorway has a transom with ` four lights.A ceptchex services three fireplaces The roof is low pitched with two;' and the windows are l2 over 12 and 9 duel 6. -;•+ ,,� w t The ongiaai pine'i' r boards,ywiunscoting and keeping oom�w th. fireplace and Dutc Yoven;:as well as the doors and hardware are still. F intactVLptflf" photo,information courtesy Barnstable Historical.Commission �' FORA B - BUILDING .area Form no. A 2 MIASSACHUSETTS HISTORICAL COMMISSION 294 Washington Street, Boston, MA 02108 Town Barnstable (Hyannis Port) Irving Ave. , Hyannis Port Address Red Cottage-David Scudder 'v ' q � .� Historic Name g Use: Original Homestead Lis Present Residence - - Louis Loutrel Jr. iii� --= ^i - ` ;''; F �Ownershi` p: [Private individual, - -i—. �i `` Private organisation r_1 Pub l i c Original owner,pgvi(l Sc•,,�r3 ar t - Draw map showing. property,s DESCRIPTION: location in relation to nearest cross streets and other buildings Date 1780-1783 or geographical features. Indicate north. Source Deed in Larry Newman s posses- sion Style Georgian (Full Cape) N Architect Rv e. '0 O Exterior wall fabric painted wooden a o shingles a o Outbuildings Shed, garage o � ° Q Major alterations (with dates) Attached garage added IW-8, all other altera- tions prior to the 1900 's Moved Date Approx. acreage •35a Recorded by Laurie P. Snowden Setting Private residential area Organization Barnstable Historical Date April, 1981 v Photo # 35-3-A2 coo setts �� lrlrlil�)4 Maps�? Parcel ,� JUL 2 4 2014 Date: 7 I`'�. Permit# 0o 7 0 Estimated.Job Cost: $ � 6 ®W�OF BA TA LP Permit Fee: " Q $ Plans Submitted: YES NO Plans Reviewed: YES — NO Business License P,�-�_— Applicant License 4 Business Information: Property Owner/Job Location Information: Name:cS.� �. �_ `�3 1 Name: C,A.`_�_�5�.\ Street:��` ��,], "'C C'eC�.�' Street: �..�L',� Vc \SN City/Torun: C)in Cex_ .l _ City/Town: 1'elephone(5Q�S�L6 5&• ) Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES,X NO Staff Initial .14/M-I-unrestricted license X2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family�, Multi-family Condo/"Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ � Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. _._ Number of Stories: Sheet metal Ivor o be completed. New Work: �/ Renovation: HVAC Metal Watershed Roofing 'Kitchen Exhaust System Metal Chimney/Vents Air Balancing ovi e detailed description of work to be done:, � d � _ Q, 3 INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112 Yes&2r"N' o ❑ If you have checked Ye% indicate t type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: i am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application Xjaives this requirement. Check One Only Owner 0 Agent ❑ i Signature of Owner or Owner's Agent By checking this box hereby certify that all of the details and information 1 have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO X , Progress InslIections Date Comments i Final Insi3ection Date Comments Type of License: 3y Master !-itle Master-Restricted ;ity/fown ❑Journeyperson Signature of Licensee 'errnit# • ❑Journeyperson-Restricted , =se S License Number: El .• . - 3 Check at www.rnaS%Qg 11L._dW s ` I nspector Signature of Permit Approval - k Hie Comyr'orrfcreakh of MassachuselO Departmmt of huhutriai Accidents - - O,we Oflrvesti a ions 600 Mwhingtow Street Boston,,MA 02111, w wn rnass.gofMia Worket.-s' Compen_safionInsurance Affidavit:BuildersiCantractors/E ectricians[PTumbers AppHca-ut Infarmafion / Please Priaf Legib . Nam> (Busi e Orzw&atimfodividuat)_ Address:_ — �� + City/Stat&zip: 0.5�ev l/P �J� Phonz 9-- s' _ Are you an employer:'.Check the appropriate box; Type of. o ect r re _ L I am a employer with 10 4_ ❑ I am a gery�ral c tractor and I 6_ ❑New cons[nz io t employees{full andlor part-time).* have hired the sub-coats tors. 2_❑ I am a sole proprietor or partner- listed on the attached sheet" 7_ ❑Remodeling ship and have no employees These st contractors have g- ❑Demolif oa w for me in any c cit r_ employees and have workers' orkirig � `3 9_ ❑BuiIdtng addition [No workers' coanp.insurance comp-in n ance l . requiredj 5_❑ We are a corporaticn and its 10_.❑Electrical repairs or additions d ha ve ave exercise their 3.❑ I am a hamt�wtaer doing all work officers I_.❑Plumbing repairs er a•ddi.+ions myself [No worker$'comp- right.of eammptionper NIGL I2_❑ -Roof repass c-152, 1 and we have no repairs- insurance required] F _ employees_[No workers' l _❑Otlier comp_insurance,reTxired_Z ; *Ary appticaat that checks box rl=st xlso fill out the section below d wirer fheir women'comnensadan polir Ho-meawn rs who submit mis ffnoxcit;n Mlbca=--g they ate doing aH iro*aid 6f en Yxe o-utside eot traetnrs nmst s iti a a dmit inoi rs 5 mr ci ntiactos thst check this box mast stiached as sciditiDoll sheet showing the name o+lhe wtF-airs 3u d sts2e whether ocnot fmse elfitks hs-V-- mmpIoyees- If the soh-contactors lv^e employeps,thi2y mast p=ade their works'coma policy number. lain arz employer chati5 providfrW worke-rs'congmwv rlio.n invaaaca far wzy,emp&yeem Helvtr is Ste poHq and,}ob site informations Insurance CornpanyName:__ Policy 9 or Self ins_Lim f FxgirationDate. Jot?Site-Address: CttS,IstatelZrp: Att2c,h a copy of the workers'compensation policy declaration page(shuvving the policy number and expiration date). Failure to secure coverage as mgtiiredunder Section 25 A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.Oa andlor one-year imprisoIIment,as well as civil penalties in the form of a STOP WORK ORDEP and a fine of up.to$250.00 a.day against the violator_ Be advised that a copy of this statement maybe forwarded to:the Office of Investigations of the DIA fbr in&n-once coverage verification- ere do Ftereb r c render tks ns all en es a perjury that arz ormrr n pravided cta is.hw.. red correct St2natut a Date: / Fie 9: Qjfrcurl use only. Do not rnriLg in this area,fa bs carnpleted by city or town ofCeiaL City or Town: rmml #uceuse ff Esser ng Authority(drde one): 1.Board of$ealth 2.Building iptp I i nor 6.Other Contact Person: Phone#: — 6 t � 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 Iegal 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 Iocal 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." AdditionaUy,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contact for the performance of public work until acceptable evidence of compliance v'i'LH, the insurance requirements of this chapter have been presented to the contracting authority." Applicants _ Please rill 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 Geri-fic3ie(s)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(L LP)wi h n.o employees other-uan the members or partners, are not required to carry workers' compensation insurance_ If an LLC or LLP does have employees, a policy is required $e advised that this affidavit may be submitted to the Depa ument of Industrial Accidents for confirmation of in uiance coverage. Also he sure to sign and date the affidavit 'I1re affiadaAt should be returned to the city or town that the application for the permit or license is being requested; not the Depar went of 1 . Industrial Accidents. Should you have e any questions regarding the law or if you are rquired to oh t,ii-r a workers' compensation policy,please call the Department at the number listed below. Self-insured companies s:o-ould enter their self-insurance Ltceme number on the appropriate line. City or Town Officials Please be sure that the affidavit is co et_ P mpI e and printed legibly. The Department has provided a space a`the bottom of the affi.davrt for you to fill out in the event the Office of Invest!gatrons has to contact you regarding the applicant_ Please be sure to 5-11 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 BE, 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 firtumpermits or licenses_ A new affidavit m1Lsi be filed out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would Ile to thank you im 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 fix number. 'Fha Commonwcan of Massachusetts Department of IndustrW Accidents GffiQe of Imvesti times 600 washingtoai stet Gaston_IAA 02111 `del.A 617-727-4M ext 406 or 1-977-MASSAFE Revised 4-24-07 Fax# 617-727-7149 www.mas&gov1dia • i WebbConnect- Online Ordering System for customers of F. W. Webb Company Page 1 of 1 ENV,WER13 WNIPANY Welcome Carl A Rledeil 0Items I Cart I Checkout LOGOUT ebbcau Search by Keyword or Part Number ° HOME MY ACCOUNT TOOLS RESOURCES MY CARTS HELP Product Manufacturers �' ' "^• Heat Loss/Gain Calculator Product Categories The heat loss/gain calculation uses the IBR method to determine the heating needs for a home.It estimates: K .. Chemicals&Solder 4' � :. The maximum heat loss in BTU/hr for a coldest day(helpful for furnace sizing) � • The total yearly heat loss in millions of BTU r Controls The total yearly cost for fuel a� Electrical Fire Protection HEAT LOSS/GAIN HOME PRINT THESE RESULTS. S Fittings Gas Products Building Input - Calculation Results - 1 t HVAC Name Loulrell Residence Building HeatingEquipment Location 44 Irving Ave,Hyannis Pod I - Gain BTU 26113 Healing Parts Summer design temp.91 Loss BTU 32286 Winter design temp. -10 Hoses Room temp. 71 Gain CMF 871 Loss CFM 610 - I Indoor Air duality Leeway as% 10 56 Measurement&Instrumentation Number of people 5@400 Base Board 2.2 Motors&Circulators '. Ground temp. 50 Tonnage �. Pipe&Tube Cooling air 50- Piping Specialties Warming air 120 - Calculation Results PlumbingCHANGE INFORMATION - Room Label Zone Gain Gain Loss Loss Base r Pumps - BTU CFM BTU CFM Board s !-- Refrigeration Room Input _ second Boor east. 24113 804 32286 610 56 It Label Eat height floor sq. bedrooms i11 d Safety Wall remit------ 1 - Sanitary second Boor east 120 8 896 �e j Steam Specialties bedrooms Test Equipment&Gauges ADD A NEW ROOM 1 Tools - Valves Venting Products V Water Systems My Account Tools Resources My Carts Help Edit Account Heat Loss/Gain Calculator Online Catalogs Current Cart Using WebbConnect Saved Carts Product Cross Reference Line Cards. Saved Carts 'FAQ Pending ONers Product Specification New Cart Product Codes Orders/Bids Products MSDS information Pending Orders Product Abbreviations AR Information Plumbing&Heating Industry Links ` Troubleshooting Invoices HVAC/Reffigeration Locations Contact Us LP&Natural Gas News&Events .Connecticut Divisions Residential Water Systems News Maine Our Company F.W.Webb Company Industrial PVF Events Calendar Massachusetts Corporate Frank Webb s Bell,Centers Industrial Plastics New Hampshire Mission Statement Utilities Supply(USCO) Valve Automation&Controls Specialty Markets New Jersey Company History Victor Commercial&Industrial Pumps Government Services New York Green Initiative Webb Bia-Pharm Biotech&Pharmaceutical Maple Sugar Industry Pennsylvania Credit Application ' Webb Fire Protection Fire Protection Ski Industry Rhode Island Employment Webb Kentrol/Sevco Mechanical Sales Sanitary Vermont Webb Pump&Service Webb Water Systems ' Copyright®1999-2013..F.W.Webb Company•All Rights Reserved.I Terms of Access Warranty I Privacy Policy yua •'xt http://webbconnect4.fwwebb.com/bin/f wk?wc4.hc.next 7/21/2014 WebbConnect- Online Ordering System for customers of F. W. Webb Company Page 1 of 1 RNV WM(MMANY Welcome Carl A Rledell 0 items Cart I Checkout LOGOUT MU NI Search by Keyword or Part Number ° £�TtnZtC3�s��s�«�Fr,aR4r HOME MY ACCOUNT TOOLS RESOURCES MY CARTS HELP Product Manufacturers ^ „¢ Heat Loss/Gain Calculator Product Categories �y�, � The heat loss/gain calculation uses the IBR method to determine the heating needs for a home.It estimates: �.I Chemicals&Solder 's a The maximum heat loss in BTUR1r for a coldest day(helpful for furnace sizing) } The total yearly heat loss in millions of BTU Controls The total yearly cost for fuel I Electrical 1.• Fire Protection HEAT LOSS/GAIN HOME PRINT THESE RESULTS t Fittings Gas Products Building Input - Calculation Results - s t HVAC Name Loutrel residence , - Building Heating Equipment Location 44 Irving ave Hyannis Port Gain BTU 40232 Summer design temp.91 +- Heating Parts Loss BTU 57950 � Winter design temp. -10 Hoses Room tern 71 Gain CMF 1347 P Loss CFM 1095 I Indoor Air Quality Leeway as% 10 . Base Board 100 Measurement&Instrumentation Number of people 5@400 - { Ground temp. 50 Tonnage 3.4 _f Motors&Circulators - Pipe&Tube Cooling air 50 f Piping Specialties Warming air 120 Calculation Results Room p.� Plumbing CHANGE INFORMATION { - Label Zone Gain BTU Gain CFM Loss BTU Loss CFM Base Board t 1 Pumps first floor living area 38232 1274 57950- 1095 100 - Refrigeration Room Input - Safety Label��^'Eat Wall height floor sq.ft. t i first floor living area 204"--`8-1550--•f � � Sanitary Steam Specialties ADD A NEW ROOM Test Equipment&Gauges Tools .. Valves ' Venting Products V Water Systems My Account Tools - - Resources My Carts Help Edit Account Heat Loss/Gain Calculator Online Catalogs Current Cart Using WebbConnect Saved Carts Product Cross Reference Line Cards Saved Carts - FAO Pending Orders Product Specification New Cart Product Codes OM—/bids Products. MSDS Information Pending Orders Product Abbreviations AR Information Plumbing&Heating Industry Links Troubleshooting Invoices HVAC/Refrigeration Locations Contact Us LP&Nahual Gas News&Events Connecticut - Divisions Residential Water Systems News Maine Our Company F.W.Webb Company Industrial PVF Events Calendar, Massachusells Corporate - Frank Webb s Balh Centers Industrial Plastics New Hampshire Mission Statement Utilities Supply(USCG) Valve Automation&Controls Specialty Markets New Jersey Company History Victor Commercial&Industrial Pumps Government Services New York Green Initiative Webb Eh.-Pharr - Biotech&Pharmaceutical Maple Sugar Industry Pennsylvania Credit Application - Webb Fire Protection Fire Protection Ski Industry Rhode Island Employment" Webb Kentrol/Sevco Mechanical Sales Sanitary Vermont Webb Pump&Service - Webb Water Systems -Copyright 0 1999-2013.F.W.Webb Company•All Rights Reserved.I Terms of Access I Warranty I Privacy Policy:57 http://webbconnect4.fwwebb.com/bin/f.wk?wc4.hc.next 7/21/2014 f �tIEOEL-[.Ws0 f pir sa O e d e'11 p.... .. 1 gUSHEO,� ".,THREE G1 1!._1. S STRONG r i4-- ktki(:il iJ-'Ifii7? PLUMBING•HEATING•AIR CONDITIONING 778 Main Street DATE: PHONE: { PROPOSED BY: OSTERVILLE,MA 02655 6/4/14 217-898-2847 ' Dick Mohre (508)428-6365 FAX(508)420-0180 ' WWW.CARLRIEDELL.COM TO: i JOB NAME/LOCATION: l �ZZ.•, g6 Louis Loutrel 'Ik 2 Ton attic installed AC-:2"d floor,east.`side:.t edrooms: �� , . �. :..,tr. w..: . .._ 1509 West Taylor Drive 1 44 Irving Ave. Mahomet, IL 61853 Hyannisport, MA 02647 Riedell will install an "American Standard" 2 ton attic installed a/c system that will provide total cooling comfort in your home. An "American Standard" 2 ton air handler along with insulated duct work will be installed in attic area supplying a/c to living area via ceiling diffusers. Riedell will install a.2 ton 13 seer "American Standard" condenser outside of home on a supplied precast pad. Refrigerant lines will be piped from air handler to condenser to complete system. Riedell will conceal exposed refrigerant lines with attractive slim duct cover. System will be wired by Riedell. Riedell will charge, start, and test system for proper operation. System Components American Standard -Condenser 2 ton attic installed -Air handler split AC system -Line set #4A7A3024 condenser -Pad #TAM7A3024 air handler -Aux pan 13 seer -Drain R-410A refrigerant , -Insulated duct cover -Slim duct cover ** Note: 10 year warranty on compressor and parts after -Wiring equipment is registered withing 60 days of installation. ** *Homeowner responsible for any electrical upgrades if needed. *If new sub panel is needed,add $400.00 *Minor carpentry work needed to gain access to attic area to install air handler... approximately $550.00 r We propose hereby to furnish material and labor complete in accordance with the above specification,for the sum of: _.....................................•....................._..........._......._................., ;$9,590.,00 ................... ................... _............_..............................................._............................. ....... .................................... Payment to be made as follows:. A deposit of$4,795.00 with signed proposal-is requested. Payments due as work progresses and balance due upon completion. ...............................................................................:..............................._.._...:...-............._.-................-.....:.-................................................:..............................................__...._................:......:............................_ ...... ......-.__....._........... Author iz iedell S' nat re All material is guaranteed to be as specified. All work to be completed - in a professional manner according to standard practices. Any - alteration or deviation from above specifications_ involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon Acceptance of Proposal the above prices, specifications are strikes, accidents or delays beyond our control. Owner to carry satisfactory and are reby accepted. You are a thorized to do adequate home and fire insurance. Our company and our workers are the work as spec' d. a ill ma e a utlined above. fully covered by Workers Compensation and Liability Insurance. l J Signat Note: This proposal may be withdrawn by us if not accepted within 30 days. Signature oposal �7FSrgLISHED�t v THREE GENERATIONS STRONG PLUMBING•HEATING•AIR CONDITIONING PHONE: PROPOSED BY:DATE: v�j 778 Main Street i 1 OSTERVILLE,MA 02655 6/4/14 217-898 2847 Dick Mohre (508)428-6365 FAX(508)420-0180 W W W.CARLRIEDELL.CO.l TO: JOB NAME/LOCATION: Louis Loutrel .....��..,h,r-.,� r 3 �l2 ton basement-installed-AC for Main Core-of"Home: 44 509 West Taylor Drive a Irving Ave Mahoment, IL 61853 I Hyannisport, MA 02647 .. .......... . .......... ..................................... .. ......_................ Riedell will install an "American Standard" 3 1/2 ton basement installed central a/c system that will provide total cooling comfort for-first floor living area of your home. Riedell will install air handler along with complete duct system that will supply air conditioning to living area via floor registers. Riedell will install a/c-condenser outside of home on a supplied precast pad. Refrigerant lines will be piped from condenser to air handles .;:__ Clete system. Riedell will install new condensate pump and drain line along with new programmable thermosst'-.`"", w, system will be wired by Riedell. Riedell will charge, start, and test system for proper operation. System Components American Standard -Condenser 3 1/2 ton basement installed -Air handler T: A -:stem -Line set #4:A�'K'042 (condenser -Condensate pump #TAM7Au`:-�V"_H air handler -Thermostat 13 seer -Wiring R-410A refrigerant **10 year warranty on compressor after equipment is registered within 60 days of installation**, *Homeowner responsible for any electrical upgrades if needed. We propose hereby to furnish material and-labor complete in accordance with the above specification,for the.sum of:. .............................:.......... $13,505 00 Payment to be made as follows: A deposit of$6,752.50 with signed proposal is requested. Payments due as work progresses and balance due upon completion. Authorized R dell Si nature All material is guaranteed to be as specified. All work to be completed in a professional manner according to standard practices.. Any alteration, or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon Acceptance of Proposal — the above prices, specifications are strikes, accidents or delays beyond our control. owner to carry satisfactory and are hereby accepted. You are a • horized to do adequate home and fire insurance. Our company and our workers are the work as specifiedy t will made outlined above. fully covered by Worker's Compensation and Liability Insurance. Signature Note: This proposal may be withdrawn by us if not accepted within 30 days. Signature - - i ' ® DATE(MMIDDIYYYY) ,a►coer� CERTIFICATE OF LIABILITY INSURANCE 05/06/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 'RODUCER. CONTACT Erica H O'Connor HART INSURANCE AGENCY, INC. NAME` . 243 MAIN STREET PHONE 508-759-7326 x205 F� Ne 508-759-7633 PO BOX 700 _ E-MAIL ADDRESS: BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC e INSURER A: ARBELLA PROTECTION INS CO . 41360 NSURED Carl F Riedel]&Son Inc - INSURERB: ARBELLA INDEMNITY INSURANCE COMPANY - 10017 778 Main St Osterville,MA 02655 INSURER c - INSURER D: INSURER E: INSURER F: ' OVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _TR ADDLTYPE OF INSURANCE INSR SUBRWVD POLICY NUMBER MM/DDY/YEYYI' MMIDD� LIMITS -TR A GENERAL LIABILITY 8500033836 05/01/2014 05/01/2015 EACH OCCURRENCE $ 1,000,00 DAMAGE T RENTED 300,00 11:71 MMERCIAL GENERAL LIABILITY - PREMISES Ea oeourre ce $ 11 CLAIMS-MADE OCCUR MED EXP(An one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00( GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY PRO- LOC $ A AUTOMOBILE LIABILITY 1020018223 05/01/2014 05/01/2015 COMBINED SINGLE LIMIT 1,ODO,OO Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident) $ A UMBRELLA LIAB OCCUR 4600033837 - 05/01/2014 05/01/2015 EACH OCCURRENCE $ 1,000,00 EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I V1 RETENTION$ 10,000 - - $ B WORKERS COMPENSATION 0054000514 05/01/2014 05/01/2015 WcsTATU- I oTH- AND EMPLOYERS'LIABILITY YIN V1 ANY PROPRIETORIPARTNERIEXECUTIVE NIA - E.L.EACH ACCIDENT $ 500,00 OFFICER/MEMBER EXCLUDED? - - (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION PROOF OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. . AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD •. 3�taTbN n Amy GR� � 13 Roo v ITc / rcr , R rpm € s - 3/f,) Ave. ri looThL V tJG hvC R OARD Fom+ � 'S S T ►�� Sysr�m �� CAN sEE CONWR =Rj - HALL 1 COMMONWEALTH OF MASSACHUSETTS B.DAWb Of SHEET;;MLT* WORKERS NO ISSUES THE FOLLOWING LICENSE : AS` A PIASTER UNRESTRICTED a Z-A '..L' RIEDELL ::.<... �w N CARL F RIEDELL AND .SO;NS W 77$ MAIN ST 0-TERVILLE MA 02655-2011 09/28L15 92897 • e i 1 1 r 1 47 These ddaw{ng5 as sfiown are for illustrative yeniy aweAi ting vs proposed con ions pi make alteratl-gns and/of adjustments to.wo completed Project_In aompfa.- ith desigi set forth in MA'.State Bulhkt.t:ode acid al Should'concealed conditions be revealed it _ conditie i;contractor shall nottfy.desJgner.pi may tae requited( , asp--51ue . pV - LOnLF: YENTED RFDC�E•... .. . -If — — --- a — C 1� • v->�{ait, � f)f Z-+k OF IJ now. ..Pco.. rcvr aL . } - -+--- PiWM �e'✓tTrA - - 1FEZ,E ro -. � EMCCTgP' L` f1�d��jK Tr PAW- t 7", N � Gd l d'^1 fi. fiu r V t2 1 it r( HiK)c,r-s �Ot1up k r�!k g. :�c�of��I'� �---✓-a,.�a�rrt w/5n..s w Es - s 71 MA r. ez - i GP� 02 I" ' I � L� Ill was I 'WEI Ri .` p---- EWE -- MENEM .��. s• I CIO I � • / C J 1 eel �• �i-"ter., � -�I:yw�»,.��a.:z�,...�:na� � I� � s - - Mal 1M-1 -4-3 - cvewi Mimi •�` i� I� F -71 --------------------- I I I` 1 v,~ - - 22�•.tolF t r 7i{kFWuir.Efl $d ILt,IL G (Jf�4j10N�p�pJA7U.ON- t"ExT:.WItLIT. 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I i ® Issues -� EQ. EQ. PIiDPOSED Nimba D& Dec NEW CONCRETE I ® ( 11 `RREWffASf NOpt �`/ a .0 I Ex SIRE - �,-1r h t �,SI_ gy PATCH DIST WQDD I i� yAS1ER OtlN (31 8 l ' � ® ®.. 0 Vf PLY ON ONE SIDE WIDER OYPSIBELOW . 0 -€ NR DaSIINC WALL TO ———— I f�1RB.I IWASN .. « 810 r EDlXS/i .BELDW O - __ ® WALL :ALN,w W/PROPOSED WALL 1 •_.--_ w 8 O 2Re8 TAIMY �S O1 _ RETIQI- I oasr FIRTNIMR HEM ,TO,? r' ® I�^ ALCM W/NEW PAST I h 1 A SR181G ROOY STAEm1Y cTIVERIFY LOU OF WALL• �' NEW WOOD -- �_,..' PATCH DIST. NEW y 1 VIPKITCHEN . 4 Cr C.O,� $ B NEW WOOD O w ,, PROP. 10 pOSf 4'I 4 NEW RANGE W/ / w I RA1M I gl h i HOOD VENT ABOVE 1 4'-7 i' N r-8r IIIALT-P7 42'3�/ . NEW TILE - -- —i — — — — -� — — — — xo. —— — r-co. f NEW 'i _ I O � I soE Exmr 5 ® ® Iw nLE ---I. O 0 ETasr I _+E Revisions - NEw MEj Mmw Date D-0. I; s ON q�ppym a ED. € FA. EQ. HALF COLUMNS O WALL, BIURTgk I �A -- 17 SQUARE NWTAPERED � e'• --- E POLY-CIA19CC ODL MNS i - - - ----- "d ,•-V i ,B ]�d ,------ .1 ffY'TlLHtNC AFr 17 ROWED NONTAPEFED I - -�_.-_ - 8Y'TURNfRAFr § 6-1rxe=0r DRIVEWAY - I LANDING I it I I ppST c�i 1E�USE EX _ I;,. O OLNMD ROpI PARLOIL . COST PETwu 1:: I I I A87 ® aea aq. II Dmwby. j - ® ® O'Neil Residence 44 Irving Avenue I Hyannis Pon,MA g i SMOKE DETECTORS REVIEWED i PROPOSED FIRST FLOOR ED. BARNSTABLE BUILDING DEPT. DATE PLAN EQ. � !15•-8r,V.LF. 1 tG•7�,V.LF. 414'-Y,111F. _ li RSA/YAR� ZGQ2� 24=6 0 RENOVATED GARAGE 47r•01,V.Lf. FIRE DEPARTMENT DATE ot:ANNED BOTH BIG"!t" ''r?F>.?RE P OUIRED FOR PERMITTINGFER 20101.01) ,�e,� A101 I 1 I 53 Central Avenue � Needham,MA 02494 24=P 4ar i Telephone: 781-449-4109 E0. f E0. ' E0.-f E0. I I I am A=tduckham.com I I �y Mvh,te�eYiro&LNe.mr ISetity ■� I I I r I I I I I I , I I I WBG � I IBM f EXI�STNPEOROVCN f FIRST FLOOR Ft OR OEMI BELOW I NG PERWT SET O EXISTI lO BELOW g ' I ------ ---- PAN FUR E705RNC FLOOR I 7V � I iD WTCN PROPOSED OUTLINE OF OB OB FLOOR IIEIGITI 1 1 ROOF ABOVE�' yt. /// ]SSum W 0FLOOR BELOW N-bc D> ' OUTLINE OF !' » 1n O 1 » I OERRIO ABOVE. 1 1 - ,.. WOOD - OLOSEf.'. 36 HIGH 8 B Q I - RARING WALL STD I - -- -- - --- --- ---- r - - 16 ' I I 7-flf WOOD i I . .. OFFICE � , _ B - .IrWR1NE w 1WOOD �� h,' -_ -_—_ — _-3 SdIP01A1 — —__—'_— _—_ __ __—_ — _—__— _ _ _ �— _—__—_ — — __— _— I ABOVE 0 I � bS' � - +�, ATnc snanuv I - —— aw ebvaoow I W -- -,;._. .._-' 9R• WOOD tt » ! O ID ENTILE gASEF b 3j1 7-tfd 3r I'-IOr EQ. f E0. 1•-101f , .�� .. PROP.&iFL__ I ( __. _ I .. NEW �+ O i r _.- .. .- .. CODRY wl_%,..ONSEWt+D Y8 VETO F POST @ IF I aI. » Imo►, G C O I WALL A,MF _BELOM R ® _ _ -_ -� —_ � I --- — -- I. _-I .!RELOCKFE _-__, FIRST FLOOR BELOW -1 I - _•. I I 9:12 7_12 I WINDOW AS: FE ' I Q Q Q Q 0 I I COPE ROPE I I NEEDED I REOR0011 L J El Revisions I �J----- --- I L J I _ . EX EX/ 1 &TM O L : I IIt - Ex lkl- �a ----- --- -- I EXIST.FIRST -- r Elf plNNE OF PROP. . PORCH BELOW t® B ERSQ t I I � I : EXIST. :.LI j ,.._.:-.. Cb.Wby: - I PERGOLA BELOW 1.1 ,,.. _- FN j O'Neil Residence 44 Irving Avenue i Hyannis Port,MA PROPOSED SECOND FLOOR 7 B E0. ED. r•6 ED, E0, I I PLAN 24=V O RENOVATED GARAGE 232'-0.V.I.F. y A3o1 PrvjeaN®be- 1 701831.00 A102 2019.08.12 ®.emu ...y....... - ' ..r.,... rr..ew.:w.....�,r.wm.e }, ' -- GMERAL NOTES- BEAM LEGM SHEAR WALL DIAGRAM SISUCWBALtl�: " 1 SUMP DETAILS AND SPECIFICATIONS TO BE BEAN2-2.1YS,RIDGE BEAM ., , ) DETERMINED IN FIELD BEAM 2 2-2'x1Ds&t Wx9•FLITCH 1:L&-EXISTING TO RFL9NN LD.B'Bl'TOP of WALL ROWS 2 W/ OF 47 BOLn 1 o.c.O _ SSW-STRUCTURAL BEAMING WALL H 2 HANGER TO HFAOOS J & 8,RAf7ERS - M&•MASONRY OPENING L 6e -CAST-UFPIACE BUM 3 3.1 Yixl r LVL,FLUSH BEAM 4 2-2x1OS,VALLEY BEAM INSTALL OVERFINNE .TALL CONT.4.ON DFAiORATED PYC GRAN PIPING SYSIfN.AT BEAM 5 2-2xIDS.VALLEY BEAM OUTSIDE OF CONC.FOOTING,AROIRID.ENTIRE PERIIETFR OF HOUSE. BUM 6 3-1 W.14•LVL,RUSH BEAM �59 Central Avenue CONNECT NEW PIPING TO EXISTING HOUSE PIPING(F APPLICABLE)AND BEAM 7 3-1WdOi LVL RAFTER,SLOPED 12/12 1) VAF.-VERIFY IN FIELD Needham,MA U2494 SUMP TO DRY WELL(SEE CIVIL DOGS).PLC PIPING TO BE WRAPPED IN BEAM 8 3-1 W d Vi LVL,RAFETL,SLOPED 12/12 2) PROVIDE INRRIGNE TIES O ENDS OF ALL COOT.FILTER FABRIC WITH yi SMOOTH CRUSHED STONE BEAM 9 3-1W.9W LVL,RAFTER,SLOPED 12/12 STUD WALLS AS SCHEDULED ROOF��•�') Telephone: 781-449d109 BEAM f0 2-2.103.VALLEY BEAM -. 3) PROVIDE SOLID BLOCKING BELOW ALL WOOD DO NOT INSTALL ANY CONCRETE ON FROZEN GROUND. DO HOT BEAM,1 2-2.1DS.VALLEY BEAM •Lr;:.,;;. POSTS(m.) - INSTALL CONCRETE W STANDING WATER NO CONCRETE SHALL BE BEAM 12 2-2.IrS,RIDGE BEAM 4) PROVIDE•SIMPSOM HGIIS MAX.CONNECORS INSTALLED WHEN THE OUTDOOR TEMPERATURE IS LESS THAN 32 BEAM 13 2-2X17S,FUDGE BEM ':"•1= OR SDUTAR . DEGREES FAIUHNOBTT. BEAM 14 2-1 W'.IIC LVL,(EDGE BUM I. I I 1.i 5) ALL GANGED STUDS TO BE FULLY NNLID ALL EXTERIOR CONCRETE SHILL HAVE A MINIMUM STRENGTH OF 4,000 BEAM BEAM 16 3•1 WD,vAL VE,i1JSN BEAM ' 11 I j l i.l i - 8) 77 TO BE,Yl WIDE PSI AT THE END OF 28 DAYS AND SHALL BEAM HAVE 6i ENITNMED AIR ALL INTERIOR CONLMETE,INMUOING BUT NOT UNITED TO,WALLS. I tI ,..�I II I fi, 111 -�II� � BLACK IN BETWEEN EACH FOOTINGS AND SLABS,SHALL HAVE A MINIMUM STRENGTH OF 3.000 PSI BEAM 17 2-IW.7Vr lVl,FLESH BEAM „I.. {II V I N FI www.ken[durkham.com AT THE END OF 28 DAYS OR OTHERWISE NOTED BY STRUCTURAL BEAM 18 2-2.10S,RIDGE BUM III I i l'1 I I STUD TO PROVIDE CONTINUOUS ENGINEER OR ON S2CO). BEAM 19 2-2.B'S FLUSH BEAM �.;,: X 11 11� I:t. 171 FASTENING OF SING MDT LY SHN0 SOIL AND FDUNDA71ON NOTE A.zc..c.&.E�erior l)etigl, . ALL FULL HEIGHT CONCRETE iDIRNDA710N WALLS SHALL AT(FAST BEAM 20 2-2.SS FLUSH BEAM III .-` I Ij '`li .' FOR CLARITY �� N - _-___ 10 MLOL THICK. BEAM 21 3•1 Wd Id LV4 HEADER III -� I I v. VERTICALLY AGAINST EXT.SHEATHING.) _ BUM 22• 2-2xSS,DROPPED BEAM ��I .- CONCRETE TO BE 4000 O REAR FDIL WALL REAR CONCRETE TO BE BEAM 23 2-I W.91e LVL,FLUSH BEAM ,:I' Y..; LEFT FDN.WALL&REAR RIGHT FDN.1YN,L, ALL FOOTINGS OR BOTTOM OF fOUNOAnON WALLS SHALL BE AT LEAST PLYWOOD SHEATHING MOUNTED HORIZONTALLY 4g BELOW'THE AMMCENT EXTERIOR GRADE BEAM 24 2-1 W.9W LVL,HEADER W/3-2.4 JACK STUDS :•'L WHERE GRADE IS RAISED. } ALL CONCRETE SLABS ON GRADE SHALL BE A MINIMUM OF C THICK BEM 25 2.1 yid AF LVL,FLUSH BEAM Al, AT I NEw F]IFR OR w t c, I nr�Y nuc va oR 7D CONSIR CI DN.INSPECT EXISTING SOIL AND SHALL HAVE A CONTINUOUS REINFORCING OF Sx6 1.40.4 WELDED BEAM 26 3-14VI8•LVL.FLUSH BEAM,OR ISf 84 NNlS SPACED O S,ROOF TO AND VIIIY THAT EXISTING SOD li2dll CUT YP/dMY p WITH MESH RUNNING IN THE CFNITOt OF THE SUB. ALL STABS ON W70.39 SIIFL BEAM,FLUSH BEAM. am FOUNDATION,U.O.N.ALL EDGES TO BE FULLY GRADE SHALL BE OVER A 6 M-LAYER OF POLYETHYLENE VAPOR WI2x26 STEEL BEAM,FLUSH BUM BLOCKED I F CLAY EXISTS,NOTIFY STRUCTURAL ENGINEER NNOFVALP IINLPoER AND A CONTINUOUS DYER OF 6 MINIMUM UNIFORM DYER BEAM 27 3•2.105,HEADER W/DOUBLE JACK STUDS _ FOR FURTHER RECOMMENDATIONS AND/OR OF COMPACTED GRAVEL - REQUIREMENTS FOR 2x8 FLOOR SYS.,VJ.F.: FOR 2xII FLOOR SYS..V.LF.: SEAL AND INRDFN ALL CONCRETE STABS ON GRADE AND POWER - ccr� "TROWEL F9NNH. BEAM 28 2-2.B'S,FLUSH BEAM 2-2.10S,FLUSH BEAM PEffiff �7L•T ALL CONCRETE WORK SHILL BE PERFORMED IN CONFORMANCE WITH BEAM 29 2-1W.7W LVL, 3-2.10'S,FLUSH BEAM POSE NOTES: . THE LATEST EDIIIDN OF ACF318,'BOLDING CODE REQUIREMENTS FOR FLUSH BEAM FTC.A 3V!ILLY ON 7-6d=6.1O FOOTING' I. BEAM 30 4-1 W.7 1A LVL,. 3-1 W d Vi LVI, R REINFORCED CONCRETE' BEAM BUM FLUSH BEAM BEAM 31 2-1 W.7 Vr LVL, 3-2.10'S,FLUSH BEAM USE SPRIWFOLU CAP PLATES AND STAMPED STEEL BASE PLATES AT ALL F MSTEEI, A18 TYPICAL•ASIM A815,GRIME 60. W'ELDED WIRE FLUSH BEAM NEW U11Y COLUMNS FABRIC•SE S A185. ALL POSTS.3-2x4'S OR 3-2.6S(MATCH WALL THICKNESS)TYP.U.O.N. 4 IN NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT BE �: - '. PERMITTED CLOSER THAN S-P FROM ANY FOUNDATION WALL,U.O.N. ALL HEADERS-3-2x4'S.SINGLE,LACKS,DOUBLE KINGS TYP.U.O.H - ) Its Issues D.k ' 'm THE CONTRACTOR SIW1 USE RIGID TEMPLATE TO INSTALL ANCHOR SIMPSON HDU5+W ROD EPDXY/ACRYLIC SET, BOLTS I& 6 EMBEDMENT.3 LOCATIONSTHE USE OF EXPLOSIVES SMALL NOT BE PERMITTED WITHOUT r WRITTEN PERMISSION OF THE STRUCTURAL ENGINEERS THE Q S EMBEPSONDMENT MENTITUB+ OC ROD EPDXY/ACRYLIX:SET, j 6 EMBEDMENT.2 LOCATIONS MINIMUM ELAPSED TIME BETWEEN ADJACENT CONCRETE PLACEMENTS SHALL BE 48 HOURS. I ALL BACKFILL UNDER ANY PORTON OF THE BUILDING SHILL BE COPACIED M 6 UFTS TO A MINIMUM DENSITY OF 95%AND SHALL - BE STRUCTURAL FULL ONLY AFTER THE FIRST TUTOR FRAMING IS - COMPLETED AND THE SILL PLATE IS PROPERLY BOLTED TO THE FOUNDATION. 244 - - FOR ADDITIONAL STRUCTURAL NOTES(NOTES ON SHEET 15 DOWELS.16'LONG REBAR 3Y•2E,V.LF. I` NOTE,EL STRUCTURAL ENGINEER.SHALL SUPERSEDE ANY CONFLICTING 1T O.C.SPACED VERTICALLY N NOTES ELSEWHERE) i SM. tPIto _ AN /5 DOWELS.16 TONG RERAN ALIGN - __b __ EL- _ CRAWISPACE EP OXEY/ACM'L1C SET 8'EMBED UNFINISHED IT O.C.SPACED VETOOALY -. I EL- 1 1 ---- r--------- / OUR81E OF, --- --- - ' J5 DOWELS.16 LONG REBAR --- J 1 L EXISTING - PROPOSED WALL ABOVE I I EPO1M/ACNO&SET 0'EMBED 1V i i EL- 1 PORCH ABONE7 CRA DACE 7 ; ,6 D.C.SPACED VERTICALLY L X I I B - 12'•O.1'd '.. H FOOTING I ROVISi071S /NEW d 7HICK CONCRETE SLAB __ _ fi 1 13T 0 tO IMP M.O. 7 5 EXISTING CROASPACE PROVIDE NEW M.O.0 � �' D ® I L W/US W2.9xw2.9 W.W.F. I W/6 MIL VAPOR BARRIER& NA ---_ I A80YE I u C NF THICK CRUSHED STONE 845E A. II II ( I 117�IF BEAM AM __ _ __ _ � M.O. ' -OPo ——L 1 -1 I I B LA PROP:I - I — .}.——— 25 5 N L---, I I MA I I ! r T- 1- TSTAR LounolN� -r.---T - FXIsrMc / ! �, _ L— ! FTK1 84SE1MNT -r-� I ww eE OUILINE a i°o TING GARAGE AwED `<((`�,dG6 I LRavasEO ! I I -- — ' EXISTING NDER 1O ! ! (WALL A - I C6atdbT: ' 174.td I I TOP O S PRaxmE MEN WSVA E BLACK j I iXyp: FoonNG /5 DOWELS x IF LONG REW EPDXY/ACTING - I SET E EMBED 1S O.C.SPACED VERTICALLY, +5 DOWELS:16 LONG REBAR I I I V EA SIDE OF CRAWLSPACE FOUNDATION i . O'Neil Residence EPDXY/ACRYLIC SET t EMBED N _ AA Tj��,�� 16 O.C.SPACED VERTICALLY L-- -- • , L.: 44— *Avenue ' _ - _.-- - _ _ _ Hyannis Port,MA FOOTING i I - �� - 5 - . 1DP OF W LF. - EL- ,TUT SUNROON ABOVE . POUR NEW LOW WALL 0 El• 1-1 I :___ PROPOSED GARAGE DOOR! r-- - . I ..' I L NEW SLAB 1Ip SIL 1 L--- 1 ON GRIDE 7- I FDDnxc PROPOSED BASEMENT PLAN FOUNDATION/ EX4€IjG �! DOOR I 5 fc.r D_iq S ek: I v��ra ED. 8'-9•M.O. 9'`4 M.O. L E0. rs j, MITI 24•4 ,D-p 019b Soo N�a 119.O612 CA 0 -' Ne-il si ence Ke d .: . 44 Irving Avenue Hyannis Port, Massachusetts abee'�d • mw 5� �0 oved by 'L �Z Permit 'Set - August 12, 2019 ��Q� b QI � O'NEIL RESIDENCE-44 IRVING,HYANNISPORT MA TOTAL LIVING AREA PLUS GARAGE(TLAG)COMPUTATIONS LOT SIZE:17,492 SQ.FT. FLOOR: EXISTING: ADDITIONS: PROPOSED: AN ' BASEMENT: 1,517.12 +0.0 1,517.12 rr J ENERGY COMPLIANCE FIRST FLOOR _ _ (INCL.GARAGE): 2,623.09 +275.85 2,898.94 ALL CONSTRUCTION iuiE/MNRGACECERTrFISUPPLIEDE. Aa+rtEC.TCHHEEOMPLLINCERTB ARCHITECT. SECOND FLOOR 1,061.58 +1,203.60 2,265.18 t WALLS TO BE MIN.R-20,ALL CEILINGS,ROOFS B CEILINGS TO BE MIN.R•49, ALL FLOORS TO BE MIN.R•30,BASEMENT WALLS TO BE MIN.R•19,ALL GLAZING TO BE AM ATTIC: 0.0 +0,0 0.0 MANUF�URERS INSTRUCTION..N�dEN NGS WILL BE SEALED RAP WILL BE INSTALLED IN NNWCOMPLI +1,479.45 SF. 6,681.24 SF. coMPLIANCENITHTHE2o1sIEcc TOTAL TLAG: 5,201.79 SF.- PROJECT DIRECTORY DRAWING INDEX GENERAL NOTES., OWNER: Seen B Cathy OTNell COVER 1. ALL WORK PERFORATED,INCLUDING MATERIALS FURNISHED,WORKMANSHIP,AND 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 14. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP 44 Irving Avemle MEANS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPLICABLE INSTALLATIONS,CONDITIONS MATERIALS AND FINISHES WITH THE PROPOSED ADJOINING PREWSES,INCLUDING STREETS AND OTHER AREAS ASSIGNED TO OR 8 AND THE LATEST REQUIREMENTS OF THE M SSACHUSETTS STATE BUILDING CODE CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY USED BY THE CONTRACTOR,FREE FROM ACCUMULATIONS OF WASTE MATERIALS Hyannis Port,MA 02647 AND THE APPLICABLE CITY OR TOWNSHIP,ALL LOCAL AND STATE HANDICAP AND CONTRACTORS OPERATIONS.THE CONTRACTOR SHALL PROVIDE ADEQUATE AND RUBBISH CAUSED BY CONTRACTORS EMPLOYEES,SUBCONTRACTOR OR THEIR T.(508)775.4517 C-2.0 BUILDING PERMIT PLAN FEDERAL REQUIREMENTS,AND GENERAL CONDITIONS PER NA DOCUMENT#A205 SHORING AND BRACING FOR STRUCTURAL OR REMOVAL TASKS.THE CONTRACTOR WORK. Contact: Sean(Melt AND OWNER/CONTRACTOR AGREEMENT DOCUMENT#AIDS. SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR $100 PROPOSED FOUNDATION/BASEMENT PLAN DURING THE EXECUTION OF THE WORK.ANY EXISTING MATERIALS AND FINISHES ,. 15. CONTRACTOR SHALL ASSIST DELIVERY AND STORAGE OF OWNER SUPPLIED ITEMS, 2. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED WHICH ARE DAMAGED,SHALL BE REPLACED AS NECESSARY WITH NEW MATCHING AND DISPOSE OF ANY RESULTING TRASH. ARCHITECT: Du kham Architecture S102 PROPOSED FIRST FLOOR FRAMING PLAN CERTIFICATES OF INSURANCE WITH THE OWNER AND THE DEPARTMENT OF MATERIALS AT THE CONTRACTORS OWN COST AND EXPENSE. 53 Central Avenue BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY THE 16. CONTRACTOR 5HALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PNOR TO S102 PROPOSED SECOND FLOOR FRAMING PLAN GOVERNING AGEJCIES. B. THE CONTRACTOR SHALL DO ALL CUING,CHASING,CORE DRILLING,PATCHING INSTALLATION,AND SAMPLES OF ALL MATERIAL AND COLOR/FINISHES FOR Needham,MA 02494 AND REPAIRING AS REQUIRED TO PERFORM ALL THE WORK THAT MAYBE ARCHITECTS APPROVAL ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT T.(781)449-4109 S103 PROPOSED SECOND FLOOR CEILING FRAMING PLAN 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO DOCUMENTS. Contact:Kent Duckham - 5104 PROPOSED ROOF FRAMING PLAN CONDITIONS AGREE WITH THE INFORMATION SHOWN ON THE DRAWINGS.ANY COMPLETE THE JOB.PATCHING SHALL MATCH ADJACENT SYSTEMS,MATERIALS CONFLICTS,OMBSSION5 OR DISCREPANCIES SHALL BE BROUGHT TO THE AND FINISHES UNLESS OTHERWISE NOTED. 17. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS,AS APPLICABLE TO THEIR ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF CONTRACT,WITH OWNER. 5200 PROPOSED FOUNDATION DETAILS ANY WORK. NO ALLOWANCES WELL SUBSEQUENTLY BE MADE ON BEHALF OF THE 9. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE ARCHITECT FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO •Is. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT,PRIOR TO FINAL PAYMENT, CIVlLJSTTE SURVEY: Baxter llye Engineering - NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE INCORPORATING ALL STANDARD GUARANTIES AND WARRANTIES AND ORIGINALS 78 North Street A101 PROPOSED FIRST FLOOR PLAN INSPECTION OF EXISTING CONDTNOS. METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK.ALL WORK SHALL OF ALL APPLICABLE CERTIFICATES OF TESTING,INSPECTION,TEMPORARY FINAL Hyannis,MA 02601 BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE CERTIFICATE OF OCCUPANCY,COORDINATE WITH OWNER. T.(508)771.7502 A102 PROPOSED SECOND FLOOR PLAN 4. PRIOR TO COMMENCING WORK,ORDERING OF MATERIALS AND SHOP FABRICATION AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE,(PLUMBING, Contact Matthew Eddy A703 PROPOSED ROOF PLAN OF ANY'VATERIALS,THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS ELECTRICAL,ETC.),WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED 19. CONTRACTOR SHALL BE RESPONSIBLE FOR ATHOROUGH,PROFESSIONAL INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE INSPECTIONS AND SIGN•OFFS. CLEANING OF THE ENTIRE FACILITY PRIOR TO OWNER TAKEOVER DATE.ALL ARCHITECT FOR RESOLUTION. EXPOSED HORIZONTAL AND VERTICAL SURFACES INCLUDING,BUT NOT LIMITED TO 10. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. THE FOLLOWING MUST BE WIPED CLEAN AND FREE OF DUST;WALLS,EXPOSED GENERAL A201 PROPOSED FRONT&LEFT ELEVATIONS 5. DRAWINGS INDICATE LOCATION,DIMENSIONS,REFERENCE AND TYPICAL DETAIL CONTRACTOR,SUBCONTRACTORS,VENDORS AND MATERIAL SUPPLIERS SHALL STRUCTURAL MEMBERS,STAIRS AND RAILINGS,CABINETRY.ALL FLOORS MUST BE CONTRACTOR: A202 PROPOSED REAR ELEVATION FOR CONSTRUCTION.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BHUT REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING THEIR WORK MOPPED CLEAN. ANY NECESSARY FOR PROPER CONSTRUCTION OF A PART OF TE WORK SHALL BE AND SMALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS,FOR CONDITIONS NOT WHERE THE INFORMATION OCCURS ON THE DRAWINGS. 20. CONTRACTOR TO PROVIDE 3 COPIES OF AS BUILT INFORMATION,OPERATION AND ILLUSTRATED,NOTIFY ARCHITECTS FOR CLARIFICATION AND/OR SIMILAR DETAIL. MAINTENANCE MANUALS,INCLUDING ALL PRODUCT GUARANTIES AND A301 PROPOSED BUILDING SECTIONS 11. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND WARRANTIES. A302 PROPOSED BUILDING SECTIONS 6. THE SCOPE OF WORK INCLUDES ALTERATION TO EXISTING FACILITIES.WORK SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES, WHICH IS OBVIOUSLY REQUIRED TO BE PERFORMED OR PROVIDE A COMPLETE AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK 21. CONTRACTOR TO KEEP A SET OF THE MOST CURRENT DRAWINGS ON SITE AT ALL FINISHED PRODUCT WITHIN THE SCOPE OF WORK,BUT WHICH IS NOT WITH THE WORK OF OTHERS,AND SHALL VERIFY THAT ANY WORK RELATING TO TIMES. , SPECIFICALLY INCLUDED ON THE CONTRACT DOCUMENTS,SHALL BE PERFORMED THEM WHICH MUST BE PROVIDED BY OTHERS,HAS BEEN COMPLETED AND IS. - O STRUCTURAL Johnson Engineering Group A401 PROPOSED BUILDING DETAILS BY THE CONTRACTOR AND BE INCLUDED IN THE BID,CONTRACTOR TO INSPECT ADEQUATE PRIOR TO COMMENCING WORK. N ENGINEER: 95 Swanson Road,Unit 122 AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY OWNER TO INSURE PROPER Boxboro,MA 01719 A701 PROPOSED FIRST FLOOR LIGHTING PLAN QUANTITY,THAT ITEMS ARE DEFECT FREE,AND MATCH INVOICE CONTRACTOR 12. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL T.(SITS)266.1132 TO BE RESPONSIBLE FOR INSTALLATION,WHICH MAY INCLUDE BLOCKING, MOUNTED FIXTURES,FINISHES AND EQUIPMENT,AND FOR ALL HANGING FIXTURES, A702 PROPOSED SECOND FLOOR LIGHTING PLAN SHIMMING,ETC.IT B THE CONTRACTORS RESPONSIBILITY TO COORDINATE ALL BLINDS,ETC. Contact:Bob Johnson,P.E. ITEMS SUPPLIED BY OWNERS VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPECIFICATIONS,HEREIN.ANY 13. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER DAMAGED ITEMS OR DISCREPANCIES BETWEEN MATERIALS SPECIFIED AND MANUFACTURERS WRITTEN INSTRUCTIONS AND/OR RECOMMENDATIONS. Epp MATERIALS SHIPPED,SHALL BE REPORTED TO THE ARCHITECT PROMPTLY. ON �` dABB �yy 'FN7/JOF 1AP Z a M7VAV.kentduckham.com N Ot O N ZONING TABLE B AXT E R I N Y E ZONING OISTRICT(S):RF-1 RESIDENTIAL PRaPos_m USE' RESIDENTIAL ENGINEERING &SURVEYING OVERLAY DISTRICTS:RPOD PROP TOTAL SITE BUILDING FOOTPRINT=3,031 SF TIAL ALLOWED USE: �DENTIAL BAXTER NYE ENGINEERING& SURVEYING TOTAL PARCEL AREA: 17 4923 SF - REQUIREDALLO EXISTING PR LOT AREA: 43,560 SF 17.492 SF•• N/A Registered Professional Engineers FRONTAGE: 20 FT 153.8 FT N/A and Land Surveyors BUILDING SETBACKS FRONT SETBACK 30 FT 26.3 FT•• A 78 North Street- 3rd Floor 90 SETBACK 15 FT 29.1 FT •4 Hyannis, Massachusetts 02601 REAR SETBACK 15 FT 18 FT N/A MAX.BLDG.HEIGHT STORIES Z.5 STORIES OR 30 FT 2 STORIES 22 FT 2 STORIES 25.1 FT Phone - (508) 771-7502 ••PRE-EXISTING NON-CONFORMING - Fax- (508) 771-7622 jwww.boxter-nye.com I I I NOTES• 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES. I REQUIREMENTS, AND SPECIFICATIONS. I 2. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE I I APPLICABLE. 3. SITE LIGHTING - SEE ELECTRICAL DRAWINGS IN ARCHITECTURAL PLAN PACKAGE FOR DETAILED ` N/F INFORMATION. MARYLOUISE PALLOTTA McDERMOtt STAMP STAMP TRUSTEE OF THE MCOERMOTT-HYANNISPORT REALTY TRUST I DEED BOOK 26991 PAGE 98 ELLENNB RYAN MAP 287 LOT 001/002 I WLLIAM J.BURK KINGLSEY _ GAIL B.KINGSLEY TRUSTEE OF PEARL AVENUE REALTY TRUST _ DEED BOOK 13795 PACE 136 __ -- MAP 287 LOT 003 I ___ �83'S9'3D" --_____727______ S 29.93" 73'S5"E 3� 121-6 EDGE OF 7,AryN CB/DH EDGE OF LAWN I� CONSULTANT REAR SUILOIN $E PARCEL II PER CK -* 15"e ED E I �$79'S6' � ✓+I DEED BK 31086 F 1 - J 2 17.49235.E--'_ PAGE 67 $ N' _ __ / 29.34' / li .47, ACRES N 22' _ / PARCEL I Elf PA EL III PER 3 OEED BK 086 W DEE BK 310ji6 N/F - 121 2 PA- 6T� o XCE 67 CLAUDIA A ENGELHORN z '1,v, `\�{LECTRICAL ® if� DEED BOOK 23554 PAGE 209 �. wti, BRICK PATIO UDPD�, 0 MAP 287 LOT 147 � CONSULTANT z N '4 =R '_+1 0.8 j • oe -� I N COVERED PORCH .' IR C IION l/�J PRW'OSED �rQ- i I 3 APPRO%.LOCATION OF N �Andl 12 B;/ CONIR L EXISTING LEACHING W J CHAMBERS h PROPOSED PROPOSED E70SlINC GRAVEL ADDITION(04 ADMTION i g I ro I DRIVEWAY TO BE o rc ]4• X y / I REMOVED AND C _ 122. ' I o LOAREPLM AND WIN 5 EXISTING N i IX y PREPARED FOR: LOAM AND SOS = y1 OUTLINE OF %,BRICK PROPQefEQUNG N 13 APPROX.LOCATION DMM�YVELL A l� G ' 844 STEPS " p o OF EXISTING D-BOX' p,'r, ; I APPROX.LOCATION- OF - T E IC a0 O BRICK 30'"FRONT �' I - Sean O'Neil OF EXISTING A _ O LEACHING -BUI DING TRACK ', g 44 IrvingAve Sl7f BENCHMARK WATER GA IE - '- 12 .. (A � CHAMBERS 1317E BENCHMARK CONCRET BOUND ELEVABDN I75.IS 55T/ED) µA \2'� � MB/DH 29/ ELEVARW=1i6.64(ASSUMED) - HyannlsPort,MA 02647 ARBL �© //"POLE \- 'ELECTRIC/ it 1 .3 1,2•Z� ,' / 12 METER/ - 1.17' A i 'DO NOT 20 20-#12 .0'i ENTER" _ CRWND 0' 4 N R I A `/M_GHT(T'-ICI}) 11 �, 0 CC 'ALL TRAFFIC Ny PROPOSED LEACH c u 11'CC L�a o _ - - _ N $ A PROJECT TITLE TURN RIGHT' / F D AND o-�X 'ND PARKING* o �r / --o��--k116.�0 �o V C 'W o— ' _ - Irving / SEE PUNS eY ry r — —°f"c-FTT5.5 OTHERS �/ — — — - 44 Irving —GHs--_ I Hyannis-Port,MA - - =' �H1 � H,2D.6 r „ 4 , R V I NG AVENUE 1 - -' - '-- -"`� B / O CB/OH I / / I • - ® SDU 8AI MB LUM FOD AND D-BD%By OTHERS w DATE I DESCRIPTION SHEET TITLE Building Permit Plan SHEET NO Aft n DATE:03 19 19 20 0 20 40 SCALE IN FEET • SCALE: DRAWN eV:SOM CHECKED BY:SMM JOB N0:�f8012 FILE:2019-ad2 G BERAL NOTES: BEAM LE Q—. SHEAR WA ( p ar A 5@U IIlBAL.N9ffi: 1l 1 SUMP PUMP LOCATIONS,DETAILS AND SPECIFICATIONS TO BE BEAM 1 2-2x12'S,RIDGE BEAM I U a DETERMNED IN FIELD BEAM 2 2-2*xIYS 6 e 4d'x9'FLITCH EL& DUSTING TO REMAIN T.O.WAL=TOP OF WALL W/2 ROWS OF Id BOLTS 17y O.C. SBW=STRUCTURAL BEARING WALL I HU410 HANGER TO HEADERSBFA(T13)h©.RAFTERS BEAM 3 3-IYixtf I ,FLUSH N.4.-MASONRY OPENING S;.6C=CASFU+PLICEj A 1 SEMI 4 2-2xIOS.VALLEY BEAM �OVERFRAME INSTALL CON.f DIA PERFORATED PVC DRAIN PIPING SYSTEM.AT BEAM 5 2•2xIOS.VALLEY BEAM OUTSIDE OF CONC.FOOTING,AROUND ENnRE PERIMETER OF HOUSE BEAM 6 3_I W.11f LVL FLUSH BEAM 53 Central Avenue CONNECT NEW PIPING TO EXISTING HOUSE PIPING(F APPLICABLE)AND BEAM 7 3-1 Yix91/i LVL RAFTER SLOPED 12/12 1j V.I.F.=VERIFY IN FIELD Needham,MA 02494 SUMP TO DRY WELL(SEE CML NOS).PVC PIPING TO BE WRAPPED N BEAM 8 3-1 Y4'x9Vi LVL RAFTER SLOPED 12/12 2) PR0140E HURRICANE TIES O ENDS OF ALL CDNT.FILTER FABRIC WITH Y!SMOOTH CRUSHED STONE BENT 9 3-1 31lx91/!LVL RATTER SLOPED 12/12 STUD WALLS AS SCHEDULED ROOF RAFTERS'(TYP') Telephone: 781-449-4109 BEAM f0 2-2x1OS,VALLEY BEAM 3) PROVIDE SOLID BLOCKING BELOW ALL WOOD L`j, _ IN NOT CONCRNSTALLETE ANY CONCRETE ON FROZEN GROUND. DO NOT BEAM 11 2-2.1OS,VALLEY BEAM ,I,L,x`', _ 4) PROVIDE SIMPSON'HGUS MAX.CONNECTORS INSTALL CONCRETE N STANDING WATER NO CONCRETE SHALL BE BEAM 12 2•2x12S,RIDGE BEAM INSULLED WHEN THE OUTDOOR TEMPERATURE IS LESS THAN 32 BEAM 13 2•2x12'S,RIDGE BEAM I r OR SIMILAR DEGREES FAHRENHEIT. BEAM 14 2-1 Ylxtf LVL RUM BEN/ I t 1 5) ALL GIi1GED 5T1O5 TD BE FULLY NAILED 00S,VALLEY BEAM ALL EXTERIOR CONCRETE SLUM!HAVE A MINIMUM STRENGTH OF 4.000 BEAM 16 3-�Ylx11 K,FLUSH BEAM {/ ITV I jl Old I 6j 7TY AL10'NS m SE 1Yi WIDE PSI AT THE END OF 28 DAYS AND SHALL HAVE 6%ENTRAINED AIR. t III+ L II 'ICh• wmv.ken[duckham.com ALL INTERIOR CONCRETE,INCLUDING BUT NOT UNITED TO,WALLS, II III �I li III ) BLACK IN BETWEEN EACH FOOTINGS AND SLABS,DWI HAVE A MINIMUM STRENGTH OF 3,000 PS BENT 17 2-1 Yix71/!LVL FLUSH BEAM I' 1 II r" �T I Ut..t f N >'!I STUD fi PROVIDE CONTINUOUS AT THE END OF 28 DAYS OR OTHERWISE NOTED BY STRUCTURAL BEAM 18 2-2x1OS,RIDGE BERM "t 1 i I: I I I i I(s FASTENING OF PLYWOOD$HEATING. ENGINEER OR ON 5200. BEAM 19 2-2x9'S FLUSH BEAM :p: I it"<'1 I t � '1 �?I1 SOIL AND FOUNDATION NOTE: AxcEweccuro fi Interior Design ( ) o I iI. _�I II I Il' (BLOCKING NOT GRAPHKJQLY SHONN BEAM 20 2-2x8'S FLUSH BEAM :fr V / wi II IC• FOR CLARITY•ORIEM BLOCKING ALL FULL HEIGHT CONCRETE FOUNDATION WALLS SHALL BE AT LEAST BEAM 21 3-1 31,rx91p'LVL HEADER .I.;, x M i I I.i VERTICALLY AGAINST ExT.SHEATHING.) 10 INCHES THICK. I• 1 ��li°• CONCRETE TO BE 3500 PSI., BENS 22 2-24S,DROPPED BEAM II; III ,,I PLYWOOD$MUTING MOUTHED HORIZONTALLY CONCRETE TO BE 4000 0 REAR EON.WALL.REAR 4AEDMky ALL FOOTINGS OR BOTTOM OF FOUNDATION WALLS SHALL BE AT LEAST ry�IY LEFT EON.WALL&REAR RIGHT FT1N.WALL, 48'BELOW THE M14CENT EXTERIOR GRADE BEAM 23 2_IYlx9 Vf LVL FLUSH BFiW WHERE GRADE S RAISED. C BEAM 24 2-1 Ylx91A'LVL,HEADER,W/3-20 JACK STUDS ALL CONCRETE SLABS ON GRADE SHALL BE A MIN UM OF f THICK �'::' ( AT �I NEW EXTERIOR w I �I Yx'47WNS. PRIOR TI]fAHSTRUCTON.INSPECT EXISTING SOIL ts�BUM 25 2-tYi z9lp'LVL FLUSH BEAM 11/�/O�Y AND SHALL RAVE A CONTINUOUS REINFORCING OF 6x6 1.4x1.4 WELDED BEAM 26 3-1 Yu ldr LVL FLUSH BEAM,OR USE 8J NAILS SPACED 0 S,ROOF TO AND VERIFY THAT EXISTING SOIL ISI94I CLAY WES WIRE MESH RUNNING IN THE CENTER OF THE SLAB. ALL SLABS ON W10x39 STEEL BEAM,FLUSH BUM. FOUNDATION,U.O.N.ALL EDGES TO BE FULLY 'uMOF W� CODE SHALL BE OVER A 6 MIL LAYER OF POLYETHYLENE VAPOR W12x26 STEEL BEAM,FLUSH BEAM BLOCKED F CLAY EXISTS,NOTIFY STRUCTURAL ENGINEER BARRIER AND A CONTINUOUS LAYER OF 6'MINIMUM UNIFORM LAYER BEAM 27 3-2xi0'S,HEADER,W/DOUBLE JACK SNOU FOR FURTHER RECOMMENDATIONS AND/OR OF COMPACTED GRAVEL - REQUIREMENTS FOR 2x8 FLOOR SYS..V.I.F.: FOR 200 FLOOR SM.V.I.F.; SEAL AND HARDEN ALL CONCRETE SLABSON GRADE AND POWER T SET TROWEL FINISH. BUM 28 2•2x6 EAU S,FLUSH B 2-2x10'S,RUSH BEAM ' ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH BEAM 29 2-1 Yi z7 V!LVL, 3-2z10S,FLUSH BEAM POST NEE$: . BEAM THE LATEST EDITION OF AG318,'BUTDING CODE REQUIREMENTS FOR THE BEAM FIG.A 31/C LALLY ON Y-Fx2'-FMIO'FOOTING - REINFORCED CONCREh7 BEAM 30 4-1 YB LVL 3-1 YEA Vi LVL - FLUSH BEAAMM FLUSH B ALLY �.u.rizmle BEAM 31 2-1 Ylx71µ'LVL. 3-2xIO'S,FLUSH BEAM USE ALLY C CAP PLATES AND STAMPED STEEL 845E PLATES AT ALL w �Q$�Q�:TYPICAL•ASTM A615,GRADE ED. WELDED WIRE FLUSH BEAM NEW R L COLUMNS . FABRIC_ASM A185. ALL POSTS=3-2X4'S OR 3-2x6'S(MATCH WALL THICKNESS)ttP.U.O.N. IN NO CASE SHILL BULLDOZERS OR OTHER HUED EQUIPMENT BE tlUIES: PERMITTED CLOSER THAN IT-O FROM ANY FOUNDATION WALL U.O.N. ALL HEADERS=3_2x4'S,SUM JACKS,DOUBLE KNGS TYP.U.O.H I3SUCS NWmha Da/e THE CONTRACTOR SHALL USE RIGID TEMPLATE TO INSTALL ANCHOR Q SIMPSON HDU5+4L'ROD EPDXY/ACRTUC SET, BOLTS. 5 8'EMBEDMENT.3 LOCATIONS - _ - • IKE USE OF EXPLOSIVES SHALL NOT BE PERMITTED WITHOUT THE - SIMPSON Now+7W ROD EPoxY/ACRYLIC SET. . WRITTEN PERMISSUON OF THE STRUCTURAL ENGINEERS. 8'EMBEDMENT.2 LOCATIONS MINIMUM ELAPSED TIME BETWEEN AD14CEW CONCRETE PLACEMENTS SHALL BE 48 HOURS ALL BACKFILL UNDER ANY PORTION OF THE BUILDING SHALL BE COMPACTED IN 6'LIFTS TO A MINMUM DENSITY OF 95X AND SHALL BE STRUCTURAL FILL ONLY AFTER THE FIRST FLOOR FRAMING IS - COMPLETED AND THE SILL PLATE IS PROPERLY BOLTED TO THE 24'G FOUNDATION. My_=FOR ADOTONAL STRUCTURAL NOTES(NOTES ON SHEET sr-2)'.Y.I.F. � 'Epp A�C1�T�pAE (` 5200,6Y SrR1�TURAL ENGINEER SHALL SUPERSEDE ANY CONFLICTING NOTES ELSEWHERE) _ 16 O.C.SPACED VERTICALLY �po b . I E1I511Nfi #5 DOWELS x 1f LONG REM 'kP MUD CIM SPACE EPDXY/ACRYLIC SET Or EMBED ALIGN EL- - UNFINISHED . r 5 _____ _-_ 5 16'O.C.SPACED VERTICALLY __ _ __ _ I W VJF. __-- OUTLINE OF ____ ___ _ 1 (15 DOWELS x 16 LONG REBAR - 1 , EXISTING PROPOSED WALL ABOVE J I I EPDXY/ACRYLIC SET V EMBED L --- PORCH ABOVE7 L NEW 1 19'O.C.SPACED VERTICALLY � I 1fF I I CRAWLSPACE 7 18 T-TowFOOTING _._.._ II PROVIDE NEW M.O.O Revisions l I I I 14R O 7 aF OOSI.wuL -SG 2'-5 - Nsmb. D& Dawiptim 1 "I--'I, 13T 0 10' I� EL.'-1-1 M.o. EXISTING CRAWISPACE 1 I I /NEW C THICK CONCRETE SUB44� I 1 I I I L W/6x6 W2.902.9 W.W.F. W/6 MIL VAPOR BARRIER @ Z2 -- J B ABOVE — 6'THU CRUSHED STONE 81&7 N.C. I 180' CONFIRMEXIST . VJF. I I I I 0_TDP EL?�� 8AT PROP .(_ — r______l alb w ( )Y —— r T— —r TsrAIR Lk#NT- 7— —r T ___ ' _ EXISTING 1 I I OUTJNE OF EXISTING GARAGE I UNFINISHED I WALL BELOW 10 BE REMOVED A• 1 II DUSTING CINDER 1 i TO, I � BLOCK LLckcdNO. PROVIDE NEW M.O.O I I •, Draws I I 2 Tx1'-D' I ( TOP OF SUB VA NEW CRAWLSPACE . I I FOOTINGt I I ll EL.YA #5 DOWELS x 16'LONG REBAR EPDXY/ACRYLIC SG ® I I I ' SET B'EMBED 16'O.C.SPACED VERTICALLY MA. I EA SIDE OF CRAWISPACE FOUNDATION 5 DOWELS x 16'LONG REBAR 1 I O'Ne11 Residence + I II _ EPDXY/ACRYLIC SET 8'EMBED I L____ 4 . 1 I .16 O.C.SPACED VERTICALLY 8 2'Gx1'G I 44 Irnng Avenue -.__.__.._ - I , i 1 Hyannis Port,MA I FOOTING i I I� -j . P OF V.1 F. _ T_ _ _ EL=TIN 1 EAST. O.WALL POUR NEW LOW.1 0 EL•-1-1 1 j t 1O L SUNROOI ABOVE 7 PROPOSED GARAGE MO 7TIP OF IT. i L_ -ON GRADE 7 -NEW SLAB I 1 FOOTING EL• M D S I c I PROPOSED FOUNDATION MP OF WAIL 1 i I BASEMENT PLAN EL- --------+4 EI Ex1sTNc DOOR Try W I Dnwmg Scak: I v�+ray E0.L 9'-9'N.O. 9'-7 M.O. I EQ. EAvjw N�hu: NIIWL.O9 1-S 24'-O 1B-O DMe Mess@ 2019.0512 Sloo an o ME 1 1 53 Central Avenue Needhaan,MA 02494 24-d 32-r i Telephone: 781-44MID9 9-4r WASH STATION 3'-4' i ' E0. It E0. wa A—tduckham.com I ® Architecnue&hnetior Dcsign I I I ® ® °DST ® �iY1A ISM '4>xoFt�� l I PoNSE STATIfNI E» Pum SET s a O IAISiER emgooM IAuaun,a¢u, 1 LL NEW BLUESTONE ON ODS1111G \ EIOSIDIG . pRpBV OURINE OF \`O - '++ OAST.CONCRETE COVERED PORCH WALL ABOVE IT01p © r =�, ws i ® Paaa RENOVATED B _ --- - ----- -----.8'STEP DN_ _____6 STEP DN._ -m m-� L i _ � ' Issues GARADE EO. EO. PROPOSED j i Namber Date Oea . e NOW CSimON01 � I ® I' P EST.WOOD I ws�eAnt s-,rE)aST x UUtIDRYt-td Il �J' © / 1�!! ®� _ ,/!PLY ON ONE SIDE UNDER GYPSUM, O e O® I '�"'� 74'IIDISFi 8e0 S EDGES/1Y FD].D,BEIDW 011RT- k 4 K FUR ousnNG WALL TO) ———— I GARB.I IWASHERI FIRST FLOOR.BEL WALL IM ® I :AIm W/PROPOSED WALL Ig - E`+ 7-6 _- O ED. I OURINE OF GARAGE ® »oe� ® � IPAMRI/�, STA9iWAY VERIFY LOCH.OF WALL, ,r RENOJ SRIRIG ROOM DDORS ABOVE bS NEW WOOD MM W/NEW POST / �' ,�I_,. PATCH O6T.-- -- d woo1=d�C.O .DNEW WOOD EX 10 NEW RANGE W/ O I b I aI I HOOD VENT ABOVE I NEW TILE � - � I NEW&ALFIN I ♦''-tt' Y- 4Y REF. I Br N / — - - NEW A70t - -- -- _—L--------------_-J.---__--_------ - J=dO6.0. - _ 7-d C.O. e a �O I , O� I-IT% I O I s ENTRY ® ® FIR IBO E'DST 1 — — sueRO. ® Revisions NEW TILE ® Namher Datc Dc.*. II i PROPOSFD i j-I O » EQ. € E0. EQ. ED. HALF COLUMNS O WALL. f I I I w A tdONTAPERED POLLY-SSC COLUMNS ----- ----- 4 BY'TURNCRAFr I N IT ROUND"TAPERED POLKIASSIC COLUMNS - 31==iF=R== A IF=- NEN ASPN41T BY'TURNRWr I id .III II II II II II OAST II 11 uINDBORNWAY AING .fit II II II I II 1�11 lO I.III II II II' I II I II I EA �� Ol6f I it II II 11 II I II II .III II II 11 II II II it h II pNDiD Row PARLOR .III II II II II EXk.PERGOLA.I if fl II II �I C6mhd q': I I .I11 II it 11 I I, ABOVE II ® I .I If II 11 N II II 11 II ii II Dnaaby: .III II II II I II Ib II� II II :. 3L-=lt=df=�L=µ=�L--=1t=� - $ jJu u u u u u ® ® O'Neil Residence i 4 44 Irving Avenue Hyannis Port,MA I I I PROPOSED FIRST FLOOR PLAN 315'-Bj,Y.I.G. 10'_0' tG-Jr°V.LF. t14'-Jr,V.LF. 44'-d O RENOVATED GARAGE W-Cr.YLF. , IN-9 Seale u4�na' t t A702 Aya,�b„ 201101.00 20;08.12 A101 53 Central Mcitue AIo1 Needham,MA 02494 24'-0' try' 4--Br 7'-Jf 48j i Telephone: 781-449-4109 ED. E ED' EQ. ED, 1Y-P E w .kentduckham.com Architecwm&Interior Design ---------------------------- ------- I 1 1 I I I I !49OFW� I �D , OUTLINE OF -----y PBUT SET O lO O i BEIDWUlif _______ WINDOW PAN ______i I I - I-- - B - AVaYR fa.301B �_ -- J �- _ I FUR EXISTING FLOOR , ry I 4 I 1 TO MATCH PROPOSED ROOF ABOVWILINE E�I I O O L li_________J, 1 _J L_I i FLOOR 14R 07 __ _ _ I I I I I �W111n5 9 f. -______-14R O 1 ' ' I Nam6er Date . . �/ // » t'a �p GETOUOF FIRS T ABOVUNE OF E a O PROPOSED � FLOOR BELOW �! 1 / r I CLOSET - _ b O F ,RARING WALL BELOW WHIGH _ __ __ _ �__ g__ a-- -------------- r`._, I __ r 1___, 1 f _-C .�_ ____ OPEN TO r� I t, ® b ,^I 1 I [Jl r-----1 r_---t-'^, RIDGE WOOD - WOOD B ABDVE 0 1->. '. , _ yt' - --k^-`-------1 ® r I 1 I �. ATTIC-� -t_'� PWDR b IL__.1 EXIST I 1 1 B 1_____ } 1 II ��\\ SF' I WOOD § CLOSET LBlEN R�N H � jr I BEDROOM I 1 I I 1 O b y F '' �� F1' EQ. € ED. I 1'-1Qt€ �(. I '-- -- i 'I \ - _ N i TILEt(d-- SIC` '.I-- __ _ 1� �1 ♦ -}- --1-^. 1------ -L - I I _f PROP. 1 I i I a B V r I , J / r — �L J r 1 _ NEW L_J \ I I 1 I I I VERIFY LOCATION OF POST k 7--!C.D. CDORD.W/SECOND FLOOR �� I L____ w O �, ©^ � � _�..� I h 0 ___-_ lX1SINE OF EXISTING ------------- FIRST FIRST FLOOR BELOW I SLOPE SLOPE NEEDED 9:12 412 WINDOW/S; F-E-F] L O O O II II— Revisions OI ____-_-_-__ EXIST pl I Number Dale Dma>ptimi 84 TH I 1 j I I I I I 0 I `—COSINE OF I____.®._______®_� O r��,-,--��[-TT�I E705f.FlRSf I IX Iw' r______________ _____-_, I . FLOOR BELOW I ESL L_J I i I WTUNE �_________ ______________� OF PROP. i PORCH BELOW EXIST ®I F i I I I _ jP EXIST. _ _JI I1 (8ekedbq: ERCOU BELOW j ® ® O'Neil Residence 44 Irving Avenue Hyannis Port,MA PROPOSED SECOND FLOOR PLAN EQ. EQ. 34* ED. EQ. C f I{! 2-9r 4'-Br I'-10r 4'-Br r-N I 4=Br 2=11' ' 24''1 O RENOVATED GARAGE *32'-lY,V.I.F. 1 D—M&ak: 1 AS11 2 _ ProjeaNumb¢ 201821.00 DamluweA 2019.0&12 A102 GENERAL NOTES* BEM!LEGEND. SHEAR WALL I QMRAM STRUMUBAL N=- 1 SUMP PUMP LOCATIONS,DETAILS AND SPECIFICATIONS TO BE BEAM 1 2-2.12'S,RIDGE BEAM DETERMINED INFIELD BEAM 2 2-Y.IO'S D r EXISTING IT REMAIN S.Q.WALL m TOP OF WALL BEAM 3 .3.1 ki..lf LVHANGER I..FLUSH BEAMO BEAM RAFTERS sBW STRUCTURAL BEARING WALL N.O.-MASONRY OPENING QJ,2.m C15FIOPUCE BEAU 4 2-2.1OS,VALLEY BEAM BEAM 5 2-2.1OS,VALLEY BEAM ROOF OYERFRAME INSTALL CONE. r DA PERFORATED PVC DRAW PIPING SYSTEM.AT BEAM 6 3-1 Yi.1C FLUS H H BEAM OUISIDE OF CONC.FOOTING,AROUND ENTIRE PERIMETER OF HOUSE BEAM 7 3•1 WA 19 LVL RAFTER.SLOPED 12/12 53 Central Avenue CORRECT NEW PIPING TO EXISTING HOUSE PIPING(IF APPLICABLE)AND BEAM 8 3-1 yiaw LVL.RAPPER.SLOPED 12/12 SUMP TO DRY WELL(�CIVIL.�)•PVC PIPING TO BE WRAPPED W BEAM 9 3-1.Veal/l LVL PAPER,SLOPED 12/12 1) V.I.F.m VERIFY IN III Needhaan,MA 02494 2) ROOF R HURRICANE TIES O ENDS OF ALL CONE.FILTER FABRIC WITH k!'SMOOTH CRUSHED STORE. BEAM 10 2•2.1OS,VALLEY BEAM STUD WALLS AS SCHEDULED ROOF 6'( ) Telephone: 781-449-4109 BEAM 11 2-2.1 OS,VM1FY BEAM 3 PROVIDE SOLID BLOCIONG BELOW ALL WOOD ;II%,: ) DO NOT INSTALL ANY CONCRETE ON FROZEN GROUND. DO NOT BEAM 12 2-2.125,RIDGE BEAM y;r-;• POSTS INSTALL CONCRETE IN STANDING WATER.NO CONCRETE SHALL BE BE MI 13 2-2.1Z'S,RIDGE BEAM I I:I;'I ��I: 4) PROVIDE"SIMPSON"HGUS MAX.CONNECTORS INSTALLED WHEN THE OUTDOOR TEMPERATURE IS LESS i1VW 32 BEAN 14 2-1 Yi.t4'LVL RIDGE BFAW ::,i�:.,.,_ OP SIIIfAR DEGREES FAHRENHER. ;.:aJ�'i;:itl a A STUDS TO BE R Y NAI m BLAL1 15 2•DUOS,VALLEY BEAM I 1 a TI ,I II 5) ALL EXTERIOR CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 BEAM 16 3.1v4.11W LA.FLUSH BEAM I j1 4 tl III II 11 _-:, L, 6) y V�IS TO BE 134'WIDE PSI AT THE END OF 28 DAIS AND SIWL HAVE 6%ENTRAINED AIR ., —.kentdackhaan.com ALL INIFRIOR CONCRETE,INCLUDING BUT NOT UNITED TO,WALLS, BEAM 17 2-1 Ak'z7 Vl LVL,FLUSH BEAM a III -� ,tl 1 II 111 el- BLOCI(W BETWEEN EACH FOOTINGS AND SLABS,SHALL HAVE A MINIMUM STRENGTH OF 3,000 PSI BEAM 18 2-2a10'S,RIDGE BEAM 6F 1 r j l III ; 111 .T'1 STUD TO PROVIDE CONTINUOUS AT THE ENO OF 28 DAYS OR O7HERW5E NOTED BY STRUCTURAL BEAN 19 2-2.8'S FLUSH BEAM I,, I i I. ., III A 1J A ,� `- FASTENING OF PLYWOOD 5l1EATRNG. SOIL AND FOUNDATION NOTE: Architecturc&Interior Design ENGINEER(OR ON 5200). BEAN 20 2-2.B'S FLUSH BEAM ',I. I C ,14 ro 1'II (BLOCKING NOT GRAPHICALLY SHOWN LOCKING ALL FULL HOW CONCRETE FOUNDATION WALLS SHALL BE AT LEAST BEAM 21 3•1Yix9 V!LW.,HEADER ',I { Illfy,ti i II ,l'�1.,(+'� FO -ORIENT VERTICALLY AGAINST EXT.SHEATHING.) 10 INCHES THICK. BEAM 22 2-2x9'S.OROPPED BEAM ,I. 4 i III J\1�y. CONCRETE TO BE=PSL. BEAM 23 2•1 Yi.9 V!LVL FLUSH BEAN :J III 1-" CONCRETE TO BE 4000 0 REAR FIN.WALL,REAR 4RT� ALL FOOTINGS OR BOTTOM OF FOUNDATION WALLS SHALL BE AT LEAST F Y RYIYOOD SHFATIONG MOUNTED HORIZONTALLY LEFT FOR.WALL&REAR ROO FOR.WALL 4 A6 BELOW THE ADJACENT EXTERIOR GRADE BEAM 24 3-1 V.9 V1 LVL,FLUSH BEVM, WHERE GRADE IS RAISED.ON 4.6 PSL POSTS y',1 �.I.I.. BEAM 25 2-1 Ve.9 W LVL,FLUSH BEAM ,:`i. AIR CONCRETE SLABS ON GRADE SHALL BE A MINIMUM OF 4-THICK BEAM 26 3-1 AV4.18'LVL DROPPED BEAM,0R " I AT 'I NEW t3(fERIOR W I c ell LOCATIONS PRIOR TO LdRSRtUCTI011 INSPECT EXISTING SOR AND SHALL HAVE A CONTINUOUS REINFORCING OF 6x6 1.4z1.4 WELDED W1 D.39 STEEL BEAM.DROPPED BEAM, USE&.NAILS SPICED 0 S,RODE TO AND VERIFY TRAY EXISTING SOIL IS_NOT CLAY 11/�JCI�Y �g WIRE MESH RUNNING IN THE CENTER OF THE SLAB. ALL STABS ON W12.26 STEEL BEAM.DROPPED BEAM FOUNDATION,U.O.N.ALL EDGES TO BE FULLY (WADE SHALL BE OVER A 6 MIL LAYER OF POLYETHYLENE VAPOR BEAU 27 3•2.16S,HEADER,W/DOUBLE JACK STUDS BLOCKED IF CLAY EXISTS,NOTIFY STRUCTURAL ENGINEER M7BOF M1•� BARRIER AND A CONTINUOUS LAYER OF 6'MINIMUM UNIFORM LAYER FOR FURTHER RECOMMENDATIONS AND/OR OF COMPACTED GRAVEL FOR 2x8 FLOOR SM.V.I.F.: FOR 2.,0 FLOOR SM.,V.I.F.: REQUIREMENTS SEAL AND HARDEN ALL CONCRETE SLABS ON GRADE AND POWER BEAM 28 2•ZxM FLUSH BEAM 2-2x1O'S.FLUSH BEAM ro,n TROWEL FINISH. BEAM 29 2-1 k1.7l/i LVL, 3-2x10'S,RUSH BEAM Paw SET FLUSH BEM p0$�NOTES: ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH BEAM 30 4-1 Ylx71A LVL, 3-1 yi.91/I LVI, THE LATEST EDITION OF ACF318. BUILDING CODE REQUIREMENTS FOR FLUSH BEAM FLASH BEAM FIG.A 3V'!LALLY ON 2'-6'.2'•6'.tO FOOTING REINFORCED CONCRETE.' BEAM 31 2-1 a/i.71AC LVL, 3-2x,0'S,FLUSH BEAM - Au.un,zmea FLUSH BEAM USE SPRINGFIELD CAP PLATES AND STAMPED STEEL BASE PLATE AT ALL REINFORCED STEEL:TYPICAL-ASTM A615,GRADE 60. WELDED WIFENEW LALLYY COLUMNS FABRIC-ASTM A185. NM All POSTS=3-2x4$OR 3-2.6S(MATCH WALL THICKNESS)ttP.U.O.N. - IN NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT BE ALL HEADERS=3-2.4'S,SWGIE JACKS,DOUBLE KINGS TYP.U.O.N. . PERMITTED CLOSER THAN e'-U FROM ANY FOUNDATION WALL.U.O.N. Issues THE h5®ha D& Real '® CONTRACTOR SHALL USE RIGID TEMPLATE TOINSTALL ANCHORQ $IMPSON HIM+ A4T'ROD EPDXY/ACRYLIC SET. BOLM tF EMBEDMENT.3 LOCATIONS THE USE OF EXPLOSIVES SHALL NOT BE PERMTI, WITHOUT THE SIMPSON HOUS+ Ti'ROD EPDXY/ACRYU C SET. WRITIE MIS N PERSION OF THE STRUCTURAL ENGINEERS. 'A 1!EMBEDMENT.2 LOCATIONS MINIMUM ELAPSED TIE BETWEEN ADJACENT CONCRETE PLACEYEPLACEMENTS SHALL 8E 48 HAIRS. ALL BACIOTLL UNDER ANY PDRIDN OF THE BUIUDWG SHALL BE COMPACTED IN 6'LIFTS TO A MINIMUM DENSITY OF 95X AND SHALL BE STRUCTURAL FILL ONLY AFTER THE FIRST FLOOR FRAMING IS - COMPLETED AND THE SILL PLATE IS PROPERLY BOLTED TO THE - FOUNDATION. SEE S200 FOR ADDITIONAL STRUCTURAL NOTES(NOTES ON SHEET S200,BY SIRIICTUPAL ENGINEER,SHALL SUPERSEDE ANY CONFLICTING { NOTES EISEYgHERE) I All ' NEW 2X10 f— I O 16'O.C. ,1I-pT_--� dI LI.I. Art I 1.� d'�d" j j. HIEME I� II Revisions I OPEN TO B�ELOW NI®kr Dare Dnaiptim di ® ® I I I ( �- \-1 T T 3 3 i 1 1 --1-1—I—I—I J I— HEADER I—I -. - �- I I I I I 1 I 1' ( 1----41SLAN 1 t I I I I I ISIAHD ABOVE ML i.IEE1W 3 I I 1 CONFIRM IXISf. I I I , i I I I I I 1 DROPPED BENA I ✓c I I I T___F___T__�___ I Ch kd 6) I I I EXSTING R001 I EXISTING BOOR, - Uaenl by:. I EXISTING FLOOR JOISTS,V.I.F. j 1 ,RII515,V.LF. ,XXSIS. TO, EXIST.OPENING I I 1 TO MATCH EXIST..FRAMING CONFIRM EXIST. DRIP.BEAM LOCA. � �. I �I—,-_.,- i---I -I—I—T_.I_ ---, HEAD ERR I_L-I—L_I �-L — _.___--` -, I UNeil Residena B _L_I_L_.J—I_r_�. -IJ 1 I `II I�I�L_J-�.._ I _:,:_, ,_..,:_L_I _I_ '1`T 7jj�y]jrj�_Avenue NEW ZX10 JOF,IS I I I 1 -r- Y!•- 1 O,6 D.C. Hyannis Port MA I I I I I I I I I I I I I 1 il � � ll � � 1 I PROPOSED FIRST FLOOR { FRAMING PLAN Gmiug Seek: I RbjrA N=ba: 20I521.00 DMe Rol 2W9.0&12 0X12 ©.�,,,.o,m, .m..m....r r..♦.w..rr..r.mmw.e..,.�w.mwumemn.. G1°&NOM U1 LEQMI: SHEAR WALL DIAGRAM snWIIIIB6LNOTE& 1 SUMP PUMP LOCATIONS,DETAILS AND SPECIFICATIONS TO BE D a BEAN 1 2-2x17S,PoDCE BEAN I OEIERIWNED IN FIELD BEAM 2 2-"O'S LL&-EXISTING IO REMAIN T.Q.WALL-TOP OF WALL BEAM 3 33--1 W'xxllr LVL,FL BEAM O O SOW=STRUCTURAL BEARING WALL 10 RANGER TO HEADERSRWTERS i MASONRY OPENING Sr,I,C,-CAST-114-PLATE BEAM 4 2-2xI YS,VALLEY BEAM l BEAM 5 2-2x1DS,VALLEY BEAM ROOF OVEHFRAME _. INSTALL CONT.f%PFTIFORATID PVC ORARN PIPING SYSTEM,AT BEAM 6 3-1 Ylx14'LVL,FLUSH BEAM - OUTSIDE OF CONC.FOOTING.ARWND EMIRE PERIMETER OF HOUSE BFAA 7 3-1Y!x91/!LVL,RAFTER,SLOPED 12/12 53 Central Avenue CONNECT NEW PIPING TO EXISTING HOUSE PIPING(IF APPLICABLE)AND BEAM 8 3-1314rx9114r LVL,RAFTER,SLOPED 12/12 SUMP TO DRY WELL(SEE CIVIL DWGS).PVC PIPING TO BE WRAPPED w 1) V.I.F..VERIFY w TIES Needhaan,MA U2494 BEAM 9 3-tYlx91/!LVL,RAFTER,SLOPED 12/12 2) PROVIDE HURRICANE TIES O ENDS OF ALL CONY.FILTER FABRIC WITH Y!SMOOTH CRUSHED STONE BEAM 10 2-2001,VALLEY BEAM BEAM 11 2-2x10S,VALLEY BEAN STUB WALLS AS SCHEDULED ROOF ') Telephone: 781-449-4109 DO NOT INSTALL ANY CONCRETE ON FROZEN GROUND. OO NOT BFAM 12 2_2x121.RIDGE BEAM 'Il T`%`^ 3) POSTS(SOLID BLOCKING BELOW ALL WOOD INSTALL CONCRETE w STANDING WATER NO CONCRETE SHALL BE BEAN 13 2•2x175,RIDGE BCAIt e...,11.j4^ :�.r_, 4) PPoMOE'SMPSOM HGUS MAX CONNECTORS INSTALLED WHEN THE OUTDOOR TEMPERATURE IS LESS THAN 32 BEAM 14 2-1 Ylxl r LVL,ROM BEAM :v:�:..�. OR SIMILAR DEGREES FAHRENHEIT. BEAM 15 2-2X10S,VALLEY BEAM II LI T f 5) ALL GANGED mmc TO a DIY Nenm ALL EXTERIOR CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4.000 BEAM 16 3-1Ylxi I LVL.FLUSH BEAN TIN.U.O.N. s I I.tl i :�_IBLCCK IN 8) 7T i l c TO 1 Yi WIDE PS AT THE END OF 28 DAYS AND SHALL HAVE 6%ENTRAINED AIR. BEAM 17 2-1 Y6719 LVL.FLUSH BEAM `' •V III "� l II t I it Ili I Fi: EACH mt Amtduckham.com TO,WALLS, FOOTINGS AND LABS,SHALLLHAVE A MINIMUM ALL INTERIOR CONCRETE.INCUDING BUT NOT LINIFTED STRENGTH OF 3.000 PSI BEAM 18 2-2x10'S,RIDGE BEAM I ji.,�t t� 5�1 � .STUD TO PROWDENWRRINUOUS AT THE END OF28 DAYS OR OTHERWISE NOTED BY SINUCIURAL BEAN 19 2-2x8'S FLUSH BEAM ^� t I I III t 1 I Y a•I' FASTENING OF PLYWOOD SHEATHING. Architectauro&Interior Design ENGINEER(OR ON S200). BEAM 20 2-2x8'S FLUSH BEAM ',I I I14 jjj4 x.I.I:1 1i (BLOCKING NOT GRAPHICALLY SHOWN SOIL AND FOUNDATION NOTE: BEAM 21 3-1Y!did LVL,HEADER .I r Itl III �:I.F j�': FOR CLARITY-ORIENT BLOCKING ALL FULL HEIGHT CONCRETE FOUNDATION WALLS SHALL BE AT LEAST 1I VERTICALLY AGAINST IXT.SHEATHING.) 10 INCHES THICK. BEAM 22 2-2x8•S.DROPPED BEAU 'I A i i -'Y^I j�s �L CONCRETE TO BE 3500 PSI., BEAM 23 2-T YCx9 W LVL.FLUSH BEAM .�j ri l I I':, I PLYWOOD SHEATHING MOUNTED HORIZONTALLY CONCRETE FEI.W BE REAR 0 REAR FTUN.WALL,REAR FIELD ALL FOOTINGS OR BOTTOM OF FOUNDATION WALLS SHALL BE AT LEAST LEFT FDN.WALL.IR REAR RIGHT PON.WALL, BEAM 24 3-t Vl x9$It LVL,FLUSH BEAM,ON 4x6 PSl POSTS WHERE GRADE 5 RA5E0. C�4F BELOW THE ADJACENT EXTERIOR GRADE I.. a BEAM 25 2-1 Yi x9Vl LVL,FLUSH BEAN ALL CONCRETE SLABS ON GRADE SIA11 BE A MINIMUM OF a THICK BEAN 26 3-14409-LVL,DROPPED BEAM,OR :x j �. `"^ AT AL NEW EXTERIOR WAIL.AL LOf?TIONS PRIOR TO(TIAIITRUCTION.INSPECT EXISTING SOIL AND SHALL HAVE A CONTINUOUS REINFORCING OF 6x6 1.4x1.4 WELDED W10x39 STEEL BOO/,DROPPED BEAN, USE BE WJLS SPACED O S,ROOF TO AND VERIFY THAT EXISTING SOIL E NOT CLAY MA6B WIRE MESH RUNNING IN THE CENTER OF THE SUB. ALL SUBS ON W12x26 STEEL BEAN,DROPPED BFAt FOUNDATION,U.O.N.ALL EDGES TO BE FULLY 2MOF 1A � GRADE SHALL BE OVER A 6 MIL LAYER OF POLYETHYLENE VAPOR BEAM 27 3-2x10'S,HEADER,W/DOUBLE JACK STUDS BLOCKED IF CLAY EXISTS,NOTIFY STRUCTURAL ENGINEER HARRIER AND A CONTINUOUS LAYER OF C MINIMUM UNIFORM LAYER FOR FURTHER RECOMMENDATIONS AND/OR OF COMPACTED GRAVEL FOR 2xB FLOOR SYS..V.I.F.: FOR 200 FLOOR SYS..V.I.F.: REWIREMENTS SEAL AND HARDEN ALL CONCRETE SLABS ON GRADE AND POWER BEAN 28 2-20S,FLUSH BEAM 2-2xIO'S,RUSH BEAM ,nTSET TROWEL FINISH. BEAM 29 2-1 Y!x717!LVL, 3•2x1 CS,FLUSH BEAM FLU BEAR P"I�IIYII SH - ALL CONCRETE WORK SHILL BE PERFORMED IN CONFORMANCE WITH BEAM 30 4-131 x7'A LVL, 3-1 Y47x91/4'LVL. I PM NOTES: THE LATEST EDITION OF ACF318,'BUILDING CODE REOUIREMENTS FOR FLUSH BEAM FLUSH BEAM FTG.A 3 V1 IDLY ON 7-F&-Cxf0'FOOTING, REINFORCED CONCRETE.' BEAM 31 2-IYlx7 IA*LVL, 3.2x10'S,FLUSH BEAM wwu.r az.xoae FLUSH BEAM USE SPRINCFlELD CAP PLATES AND STAMPED STEEL BASE PLATES AT ALL REINFORCED STEEL TYPICAL-ASTM A615,GRADE 60. WELDED WIRE NEW(ALLY COLUMNS FABRIC-ASTM AIM. NM: ALL POSTS=3-2x41 OR 3-2x6'S(HATCH WALL TI6CI01E55)TYP.U.D.N. IN NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT BE ALL HEADERS=3-2x4'S.SINGLE JACKS,DOUBLE KINGS TYP.U.O.N. Issues 8'PERMITTED CLOSER THAN -0'FROM ANY FOUNDATION WAIL,U.O.N. N®b. Date Diph,. THE CONTRACTOR-SHALL USE RIGID TEMPLATE TO INSTALL ANCHOR Q SIMPSON HDU5+ W ROD EPDXY/ACRYLIC SET, ' BOLTS. 5 B'EMBEDMENT.3 LOCATIONS THE USE OF EXPLOSIVES SHALL NOT BE PERMITTED WITHOUT THE SIMPSON HD118+ TAf ROD EPDXY/ACRYLIC SET, -.._ _��_^T m� WRITTEN PERMISSION OF THE STRUCTURAL ENGINEERS. � OF EMBEDMENT.2 LOCATIONS __=.r __ _ _ ��a� ,__i-�4T .� -'�-----if. MINIMUM ELAPSED TIME BETWEEN ADJACENT CONCRETE PLACEMENTS __ l -- SHALL BE 48 HOURS. Ili _____ ALL B201LL A UNDER ANY PORTION OF THE BUILDING STALL 8E COMPACTED IN C LIFTS TO A MINIMUM DENSITY OF 95%AND SHALL ______I I .B�STRUCTURAL FILL ONLY AFTER THE FIRST FLOOR FRAMING IS 8 p _ COMPLETED AND THE SILL PLATE IS PROPERLY BDLTED TO THE @ F' , {{ FOR ADDRXwAL STRUCTURAL NOTES(NOTES ON SHEET ,I j,. 11______I I S200,BY STRUCTURM ENGINEER.SHAl SUPERSEDE ANY CONFLICTING i I _________ NOTES ELSEWFIFAE) j ---- --_----- 5 g 5 Om71N0 BFJW I HEADER \� I I _ _____ _ - - -- — ——� V.LF. 2x10 CEILING JO515 0 1 O.C. CANT.1 Ylx91I!LVL O 16 O.C. I ——— EXISTING FLOOR 1 9 V! 140 AS HIOISIS ! __I_ d g I o t O.C. -- -- - q lI I I _.__� 1 Iii 9110 NAILER _-Jp - IIII IIII IIII - �DIdMaNt hO� l 1i( \ 1 \ l�®'FJm __-__J____L___.,_____ HEADER HEAD 1II�1i !It 1pI , -R 7 evisions I II I I_ EADR I� N®be D dhl me Dua�m O.O OUTER'2 S8 TAYSL04C0'NG PEN TO _-__� BELOW HEADER HEADER 1 - I -- -------f 11 1 1t t I I I 17-i. I I I I I I I I I I I III -1I� 9Vt 140 AIS PJ ------- --II I --------- -----i O __ --_ --- ------__ -- , TING IW LVIL 0 IF D.C. - IIIIII • $ ��a`-ri I(IIe�'/, 1iI!; � �I CL liII 1I 9fn = = SI�I I.} _i i—iS1 i -- - --- -- - - - ---- _ -I I C- Aeekedb): ___ _____ _____ _-- M FTBLOING 0 _I � D.-by o.C. __ ---- ----- __OUTER 2 BA ! I - __ �I 0fN e�Residence HEADER 1 FADER I H 44�Irvin -- -_------------- :vAvenue 2 EK",FLOORI ----_ Hyannis Port,MA 5 BN BarmDROPPED I V.I.F.HEADER 1 1 / i _ JOTS, _____________ ______ � . ' ------ ' _ _ ___ ___ _ l_I PROPOSED SECOND FLOOR 3 r`-------------ram rl -- FRAMINOPLAN I I I 1 (�IYln it!LK �ITF=�F=TF=„ .----, •._,..--n-'91==1F=' - I EXISTING FLOOR 1 �• fill II II II 11 II II N II II II d( II ,p-- - Ij 5� _____}�__________ ___ _ - it ll II II II II II I II 11 , III II II II II II 11 I II JJI IIII- II II II it 11 II 71 i IIII II if II II II I II 11 I D,_mg Scale ' ll ll II If II II II II. II II II -----__I _______________u. flit II II.. 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UU U U U U U tl U U U Dm Nxacd: 2110.01L12 S102 MER&NOTES: RFALL L MD, SHEAR WALL DIAGRAM STRUCTURAL NOTES 1 SUMP PUMP LOCATIONS.DETAILS AND SPECIFICATIONS TO BE BEAM 1 2-2xl2'S,RIDGE BEAM D DETERMINED W FIELD BEAM 2 2•Toys I E.T.S.w EXISTING TO REMAIN LDy' =TOP Of WALL HU410 HANGER TO HEADERS 1 6©.RAFTERS sew w STRUCTURAL BEARING WALL � �I BEAM 3 3-1447017 LVL.RUSH BEAM MA_MASONRY OPENING QL-CASEIN PLACE BEAU 4 2-2x10'S,VALLEY BEAM BEAU 5 2-2x1OS,VALLEY BEAM ROOF OVERFRAME INSTAL.COW.d OIA PFAFORA7ED PVC GRAIN PD'INC SSTEM.AT BEAN 6 3•1Ylx14 LVL FLUSH BEAM OUTSIDE OF CONC.FOOLING,AROUND EMIRE PERIMETER OF HOUSE BEAM 7 .3-1 Yi.9 Vi LVL RARER,SLOPED 12/12 58 Central Avenue CONNECT NEW PIPING TO EXISTING HOUSE PIPING(IF APPLICABLE)AND BEAM 8 3-t A'i.9 lAe LVL RAFTER,SLOPED 12/12 1) V.I.F.-VERIFY IN FIELD Needhmn,MA 02494 SUMP TO DRY WELL(SEE CIVIL DINGS).PVC PIPING TO BE WRAPPED IN BEAM 9 3-1 Yl'.9 Vi LVL RAFTER,SLOPED 12/12 2) PROVIDE HURRICANE TIES O ENDS OF ALL CDNT.FILTER FABRIC WITH *r SMOOTH CRUSHED STONE BEAM 10 2-2x1DS,VALLEY BEAM STUD WALLS AS SCHEDULED ROOF RAFTERS,(TYPJ Telephone: 781-449-4109 BEAM 11 2•2.IDS,VALLEY BFNI 3) PROVDE SOLID BLOCKING BELOW ALL WOOD WALL 00 NOT ALL ANY CONCRETE ON FROZEN GROUND. DO NOT BEk M 12 2_2x12'S,RIDGE BEAM 'ly ePOSTS INSTALL CONCRETE IN STANDING WATER NO CONCRETE SMALL BE BEAM 13 2-2x12S,RIDGE BEAM `jl.�'^i_ 4) PROMDE'SIMPSON"HGUS MAX.CONNECTORS INSTMIrn WHEN THE ORDOOR TEMPERATURE IS LESS THAN 32 BEAU 14 2-1Y4!xt4'LVL RIDGE BEAM 1 OR SIMILAR DEGREES FAHRFNNED. BEAM 15 2-2x105,VALLEY BEAM 5) All GANGED snIDS TO BE FLILLY NIAIED ALL EXTERIOR CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4.0� BEAM 16 3-1 Yix111A'LVL FLUSH BEAN 111 x I I� 7YP.LLO.N. PSI AT THE END OF 2B DAYS AND SNALL HAVE 6%ENTRAINED AIR DEAN 17 2-1YC.7Vl LVL FLUSH BEAM 7A III �L tl c"-I II FI II -I,I:N, 8) 7T ALL LVLS 70 8E 1Yl WIDE wwAv.kentduckham.com ALL INTERIOR CONCRETE INCLUDING BUT NOT LIMITED 10,WALLS, III x 1 II I BEAM :"II I II e"" rl: BLOB(IN BETWEEN EACH AT E END OF 288 DANGS AND SLABS,YS OR OTHERWISE NOTED HAVE A MINIMUM STRENGTHUCTURAL BEAM 19 2-2.9SSFLUSH BEAM ;` Ir L 1 1?I f1 r ,)I FFASTENIINNG.OAF PLYWOOD DE CONTINUOUS SHEATHING. eltcfutocNre&hm,io Devgu ENGINEER(OR ON S200). BEAM 20 2-2X8'S FLUSH BEAN o ''.I 11�"s K jl �'111 ?'ll' (BLOCKING NOT CPAPXMALY SHO1M SOIL AND FOUNDATION NOTE: BEAN 21 3-1 Y1.9 YC LVL HEADER - V I K e 1 Ir J„I.( ' FOR CLARITY-ORIENT BLOCKING ALL HI ,FULL HEIGHT CONCRETE FOUNDATION WALLS SHALL BE AT LEAST l �; II'< III II VERTICALLY AGAINST EXT.SHEATHING.) 10 INCHES THICK. BEAM 22 2-2xBS.DROPPED BEAM 'I 1 II f J,IH CONCRETE TO BE 3500 PSI., .+,1 I I CONCRETE TO BE 4000 0 REAR FDA.WALL..REAR FyIEDA ALL FOOTINGS OR BOTTOM OF FOUNDATION WALLS SHALL BE AT(FAST BEAM 23 2-1 YCA1/[LVL,FLUSH BEAM :,I- / �r YWODD SHEATHING MOUNTED HORIZONTALLY LEFT FDN.WALL 8 REAR RXiM FDN.WALL 46 BEN THE ADNCENT EXTERIOR GRADE. BEAM 24 3-I Yix91/!LVL FLUSH BEAM,ON 4.6 PS.POSTS ;.r,l'. .NI"�. WHERE GRADE IS RAISED. L� BEAN 25 2.1 Yh9 W LVL FLUSH BEAM '•L 1 ALL CONCRETE SLABS ON GRATIN SHALL BE A WNBIUM OF C THICK BEAM 26 3-t314x16 LVL.DROPPED BEAU,OR -'��1 -: •``` ♦r u�NEW OOERIOR Wile NV 1 'Ji% PRIOR TO CONSTRUCTION.INSPECT EXSTING SOIL AND SHALL HAVE A CONTINUOUS REINFORCING OF 6x6 1.4x1.4 WELDED WIOx39 STEEL BEAM,DROPPED BEAM, USE 8E NAILS SPACED 0 S,ROOF TO AND VERIFY THAT EXISTING SOIL 6.NOT CLAY BLA86 WIRE MESH RUNNING IN THE CENTER OF THE STAR ALL SLABS ON W12.26 STEEL BEAN,DROPPED BEAM FOUNDATION"U.O.N.ALL EDGES TO BE HILLY GRADE SHALL BE OVER A 6 MIL LAYER OF POLYETHYLENE VAPOR BEAM 27 3-2x1OS,HEADER W/DOUBLE JACK STUDS BLOCKED IF CLAY EXISTS,NOTIFY STRUCTURAL ENGINEER BARRIER AND A CONTINUOUS LAYER OF r MINIMUM UNIFORM LAYER FOR FURTHER RECOMMENDATIONS AND/OR OF COMPACTED GRAVEL FOR 2x8 FLOOR SM.V.LF.: FOR 2xIO FLOOR SYS..V.I.F.: REQUIREMENTS SEA.AND HARDEN ALL CONCRETE SLABS ON GRADE AND POWER BEAM 28 2-2x8'S,FLUSH BEAM 2-2.101.RUSH BEAM , TROWEL FINISH. BEAM 29 2-13/rx719 LVL 3.2x1DS,FLUSH BEALF PERMIT SET FL11SIN BEAM POST NOTES: ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH BEAM 30 4-I JYrx7'A LVL 3-1 ki's 1N LVL THE LATEST EDITION OF ACF318.'BUILDING CODE REOUIREMENTS FOR FLUSH BEAM FLUSH BEAM FIG.A 31A'LALLY ON Y-6*&6'x10'FOOTING REINFORCED CONCRETE.' BEAM 3t 2-1 314rx719 LYL 3-2XIDS.FLUSH BEAM Auauwe 1a,_ FLUSH BEAM USE SPRMGFIELD CAN PLATES AND STAMPED STEEL BASE PLATES AT ALL - REINFORCED STFIl:TYPICAL-ASTM A615.GRADE 60. WELDED WINE NEW LALY COLUMNS FABRIC-ASTM A185. ALL FOISTS=3-2x4S OR 3-2x6`5(MATCH WALL 7NCMNE55)IMP.U.O.N. IN NO CASE SHA1 BULLDOZERS OR OTHER HEAVY EOIIPMENT BE ALL HEADERS=3-2.4'S,SINGLL JACKS,DOUBLE KINGS TYP.U.O.N. Woes PERMITTED CLOSER THAN IT-$FROM ANY FOUNDATION WALL U.O.N. Numbs Date THE CONTRACTOR SHALL USE RIGID TEMPLATE TO INSTALL ANCHOR SIMPSON HDU5+W ROD EPDXY/ACRYUC SET, BOLTS. 6 EMBEDMENT.3 LOCATIONS THE USE OF EXPLOSIVES SHALL NOT BE PERMITTED WITHOUT THE /AA�` SIMPSON HDU8+ TA'ROD EPDXY/ACRYUC SET, WRITTEN PERMISSION OF THE STRUCTURAL ENGINEERS. 6 EMBEDMENT. LOCATIONS ram___ ______ ____ _________..______ I MINIMUM ELAPSED THE BETWEEN ADJACENT CONCRETE PLACEMENTS SHALL BE 48 HOURS. I - I � ALL BIACKFILL UNDER ANY PORTION OF THE BUILDING SHALL BE 1 COMPACTED IN If LIFTS TO A MINIMUM DENSITY OF 95%AND SHUT. I BE STRUCTURAL FILL ONLY AFTER THE FIRST FLOOR FRAMING 15 - COMPLETED AND THE SILL PLATE S PROPERLY BOLTED TO THE FOUNDATION. L S2 Y FOR ADpDOPMI.STRUCTURAL NOTES(NOTES ON SHEET { ---- _ y S2CO,BY SW ERERAL ENGINEER.SHALL SUPERSEDE ANY CONFLICTING -. - N r NOTES ELSEWHERE) O LOW ROOF•SEE 5104 t t t I HEADER HEARER } J HEADER -r c*- H Revisions N-bu Dme Da m0i. r4 II I" ' A 1 I --------------- If-- g I I HEADER if�' i I r- -- ------ T- 4� HEADER 1HEADER All? \ (I I 1 I I I =----------------- i \\ HFAOER - I I \ I 11 I 2.8 CEILING J01515 0 IC D.C.,I"I - 1--L--I.__I__1 ___ .-.___f�l____J.__________ _ II I __ _________�_ I \\ -- i- 7 1 _- __- - ----- I /Tctrd EB' EXIsm CEIUNC ____�____ ___-- V HEADER /1. A HEADER JOISTS j I-- HEADER l F 'T HEADER r T�`` �HEADER r 1 I I - EXISTING CEIUNG L__ _ I i HEADER L I I A- -1 1 ; __ __ ,101S1S ___ I .a __I __'__I_i_I__i i I__ __ ____ _=____G�_-___ ONefl esima__i____ II } A _ .f'1_ 1 _I_______ — .. I ue HEADER � LTdM I�IOH1 � ___ � 1 I 1 I I 1 I I I I I I.I___ — _( 11EA0ER � L b i I I I I I I I I I 1 I I( 1I j I.1 I I I 9 tp/�� I. I I �1 I Hyannis Port,MA O i 0 SITE I I I I ---- -- ----'`-----ft---- -- s t ROOF I�I_� j l U i U I 7 0 LOW ROOF-SEE S104 1 -SEE S104 I 1 -_ _ -%__________ 1 BEAM 19 ma ! _ _1 7_/i-----1-•�-.r�.�+�--.+. ny 1 { 1 I -�— ------,—-ter - - I I I PROPOSED SECOND FLOOR ------------- ;-- --- I ---- -- CEILING FRAMING PLAN I I- I I II I I I I I I ' I IhAVnn ScAle: (T''�'-' J �T I I f 1 I � I � ItojeciN®6c 2DI921.00 L D&I-a- S103 2019.08.11 ©rw..mm,�...w,n.p..... - r..i.u......rr....nw..w.,w..,...rwoe.,.. GD ERAL NOTES: BEAM I cTx I), SHEAR WALL DikGRAM STMXMRALY{47ES: I SUMP PUMP LOCATIONS,DETAILS AND SPECIFICATIONS TO BE KAM^1 2-2x,2'S,FUDGEBEAM DETERMINED IN FIELD BEAM 2 2-rx10'S EL6 =EXISTING TO RENNIN 1QtlALL.TOP OF WALL HU410 HANGER TO HEADERS C37 A©.WJIERS SBW m STRUCTURAL BEARING WALL BEAM 3 3-1 Y/'x14'LVL RUSH BEAM MS.-MASONRY OPENING FSC =CAST IN+LACE BEAM 4 2-2x1DS.VALLEY BEAN BEAN 5 2-2x1US,VALLEY BEAMLUS INSTALL COIN.6 Ote PERFORATED PVC GRAM PIPING 5YSIEHA.AT BEAM 6 3•1 Y1x14 LVL FLUSH BEAN ROOF OVERFRAAIE WISIDE OF CONIC.FOOTING.MOUND ENTIRE PERIMETER OF HOUSE BEAM 7 3-1 Yi 4W LA.RAFTER,SLOPED 12/12 53(ventral Avenue CONNECT NEW PIPING TO COMM HOUSE PRONG(IF APPLICABLE)AND BEAM 8 3-1 W.9'N'LVL RATTER,SLOPED 12/12 SUMP TO DRY WELL TO CIVIL DINGS).PVC PIPING TO BE WRAPPED IN BEAM 9 3-1 Yi x9 Vi LVL RAFTER,SLOPED 12/12 1) PRO VERIFY IN FIELD ee YIMn,Mf102494 CONT.FILTER FABRIC WITH W SMOOTH CRUSHED STONE. BEAU 10 2-2x10'S,VALID BENT STUD WAILS AS SCHEDULED 2) ODE �)ES O ENDS OF A11 _ Telephone: 781-449-4109 BEAM,1 2-2x,O3.VALLEY BEAM 3) PROMDE SOW BLOCKING BELOW ALL WOOD DO NOT INSTALL ANY CONCRETE ON FROZEN GROUND. DO NOT BEAM,2 2-2x12'S,RIDGE BEUH 'll;.:r POSTS(IYP.) INSTALL CONCRETE IN STANDING WATER NO CONCRETE SHALL BE BEAM 13 2-2x12'5,RIDGE BEAM j1 4) PRIDADE'SMPSOM HGUS MAX.CONNECTORS . INSTALLED WHEN THE OUTDOOR TEMPERATURE IS LESS THAN 32 BEAM 14 2-1314r xl C LVL,RIDGE BEAN I OR SIMILAR DEGREES FAHRENHEIT. BEAM 15 2-2xIO'S.VALLEY BEM I I� ,T;; 5) A11 d.xxn STUDS M xIY NN m BEAM 16 3-,Yix1I'd LVL RUSH BEAM lro.U.O.N. ALL EXTERIOR CONCRETE SMALL HAVE A MINIMUM STRENGTH OF 4,000 IN+"t I t _ PS AT THE END OF 28 DAYS AND SHALL HAVE SIT ENTRAINED AIR ,, I;, Lsl� t III 8) 7T 'I c/0 9 tYi WIDE ALL INTERIOR CONCRETE.INCLUDING BUT NOT LIMITED TO,WAILS, BEAM 17 2-t Yi1'7'/r LVL.FLUSH BEAN x III 1'' it I I I e I BLOCK IN BETWEEN EACH wa lentdud dh m.com FOOTINGS AND SLABS,SHALL HAVE A MINIMUM STRENGTH OF S,ODO PS BEAU 18 2_2x1OS,FUDGE BEAM �H 1 +1 1 II Ar III I;1;I i 1 11 _ ll STUD TO PROVIDE CONTINUOUS AT THE END OF 2B DAYS OR OTHERWISE NOTED BY STRUCTURAL BEAM 19 2-2x8'S RUSH BFNA .,I I Lv ;jl I,`t IY FASTENING OF PLYWOOD SHEATHING. ' A.hiwt-c&I.."ri Design ENGINEER(OR ON S200). BEAM 20 2-2x8'S FLUSH BFNA :;I 'II :'I x I;I.1 'I .(BLOCKING NOT GRAPHICALLY SHOWN SOIL/ODD FOUNDATION NOTE: BEAU 21 3•1Yix9'A'LVL.HEADER :I VL;tjl 1 IL „`ilF 1 FOR CLARITY-ORIENT BLOCKING ALL FULL HEIGHT CONCRETE FOUNDATION WALLS SHALL BE AT LEAST , ;rA I II " I II - VERTICALLY AGAINST EXT.SHEATHING.) CONCRETE 70 BE ONTO PS., _ 10 INCHES THICK. BEAM 22 2-2xB's DROPPED BEAN vl T 1 II i,+'.. ALL FOOTINGS OR BOTTOM OF FOUNDATION WALLS SHALL BE AT LEAST BEAM 23 2-1 Yix91/!LVL FLUSH BEAN .;I I;Y PLYWOOD SHEATHING MOUNTED HORIZONTALLY LEFT FDX WALL E&REARO REAR FDN.RIGHT FDN.WALL, � 4��,� 4g BELOW THE ADJACENT EXTERIOR GRADE. BEAM 24 3-1Yix9'A'LVL,FLUSH BEAN,ON 4x8 PSl POSTS � .IL- WHERE GRADE IS RASED. BEAU 25 2-1 Yh919 LVL FLUSH BEAN ALL CONCRETE SLABS ON GRADE SOUL BE A MINIMUM OF 4'THMJ( R 26 3-1 Yxx1R LVL DROPPED BEAM,OR -' ' AT A11 NEW EXTERIOR WAN- LOCaT10NS PRIOR Tf1 CONSTHUCTION.INSPECT EXISTING SOIL �,,•, AND SHALL HAVE A CONTINUOUS REINFORCING OF NS 1.4x1.4 WELDED W10x39 STEEL BEAM,DROPPED BEAN. USE U NAILS SPACED 0 3'.ROOF TO AND VERIFY THAT EXISTING SOIL IS CLAY ilPMY WIRE MESH RUNNING IN THE CENTER OF THE SLAB, ALL SLABS ON W12'26 STEEL BEAN,DROPPED BUN FOUNDATION,U.O.N.ALL EDGES TO BE FULLY NA86 GRADE SHALL BE OVER A 6 ML LAYER OF POLYETHYLENE VAPOR BEAM 27 3-2x16S,HEADER,W/DOUBLE JACK STUDS BLOCKED IF CLAY OUSTS,NOTIFY STRUCTURAL ENGINEER Y �MOFyM� HARRIER AND A CONTINUOUS LAYER OF 6'MINIMUM UNIFORM LAYER FOR FURTHER RECOMMENDATIONS AND/Oft OF COMPACTED GRAVEL FOR 2x8 FLOOR SYs.V.Lf.: FOR 2x10 FLOOR SYs.V.LF_ REQUIREMENTS sm AND HARDEN ALL CONCRETE SLABS ON GRADE AND POWER BEAM 28 2-2x6'S.FLUSH BEAM 2-2x1O'S,FLUSH BEAN TROWEL FINISH. BEAM 29 2-1 Yi x7'/!LVL, 3-2x1O'S,FLUSH BEAM - PEM 1 SET FLUSH BEAM PW NOTES: ALL CONCRETE WORK SMALL BE PERFORMED IN CONFORMANCE WITH BEAM JO 4-1 Yi x71N LVL 3-1 Yi x9'/i LVL THE LATEST EDITION OF AC1,318,'BUILDING CODE REQUIREMENTS FOR FLUSH BEAM FLUSH BEAM FIG.A 3Vf LALLY ON Y•5'x2'-9 xi0'FOOTING REINFORCED CONCRETE' BUM 3f 2-13A x7'/l LVL, 3-2x1O'S,FLUSH BEAM FLUSH BUN USE SPRINGF1ElD CM PLATES AND STAMPED STEEL BASE PLATES AT ALL REINFORCED STEEL:TYPICAL-ASTM A615,GRADE 60. WELDED WERE NEW LALLY COLUMNS FABRIC-ASTM A185. fim ALL POSTS=}-2x45 OR 3-2x6'S(HATCH WALL THICKNESS)7YP.U.O.N. IN NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT BE ALL HEADERS=3-2x4'S,SINGLE JACKS,DOUBLE KINGS TYR.U.OX _ Issues PERMITTED CLOSER THAN HQ'FROM ANY FOUNDATION WALL,U.O.N. iVumbc Dae Oou" ' THE CONT TOR SHALL USE RIGID TEMPLATE TO WALL ANCHOR Q SIMPSON HDL15+ W ROD EPDXY/ACRYW SET, BOLTS. 5 8•EMBEDMENT.3 LOCATIONS . THE USE OF EXPLOSIVES SHILL NOT BE PERMITTED WITHOUT THE SIMPSON HDUB+ 7e ROD EPDXY/ACRYLIC SET, _ WRITTEN PERMISSION OF THE STRUCTURAL ENGINEERS. 8'EMBEDMENT.2 LOCATIONS ,________________________ MINIMUM ELAPSED TIME BETWEEN ADJACENT CONCRETE PLACEMENTS ------- I SHALL BE 48 HOHOURS. .. I ALL BACIOTLL UNDER ANY PORTION OF THE BUILDING SHALL BE . I COMPACTED IN C LIFTS TO A MINIMUM DENSITY OF 95X AND SHALL 1 _ BE STRUCTURAL FILL ONLY AFTER THE FIRST FLOOR FRAMING IS _________ ______L I, COMPLETED AND THE SILL PLATE IS PROPERLY BOLTED TO THE - I ______r FOUNDATION. I i " SEE S200 FOR ADDITIONAL STRUCTURAL MGM(NOTES ON SHEET i ___________ NOTE.BY STRUCTURAL ENGINEER.SHALL SUPERSEDE ANY CONFLICTING 11___ NOTES ELSEWHERE) ,g LOW ROOF-2c10 O 19'O.C. 1 ______�_____ri A _______ 2x10 O 1K O.C. 2x10 0 16 O.C. 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GYPSUM BOARD THROUGI - 2.6 TTP.WALL CONSTRICTION W/ PORCH COWLDI BEYOND W/P.T. ON EMERIOR SHEATHING, GARAGE. IMOUR FIRE-RATED WAIL BEYOND POST AND SIMPSON TIE TO CONCRETE OVERLAP FOWMTHN 1'MIN. T.2x6 PLATES Issues COME.BICKER ROD w/ W LIP,ROUND/EASE EDGE BWFSTONE PAVERS ON SETTING BED WW/EPDMBLE •SILL SEAEFL Nxm6c Dme Dn' CAUUaft(FOR FIRE RATNOI AND♦•CONCRETE CF 4'COMPACTED CONT.RIM JOIST,BY JOUST IDIt ICE B WATER SHIELD II II LIFTS MAXIMUM SLOPE AS INDICATED ILA .Al EKIST.GRAVEL AND COMPACTED FILL IN Ir OLD PLYWD SIJBFIDOR, ON EKIEA M SHEATHNG• COMPRESM FRIER.CONT. 4'CONdkIE SLAB W/6x6. CLUED d SCREWED.. It OVERLAP FOUNDATION 1'MN. II II ON PITS• W .IF. 4•CONCRETE SLAB W/64. 10/10 WMF OVER 6MM POLY II 4 DEPTH GRAVEL ON ELF -3 b 2.6 TYP.WALL CONSTRUCTION 10/10 wMF OVER GDI POLY VAPOR BANNER ON 6 II II COMPACTED EARTH BLMESTONff PAVERS ON +'IxiD F1110R JGSIS,SEE Sto1'++• W/HIOUN FRERbATED WALL +`' VAPOR BARBER ON Lr CDMPACED�`�SLOPED 1t 6 STONE OUST O TERRACE , COMPACTED(NAVEL.SLOPED AT VR Vi/FOOT.THICKER SUB II ___ , , TO W IF AT V1Vi/FOOT.TFMI(Et1 SUB TO p AT GARAGE DOORS 11 II T.O. W MA EKSRNIG. _ 4 -_1. --- -� _ W If TO Ir AT GARAGE DOORS: REFER TO S1O0. _ OP QF SLAB 4 F ELF-1-1• u, ELF W1TCN REFER TO 5100. T Q, Oyu pOyit JF I' 74 `I I I�,V,�,. 7 DOUBLE P.T.2x4 PLATES b OF SLAB Y *} u -- - 'Fl %YG \, BlD6TONE PAVERS ON SETIBIC� i t HOLD �1 SFNFR ..\\r \ ?• b r r COMPACT .Sf K HOLD BACK IX. BED AND CONCRELE AN® �\ VfA GALVNDZED ANgWR 1-III:-1- \ r�% \ '• -- _1� \. ;, m Y\ V!I CAYANGfD ANCHOR \r i� -ll_ '_' CONC. LF. If-=1 I=r� \i r \r r `J� T_I - 11=. 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II II III II ICI NATURAL UNmsrOM SOL r� CENTER@ TO BEAR ON NATURAL -j I_ CENTERED;TO BEAR ON ILmLSLuaBm sot TYPICAL FOUNDATION DETAIL AT D FOUNDATION DETAIL AT S FOUNDATION DETAIL AT STONE c MUDSILL FOUNDATION DETAIL W/ g 1 G3/� T p 2 GA GE 4ADDI ION 3 STEPS & PORCH L� BBLUESTONE I TERRACE me ' Lax9Em Iy; Dm by: O'Neil Residence 44 Irving Avenue Hyannis Port,MA PROPOSED FOUNDATION DETAILS Drm�iag s�I�: w•-r-0• • IhajaxN'amha 20182L00 D t.b-d: . 3019.06.12 8200 i - I � ©ta�R//lUaLan. i Y Ate, 58 Central Avenue r Needham,MA 02494 Telephone: 781-449-4109 I —v.kentduckham.com I Anhit-w.&Inte,---------------------------- ior Dea g„ I , I I I , OUTLINE OF IXISIINO 1 I �M D�F up�F COVERED PORCH BELOW OUTLINE OF 0 OUNNE OF i DUTUNE OF IXISTING SECOND FLOOR BELOW SECOND FLOOR BELOW i FIRST FLOOR BELOW EIIIST.ROOF 1 BELOW rGrUr111 SET ---------- -------------------- ---------`'—�'-- —r-----------------------T— ------- ---_ , �.,;�,o I 12:12 12:12 1 Ng _ — ---� r--- -- t5 g L__________ SIAPE SLOPE ___—______a '� r I I 1 •-�^ _ I I 1 1 12:12 12:12 _________ t 5:,2 1_ 1 SIOPE SLOPE 12:1 12'12 I I 1 I 1 SLOPE -------------- —r---- I SLOPE SIAPE Issues l512 I i j j j I N®be Date Dec. I SLOPE , i 1 i I APPLYQN WINDOWS I I r� 0 AM SIDES OF 1 " ••� `• ' -- --- CUPOLA 1 1 i _ ________ ___________________ SLOPE NEW ROOF PARTIALLY I I SLOPE Off OVER IXISfiNO. VIF I �8 E70SSf. I , • , _+,OtI *I SLOPE , I 1I1 1111 a EXIST. SLOPE l6:12 i ---SLOPE I '�1 —02_1:1_2__-1_2:_12 _12_:12__12:_12_fJ (I L_1_2'I:.1_2 1_2:_12_ 'I l52 SLOPE SLOP OP SLOPE SLOPE SEII SLOP __ ________ J __________ 12:12 12.12 SLOPE SLOPE 6:12 612 ____________________ __________ _________J SLOPE SLOPE III •�, � I I 1 - EXIST,E : L J , ,— I 1IIII1I Revisions —_____ SLOPE _______- im6e p ak pecgao ______.._____ -L ' OURJNE Oi FIRST FLOOR BELOW OUTLME OF SECOND ft00R BELOW OUNNE aF _____________� I Dw. I I PROP.PORCH BELOW I I - SLOPE i I A�01 I I I I OUrU.OF EXE, I EXIST. FIRST FLOOR BELOW I i SLOPE I , 1 I I I D—by: I I I E7f15T. EXIST. 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OF CROWN ArchitecNro&hnerior Deaigu BROSCO INN ON Id AM FASCIA,PRIED AND PAINTED TO MATCH EXISTING Y� I 12 I 12 t2 12 I 12 - I LO NEW SHUTTERS TO MATCH EXISTING 45 -�• *5 12 D r'` 12 12 REPAIR AND REPLACE EXISTING I, ,♦ D I D SHINGLES AS NECESSARY EXf7 ^Y�- ® QEX �} ,k PROPTOP = " — — — — — — .41 .I — — — — — 1 _Y— - - — _- — — 1— 7 7 .+15- �.F. " ® ® r j.. C L. ® `Z, G/ C \6 1. ® _ �. 7 IXD - QEK. 'OTHOF A.-_ t _ _ — FL� H __ T —� to BROSCO j 8027 W/1x _ _ `.. .'. taJ ON 1�B AZIX F { - �.. CM 0 CASK PRMED AND PAINTED W/ -i'q� ��I�-•I?IaNr; �8 IX - i. IX f;-. UTTK O W + FUL Rdl. O.H. 1 B TCH — Rdl. lf. _ — IT t' 7aY' — � � i. �---•�,-�1�j-C . — .: — — — — — — — — NEW W0 AZEK CASINGS '-�I' t A �1� 10 - A EX 6 EX )Issues rTr TA, PRIMED AND PAINTED.TO Q u MATCH EXISTING O G4RAGE _ _ _ _ rrr, Num6a Date NEW ra8 AZEK CORNER . - 11D'RAND NOFFTAPERED T PROPOSED FIRST BOARDS.PRIMED AND T1�41-Cr`,' _ _ I L. - POLWCLAS9C COLUMNS PAINTED.70 MATCN EXIST. 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Fr.n Ran ro wMl NAwl9 �•m•wL ,�Wmba -I I» WwmAus -O'Neil Residence " ra 4 wLL 0.. on mesa aweA Ieen ' , , . _ AO Pmnm ro 11aM , �� .iwrt:!vt i+etsls i le•ot, . =- 44 Irving Avenue _ , . 9 V kl FrAa Hyannis Port,MA p rm RA9we•W.aNf I It m wM A SWAM m Ir r!o Yapw[ aNSOD - V comma D a am a w MAIM OmI1q flwoB w4W A Id AIIII RSNA e/ eaNmnARM•m wCawRwAWN•loe IleOF e/a•W!A NOWa•.mo meeDlem Id ter a aeaao wow w am VW Morel 921WIL E Pam MID�PARM a K le A4N ter ro eew IDmW leer a ld Atwt IDWLa,eee!a 1d AIDi MUM m w OWNS e/lrlw a TPA .w. lea alm•mN + FA9w e/Ir twI a Rowel: aaaA e/ld ter a ammo m,�; wRNt ,eLalAtlm A ealml PROPOSED BUILDING art Id AHI soRlr ewer From M Id AIDt sow w0 Porn - N9ESEN1'.YAP. DETAILS , NO awn ro IlAfil orIAN rA RWN9L• war INE No Ram W Nam amnA 99m so AM , ooP Id AIDt FilII lweo.Fran a0 MYNN m No7 9 w Baas wow w van 0f 9NR' RVII®m Wla EImN6 flew N O'kll C!LL 5Ra . lL5•Ir OL.Ylf. ij Mel N9AAAa m'eA1BC MW P&LA IN m'MxIBE' , . Mm S oeamNE am fleYl a aelAe..lw•m•eN1 eu r maw on Q ON a Eaw,WL!m•m _—— r 2m Pmm No PAOR a 9eOILC S W/No PAARFn a w 9eAda V NEl a nRN w OWNS t/Tor a nPw ° R wW W taom a OR td AIDi . m tm AntZlX KAU Is ew Fromm No LOCATE r DON • saemA® �101°BO1 I.ocA,enoNlvuwtNa IO r aroma mom eWw 9e11112s. FrNm No aN1m. NemNinsba a w molleN e/ 20182100 rm OR TPA 6 RAKE DETAIL ® RAKE DETAIL ® EXISTING SAVE DETAIL ® PROPOSED EAVE DETAIL ® EXISTING Gs/{ e �� 7 COVERED PORCH g Y 8 BREAKFAST NOOK r9) COVERED PORCH & PROPOSED STAIRWAY A O� sma SCYE iZe _ t-? 9piE 31C _.,-Cr SWE 3/AC _ ,-d Dme09.12 4 2019.08.12 ©r..a..m rm, w.u.Yew..a - .. rme.e.....win.nAr+u..«..u�.•.a:s.....na.... • �YW�Ii'r0•� I • $ SINGLE POUF MUCH r TEIEPHOWARTA JACK OGGR JAMB SWITCH O► OUPIEX TEIFPNOME/DATA JIAaG ALL LIGHT SWITCHES SWILL DE 4C A.F.F.TO CENTER OF BOX,UNLESS OTHERWISE D NOTED(U.O.N.). ALL OUDM.SWITCHES.OEVWOES TO BE WHITE LEMON'OEMW SERIES. CONFIRM ALL LOCATIONS WITH ARCHITECT. TYPE DESa8PT1aN LAMP m m E DOUBLE POLE SWTCH ® JUNCTION BOX ALL CEILING FAH LOCATIONS TO BE CONFIRM IN COORDINATE ALL SWAY AND 4-WAY SNITCHMC PRIOR ToPURCHASE NO INSTALLATION. A C HALO IM71CATIE41408827-TL410SC LED,90 CRI TRIPLE POLE sWITGH =ot oLNPLD(auTLET THE FIELD ar AACMECT/ELECBBWN. RE TO BE REM409M AND �WITH T Sl1DE pBNI�SEINES. MOM TOTAL YNrrACE SPECUtAR aEAR,4 DMMEIER, Up1f.LED 680 URINAL.2700K RCHITECT SWITCH WITH DWAER A 220 VOLT RECEPTACLE ALL a1rtLE7S SHALL BE IB'AFF.TO CENTER OF BAG.U.OTI. COFIIMM ALL LX9IT FIXTURES AND EXACT LOCATION WITH OWNER AD ARCHITECT PRIOR m PURCHASE APO B s fir.T CIAMEIEP. LIGHT.LED �LUMEN.2700K CID 53 Central Averme ® DOT SIGN LOCATION QUAORUPLEX OUTLET ALL FREFSTAiaNO FURNITURE SIMN ON REFLECTED CEILING PLANS ARE TO IPbTALLAT10N. Needham,MA 02494 ® C 4'GII�l HALO#45WGTIE-F20106927WH LLD,N CRI INTERCOM LOCATION WATERPROOF DUPtDf OUTLET SHOW OEM WENT AND ARE FORREEfRE10E ONLY. PROVIDE SMOKE AND aT DETECTORS AS SHOWN ON THE DRAWINGS AND/OR AS REQUIRED BY CODE SMOKE AND CO WHITE WITH CLEAR REFLECTOR, r DNIEPM MMABLE GD®FL. 750 LUMEN.27OCK Telephone: 781449-4109 ® DOOR BELL BUTTON SWITCHED DUPLEX a1TLET ALL EXACT LOCATIONS OF LIGHTING FIXTURES,aECTWGLL OUTLETS AIDS AND OEFECTM ARE REQUIRED,TO BE PERAANEFTLY WIRED A:POWD2 SOURCE AND SHALL PAVE SECONDARY(STANDBY) RECESSED LIGHT. VIDEO,SMOKE DETECTD POW SUPPLIES ARE m BE CONFIRMED,VERIFIED POW WIPUED FROM MONITORED BATTERIES PHOTO!ELECTRIC SMOKE DETECTORS ARE REQUIRED IF LOCATED WITHIN ® DOOR amH LOCATION SWITCHED QUAORUPtD(OUTLET AND LOCATED I ORS AND N THE FIELD WITH ARCHITECT AND/OR OWNER Pit TO ROUGH WRING. 20 FEET OF A BATHROOM WITH A SHOWER/TUB OR A KITCHEN. CONFIRM AL FIRE PROTECTION MWES WITH LOCAL D C,3om: HALO µ4871CATIE-EL406930-TL410SC LED,90 CRI FIRE DEPARTMENT. SPELIAAR CLEAR,4'DIAMETER.ADAMABLE HEAD,LCWVDLTAOE, 720-WEN.30OCK ® TRANSFORMER LOCATION GOUND FART DUPLEX OUTLET O 4T A.F.F.,UA.N. REQUIRED SMOKE ALARMS ARE TO BE PHOTOELECTRIC IF WITHRI 20 FEET OF RECESSED UGW. ® ALARM KEY PAD CLOCK OUTLET KITCHEN OR FULL OATH.(780 CLM 3603.18.11) PROVIDE CABLE N ANO/at SATELLITE GIST,AND TELEPHONE SERVICE AS SHOWN ON H UT DRAWINGS MARLIN AS DIRECTED BY OWNER ALL TEJPIIaff WIRING m BE 8 WITH*CATEGORY aE CABLE txRoulNDUT•ALL N1aIF7IA1 TO A f 4'SHOWER HAD'X4871CAT1E-EL408930-TL422 PS LED,ED CRI ® f1ECTWGL PANEL ® DUPLEX FLOOR OUTLET EX-EIMM LIGHT FIXTURE COMMON PANEL BOX. IT K THE OWNERS INTENT TO HAVE 3 SEPARATE PHONE LINES FOR THE Ham r DIAMETER,LOW-VOLTAGE.LENSED LIGHT,FOR SHOWERS. 750 LUMEN.3DOOK a .kentdu&ha xom ® MOTION DETECTOR ® SWITCHED OUPLEG FLOOR OUTLET PROVIDE'MC mum CEILING FIXTURE HOUSINfS FOR ALL RECESSED FIXTURES FOR FURL UL COMPLIANCE. G 4 EXTEI. TWA/H4571rATIE-EL406927-TL402 SS LENS.i aWETER. LID.90 CRI AUDIO SPEAKER b MODULAR JACK CIFTRACIM TO WNFIRM AO PROVIDE'IC FIXTURES AS REQ AIRED BY LOCAL CODES. THCE53FD LIGHT. FOR EXTERIOR WET LOCUM710 LUMEN.27OCK Architecture&Iutcrior Design ® COAXIAL CABLE JACK EXACT LOCATION OF AL FLOOR OUTLETS MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. H CLOSET ECOCOUNTEA RM-WFDI.WHITE,SURFACE MOUNTED LID TASK 129Y INPUT.&LBW LIGHT FOR CLOSETS.INTEGRATED/UNKABLE,CONFIRM LE . ELECTRIC VEHICLE CHARGER RINKLER¢ SP HEAD ALL OUTLETS a BATHROOMS m BE ON GFl daasTs aA Y J FAN PANASa1K Fµ O7V02 CEILING MOUNTED EXHAUST FAN IN WHILE NOT APPLICABLE O• ED SPRINKLER HEAD-SIDE WALL SEE RCP SHEETS A701 NO A7M FOR LIa1TINC lDCA7K)P6 AND AOaITONAL GENERAL.NOTES. EIELTRICUN TO SEE,PER APPROPRIATE CFM FOR SPACE. CONFIRM dP' `�'._ OUTLETS AT ALL COMPUTER AND N LOCATIONS SHALL BE ON A SEPARATE MAIM CIRCUIT. K UNDER CAB ECOCOUROM#ECL--WP01.SA71N ALUMINUM.SUWACEMOUNTED LID, 120V MIT,6.16V FAN PROVIDE ELECTRICAL Ca IONS INECI FOR All APPLIANCES.INCLUDING COUNTER LIGHTS.IHTECRATFD/UNNABIE,CONFIRM UENGPN.E5,INCLUDING BUT NOT LIMITED latS,FREE2EiS. � tWRI Q DISHWASHERS,DISPOSALS,OVENS,RANGES.RAIGE HOTIDS•WARMING OWIWERS.WASHERS,M RS,GAS FIREPLACES L ENT.SCONSE INTERIOR WALL MOUNTED LOIN FIXTURE CONFIRM OAOFWt' >r TRACLG Lion ETC.AS PER MWWACTUM 91CMTM PROWLED BY OWNER AND INSTATED BY CONTRACTOR. COME LIARS All TELIBISM TO BE I.En SCREEN.PROME ELECTRICAL AND MEDAL CONQ nDWHQGHt AEFI AT M INT.CLC. WERIOR CEING MaNPED/PFNDAM LIGHT FIXTURE CONFIRM � S - CEILING MOUNTED/PEDANT AXME O. UNDER CABINET PUCK LIIM PROVIDED BY OWNER AND CSTALIFD BY CONTRACTOR. N FLOOD LIGHT LINNM,02 7/S OVER.WHITE pHfilST AUIFNW Ha151Nc,AANSfABIE 12OV,Soo/SCOW PMM SET } MONO POUR TRACK HEAD �� UNDER CABINET STRIP LIGHTS AND WEATHERPROOF.ROGaIGHT.cum HAOGM BEOA EMOM WALL MOUNTED wvay..ra,mre CONFIRM 6L WALL MOUNTED INiR FIXTURE ~ 4 T UTILITY FLUORESCENT _ 0 EM.SCalff PROWLED BY OWNER AND INSTALLED Bf CONTRACTOR. 1-i 2'-T UTILITY FLUORESCENT P EXT.OLD. MEIN CELING MOUNTED/PEIWNT LIGHT FIX CONFIRM OA RECESSED FIXTURE ' CLOWT(ONLY)SURFACE - PROADED BY OWNER NO INSTALLED BY CONTRACTOR. . QA IHCESSED WALL WASH FlXNRE H MOUNTED FIXTURE W/ACRYLIC LENS Q CHIT. FAN CEILING FAN.PROVIDED BY OCHER AND INSTALLED BY CONTRACTOR. CONFIRM ISSUCS ETERWR FLOOD UGHT R 2.4 FLOUR. LOALUX WSC 232/242 2'x V.SUWACE MOUNTED FLUORESCENT. 432N,TM N-kr Dk 2x4 FLUORESCENT UGHT ® PHOTOVIECTRD SMOKE DE7ECTCH F-g-�W/ACRYLIC LENS. - M 0 ® Y SM�/HEAT DETECTai 2W/ACRYLIC UEN& 2 LIGHT Y 0 _------ ® CARBON MONo7mm/SMOKE DETECTOR COMBINATION 1 II l EXHAUST FAN ® CARBON MONOXIDE DETECTOR J 1 TOFLOOD LIGHTSXX ® MOTOR ______________ __EIECTRD RAaANi HEAT _ ._ ---- ® ELECTRIC � 1 - ABOVE TELEVISION CURET ` 1 ® DATA OUTLET O TT�■ TT�• �w TT 1 WERE PATH -- WP 1A - I•J A II \' V - - Revisions ,<iBOVE N-b. D* Dne, L'A i._L I id ILL r.�`, i I r 7 ` _IF i • NEWHYYDRaBIC FLOOR �J�------ - _ UNDER NEW SLAB ® \ �I� r-1-_------- --J�' MILLWORK 1 - -- ALAI A S 1441 f IJ r__-____�_______ i ONk.I 6 ' o✓'Y11 11\\\ P 1 1 I L• -, L I iM — —— —— 4'�.¢P I �I1 i GAT C LV --�-- — - t9w3eJ y: D—by: �- D__ I; ' II O'Neil Residence Avenue ----------------------------- - l I -----,; ----� -- Hyannis Port,MA TO FLOOD LIARS I \\ ABOVE f--____'' PROPOSED FIRST FLOOR I 1 E � ,I •`, LIGHTING PLAN I ; ----------------- I I P 1 I I I M 1 I I I X 1 I I I X 1 I iL______________________________ X 1 I I I I I PYgeglVi®ber - I I 201821.00. A701 I DMe honed: 2019.08.12 SINGLE POLE SWITCH ► TELEPHONE/DATA JACK ' ' lE DOOR JAYS SWITCH b►- DUPLEX TELEPHONE/GTA JAI( ALL LIGHT SNITCHES SHALL BE 48'AF.F.TD CENTER OF BOX.UNLESS OTHERWISE OUTLETS. �,DEVICES/0 BE WHILE IEVITON'OECORK SERIES. CONFIRM ALL lDG7NRWS YIRHI AROIITECf. TYPE OESCPoP1gH LAMP D A DOUBLE POLE SWITCH ® JUNCTION BOX NOTED LING FAA i HAD/"4571GT1EEL406927-TL4105C LED,90 CRI ® � COORDINATE T S SNAP AND IC WAY S E MMHING PRIOR 10 PURCHASE AND INSTALLATION.A ALL CFHRM FAN LOG110N6 10 BE C0N61RIED N 1TIPlE POLE SWITCH =0 DUPLEX CLARET THE FIELD BY AROIf1ECT/EIECIRIONI, RALL DIMMERS TO BE WIM UGHRILER'WOW EQUIREMENTS AND UOrA11ONS ARCl1 PRESET SIRE DRYER SERFS. CONFIRM TOTAL WATTAGE SNt CLEAR 4 DIAMETER.RECESSED LIOIf,LID 680 LUMEN,2700K , 1b SWITCH WITH DINER 4h 220 VOLT RECEPTACLE 8 5 HALD fH65GICATIE-ML56DB927-592SC LID,90 CRI 53_ ALL OUTLETS SHALL BE 1B A.F.F.TO CENTER OF BOX,U.O.N. CONF9WH ALL LX9R FIXTURES AND EXACT LOCATION WITH OWNER NO AT00TECT RIOR TO KROL49 AND SPEORAR CLEAR,5'DIAMETER.RECESSED LIGHT,LED 900 LUMEN.270OX Central Avenue ® OUT SIGN LOCATION � GUADRUPLEX OUTLET INSTALLATION. Needham,MA 02494 1l ALL FRFESIGN INTENT fT NO ARE SHOWN FE REFLENCEEONLY CEBING PLANS ARE TO C. C GIMBEL HALD/4571GTIE-ELG/06927WH LID.90 CIO ® INTERCOM LOCATION yY WATERPROOF OUPIFX OUTLET SNOW 1 ONIEIf AND AAE FOR REFERENCE ONLY. PROVDE SMOKE AND CO DETECTORS AS SHOWN ON THE DRAWINGS AKD/OR AS REQUIRED BY CODE SMOKE AND OD WHITE WITH CLEAR REFLECTOR,C OWMETER,ADJUSTABLE GIMBEL. 750 LUMEN.27OCK Telephone: 781-449-4109 ® DOOR BELL BUTTON :0 SWITCHED DUPLEX OUTLET AL EXACT LOCATIONS OF UONTRIG ROAM ELECTRICAL OUTLETS,AM AND DETECTORS ARE REOURED TO BE PFRYAIFNRY WIRED AC POWER SOURCE AND SWILL HAVE SECONDARY(STANDBY) RECESSED LICIT. WOED,SMOKE OETECTlRS AND POWER SUPPLIES ARE TO BE CONFIRMED.VERIFIED POWER IFROM MONITORED BATTERIES RDTO ELECTRIC SHOE DETECTORS ARE REIXAAPD IF LOCATED WHIN® DOOR CHIME LOCATIONSWITCHED OUADRUPIE%OUTLET AND LOCATED IN THE FIELD WITH ARCHITECT AND/OR OWNER PRIOR TO ROUGH"M. 20��BATHROOM WRH A SHOWER/TUB OR A KITCHEN. CONFIRM ALL FIRE PROTECTION DEVICES WITH LOCAL 0 C.300H 0 HALO f14571GT1E-EL406M.TL4105C LID.90 CFO SPECULAR CLEAR.4 OALETFR,ADJUSTABLE HEAD.LDWVOLTAGL M LINEN.3= TRANSFORMER LOCATION GROUND FAULT DUPLEX OUTLET O 42'AFF.,U.O.N. REQUIRED SWOE AARYS ARE TO BE PHOTOELECTRIC IF WITHIN 20 FEET OF RECESSED LIGHT. ® ALARM KEY PAD CLOCK OUTLET KITCHEN OR FULL BATH.(760 CMR 3MI6.11) PROVIDE CABLE N 1VTD/OR SATELLITE BE AND TELEPHONE SERWCE MI SHOWN ON THE ALL HOS OR AS DIRECTED BY OWNER AL TELEPHONE WIRING TO BE 8 WIRE'CATEGORY Bf CABLE THROUGHOUT-All HIDYEAIRN TO A F C SHOWER IIA1D/H4571GitE-EL408830•TI.422 PS LED.00 CPo ® FIECRICAL.PANEL ® DUPLEX FLOOR OUTLET EX.EXSIING UGLff FIXTURE COMMIN PANEL.BOX. R IS THE OWNERS NIFXf TO HAVE 3 SEPARATE PHONE LINES FOR THE NOISE K ONERR LOTWOLTAGE,LENSED LIGHT,FOR SHOWERS 750 LUMEN.300OK —kentduckham.com ® MOTION DEFECTOR ® SWITCHED DUPLEX FLOOR OUTLET PROVIDE'IC"INSULATED COUNG FIXTURE HOUSINGS FOR ALL RECESSED FIXTURES FOR FULL UL COMPLIANCE. G 4 EXTER W1L0 IH45711G DWRT TIE-EL406927-TL402 9CS LEA,4 E11. LID.90 CPo AUDIO SPEAKER 10 Mm"JACK CONTRACTOR TO OWN AND PROVIDE 9C'FIXTURES AS REQUIRED BY LOCAL CODES TEC6�D LIGHT FOR EXTERIOR WET LOCATIONS 710 LINEN,27OCK &Interior I)esiIR, ® COAXIAL COE JACK EXACT LOCATION OF ALL FLOOR OUTLETS MIST BE APPROVED BY ARCHITECT PRIOR TO NSTALIATIOI. " CLOSET ECQCOUNTER ACL--WFD•I.*VTE.SURFACE MOUNTED LID TASK 120Y dRR.8-16W OUTLETS IN TO BE ON GFl ORGAIS 11GLIT FOR CLOSETS.00EGRATED/UNKABLE.CONFTI81 LENGTH. L ELECTRIC VE111C1E OiARCQt ¢ SPRINKLER HEAD ALL �ED Y J FAN PANASONRI Fµ 07V02 CEWNG MOUNTED ElOWUSf FAN IN WHITE NOT APPl1CA8LE SPRINIOER HEAD-SIDE WALL SEE RCP SHEETS A701 AND A702 FTXL LOLLING IDGTIIXIS AND ADOIIIOIIE.CFTEWIL NOTES EIECIRICIAN TO SIRE,PEN APPROPRIATE CFM FOUL SPICE CONFMI A" 1 . OUTLETS AT ALL COMPUTER AND N LOGTWNS SHALL BE ON A SEPARATE ISOLATED CIROAT. K LWER CAB ECOCOINTER JCL--WF-D1.SATIN AIM UM,SIJRFMEYOUHIEO LED. 120V INPUT,816V UNDER COUNTER LEM NTEORATEO/UNICBLE.CONFIRM LENGTH. FAN PROVIDE ERS.DISPOSALS. CONNECTIONS OVIO6 FOR ALL MANGE HOODS NODDING BUf NOT AWASH TO REFRIGERATORS.I EPLACA5, MA66 X EFC.ASNE R ANUFACLS.OVS S RNRES,RANGE HOODS,WARMING duWERs,WASHERS,DRYERS.OAS FHE.PIAfES L NT.SCOSE INTERIOR WALL MINED LIGHT FiXTUM CONFIRM _ 4NMOF N1'� 3 iW�AC IXOHIS ETC.AS PER WVNFACNIERS Sf�EC01GTI0NS PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. ALL Mauwc TO 9F FO SCREEN- F,T ECDMvt AND MEDIA ro+NF /ICEMNT A.F AT Ulm Rnntle �� CONE LIB' MANUFACTURERS SPECIFICATIONS M INT.COG. INTERIOR CERNG MOUNTED/PFNQINT LIGHTFIXTURE. CONFIRM -� CEI ING MOUNTED/PENDANT FIXTURE OE UNDER CABINET RICK UGH15 PRONGED BY OWNER AND INSTALLED BY CONTRACTOR N FLOOD WRIT L1IYAIK.O2 3/5 WHT,WHIN O OST ALUMINUM HOUSING,ADJUSTABLE I".300/50OW "'' T I mm POINT TRACK HEAD K UNDER CABINET STRIP LIGHTS AND WENIHERPR00F.ADOd1GNf.SEAUD HALOGEN BEAM. 44 UTILITY FLUORESCENT l 0 FXf.SOONSE EXTERIOR WALL MOUNTED NSTAS. CONFIRM WALL MOUNTED LIGHT MI RE Auuun ta,mte � PROWDED BY OWNER AND RISTAULED BY CONTRACTOR. OA CLOSET FIXTURE �—I 7.0'UTILITY FUUORESCENT P EXT.CLG. PEXTERIOR RONGED CEILING M /PENOANT AND NSfuIID B%ICONTIXTURE CONFIRM OSET(ONLY)SURFACE �QA RECESSED WALL WASH FIXTURE MOUNTED FIXTURE W/ACRYLIC LEIS 0 CIA FAN fELING FAN.PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. CONFIRM Lkwe l7n''m Y" EXTERIOR FLOOD LIGHT R 2i4 FLOUR. YETALOX WSC 232/242 YAP'.SURFACE MOUNTED fUJ�Ff. F32W,18 2:4 FLUORESCENT LX9R ® PHOTOELECTRIC SMOKE DEFECTOR R W/ACRYLIC LENS. - - - OS SMOKE DETECTOR 2x2r----.------ I ® SMOKE/TEAT DEFECTOR FI W/ACRYLIC LENS. I ® CARBON MONOXIDE/SMOKE DEFECTOR COMBINATION ® I- - ® CARBON MONOXIDE DETECTOR EXHAUST FAN J I ® ELECTRIC RAOWNT HEAT I I I ® ELECTRIC MOTOR — I I TELEWSION OUTLET -> TO ® - ```♦ SWITCH BELOW 1 1 DATA DUET i N X`HIRE PATH ------------ ------__ I I RevIsITHLs N-bc Date D..*. / / --------------- r I \I I _ / I Ih----IJLI —III B-- jl I /' _ I. 1 I I Ii ro PHOTOCELL 7D j�q/�� — _ L / --- __ - -_--- � 1 MILLWORK (FOR CUPOLA FIXTURE) -- y.s J�2(r. / ��' i F0� a.*.Jby: 1 I I 1 I I I •f�i� - f� _ u E \ I D—by: I I I 1 r B O Neil Residence L--------1 H 44 Irvmg venue Hgannis Port,MA s O FIXTURE M FIXTURE TO BE RACED M CUPOLA ABOVE tL 1-- -----Z -1 FIXTURE TO BE N NEV MEOW ROOM 1 _ ```------- _ _ i e PROPOSED SECOND FLOOR -----> TD1\J LIGMINGPLAN L_______________ _ I I I 1 I 1 1 I ; I I FT L____ •ti ____J / \■ O� Omte Iuad: 2019.05.12 —---------- —------ ------- ZONING TABLE BAXTER NYE ZONING DISTRICT(S): RF-1 RESIDENTIAL PROPOSED USE: RESIDENTIAL J I R V F y I N(73��,J OVERLAY DISTRICTS: RPOD ALLOWED USE: REDIDENTIAL PROP TOTAL SITE BUILDING FOOTPRINT=3,031 SF EXIST USE: RESIDENTIAL BARTER NYE ENGINEERING & SURVEYING TOTAL PARCEL AREA: 17,492± SF REQUIRED ALLOWED EXISTING PROPOSED LOT AREA: 43,560 SF 17,492 SF N A Registered Professional Engineers FRONTAGE: 20 FT 153.8 FT N/A and Land Surveyors BUILDING SETBACKS FRONT SETBACK 30 FT 26.3 FT N/A 78 North Street - 3rd Floor SIDE SETBACK 15 FT 29.1 FT 22.4 FT Hyannis, Massachusetts 02601 REAR SETBACK 15 FT 18 FT N/A MAX. BLDG. HEIGHT (STORIES) 2.5 STORIES OR 30 FT 2 STORIES /22 FT 2 STORIES /25.1 FT Phone - (508) 771-7502 PRE-EXISTING NON-CONFORMING Fax - (508) 771-7622 www.boxter-nye.com NOTES 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, REQUIREMENTS, AND SPECIFICATIONS. 2. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE APPLICABLE. 3. SITE LIGHTING SEE ELECTRICAL DRAWINGS IN ARCHITECTURAL PLAN PACKAGE FOR DETAILED N/F INFORMATION. S T A M P S T A M P IMARYLOUISE PALLOTTA McDERMOTT TRUSTEE OF THE McDERMOTT-HYANNISPORT REALTY TRUST i N/F DEED BOOK 26991 PAGE 98 ELLEN B. RYAN MAP 287 LOT 001/002 WILLIAM J. BURK KINGLSEY cy MATTHEW GAIT_ B. KINGSLEY TRUSTEE OF 10i w/. PEARL AVENUE REALTY TRUST DEED BOOK 13795 PAGE 136 EDDY CAL . ...... 7 MAP 287 LOT 003 No.4318 0 127 W - -------- A I M LVH AR-EA-- ------ 2 , FEN 5 2 355-" 7 S *2355 DH INSATLXV,0 121.EEI CE 0M4 EGB/ E 11 EDGE OF LAWN Ckm 91U L/A �2 1. '15' REAR BURN ET Sr CK 15"0 PARCEL 11 PER t —- ELF I E DEED BK 31086 rs 79-56 17,492±S,F, PAGE 67 C) _�A YN zo .40± ACRES 122 - PA EL III PER PAR PET� L k ED BK 086 C9 DEE BK 310 N/F 121.2 PA 6 - I\ I �ttE�67 CLAUDIA A ENGELI1ORN All DEED BOOK 23554 PAGE 209 z &7) _+ELECTRICAL 14' MAP 287 LOT 147 BRICK PATIO WTLET 32. PROPOSEP21.8 CORED , CONSULTANT _j POh0H +1 0.8 COVT-RF_D P ORCH IRA GA rION 0 PROPOSED z;7" CONM)L BOX z APPROX. LOCATION OF N RINSE �TYP) EXISTING LEACHING r STATION PROPOSED PROPOSED CHAMBERS 0) EXISTING GRAVEL 00 1 '511. ADDITION (ON ADDITION (00 Ze_ 24' SLAB) DRIVEWAY TO BE REMOVED AND 122. REPLACED WITH FXISTING BRICK PROPOWLING I OUTLINE OF LOAM AND SEED / , cx LADING COVERED Pl-FIROP. GRAVEL #44 STONE PREPARED FOR : APPROX. LOCATION DRIVEWAY PORCH STEPS _U V OF EXISTING "D-BOX" 9-v 05 CL E R CK e/ ATION 30' FRONT Sean O'Neil APPROX. LOCATION OF U_1LDING OF EXISTING A SITE BENCHMARK AA TER GATE LEACHING 12 44 Irving Ave CHAMBERS 5/TE RENCH41ARK CONCRET BOUND ELEVATION 125.15 (A A?�7 __/_2 9/w_ ELEVATION 116.64 (ASSUMED) MB/DH FLAG 11,�, , 1 .3 Hyannis port, MA 02647 ARBIL POLE rLECTRIC/ --� -�--�----� .�. OUND) +1 D METER / I 1.17' P4 _L An 2 0 -_ 112 12 0 D "DO NOT Ej GROUK'D ENTER" 177 Ut'll I T Y C N RETE SIWAL_.- 45-2 0 5IN- STALK , " PROJECT TITLE 1 t 11 7 -—1 1 1, 11 'VALK VCC "ALL TRAFFIC PROPOSED LEACH TURN RIGHT" NO PARKING" 44 Irving FIELD AND D�BOX 1 0 SEE PL ANS BY (IV 44 Irving OTHERS G fr 11c, OH W-� 0 *4:i �11 CIO Hyannis-Port, MA j CC w y �120.8 I N V U A ENI gE CB/ CB/DH I CB/DH 10 SDM 8/1/2019 LEACH FIELD AND D-BOX BY OTHERS DATE I DESCRIPTION SHEET TITLE Building Permit Plan SHEET NO Cn2nO DATE :03/19/19 20 0 20 40 SCALE IN FEET SCALE : DRAWN BY: SDM CHECKED BY: SMM J 0 B N 0 2018-062 F I L E 2018-062 OM.dwg