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0214 ELLIOTT ROAD
I Town of Barnstable _ �� .n��� � � �� �� � •��- �-� Shed s n Post This Card-So That lt is-Visible Frorn the Street Approved,Plans Must be Retained on Job and:this Card Must be Kept Posted'Until'Final Inspection Has Been Made w • 63� , . :4 J, w Registration e a Cer ifieate of occupancy is IR Uired,such Bwldrng shall Not be Occupied until a Final Inspection has been made Registration Number: B-19-3794 Applicant Name: DACEY, BRIAN TTR Approvals Date Issued: 11/08/2019 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 05/08/2020 Foundation: Location: 214 ELLIOTT ROAD,CENTERVILLE ems, , Map/Lost: 227-022-001 Zoning District: SPLIT Sheathing: Owner on Record: DACEY, BRIAN T TR Contractor Name:' Framing: 1 Address: 1214 5TH AVENUE - Contractor License. 2 NEW YORK, NY 10029 ,; Est.,Project Cost: $0.00 Chimney: Description: 8'x13'shed = Permit+Fee: $35.00 Insulation: Fee Pa id:f $35.00 Project Review Req: SHED TO COMPLY WITH SETBACK REQUIREMENTS r Date. g 11/8/2019 Final: ( Plumbing/Gas Rough Plumbing: Building Official " Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six-months after,issuance. All work authorized by this permit shall conform to the approved application and the,approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in with the local zoning by laws-arid codes. This permit shall be displayed in a location clearly visible from access street or-toad and shall be maintained open for public inspection for the entire duration of the Final`Gas: work until the completion of the same. # „ Electrical The Certificate of Occupancy will not be issued until all applicable signatures�byahe Buitding and Fire Officials a�e,provided on this permit Minimum of Five Call Inspections Required for All Construction Work: ? Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection „�F 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health ;r. 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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable THE r Building Department Services r° Brian Florence,CBO Building Commissioner Q 't 5 9�- ���� 200 Main Street; Hyannis,MA 02601 � www.town.barnstable.ma.us Office: 508-862-4038 F&&4- 6230 PER [T -6 • $35.00 SIEEA REGISTRATION RESIDENTIIAL ONLY 200 square feet or less 60 ell i D+� Rela Location of shed(address) Village -PrDperty OW76 name Telephone number . ber_ Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront His;tDdc District? . 01d King's Highway Historic District Commission jurisdiction? You must file with Old King Ps Highway \ Conservation Commission(signature is required) J Sign off ho'nrs for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE VYTIBIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BF,,j ACCOMPANIEEID BY A . PLOT'PLAN Q-forms-sbedreg REV:08/6/17 FtHEr Town of Barnstable ,UMST,BLE, Building Department- 200 Main Street Hyannis, MA 02601 TEn N+A'�A Tel. (508) 862-4038 ' Certificate Of Occupancy . Permit Number: B-18-3908 CO Issue Date: 9/19/2019 Parcel ID: 227-022-001 Zoning Classification: SPLIT Location: 214 ELLIOTT ROAD, CENTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: BAYSIDE BUILDING INC Permit Type: Residential - Land Type of Construction: Design Occupant Load: 0 Comments:. FOUR BEDROOM SINGLE FAMILY HOME WITH ATTACHED TWO CAR GARAGE.- Q 119 � l Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Town of Barnstable _ Building . . -q.z'+.-...;;�• y may, ,.r-w �,-."S."r„°"�,,�",. .r .i ,. ^..M,�... ter°+mar: ' +c.ter, . „ : , ;Post This'Gard So.that it is E�isibleaFromsthe Street`Approved:PlansMust,bei?Retained on Job.and.'-tFis,Car`d'Must be,.Ke .tPostedy�yq - MA89. yv „ :. h 'f ."x rr`v.. ➢r ... � ,.- fir., 1q m �, w. � v � • S�Y,-r A� C .w v... z°i° ^FT' 'a.� p ,esy Until Finallnspection Has-Been _w j • � ,� , �s � t- �t F • + UVhere a:Certficate of Occu anc is Re 'uirctl�such,Buildm shall Nota"e:Occuled°until a1Final�lns action;has been made: ��n11� g Permit No. B-18-3908 Applicant Name: BAYSIDE BUILDING INC Approvals Date Issued: 12/20/2018 Gurre'nt Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 06/'0/2019 Foundation: Residential Map/Lot: 227-022-001 Zoning District: SPLIT Sheathing: Location: •214 ELLIOTT ROAD,CENTERVILLE Contractor Name: -.BAYSIDE BUILDING INC Framing: 1 O slm h-T Owner on Record: DACEY, BRIAN T TR ;Contractor,License ,113786 2 Address: PO BOX 95 Est Project:Cost: $.500,000.00 Chimney: CENTERVILLE, MA 02632 Permit`Fee: $2,670,0 ` Description: NEW SINGLE FAMILY HOME-4 BEDROOMS 3.5 BATHS WITH nip�^ Insulation: 'J ` S�L�l�. ATTACHED 2 CAR GARAGE Fee Paid: $2 6T5 0'Qc Date Final: 12/20�2018 a g Project Review Req: FOUR BEDROOMS. BONUS ROOM NOT A,BED,ROOM'": Plumbing/Gas Rough :lurn Mg. ' Building Official' fj €"FC •:ry ? This permit shall be deemed abandoned and invalid unless the work authorized`by this permit is commenced within six months after issuance. in Ga . All work authorized by this permit shall conform to the approved appkation and the approved construction documents for wh cti'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. This permit shall be C'splayed in a location clearly visible from access streetor road and shall be maintained:open for public inspection for the entire duration of Electrical the work until the completion of the same. y Service: The Certificate of,Occupancy will not be issued until all applicable signatures bythe Building and Fire.Officials are provided on this permit. Rough: c2 bpi " Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Final:01�g-30--1Gj � 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) -Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health s Final: Da,6_ 3-5 0.�- , Where applicable,separate permits are required for Electrical,-Plaftibing,and Mechanical Installations. Wcb{r c shall npt proceed until the Inspector has approved the varioustages of construction. Fire D artm t "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Finale Town of Barnstable Building s SARNM Post This Card So;That it"is Visible Frorri'the Street-"Approved',Plans;Must;be Retained on Job-and this Card Must be Kept`" s , Posted Until F�nal,lnspecton Has Been Made w ;"j r t. tWhere a Certificate of Occupancy is Required,'such Building shall Not be Occupied until a Final Inspection has been made Permit y Permit No. B-19-2312 Applicant Name: norry alves Approvals . Date Issued: 08/14/2019 Current Use: Structure Permit Type: Building-.Pool-Inground 'Expiration Date: 02/14/2020 Foundation: Cw eb Location: ;214 ELLIOTT ROAD,CENTERVILLE Map/Lot: 227-022-001 Zoning District: SPLIT Sheathing: CIR IC, Owner on Record: DACEY, BRIAN T TR Contractor Name'.- Norry K Alves,Jr Framing: 1 Address: PO BOX 95 Contractor-License CS-074577 2 CENTERVILLE"MA 02632 Est Project Cost: $50,000.00 Chimney: i E � Description: Install 16'x 36'in ground gunite swimming pool ,PermitFee: $175.00 Insulation: Project Review Req: GATES MUST'OPEN AWAY FROM POOL"AND BE SELF Fee Paid:; $ 175.00 CLOSING/LATCHING. Date: , 8/14/2019 Final: ;,. - C Plumbing/Gas Rough Plumbing: Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six monthsa"fter issuance. All work authorized by this permitshall conform to the approved application and thetapproved 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 with the local zoning=by-jaws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall.be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. 4 ' - - r""- Electrical The Certificate of Occupancy will not be issued until all applicable signa B signatures by the uilding and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:) ` Service: 1.foundation or Footing � . 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue Iining is"installed 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: ONE-✓E Town of Barnstable Build1 g 9. �. s � ),Post This Card So That it is Visible"i=rom,the Street Approved:PlansMust-be Retainedon Job and this Card Mu"st-be Kept M Posted Until'Final Inspection Has Been Made , to Where'a Certificate of Occupancy is Required,such Building shA Not be Occupied unte --ermi l a-Final Inspectoon:has been made - . ._ -. .._ !.'ire _ ,r Permit No. B-18-3908 Applicant Name: BAYSIDE BUILDING INC Approvals Late Issued: 12/20/2018 Current Use: Structure Vov-cs('03�3/Ilk i Permit Type: Building New Construction-1 or 2 family Expiration Date: 06/20/2019 Foundation: v I212.L/1 Residential Ma /Lot: 227-022-001 Zoning District: SPLIT Sheathing: tic '31 _Z_j p ��. Location: 214 ELLIOTT ROAD,CENTERVILLE s Contrractor Name: ,,,BAYSIDE BUILDING INC Framing: 1 Owner omRecord: DACEY, BRIAN T TR Contractor License: 113786 -2 i Address: PO BOX 95Est Project Cost: $500,000.00 g� Chimney: CENTERVILLE,MA 02632 � Permit-Fee: $2,675.00 ( Insulation:ion. n: NEW SINGLE FAMILY HOME-4 BEDROOMS 3.5 BATHS WITH 2 675.00 Description: r Fee Paid:'' S p 1 ATTACHED 2 CAR GARAGE Final: t�911��1q n Date 12/20/2018 Project Review Req: FOUR BEDROOMS. BONUS ROOM NOT'A BEDROOM, t Plumbing/Gas Rough Plumbing. Building Official - I m Final in .P u b g' i ,} r e Rough Gas: i permit is commenced within six months after issuance. Final Gas. This permit shall be deemed abandoned and invalid unless the work authorized by this 3 P . i permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. work authorized b this e PP -, All o Y P local zoning by'-laws and codes. a All construction;alterations and changes of use of any building and structures shall be in compliance with the g Y Electrical dined open for ublic inspection for the entire duration of the This.permit shall be displayed in a location clearly visible from access street or road and shall be rnainta p, , p p work until the completion of the same. fit' Service: Officials are Provided on this permit. - Rough: The Certificate ofOccu occupancy will not be issued until all applicable signatures by the Building and Fire O p � P P Y �� � , Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.P'Tior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation Health 7.Final Inspection before Occupancy 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. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Application Number ........ tom] .... ....................... 01<Jyuiw j # sAM87ABLE, # ^(' Z��� Permit Fee. ................. .............Other Fee...... ........ MASS.. `d(3Dk Total Fee Paid : ....... TOWN OIL-B ST 6 ........ ....... Z ,pt)........... 1 �1�l� 1� T 1�1 #J j Permit Approval by... On. 1t➢1�.11LJ3rl�.lt1�G 1z lt?e _ /® 60/� f 84R�,�]. �'� Par el. . O�o_ `�V 4 APPLICATION -BLE Map...................1................ c . .......................................... Section I — Owners Information and Project Location Project Address. ��f �1c�L pc)o-d Village CQK76eY✓IllQ- Owners Name Owners Legal Address city�t�V t(��P State VA4 Zip Owners Cell# 'S"0�-�ZI-1 E-mail rt a f �J t���u��d i CeJWI Section 2-Structural Use Single/Two`Family Dwelling ❑ Commercial Structure over 35,000 cubic feet _ EJ Commercial Structure under 35,000 cubic feet Section 3—'mac of Permit (� New Construction ❑ Move/-Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement"❑:'Family/Ainnesty'�+': ❑ Fire Alarm, - Rebuild ❑ Deck Apartment © Sprinkler.System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 Detail Cost of Proposed Construction U OGX) SgiWe Footage of Project 3,01'� Age of Structure Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms(proposed) q 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design Last updated:11/7/2017 - n Section 5 m Work Description . r yyl o. Vy Section 6—Project Species Wiring Oil.Tank Storage Smoke Detectors Plumbing Gas ❑ Fire Suppression i 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 AP Proposed Use Lot Area Sq. Ft. Total Frontage__Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required o Proposed Rear Yard Required Proposed Side Yard Required I D Proposed (z C7 Has this property had relief from the Zoning Board in the past? ® Yes ® No t Last updated: 11/7/2017 0 Liberty The Ohio Casualty Insurance Company Mutual® 62 Maple Avenue, Keene, New Hampshire 03431 SURETY BOND Bond#601142749 KNOW ALL MEN BY THESE PRESENTS:That we Bayside Building, Inc. P.O. Box 95 Centerville MA 02632 Street Address City State ZIP Code (Full Name[top line]and Address[bottom linel of Principal) (hereinafter called the Principal)as Principal,and, The Ohio Casualty Insurance Company with principal offices at Keene,New Hampshire(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable 200 Main Street Hyannis MA 02601 Street Address City State ZIP Code (Full Name Itop line]and Address[bottom line]of Obligee) (hereinafter called the Obligee),in the penal sum of One Thousand Dollars and no cents (Dollars)$ 1,000.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a License to Construct a single family home at 214 Elliot Road Centerville, MA 250'frontage. for a term beginning on November 27, 2018 and ending on*November 27, 2019 (*strike out if license or permit is for an indefinite term) NOW, THEREFORE, if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted,or any lawful rules or regulations pertaining thereto,then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below;but if said license or permit was issued for a specific term,and is renewed for one or more specific terms,this bond will be extended to cover such additional term(s) upon the execution by the Surety of a Continuation Certificate, provided such certificate is acceptable to the Obligee. In no event , however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten (10) days in advance of its intention to do so. SIGNED,SEALED AND DATED November 27, 2018 Bayside Bui ng, Inc. By: l' The O u Casualty In rance Company Martha A. Kenney, Attorney-ln-Fact S-3853 License or Permit Bond (Unnumbered) POWER OF ATTORNEY The Ohio Casualty Insurance Company Bond Number:601142749 Principal:Bayside Building, Inc. Agency Name:DOWLING&O'NEIL INSURANCE AGENCY Obligee:Town of Barnstable Agent Code:200226 Know All Men by These Presents:That The Ohio Casualty Insurance Company,pursuant to the authority granted by Article IV,Section 12 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company,do hereby nominate,constitute and appoint: Constance Boulos; Emily Montgomery;Joanne R. Sullivan;Kelly C. Bolton; Mark McCartin; Martha A. Kenney; Nancy Soule; Robert W. Miller; Tina Boulos of Hyannis, Massachusetts its true and lawful agent(s)and attorney(ies)-in-fact, to make, execute,seal and deliver for and on its behalf as surety,and as its act and deed any and all BONDS,UNDERTAKINGS,and RECOGNIZANCES,excluding,however,any bond (s)or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Company,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of said Company at their administrative offices in Keene,New Hampshire,in their own proper persons.The authority granted hereunder supersedes any previous authority heretofore granted the above named attorney(ies)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of said Company this 26th day of September,2016. DIY INSV e r o m o Z 1919 0 0 ONA MPS aa3 David M.Carey,Assistant Secretary STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY On this 26th day of September,2016 before the subscriber,a Notary Public of the State of Pennsylvania,in and for the County of Montgomery,duly commissioned and qualified, came David M.Carey,Assistant Secretary of The Ohio Casualty Insurance Company,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal at the City of King of Prussia, State of Pennsylvania, the day and year first above written. 9P PASr Q��MON < COMMONWEALTH OF PENNSYLVANIA '44 �< < Notarial Seal U s 9 /^ OF Teresa Pastella,Notary Public Upper Marion Twp.,Montgomery County M y Commission Expires Association ion of Notrch e es Notary Public in and for County of Montgomery,State of Pennsylvania 1?Y P� My Commission expires March 28,2021 This power of attorney is granted under and by authority of Article IV,Section 12 of the By-Laws of The Ohio Casualty Insurance Company,extracts from which read: ARTICLE IV-Officers:Section 12.Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bond, recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of The Ohio Casualty Insurance Company effective on the I5th day of February,2011: VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company,wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds,shall be valid and binding upon the company with the same force and effect as though manually affixed. CERTIFICATE I,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Company and the above resolution of their Board of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seal of the Company this 27 day of November 2018 �11 INSU tiJ o°aPoggq9y o Z 1919 o Am ,dad Renee C.Llewellyn,Assistant Secretary Bk 18033 P9113 rI406�52 12—1.5-2003. @ 1:1 2'_.00P ELLIOTT ROAD REALTY TRUST APPOINTMENT OF SUCCESSOR TRUSTEE The undersigned, being the sole Trustee of the Elliott Road Realty Trust, under Declaration of Trust dated July 9, 2003, recorded with the Barnstable County Registry of. Deeds in Book 17232, Page '292, does hereby state that Brian T. Dacey is hereby appointed successor Trustee under said Trust in place of Michael J. Dacey, who hereby resigns. The resignation of Michael J. Dacey and the appointment of Brian T. Dacey are effective as of the date of the recording of this instrument. Executed as a sealed.instrument this J15_1h day of November, 2003. ELLIOTT ROAD REALTY TRUST B ( /( y• Michael J. Dacey,Trustee COMMONWEALTH OF MASSACHUSET'T'S Barnstable, ss. November. 2003 Then personally appeared the above-named Michael J. Dacey, Trustee'as aforesaid, and _ acknowledged the,foregoing to be his free act and d d, before me. 'Zll-{.L Q N tary Public: " My commission expires; ELLIOTT ROAD REALTX TRUST RESIGNATION I, Michael'J. Dacey;hereby resign as Trustee of Elliott-Road Realty Trust, effective as of the date of the appointment of the successor trustees listed bereinabove. Executed as a sealed instrument this�h ''day November,2003. i Michael J. Dacey COMMONWEALTH OF MASSACHUSE,rTS 'Barnstable, ss. November v?�003 ° Then personally appeared the above-named Michael J, Dacey and acknowledged the, foregoing instrument to be his free act and deed, be re me, M otary Public; �,y�,�r .q. 13-4 L,e to My commission expires; 11/3//Of F •i Trustee Resignation Elliott Roid/IbNEW2003 ninkw%TArlt r DC(-ICTDV nF f1FFng ✓ 4y Bk; .17232 P's297 4,79463 07--10-2C�03 10 9 03a QUITCLAIM DEED I,MARK H.BOUDREAU,TRUSTEE OF EASTERN BOX TURTLE REALTY TRUST, under Declaration of Trust dated July 9,2003,recorded with the Barnstable County Registry of Deeds in Book a 3 a ,Page_aP 3 —, of Barnstable,Barnstable County,MA 02630 For consideration paid in the sum of EIGHT HUNDRED THOUSAND AND NO/100 ($800,000.00)DOLLARS , Grant to MICHAEL J.DACEY,TRUSTEE OF ELLIOTT ROAD REALTY TRUST,under Declaration of Trust dated July 9, 2003, recorded with the Barnstable County Registry of Deeds in Book / pZ ,Page 9�, of P.O. Box 95, Centerville,MA 02632 t With Quitclaim Covenants the following described parcels of land: Those certain parcels of vacant land situated on Elliott Road,Barnstable(Centerville),Barnstable County,Massachusetts shown as Lots 4, 5, 6 and 7 on a plan of land entitled"Plan of Land in (Hyarmis)Barnstable,Mass. for Allen J.White and Carl S. Riedell"by Baxter&Nye, Inc.,dated 12/2/93 and approved 12/13/93, and recorded with the Barnstable County Registry of Deeds in Plan Book 499,Page 81. I •.` - I , I,Mark H.Boudreau,Trustee as aforesaid hereby certify as follows: 1. I am the only Trustee of the above-mentioned Trust; 2. That said Trust has not been altered, revoked or further amended and is in full force and effect; 3. That the beneficiaries of the Trust are of legal age, they are not disabled and have all } assented to the sale of the trust property, and 4. That I am duly authorized on behalf of all of the beneficiaries of said Trust to convey the trust property known and numbered as Lots 4, 5; 6 and 7 Elliott Road, Centerville, Barnstable County, Massachusetts, for consideration in the-amount of EIGHT HUNDRED THOUSAND AND 00/100 ($800,000.00) DOLLARS to Michael J. Dacey, Trustee of Elliott Road Realty Trust. - t The street address of the premises herein conveyed is; 208, 210, 212 and 214 ElU1ott Road, Centerville, MA 02632, For title, see Deeds recorded with the Barnstable County Registry of Deeds in Book Page- --- Book t12 �� Pa e AS 9 Book Page D 07 6 and Book 19,-�3 a Page r2 III a i i M • Bk. 17232 P:8 29B *794 463 EXECUTED under seal`this 9`"day of July, 2003 EASTERN BOX TURT REALTY TRUST BY: Mark H. Boudreau,Trustee COMMONWEALTH OF MASSACHUSETTS f Barnstable, ss. July 9,2003 Then personally appeared the above named Mark H. Boudreau,Trustee as aforesaid, and acknowledged the foregoing instrument to be his free and deed before me N Public: John W.K ey y commission expires:, 1728/05 Deed Boudreau to Dacey Elliott Road/Deeds REG OF BARNSTABLE COUNTY F E �^ ' ------------- --- : 07i10ro3 *13W of ' 0a= MOB DATE 07.10.'03 THU FEE $2TS6.00 CASH - $27:36.00 TAX W24,00 TOTAL $1B24,00 ACASH $1824.00 CLERK 1 NO.041076 TIME 09:43 1111 BARNSTABLE REGISTRY OF DEEDS Commonwealth of Massachusetts ----- -----� ) Division of-Professional L-icensure-I -.-_-- Board of Building Regulations and Standards 61: s "§.6 rvisor CS-005645 ""' EX ires: 04/19/2020 4,- � BRIAN T DACEY k P®B®X 95 , CENTERVILLE - k Commissioner i Construction Supervisor i Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license l Call(617)727-3200 or visit www.mass.gov/dpl j I , u } 4 ' ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigiations , 600 Washington Street ' Boston,MA 02111 -• www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information PRease Print Legibly Name(Business/Organization/Individual): tall t nC Address: ®. rJC►Y74 City/State/Zip: Phone#: Are you an employer?Check the app opria a box: Type of project(required): 1.El am a employer with 4.-�] I am a general contractor and I * have hired the sub-contractors 6. KNew construction employees(full and/or part-time). - 2.❑ I am a sole proprietor or partner- 'listed on the attached sheet. '7. 0 Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' , comp. insurance) 9. 0 Building addition [No workers' comp.insurance P• required.] 5., We are a corporation and its I0.❑Electrical repairs or additions 3.❑'I am a homeowner doing all work officers have exercised their 11,0 Plumbing repairs or additions .m self ' . right of exemption MGL Y �o workers.comp. per 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no 13. Other employees. [No workers' comp. insurance required.] b s5; *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information, i t•Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ' #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information k. Insurance Company Name: cal r 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 c ify under the ns and penalties of perjury That the information provided above is true and correct Si ature: i Date: 111ah Phone#: 1��' — /tl o Official use only. Do not write in this area,to be completed by city or town official, . ' . 4 City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: GL Policy WC Policy Effective GL Policy Effective WC Policy Sub Contractor Date Expiration _ Date Expiration All Cape Garage Door 508-398-2757 09/01/18 : 09/01/19 09/01/18 09/01/19 Baxter Nye Engineering&Surveying 508-7714622 09/01/18 09/01/19 08/01/18 08/01/19 Campbell,William 508-790-3517 10/01/18 10/01/19 09/01/18. 09/01/19 Cape Cod Marble&Granite 50,8-771,-2900 09/01/17 09/01/18 10/01/17 10/01/18 Cape Concrete Forms 508-922-1910 '07/01/18 07/01/19 11/01/18 11/01/19 Carpet Barn Inc 508-548-1443 09/01/18 09/01/19 09/01/18 09/01/19 Bayside Electric 508-771-7170 09/01/18 09/01/19 08/01/18 08/01/19 Whiteleys Heating&Plumbing 508-945-1106 . 10/01/18 10/01119 09/01/18 09/01/19 . Coy's Brook, Inc 508-394-8442 09/01/17 ,09/01/18 10/01/17 10/01/18 Davids Building&Remodel 508-428-3214 07/01/18 07/01/19 11/01/18 11/01/19 Hill Construction 508-888-8154- 09/01/18 09/01/19 09/01/18 09/01/19 Jeffrey Lauder. 508-221-1046 09/01/18 09/01/19 08/01/18 08/01/19 Kitchen Appliance.Mart 508-771-2221 10/01/18 10/01/1.9 y 09/01/18: f09/0.1/19 MAP Insulation 508-888-3599 09/01/17 : 09/01/18 - 10/01/17 10/01/18 Northern Sealcoating 508-398-9474 07/01/18- 07/01/19 11/01/18 11/01/19 Pastore Excavation Inc. 10/01/18 10/01/19 09/01/18 09/01/19 Wood Floor Specialists 508-888-3958 07/01/18 07/01/1.9 10/01/18 10/01/19 ` r � �� + � 4 .. � . a, .. � � j r '� � � _ _ (� �; �. .. � •� _ ', ` i _ � , � .. e 6// � ti �' _ 4 Section 9—Construction Supervisor �. Name o ✓k QC - Telephone Number n-6 -711-J oLy Address b City kkv State VV 18, _Zip Q L675 Z License Number M5(at l-�_ License T e yp CA L Expiration Date i Contractors Email Y\ LV� .cc Cell# V�O-K-ZZI-100 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 land documentation re ' ed by 780 and the Town of Barnstable.Attach a copy of your license. Signature I Date I Section 1Q—Home Improvement Contractor. 1 Name < < Telephone Number ` Address '. City << State `< Zip Registration Number 11?j-( Expiration Date g J I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentatio uired by 78 and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date It i Section 11 —Home Owners License Exemption Home Owners Name: - Telephone Number L 'Number I understand my responsibilities under the d recsi s#wtien-Supeivism-iri dance with 780 CMR the Massachusetts Stat Buildin e. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date _f "PLIC T SIGNATURE Signature Date l C2 .( k i Print Name 1 C Telephone Number E-mail permit to:' 111AA flAl Last updated: 11/7/2017 Section 12®Department Sign-Offs Health Department Zoning Board (if required) El I.3 i required) �storic District � Site Plan Review(if • Fire Department - Conservation F®ir commercial work,please take y®Ur playas directly ®iD e fire de)Yartmentfor approv aL Section 13 ®Owner's Authorization I, CAL , as Owner of the subject property hereby authorize 'Q to act on my behalf, in all matters relative to work authorized b 's building permit application for: Q ILI -;oj1C[ (Address of job) /Mvp Si of Own r date Prin ame • i 1 F t r i Last updated: 11/7/2017 Insulation Certificate Elliot Rd Centerville Number and Street City Barnstable County Subdivision Lot Number Permit Number Description of Installation ROOF Product_Thermoseal Open cell foam Lot Number Thickness(inches) 10 Thermal Resistance (R-Value) 38 EXTERIOR WALLS Product_Thermoseal Open cell foam Lot Number Thickness(inches) 5.5 Thermal Resistance (R-Value) 20 GARAGE CEILING Product_Thermoseal Open cell foam Lot Number Thickness(inches) 8 Thermal Resistance (R-Value) 30 BASEMENT CEILING Product_Fiberglass Batts Lot Number Thickness(inches) 6 Thermal Resistance (R-Value) 30 Exposed foam in the atticis coated'with thermal barrier paint DC315 Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards. _Bayside Building Inc_ General Contractor(Builder) 'Ucense Number 05/28/2019 Signature and Title_ Date Cape Cod Spray Foam LL CS- 111878 Sub-Contractor(Insulation Installer) icense Number manager: Ivan Pauliuchen a 05/28/2019 Signature and Title / ZONE: ASSESSORS REF.. `N,\ RB & RC Map 227, Parcel 22-1 O \ , Area (min.) 87,120 SF (RPOD) G i Fronta a (min) 20' ,�S\ Width min) 100' OVERLAY DISTRICT: Q �• Setbacks: srr t `� Front 20' AP Aquifer Protection District � of tlA i Ak Side 10' Rear 10' N FLOOD ZONE, o ,w h'ti / \ \� Z X & AEEL10 y \� i ones: ( ) RICHAR L HEUREUX ,- Based on Map # •o Np. 34312 p 25001 C0564J July 16, 2014 LL Qf 01000 BVILU7NP I certify that the foundation i�M^!� �► ,t.� ���� R/�9p shown hereon conforms to . i \ \ s �°-N/ ' m 126.7 Paved Drive \\ `\\ JAN 16 ' the setback requirements of 26i3 Edge of Conservation \ ` \ \ the Zoning Bylaws of the Restriction Area —- _ _ \ \ T®°�VN town of Barnstable. ` /N s►��r�' see Plan 632124 ��S� i I'd`� r ._ yAccess Easement 'B' / Wetland Delineation By see Deed Book 19280/175 p°`/ /0,•3S 9 The BSC Group as shown on Plan by BSC Dated \ er°'vim' October 2Z 2002 \(PB583/71) Is. \h # PLOT PLAN 9p�ar j q 6• j Lot 7A & 66 \.\ \ �\ OF214 ELLIOT ROAD �lg y ... #214. 47,657.*SF Upland ; BAR/VSTABLE 8,215±SF Wetland \ 55,872±SF Total k (CENTERVILLE) Pere.eeN iP./coP 34.6' By Record Plan (583/71) \ MASS 'Yob AnrO a Access Easement "A' NOTES. /ns�y�arre see Deed Book 192801175 NewlConcrete o`�,,� DATE: 01/JAN/19 SCALE. 1"=50' N6 , 0 25 50 75 100 FEET 1.) The structures shown were located on the ground / S;ss, , e- by conventional survey methods on (or between) sreAh 24�202�y FOUrldlfat/On ory a 23/OCT/18 and 02/JAN/19. � � c, To. . E1=31.9' �ryp� D PREPARED FOR: Elliott Road Realty Trust 2.) The property line information shown hereon was so. � compiled from available record information. PREPARED BY:3.) This plan is not for recording and is not to be CapeSury used for construction layout nor deed description 23 West Bay Rd, Suite G purposes. C904 �1 c 1 FIELD BY. WHK ASK RRL Osterville MA 02655 DWG #' 9 PP / / (508) 420-3994 / 420-3995fox 1 Home Energy Rating Certificate Rating Date: Projected Report Registry ID: Unregistered j p Ekotrope ID: yvPX07ev HERS' Index Elliot ' • Centerville , MA 02632 Your home's HERS score is a relative . 2 performance score. The lower the number, the more energy efficient the home. learn more, visit www.hersindex.com *Relative to an average U.S. home Bayside Builders Your Home's'Estimated Energy Use: - This home meets or exceeds the Use[Wtu] Annual Cost . criteria of the following: Heating 71.1 $904 20,15 InternationaliEnergy Conservation Code Cooling 0.6 $32 . c` Hot Water 16.0 $197 I- . LL ao Lights/Appliances 24.0 $1,294 L.L! ® - I� CV Service Charges" � : • $0 (D . .< Generation re.g.Solar) 0.0: -$0 � o • Total: 111.7 .. $2,428 J W 0 . Home Feature Summary: Ratil Comp ted by: More Energy Home Type: Single family detached EnergyRater:Chris MaQla ISO Conditioned Floor Area: 21920 sq.ft. ._ RESNET ID:8873503 Exist;n1 240 Number of Bedrooms: 4 Homes 230 Rating CompanyMome Energy Raters,LLC g o Primary Heating System: Furnace•Natural Gas 95 AFUE 370 180 State RD Suite 2 Upper + no Primary Cooling System:. Air Conditioner:.Electric•13"SEER 508-833-3100 Reference 100 Primary Water Heating: Water Heater•Natural Gas•0.82 Energy Factor 90 - House Tightness:.. 2.7 ACH50 . - - Rating Provider:Energy Raters of Massachusetts �'' '•. Ventilation: 40.0,16.0 CFM•23.0,8.7 Watts 2 Woodlawn Street Amesbury,MA 01913 70 - - 978-270-3911 'n� au.a'boa.rn�6 eo� Duct Leakage to Outside: 76 CFM25 � r so This Home Above Grade Walls: R-21 i 40 Ceiling: Attic,R-50 20 ` J. Window Type: U-Value:0.28,SHGC:0.28 Foundation Walls: N/A zee, 0 ° Home " Les.Energy Chris Mazzola,Certified Energy Rater Omit R[SN" Date:.12/_4/_18 at_1.2:47.PM._ • • A•` • 1 1.1 IECC 2015 Performance Compliance Property Organization 214 Elliot Rd Home Energy Raters,LLC Centerville MA 02632 508-833-3100 Inspection Status Chris Mazzola Results are projected Elliot Road 214 Pre Elliot Rd 214-yvPX07ev Builder Bayside Builders Annual.Energy Cost .Design IECC 2015 As Designed Performance Heating $1,318 $1,236 Cooling $100 $85 Water Heating $288 -" 36bT6tai Used to det_erm_In_e_co_mpiiance ,,r_ �57,706 � $1,609 .Lights&Appliances $1,032 $1,034 Onsite generation $0 $0 _,...- r. �_ Total __. �. �_ $2,738y mow. $2,643 � 0 .3 02. .1.2 - 2. - .. Performance-based compliance Air Leakage Testing, Area-weighted average fenestration passes by 5.7% SHGC 0: 03. . Area-weighted average fenestration Lighting Equipment Efficiency; Mechanical Ventilation Efficacy U-Factor Mandatory Checklist W409T Duct Insulation Design exceeds requirements for IECC 2015 Performance compliance by 5.7%. As a 3rd parry extension of the code misdicfion utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of - - Chapter 4 of the adopted International Energy Conservation Code based on Climate zone 5.if rating is Projected,I certify that the building design described herein Is consistent with the building plans,specifications,and other calculations submitted with the permit application.If rating Is Confirmed,1 certify that the address referenced above has been InspectedAested and that the mandatory provisions of the IECC have been installed to meet or exceed the Intent of the IECC or will be verifled as such by another party. - Name: Chris Mazzola Signature: Organization:- Home Energy Raters,LLC Date: 12/4/18 at 12:47 PM Ekotrope RATER-Version 3.1.0.2060 - IECC 2015 Performance compliance results calculated using Ekovopa's energy algorithm,Mich is a RESNET Accredited HERS Razing Tod. a t • i IECC 2015 Building UA Compliance Property Organization 214 Elliot Rd Home Energy Raters,LLC Centerville,MA 02632 508-833-3100 Inspection Status Chris Mazzola Results are projected Elliot Road 214 Pre Elliot Rd 214-yvPX07ev Builder Bayside Builders t , Building UA Elements IECC Reference As Designed Ceilings, 72.0'. 74.0 Above-Grade Walls 183.2. 169.5 Windows,Doors and Skylights r 204.8 181.0 Slab Floor: 0.0 0.0 Framed Floors 81.3 106.3 Basement Walls 0.0 0.0 Rim Joists 5.9 5.1 Overall UA(De§ign must be equal or lower): 547.2 535.9 Mandatory Requirements . 02.1. 2.3. Glazedfenestration S . .0 .2 'Total Ua alternative for insulation and Air Leakage Testing fenestration 402.5 04-- Area-weighted average fenestration Area-weighted average fenestration. Lighting Equipment Efficiency SHGC U-Factor 403.6.1 Man atory Checklist .. 03.3.3 Mechanical ventilation Efficacy Duct Testing 03.5.3 , Hot water pipe insulation N Design exceeds requirements for IECC 2015 Prescriptive compliance by 2.11%. 'Name: Chris Mazzola Signature: Organization: Home Energy Raters,LLC Date: 12/4/1Bat 12:47 PM Ekotrope RATERVersion 3.1.0.2060 Building Summary Property Organization ^ - 214 Elliot Rd Home Energy Raters,LLC Centerville,MA 02632 508-833.310D Chris Mazzola Inspection Status Elliot Road 214 Pre Results are projected Elliot Rd 214-yvPX07ev - Builder Bayside Builders General Building Information Number Of Bedrooms ANumber Oi Floors 2 Conditioned Floor Area(aq.ft]"'- 2,920 Unconditioned,attached garage? ` Yes _ 'Conditioned Volume[cu.ft.] `33,401 Total Units in Building 1 `Residence Type" —Single family detached Modef Community T r. -- . -..7. Clirnato Zono. - 5q Basement Wall - None Present - Basement Wall Library List None Present - Slab _ None Present - Slab Library List - - None Present Framed Floor Name Library Type Carpel R Floor Grade Surface Area Location - - >basement R30,Fd.Zl6,G2. t r r Above Grade 1,990.0 sq.a.''Unlnsulated Unconditioned. ` Basement: - - >basement stair. 879,FG.tOz16,03' - 1 i Above Grade- 50.0 sq.ft. Unlnsulated Unconditioned . - - - stringer, l I F. - Basement .. >garage, R30,FG,10x16,G2 1{{ Above Grade 423.0 sq.ft, Unconditioned,attached .. - .. : garage'. . 1 Building Summary Property Organization 214 Elliot Rd Home Energy Raters,LLC Centerville,MA 02632 508-8333100 Chris Mazzola Inspection Status Elliot Road 214 Pre - - Results are pmjected - Elliot Rd 214-yvPX07ev - sunder Bayside Builders _ Framed Floor Library List Name R-value R6,FG,lOxl6,G3— - - - 15.538 _ r R30,FG,lGxl6,G2 23.419. Rim Joist Name - .. Library Type _ Surface Area location >ambient R20 106.0 sq.ft. Exposed Exterior.. >garage R20- 22.0 sq.ft. Unconditioned,attached garage Rim Joist Library List Name R-value - Wall .. .Name Library Type Surface Color Surface Area Location .. • - .• >ambient R21,FG,6x16,G1 ..: Medium 2,881.4 sq.tt.i .. Exposed Exterior >attic' R21,FG,6x16,G1.• Medium' 206.8 sq.it' Attic - •>garage, R21,FG,6xl6,G1 - `Medium. 184.3 sq.it Unconditioned,attached garage ". _ >uniiriished basement R15,FG.4xl6,G1 Medium 146.6 sq.ft:Uninsulated Unconditioned Basement gable walls R21,FG,6xl6,Gl Medium 273.7 sq.h.. Exposed Exterior Building Summary Property Organization 214 Eliot Rd - Home Energy Raters,LLC .. Centerville,MA 02632 .. 508-833-3100 Chris Mazzola spell Status R Elliot Road 214 Pre � Results arere projected Elliot Rd 214-yvPX07ev Builder - Bayside Builders - Wall Library List ... - Name - R-value R15.FG.4u16,131; 13.029' _ - * R21,FG,616,G1' _ 18.318. - - Glazing - Name Library Type Wall Assignment Basement Walt Overhang Depth Overhang Ft To Overhang Ft To Orientation Surface Area - "- Assignment Top oit m _ - •Front i:0.28,SHGC:026 >ambient--- - _p 0 _ 0, 0. South 602 sq.8. - Front awnings-U:0.28,SHGC:028, >ambient l .0 0; 0 South- 16.3 sq.h. - Front gable dh U:028,SHGC:028 gable walls ' 0 0 0 - South 21.7 sq.ft. - Front shade0 dhU:028,SHGC:028 >ambient i "8" 0 5.3 South 60.4 sq.p. - - { Left U:028,SHGC:028 >ambient 01 0 0 West - 51.3 sq.n. - < - Leff gable dh U:028,SHGC:02B _ gable walls 0 0 0 West 10.8 sq.8. -- - s Rear'U:028,SHGC:028 >ambient 01 .0' ,., 0 North s.168.2 sq.it. - r Rear awning"U:028,SHGC:028 >ambient 0� 0 0 North 12.3 sq.ft. _ Rear slider U:0.30,SHGC:0.30. >emblem 0 0. 0 North 78.9 sq,ft, " .. ." - r 0, ` 0 - East 64.9 sq.it. Rlght1U:028,SHGC:0.31�� - >amolent ". Glazing Library List - _ Name Shgc, U-factor - U:0.28,SHGC%0.28 0.28; 0280- - _ .. U:0.28:SHGC9.311 0.31:. ". 0.280 - - U:0.30,SHGC:0.30' 0.31 0.300 - 3 . Y Building Summary . :. Property Organization 214 Elliot Rd - Home Energy Raters,LLC - Centerville,MA02632 508-833.3100 - .. Chris Mazzola Inspection a Status R _ Elliot Road 214 Pre _ Results are projected Elliot Rd 214-yvPX07ev Builder _ - - Bayslde Builders - Skylight None Present Skylight Library List • - None Present - Opaque Door Name Library Type Wall Assignment Basement Wall Eminence Solar- Surface Color Surface Area Location - - - - .. - - - Assignment Absorptance ... ... z >Leit Therms ,Opaqut -:.: >amblent _ 0.9' �� 0.75' Medium .18.0 sq.ft. Exposed Exterior .. _ -... w2 side Iites >Rear hennaTru,Opaqui >amblent 0.9` 0.75. Medium 20.0 sq.ft. Exposed Exterior w2 side Tiles >basement Wood panel,l W >unfinlshed 0.9. 0.75 Medium 18.0 sq.ft. Exposed Exterior - - ' - - basement - >front ThermaTru,Opaquf >ambient - 0.9. 0.75 Medium 20.0 sq.ft. Exposed Exterior _ - r w2 side ales. >garage ThermaTru,Opaqu( >garage - 0.9 0.75 Medium - 19.0 sq.ft. Exposed Exterior Opaque Door Library List .. Name .. R-value ThermaTru,Opaque:' V 7.143 - - _ P - ThermaTru.Opaque w/2 side Was 5.435. - Wood panel,i 318) 1.33, Roof Insulation ' - Name Library Type Attic Exterior Area Clay or Concrete Roof Surface Color Surface Area Location - .. Tiles ANc flat R49,BFG,18",10x1fi,G1 2,111';� No Medium 1,689.0 sq.a.' Attic Sloped telling, R30,FG,t Ox16,G1,C'. 1,0811 No... Medium, 1,081 AD sq.a. Vaulted Roof - 4. Building Summary . .. Property Organization . _ 214 Elliot Rd - Home Energy Raters,LLC Centerville,MA 02632 508-833.3100 Chris Mazzola Inspection Status Elliot Road 214 Pre Results are projected Elliot Rd 214-yvPX07ev Builder -- Bayside Builders - Roof Insulation Library List Name Has Radiant Barrier R-value R30,FG,tOx16.G1,C' - No 27.315 - • R49,BFG,18",10x16,G1t No, 49.02 Whole House Infiltration Infiltration Measurement Type Shelter Class 2.7 ACH at 56 Pa— �-.... ~-4— Blower-door tested .- - 4 Mechanical Ventilation Ventilation Type Ventilation Rate[Cubic Feet Operational hours per day Fan Watts - Runs once every three Energy Recovery Percent - - /Minute) hours •. ERV, 401 24 23, _ Yes r — .. 66 - ... Exhaust Only, 16. 24 8.7. _ - _ Yes 0 _ Lighting %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting _ 0— �.Y 100. 0 100' 100 Onsite Generation . .._ None Present - Onsite Generation Library List None Present - - 5 Building Summary Property Organization 214 Elliot Rd - Home Energy Raters,LLC Centerville,MA 02632 508-833.3100 Chris Mazzola speNl Statue +� Elliot Road 214 Pre Results are projected Elliot Rd 214-yvPX07ev - Builder Bayside Builders Solar Generation None Present Solar Generation Library List - None Present - Conditioning Equipment - : Name Library Type -Heating Percent Load Cooling Percent Load- Hot Water Percent Load' AC(1). ACE.,$Kl3SEEk - 0% 80%` AC(2) ACC,24k,13SEER' - O%i 50%I, 0% - - - -ar _ - DHW INSTANTANEOUS,EF82.0,NG 0%t 0%J - 100°! - - - Furnace(1). FURNACEAFUE95.0,NG '501/6, - _0% - .0% �. Furnace(2), FURNACEAFUE95.0,NG'. 50% 0%i> 0% - , Equipment Type:ACC,24k,13SEER - Distribution Type Forced Air Motor Type' `PSC(Single Speed) ` ' Cooling Efficiency »13 SEER 1 , Cooling Capacity[kBtu/h)` 24 Equipment Type: FURNACE,AFUE95.0,NG n Fuel Type '"Natural Gas'-` . _ Distribution.Type Forced Air •Motor Type -- fSC(SingleSpeed)�"��-y"�`�y�• _- F •Heating Efficiency �•"'�"95 AFUE .» • 'Heating Capacity[kBtunlj�_" �'60" �,- _ • Use default EAE a Yes JEAE(kWli] 767.E 6 Building Summary Property Organization - 214 Elliot Rd Home Energy Raters.LLC - CenteMlle,MA02632 508-833-3100 Chris Mazzola Inspection Status _ Elliot Road 214 Pre Results are projected Elliot Rd 214-yvPX07ev f Builder Bayside Builders Equipment Type: INSTANTANEOUS,EF82.0,NG Fuel Type .. _ ._ .-_Natural Gas.. Distribution Type '-Hydronic Delivery `Hot Water Efficiency' 0.82 Energy Factor Tankless?. _- _Yes - a- Distribution System - �. •Distribution Type`" - - `` Forced Air Healing Equipment's Furnace(1) . Cooling Equipment ""'AC(1)- 'Sq.FeetServed 1990 ' #Retum Grilles"_ Supply Duct R Value _6 _. `Return Duct R Value'""'" 6"' ' Supply Duct Area[sq.ft.] 537.3 "Return Duct Area[sq:fL] _ _.-199. Duct Leakage to Outdoors(CFM25) '76 Total Leakage[CFM @ 25Pa]i76 Total Leakage Duct Test Conditions` Post-Construction -� 'Use Default Flow Rate. w 'Yes Co-cation-_ _Y._�t...,.._ `Duct Basement(insulated basement ceiling)� J Percent Supply Area - 100 'Percent Return Area 100 Duct - - - -- --. --� 'Duct Locahod' " Condiboned Space Percent Supply Area --- ,,T..�_0 r, °PercenfRetumArea — b"_ Duct 3 -- - - 'Duct Location `Conditioned Space _ -_ Percent Supply Area -- - "Percent Return'Area` l`T" 0 Duct 4 _ • `Ducft.ocation-_ Conditioned Space 1 _ _. � - r Percent Supply Area 0 - __. - TPercent Return Area _0 'Ducts -w Duct Location Condititned-Space Percent Supply Area 0 `Percent Retum'Area _,__0 Duct 6 DuctL'ocati6ii—""'�""- Conditioned Space - Percent Supply-Area 0 Percent Retum'Area" '-`0 't r Building Summary Property Organization 214 Elloi Rd Home Energy Raters,LLC Centerville,MA02632 s08.833-3100 _ Chris Mazzola Inspection status - Elliot Road 214 Pre Results are projected _ Elliot Rd 214-yvPX07ev Builder Bayside Builders - - - Distribution System - 'Distribution Type' - _ _ Forced Air Heating'Equipment Furnace(2) "Cooling Equipment' AC(2).. _- _ _•» Sq.Feet Served_ ". -V 930 - N Return Grilles """"`_ 3.. Supply Duct R Valued 6'Return Duct R Value "" 8 Supply Duct Area[si ft.]^ 251.1 '-Retunl Duct Area[sq ft.]"" 139.5 - Duct Leakage to Outdoors(CFM25)_ 36 t 'Total Leakage(CFM ' ',nbsp,25Pa]° 36 - _ Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate—` Yes 'Duct Location"" Attic(well vented) Percent Supply Area 50 Percent Retum Area .'.._r — 50 - ---— - • 'T Duct 2 - 'Duct Location— -Attic vented under insulation)" , — _ _ Percent Supply Area^ 50 - 'Percent Return Area 50 Duct 3 'a _ _ , Duct Location -" Conditioned Space Percent Area ._ . . 0 w _,._ Percent Return Area - .,� q, Duct.4.-- _. - ._ 'Duct Location --— Conditioned Space Percent Supply Area 40- Percent Retum Area 0 'Duct 5 - — - Di]ct Location'"'_— - _v_" Conditioned Space"' - F' Percent Supply Area __ 0 Percent Return Area' _ 0 - Duct 6 'Duct Location "Conditioned Space Percent Supply Area 0 tx 'Percent Return-Area— Q Ceiling Fan , Has Ceiling Fan No v _ ... .' Cfm Per Watt 70.42254 Water Distribution ' 'Water Fixture Type— Standard Use Default Hot Water Pipe Length _Yes - At LeastR3 Pipe Insulation?'_ ..—Yes-- Yes""""'"•� , - Hot Water Recirculation System? No 'Recirculation System Pipe Loop LengW[ft] 170"— -` A a - -- ._. - Orain Water Heat Recovery? No - 8 Building Summary Property Organization 214 Elliot Rd - Home Energy Raters,LLC Centerville,MA 02632 508-833.3100 _ Chris Mazzola Inspection Status Elliot Road 214 Pre Results are projected Elliot Rd 214-yvPX07ev Builder - Bayside Builders Clothes Dryer 'Fuel Type Electric Cef_ _ 2.617 , Field Utilization— Timer Controls - Clothes Washer �.^_--.-- 'label Energy Rating '704 kWhNear _ } Electric Rate--- -$0.06/kWh — _ .�_. • Annual Gas Cost $23.00 7' - �GasRate $0.56/Therm - _ _ `Capacity 2.874[met 0M053 �•�, Appliances and Controls 'Programmablethermosta{?"M Yes Dishwasher Size 'r Standard Dishwasher Efficiency` 0.46 EF Range/Oven Fuel- Electric - -Convection Oven?-w .No' Induction Range? '" No Refrigerator Consumption_ 709 kWhNear - __J Notes Errors and Warnings have been Rater Reviewed: 9 t ---.._ - -- _-- - - -- - - -- -- - E - , I [r a NE �� tr ag A}eo(min.)87,120 SF(RPOD) ' ya Fr toqe( ih)20 '�'-%d Width (m ) 100 .. { .. Setbacks: a Front.-.20' Side 10" .�.:., / $ OVERLAY DISTRICT,q `U - o .'_ • ' Aquifer-Prtebtion'DistncL AP } FLOOD ZONE: ` _ - e r- t .' ZoBased on Ma E _ - !e1 asoolcos6aJ uD L I tl011 Map - - - - July,1'6, 2014 ASSESSORS REF,: Map 227,.Parcel 22-1 I 1 . - : _�ry:. \�.�. '• - .S53 ] a Anastasia Rtnyos.. 1 y{ Em A' Tl 40 Wide Access Easement - - c .r :1itr 87 DESIGN DATA - #: Min&F,huly o: 49edmmn®1fo GPD - ��o /.. m N I[Uil e.Adder ,PROPOSE ,I 1;* Z:o Toml Swws+Ini30GPI1 1 i _ - D I s veealsoocal septidrmlr - .. - - - .,. C.t ,: - - � --• >. G� �. .,_ ....__. ry. _ ,-:' ,•, `� '\ -:> > 'el at -_LEACHING AREA . _C� _ 440.BPD/D.]4 LTAR.595SPR,iml P� o rde : : '"; ' t .l - •,� -� Sidewe11m2112B3+133')1'-Ia35F" - �'_,, ''''E.�_ .'-- u+v/cm % / %.- a ...�% ./ ".+. 3_.__:-- - Hottam Ara-(12.63'x33ST=429,SF z�'� T.WPrmidodw614SF(454OPD) A o -,z I -S d ... .. '�, ..::. '.,".. ..- , 1. AU PAa ro heaalaHAMBER DESIGN, 2 W nd Dell eat o 8y /- / - - k '` D as shown - \ •-nl /. u ! _-\. 1'e 3-500 GnL LcxhmB Chemben iva / The BSC uP / \` i� 12.93'..335 D.N.W.,hcd - ]' A Plan by. C Dated ` e o 3 a d - - October 2 02. L f-\� sl?o<Fiel usgawn. (PB583/7.. �- ' PROPOSED - + - 1.03' / �.. .. _ ' Y t+ ' o. • 13:- .. 2 1 •%� �ffl -- 50±' O LOt7A CamPv tetl fll .. :,. :.- 8.215t5F R'etland - v� '• i - -' ��- _ i';': ,. - FabrlcS.r - - • iy,'V. // 55.Bi2t5F Total �. ,, �,..I .:. � `:. ,, = and/Or. By Recbrd.Plan(5B3/]I) .: LEACHING x 3/ le WP n tl I I r • a 1.EL 30.97.. .. - � I !oo a' ER I �, r�• t CHAMB 103.59' _ - _. N67'0 _ .• , .,- a/F a 9 67.7 _ .` .. .ti.m� '.: w ,' ... . 'i Pl•. 1 - � t I'!.' ,ter .- I Margaret A R'alsh. .- o o n - -' I �<]2' 10• `- 241.20' N85 55 C a-AnfP.er(q Kotiyfinsk - _ F0.o- ?� 1 ! . _- CRC 11 } a sfe n a E,a Bran sa,an E a Ana a+. % s E NOT TOOF H I s n. P M •32"w CROSS S AMB ,P a Glone a tp J I PERC TESTi 10,313 PERC TEST:15,809 . - - ;•� PERFORMED BY:CRAIG FIELD BBC GROUP.RIG. - • ,-PERFORMED BY:JOIN OTJEA,PE'-SULLIVAN ENGR9EEI31NG - t .. .. i " Sae Note 6 SOILEVALUATORNO. -. aCONSULTNO;NC. : 3VITNESSEDBY:DAVID STANTON B.S.-TOWN OF BARNSTABLE - ^ SOILEVALUATORNO.NI� .. _ _ FG EL 3100' f r n d t:hGan e:51Pn Ea EL JI.00 - • - JANUARY 9,2002-. - - -WIFNFSSED BY:DONNALD DESMAANS.RS.-TOWN OF BARNSfABLR as Pe sc?P,. . SEPTIC NOTES / $ - - - GMSIER311zola ri - t rl - - : -1 LvcmimafUBlmo a.oo This Plot Are AlAmx.At lam n Hot- + .,, EL.290 - - fFAs R 9vlreds: Pnar io Any Ezuwbmi For Thu Plolaa lbe ChnhMai shell Mnka TEST HOI.E•1 EL.NS ,� TESTHOLE-2" EL 282 s. Insloller To - -. - - tleRe:Pdnd Notifiatim m Dig S.R(I-Sae-J46.T2)3)had-t TEST HOLE 3 EL.ID.e - TEST HOLE 4 E4zas. . .-ALAYER IDYRdrz- ,-•:;� .:::._ .ALAYERIBYR,Ia-� 0 3R '...::. ',°':'•:.:.0/A LAYERi0YR 3rz:;".: Can fvi,Pro, El :.Soo Go,- _ SoWvm Et,&-iog N Cvooltm861e(30S42&3344). .: 3._Y. .... .... .. .-.. ..- "+: OfA,CAYER_I YR h, .-.:.-., To Any Work S00 0. t,:L„2�]5 - no'EI aA-na 2.The Canhenoru mSemre 'du Petmiu.Fmm Tawn.• ;DARK GRAYISH BROIVN DARRGRAttSH BROWN "'.VERY DARK ORAYISIi BROWN: /ERY.DARRORAY19N BROWN:... - 2Z. Reghoed Appm9n ... .. - - A Fm Cans tim RfooI by Thin Plmx �- '6 ... - LOAMY.SAND.'. 7. LOAMY SAND :-:- 3 -�.^;'. r.. :.:':LOAM. - 30.4 5 ..:'.�I.OAM. '1 - (See Nate 5) DBar x, LAYE0..IOYR 6 _ ::,.D IAYER.IOYR ).Wheuveraewa Clllu Man Cmss Watm SupPH Lain Bvth Lmu 51id1. :,,r,....YCLLOWIBH BROWN YELLOWIS{BROWN :r':.' �' ,"� qr'N , x.' '�. Be Cmunuc¢d ofCleas l50 Plusue Pipe and ahaB b¢Wver TctW rd. : --.. ... .... ,:.,,:. .. YELLOWISHBROWN.�..::,.,!. ,.;YEL[AWISN HRO - .. ....LAMY SAND.. a•... .:.LOAMYSAND - - .9 ..:: I.... AND 1� f A e \ To Be Installed On :`+� Cn amber `. A-.Wm Shemc mGverel,Woler Gnu sM1eli bo Constrvmedm :. 1 ••... O :.,.2.] -e CLAYE .....:.. 2S fi...,.., LOAtdY SAND ..:2.6 ,,.. OAMYS 16;0 ',: - Sy,,�+h?t"ta, '.«F*:'Tix �7o31Zom "boee X. 0 C LAYER 33Y Nd R25Y 614 ..� +a , �� CaoAiimlim Willi COMM Wamr,edd SheLLbe io Aamrdana _ - : CIWYERI VRS/6. �.� I CI LAYER IOVR 3/6 _. .'. _ _ _ _ - LIGHT YET3.OWISH HRO- LIGHT YELLOWISH BROWN YELLOWISH BROWN - -�� YELLOWIH BROWN dd g']-s." _ Wi11211 CMR LI10,7-1310CMR 13.00.E -, :.',_. � - e floe Pwt. if E nle d P &F pl . 1 MED.SAND'- MED,SAND - : �r , '' :. .. :. aB jl BoI/els'. A Unsuil b 5 Is,;lYrltiln 5 t O.AM'oumum of 9^ofCwauRcquird fm ALLComymems: - E2 9"..: , ,MF.U.SANG .'21] 4 1: MED.SAND NJ .NOGROUNDWATLR ENCOUNTFJIED' PER TES 2l2 C2IAYER IOYR 6'6"- - C3 LA R OYR 6'6- ... vs Per Titles Th 0 ter:P 1 t']lie S f :3.NISboctuiu Bunodl M,FeR M-SWJetl - . - - mVehicVluTmffimbeH-20 Laedmg[tutla<Engineers - - 23 GALLGN6 GONENBMN. BROtVNiBH YELLOW . BROWNISH YELLOW' • - 5' - - RemmmmdmimthetN20Alwoyebe0se4 k - Y 0. I44' PERCRATE<2MIN/N(LTAR-0.74) 62 MED.'SAND-SOME GRAVEL: : MED.SAND.SOME GRAVEL t] 6.Instill Womttion RAm end Coven W Within fi"afFinished Grade - - aGRO NDWA ER ENCOUM1TEREO - ET (. : - e •�. , , - - : .% n. ^fl Grountlw„ler r., Y Ua Septio ToNcfdn mdOWg D.Bos.and One Caching Chvmbv.... - 25 GALLONS GONE MIN. .'': ` :� Per Tesr Hole,! .. - . ,. - 12 PERC RATE c 2 MINTA(LTAR-0.]d)19B I-3" +.. :.. ..1] - ,. - _ - At eavm=Wm otaximam it formname a24"CWIt , DEVELOPED-.,PROFILE'bF SYSTEM T.SopticSysm - b 1 mlledm AemNeoec Wit!,MCf+mt5.00@ _ - SITE PASSED OwnTEit ENCO NTERED R ) - ^'. I, �T1R'1 W]O0 U-RcWon end l T-178'ematobb t l i. • _- ( ,,. t.' NOT TO SCALE L + - Bama arHal n R w aa. SITE PASSED„ I S.AIIPNin9 W be Seh 40 PVC.. 9-..Stoll M um faidc Dimcuiouof 12'ana Mmimmn - - SuoW orb" - d t I - 4 i IBThe.ShWI1,NoL-0.ft iq.id D'c&W.,lTi.S - OuUrie Shill be N Lau lam dR C 9 d Dep1M1.INet Ti.Bhe11 P mvd .- eMmlmam no^Bel9a the Fl L awie rm swlEaena le" - - - - NOTES: - ,PREPARED FOR: PREPARED BY: - - TITLE: Site Plarl. Below Neflow Lme,and Shall be Egv'rypM Wi@oGm Baffle , - _ " v " J l I ' 1.) The property! fomot shown was: c�7 Gng(neering&. Ca P,.Sury Proposed mprovementS Dt compiled from:available-record Jnfdrmat;en, ` Elloitt Road Realty Trust :': sullivil Cousulting,Inc' At - - " - 5GH)928-.J399• ®s II wneh9in cem 23 tvesl E Y Rd Su le G- P ed 2.) Thetopographic information vos obtained' l .+. ( GO Box.659•]_POrker Rood, f- - 0s1-ill.MA 02655 - - - from an on.the ground survey performed,on. - [tj - G Y rm11 Ma:G2655 l308):920-J99a/ F 99coam - - ,� or between.23/OCT/18.and 05/NOV/18. - GGG xhJ, rr�s abl s ngm cam w 214 Elliot Road : - J.) The datum used Is NA;VD '58, a fixed mean - I 720 „, : 0 l0 20 AD BD Draft:JOD - Fiefd: WHK/ASK - �7 ` w-level datum.(approximate)based on:Barnstable •.. - w Draft Cam Rev..WHK ASIC RRL DATE CALF eF - ... _. .L: t".Rovle .CR' .../. P/. I. L vdle) ,as y G!S elevation data. November21,2018 S I Project:98101.: : Drawing//C90491,exi y; .I `� IIIF BOOWAS- 4 PAGE� c' �o i (. / y PINE STREET . NOTES: IOU WL10A4 / 41 / I. WETLAND DELINEATION CONDUCTED BY NORMAN W.HAYES,PWS OF THE BSC GROUP,INC, ON 1/12,15.17/2001 IN 1`,';;,';.,; + <+/ O &02/27/02.AND APPROVED BY THE BARNSTABLE CONSERVATION COMMISSION.(SEE ANORAD DATED FEBRUARY 7.2002 AND REVISED MARCH 19,2DO2.) ~/^p O O 2. THE PURPOSE OF 1HI$PLAN IS TO REVISE THE INTERIOR / LCUS LOT LINES TO REFLECT THE MINIMUM REQUIREMENT OF / o 43,560 S.F. OF CONTIGUOUS UPLAND DAVID J., N ���V••• BLUESTONE& yP��� WILMA B.ROSENBERG 3. THIS PLAN DOES NOT REDUCE THE MINIMUM REQUIRED FRONTAGE - / WF-200 WF- W1• 203 WF-204 MAP 248 FOR REGISTRY USE ONLY OF THE LOTS PREVIOUSLY APPROVED BY THE BARNSTABLE N/F �� Ts I WF-205 PARCEL 57-5 PLANNING BOARD DEPICTED ON THE RECORD PLAN FILED CHARLES W.k / WF-C ��� `�'r -� ��-6t ` y&_2p6 WF_207 LOCUS MAP: I CERTIFY TO THE BEST OF MY IN THE BARNSTABLE REGISTRY OF DEEDS IN PLAN BOOK ELAINE F. BUCKLER IRS /. ��i 1YF-202 499,PAGE 81 AND DATED DECEMBER 2, 1993. MAP 228 - _-- WF-20B NOT TO SCALE PROFESSIONAL KNOYA-EDGE. INFORMATION PARCEL 197 / / '1 �' Otc BELIEF RULES THAT ANDTHIS REGULATIONSCONFORMS 0 4- LOT 7B IS ANON-BUILDABLE LOT. - - -� / // 5. S @7@• � �"� 8 THE REGISTRY OF DEEDS. N j/ LOT 7A IS TO BE COMBINED VAIN LOT 69 TO FORM A BUILDABLE LOT LOT 5A IS TO BE COMBINED WITH LOT 48 TO FORM A BUILDABLE LOT I /: �/ -8 ?43p• JIL nw` LOT 4A 1S TO BE COMBINED WITH LOT 6C TO FORM A BUILDABLE LOT bb 5. THE LOCATION OF T A HE ZONING LINE -ZONE RB&ZONE RC- SHOWN �. J ��{. v� 2 Y \WF-209 HEREON IS BASED ON A PLAN PREVIOUSLY APPROVED BY THE �% BARNSTABLE PLANNING BOARD DEPICTED ON THE RECORD PLAN FILED RF-1°° RF-101 1N THE BARNSTABLE REGISTRY OF DEEDS IN PLAN BOOK \ / \\ C.-�•�C�-ry...�.-� �oL 499.PAGE 81 AND DATED DECEMBER 2; 1993. - - :_ 1 ` •-�• _ •,RF-14,...• .�-102 103 -209A RF; •,,.RF,-10.• 1 _ F 10 WF-210 EVIN M UDIh1 CAMPBELL PROFESSIONAL LAND SURVEYOR DATE f..... .. --' •F-13 �-.� _211 K MAP 248 - CULVERT :/� RFEMSTING 23 RF-4 RF-5 R-F, RF-12� UMI'IS OF �'�. / YYY ••• /SHAPE AREA RF-1°Sv. •K� WF-212 PARCEL 57-9 WF-21 F-1 �"., WF-213 RF 6 t ( _� •� WF-120 1YF \3 WF-124 F-1,I�f0e RbTT19..� WF-214 �e y WF-17 1& :-60.00''- 'Y ''�C►� IOF-214A PLAN OF N/F �i / \ CI` -'.588'35'43'W 0>�d•�A \WF-125 S LAN D ARI V.ILOMAKI & 2~ /� lel-iJ 26- y;RF-110 @�f TAWNDRA R. YOUNG �w/'¢� WF-119 o- _ /y ` WF-127 It ?,TQO \ - MAP 227 ,(v /•`0 ) - > WF-118 .+ z \ RF-111 O \ CBDH �( PARCEL 27 �,�' /.� "yWF 15 - WF-117 �� o �; o \ RF-112 - WF-215 208, 210, 212, 214 WF-116i �y,. _.. -: r;{ Tf'�WF-128 �•. -113 1f WF-115 ,d �y�.�� .`ZE. L07 48 o a' \ � ..�, RF-L74 \\ L ,!' '<WF-129 44 .RF-115 \ WF-216 ELLIOTT ROAD WF-114 N/F I. o... c yp \Wes'-130 � .RF"1 6 IN WF-113 ALIEN J. V307£ g... - +� �\ - \ /OJOj-/Od. \�\ 17 YIF-112 % 120DEED 911Q3%OAO .566'3543'W 'p'S . wF-13i % _ l<WrF-zn BARNSTABLE J �Y J �C _N/F IRON PIPE CART S. RIEDELL 60.00' O _1 h `\, \ MASSACHUSETTS / ��6 SSJ�\` WF-13 KF_11�f>' MAP 243 i ^ y2f0 EW J. WHITE077 ROAD FOUND YIF-132 _732 co ~•"� \ O� / ay ♦ p2,�/WF-12 i• PARCEL 5- 3, N .DEED IM53/12 Avf W - -_3,�� �rtr:-11s\WF-21e (BARNSTABLE COUNTY) CONCRETE / � \ f i LOT 5' J17>' �� CON�1 BOUND FOUND oo o \WSJ• \♦ WIF-,�� COMBINED LOT 5&LOT 48 m MAP 248 BOUND FOUND / "py `\°2• / �J?2�\ /' TOTAL AREA 2.17t ACRES. PARCEL SA-4 > -1 CTOBER 2 2 .._.._-.-.._.._..-�.�..�.. •• v O TOTAL AREA 94,193f S.F. L 4 of 1j�4 ♦b N88'07'30'E 299.49' __ _ ___ \\� �W-11 �♦ / WETLAND AREA 4:,814t S.F. z COMBINED AREA 4A&LOT 6C �y1'1%R� - /�i`0 WF-108 3 TOTAL AREA 1.783 ACRES WF-136 2� �112 ROAD D A2 d 7D � UPLAND AREA 42.679f S.F. ELLIOTT _N8807'3D E 102.45'r / "'L, %/ ^ �_®✓WF 10 SHAPE AREA 43.i65i SF- TOTAL AREA 77,862.3 S.F. 3 ��� SHAPE AREA 43. 2i.87 Y,£iLAND AREA 33,543f SF. Sgg'0T30'W 197.04' — _ — -- V•y\p./ % WF-6 -7 WF-9 WF-107 UPLAND AREA 44.112t S.F. N _ 10'�� SHAPE AREA 43,750t S.F. a CONCRETE /LOT 76Jr$/ / WF-5 WF-8 WF_106�f SHAPE FACTOR 19.05 N CONCRETE - .. BOUND FOUND I�. // Y7F-4 i �\ ` 26 ��` ` �� )(' I O m REVISIONS: BOUND FOUND A,- J@yJ, J o / o ,� iY,. WF-105 9 S c l`./ @�02'J / per" IF Aar -WF-104 ��IO' 0: O @5+` 3�` /�- 3 N0. DATE DESC. Wp' 11I7/02 REVISE LOT NUMBERS N' .W / /' a I f4 2f �� •w FORME V CIIRIS7TAN CAMP MEETING ASSOC. -?>2g0' / �2 -10� - ��� /�, fq 2S62i�1 o R-L�'NE - �*? - PLANNING BOARD APPROVAL _PARCELP22z1 / WF-102� ��:\s3?` qr ��� o ry / --. io_c ~- �� -" m - NOT REQUIRED UNDER THE — WF � <<C? • q•rop �• M>879'25'yj 21$ss' 1s-0S•.'- N� SUBDIVISION CONTROL LAW — WF-,00 < — IF N IF / 7O3S9 1 1il #214HLU E IT ROAD NIF R. ALGER l.l ..DEED 13383/11 =wj R0 PAUL M. ,PARACECI7 •• .& / oo'h MARGARET A WALSH A'6>@?19' '• Lp / '�. O V LEGEND : ~^'. MAP 227 b??2'. COMBINED LOT 7A&LOT 6B y / W PARCEL 2J T ARCE TOTAL AREA 1.28t ACRES � (�C Q� , PREPARED FOR: o AREA 55 868t S.F. 2 WF= BORDERING VEGETATED WETLAND TOTAL AR , J N/F RF= PERENNIAL STREAM - � / - � A' WETLAND AREA 8,215t S.F. p BOSWORTH ASSOCIATES / 6S UPLAND AREA 47,657f S.F. oJ-0�.. CARL S.RIEDEII AREA OF LAND TRANSFER (M�•� .T2. SHAPE AREA 43.596t S.F. / ~-- 0212 ELUOTT ROAD P.O. BOX 685 O W/ N/F W O 13383/10 SHAPE FACTOR 21.67 v ,� MAP 247 1645 FAUAOUTH ROAD, UNIT C LOT 7B FRANCIS W. BURKE ?qJ2 QF ' - q1 yQ C� Q .,,r g CENTERVILLE, MA NOT A BUILDABLE LOT MAP 227 04/ a PARCEL 256 G Y TOTAL AREA 0.183 ACRES PARCEL 61-2 p LOT 8A ZO 02632 r TOTAL AREA 1.39k ACRES ei TOTAL AREA 7,877t S.F. DATE: I//Y/o-u. - o WETLAND AREA e00t S.F. 2N TOTAL AREA 60,.058 S.F. T� -O q N/F WETLAND AREA 9.322: S.F. T P NOTE: NO DETERMINATION AS TO COMPLIANCE WITH UPLAND AREA 7,077f S.F. NATAUE K. OXKIENNETH RIEN TR. UPLAND AREA 5,353:F S.F. o m � GROUP PARCEL �B S' AREA 16.68 F � BEE ZONING EN MADE ORDINANCE BY'EMENTSBO HAS .9 j - N/F '� QA 3 ENDORSEMENTR INTENDED BY'ME ABOVE 24ERS Hsss3 o W. Main Street,Unit ac6 S 2W m W.Yarinouth Massachusetts % PARCEL 84 N/F J5�-@> ��4� N 02673 % iC NNETH S.& - a 508 778 8919 %. LOCUS INFORMATION KAVEN M,MOLLOY N/F CAROL DOANE STT2ADA o % ARCEL485. N/F �'.a C'a MAP 247 © xooz Tn.esc e`a`w.me. % GEORGE P. & Ns>3j PARCEL 98 SCALE: i' -40' ANN MCLAUGHUN J@,W PLAN REFERENCE: PLAN BOOK 499,PACE 81.DATED 12/13/93 _ MAP 247 0 5 10 2O �+ PARCEL 86 N/F J�89@• IRON PIPE 0 20 a 80 nr / ZONING DISTRICT: RB MICHAEL J.& FOUND / SETBACKS: FRONT 20' DOROTHY J. CiCHONSKi PROD. MGR.:. C. FIELD o j SIDE 10' MAP 247 N/F FIELD: D. GAZZOLO/ D.BROWN % REAR 10' PARCEL 87 LOUIS J. & / MINIMUM LOT SIZ 43,560 S.F. NICCLETTA METAXAS N/F CALC./DESIGN: K.HEALY E / MAP 247 JOHN P. & DRAVIN: K. HEALY MINIMUM FRONTAGE 20' % PARCEL 88 PATRICIA J.FELTCH IRS % WP MAP 247 OVERLAY DISTRICT: AP, CHECK: C. FIELD PARCEL 89 FILE: 4824301/8243ANR3.DWG Q / FEMA FLOOD ZONE'8'&'C'AS SHOWN ON COMMUNITY PANEL DWG. NO: 5346-09 / ZONE DISTRICT: 250001 0008 D DATED JULY 2.1992 JOB. NO: 4-8243.01 1 OF 1 , 2. v .. . , .. .: NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 'J &DIMENSIONS IN THE FIELD - Z ' 2.) CONTRACTOR TO VERIFY ALL INTERIOR& 2r EXTERIOR MATERIALS, U s _ D _ ;DETAILS,&FINISHES'IN THE.FIELD WITH OWNER - U) m A6 s-i• z-ti z.tr s•:r 3.).ROUGH OPENING HEAD HEIGHT OF WINDOWS AT LLJ Q .. - • FIRST FLOOR TO BE 6-11"-ABOVE SUBFLOOR .. C)O 0 CN 0.D - - - 4.) ALL CONSTRUCTION TO CONFORM TO 780CMR MASSACHUSETTS } �aT 2Q 1 STATE BUILDING CODE;9TH.EDITION AMENDEM_ENT 8 1RC2015 Q UJ V� - E0 p40 MPH EXPOSURE B WIND ZONE. m~'-1--c') _ - - - 6:) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTIQALLY, - W J DECK - OR HORIZONTALLY W/BLOCKING AT EDGES;'3"EDGE/12"FIELD NAILING 5 LU 0-0 O ALL LVL.LUMBER/BEAMS TO BE 1.9e U360 LOAD 'f-�'=w• me Xx 4'-3'. 4--IV T-T 6.9 Ix 3•-1" :4.4BVY 1zd aa• 8.) -SEE CERTIFIED PLOT PLAN DEVELOPED BY SULLIVAN ENGINEERING FOR ALL '0 co Q=Q .PROPOSED&EXISTING DETAILS - 0.4 2 dLL 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL - - .ABOVE SIMPSON COMPONENTS - - - 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS A6 TO BE 3000 PSI AT 28 DAYS M • MASTER b 11)VERIFY ALLPLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE. I,. _ BEDROOM �' DURING FRAMING CONSTRUCTION.'. - ` - I_J ANDERSENFWGDb11IMO H (WOOD) A' 12:)TIMBER FRAMING TO BE SPRUCE/PINE/FIR.NO.2 GRADE;900 PSI.MIN. - FRENCHWOOD DOUBLE , B A q SLIDING.DOOR ITVAULTEDCEILING 13:)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE , < '+' _• - : iA 1IY.9B"R000HOPENING r' ' r. '- • 'VIA UNDERGROUNDCONNECTION$TO COMPLY W/ALL LOCAL CODES a - - 3O'.` I- __ - - `+ 14. FOLLOW ALL:REOUIREMENTSOF THE IECC2016 RESIDENTIALENERGY N. -PANTR - 2 B'x68' ) .es',BATH I17 _ I I I 1 J ® ® •-EFFICIENCY REQUIREMENTS&VERIFY ALLDETAILS WITH THE INSULATION ^ I I a�1 PKT.DOOR - 1L�I1 IINSTALLER>CONTRAOTOR!FOR THE STRETCH ENERGY CODE 4•-B". z4s: I�,; - s•a•a•s^. --- r4r _ - -- F PKr..000R: 1 ITCHE •^. s-1- 3•-1 B-r 9 15.jALL WINDOW AND DOOR-.HEADERS 4'0"OR-LESS TO BE3-2.x 8 W/2K,2J' - < F.,. P R: (vmoOl :(V RIFY KIT EN. I: r.9• i i ,m CCOPNG - (TI " EDROOM#2 uourwi ER) I f MIN i 19 . -1„• - ?.. 1 v.. ,. TO'.6'T' ha s, ` l- _ I I. 4' , I. I CABINETS , F�•„�F OUTSIDE .: LOS... '... �!�.'.. HALL (W'OID) I SHOWER : (W000) .' ,,y .}" I - I II. I I .. I: I I '.A r Mi.." "n•+f=..:. •... I Y 3'x44" CLOS. - ._ u_. LED"` .. -2.9-.6•B" s ;,A. f- LIVING ., . - .. " :4.• "� , 4'b„ ";.+9•-B•4 5':P .z:. ' 3.d.... -: • i Dw C2015 4 FLAT IEG RESIDENT Y IALENERGEFFICIENCYDETAILS W - [ IN( CEILING, : F.P - -- - CLIMATE ZONE I(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 5 G , _4-d' ` '• A .� , '. "` ':'.,c z8,.6w '(WOOD). , 3'-1a' RANGE- SIN - TABLE 402.1.2 MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS - - _ y. TB'..6'B"' I II;. .ry 74"z BB ]'4'x6.6„ , .{' TEMPERED .. DN. I HIS PKT:COOR PKT:DOORH ERS NLUE RvAW"" va gvKVE AUNDRY P .DOOR+ I 1,:. 1ss6B•: ABovE 4 ._ '.b, - m ,.•. .. - I ..._ - '(WOOD (WOOD): .. - w _ MACHINES UHDER COUNTER .. I' r Y ...NOTES'E. ., 4' _ _ n D SINK r--_ - 1.R-VALUES ARE MINIMUMS 8 U-FACTORS ARE MAXIMUMS. .4. "• ':;',OLDS. --Y-- - SOFFIT -I II I 'I I - BVILT-IN '---'- ----- Z15119MEANS R=ISCONIINUOUSINSUTATEDSHEATHINGONTHE INTERIOROR EXTERIOR- - b : ABOVE: .I _ I SLOPED II -I. iI SLOPED I 4 :CABINETS I _ ;OFTHE HOMEORR=I9.INSULATIONCAVITYATTHEINTERIOROFTHE BASEMENTWAU- • - m- 1-' REF CEILING CEILING'• I 'a I' (2)�16 `. 3..REFER TO IECC 2015 CHAPTER4FORALL INSUlAT10N8ENERGY REpVIREMENTS - • I ® (WOO) - • I, -- I I f I .I I," f SLOPEp I 'LINEN - X SB• ONEN _ 4.13.5MEANS RS CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR .. - COVERED ..- : DOP4tRS I I § I.f I CEILING -- -� ❑' 8R13 CAVITY INSULATION ., PORCH + .UP - _ _ BENCH... _ I I, _ AS I. ' H I I 4'-4" - -. -- .. S � HALL - SMOKE bETECT.ORS REVIEWED UJ ® y i =--h -- h �'---h MASTER n c 1'I I I o-l I I.I I I I L-pORMER� BATH b TEMPERED 9.// U I,z p ita7ffln _ I I •�I _ .?I I j I ABOVE (TILE) IJ/� �. z W - " s ti TP.1P SQUARE 2-0'. B .C C C C u� •L-4C-__�_1J_ 'TIBLEO y . FIBERGLAS t B . R A UIL N EPT, DATE O. W 'V As I COVERED 1 ;a 6B § I ' 6 Q ffi m I PORCH ��iY4yb� ✓ U� Q N t S - 2 3)T 12' - 3'.1' i 6'-T' } :3'-1' 3'-312• -.�5'-Y g-T I T a _ ® FIRE EPARTMENT_. uj L11 O A ....O L : .TEMPERED C C TEMPERED - �D TE 1. � ,. � � _. �.., v ------- ---------- ----- --., CENTS ED TH SIGNATURES"ARE REQUIRED FOR PEO#ITTING ABOW ON - CAB .12"SOUAREFIBERGLAS - • COLUMN WI BASE.SEE LE lizz HB&G DETAIL SHEET D � • ., ., i t i,••,•-'. Wi2 z45STEEL BEAM ABOVE. •. ' N ----- - - � � LLI ,J N i .A. l'a A •k• 'I { - .,- t - ,., _ - _ �e•,o'��.:oV �y _ r �. .�� I� - I - • ns GARAGE . s y # �O 4o A :-a ,I WNW 201� LI,- O k (; (' r ® � p IJ L • -��/1� ,- � .. • � ' a t 14Y Barnstable Bldg.Dept. w�w� - N / w��.� � s=woo I FIRST FLOOR PLAN' 1 : t Approved by: I' 4! A f I � E9$uzs$�pp • { I i ''II,' Permit Y LEGEND Y. EXISTING WALLS F m f I .,•N ;xn ' `' CONSTRUCTION TO BE REMOVED VVLNDOVV SCHEDULE �mw �wUww 2,-0 :r_ .• ,' bib NEW CONSTRUCTIQN .... wa; oEo ��a< - - t ,ROUGH OPENING .REMARKS :.,. TYPEMANUFACTURER'S.UNIT OTY, - . ..1[F A �ANDERSEN TW2446 17 :.30 1/8":x 56,718"'_ DOUBLEHUNG' ... 'SCALE ;A; ` - ,;':+ + '-. i Q'SMOKE DETECTOR - '' B 'ANDERSEN AW251: 4 28 7/8"x 28.7/8" - Ii_- I. n I n:�,• O "'ANDERSEN TW2862.. 8 34 1/8"`x 64 718"-_ D.H.COTTAGE - T ©CARBON MONOXIDE DETECTOR � ( RSEN.TWT2823_ .1. .34 1/8"x29 7/8" DOUBLEHUNG TRANSOM . - ,�, HEAT DE . I r.. I • I ANDS by t -E 'ANDERSEN TW2846 1 34 1/8".x 56 7/8". DOUBLEHUNG DATE . 0t t k , arin to I < I )Ai n ,:• ^ 1 '' :Y r ni L F'_. ANDERSEN.TW2442 5 ;30 1/8"x 52 7/8": - .. DOUBLEHUNG 11/6/2018, -'" - ( %-- i;p - G ANDERSEN TW24310 6. 30 '1/8"x 46.7/B DOUBLEHUNG- - - - *i- .. A.REA..:CALCULATIONS. I + .x ". jbY _ H 'ANDERSENCWI3 9 28 7./8"x36-1/2 CASEMENT.(FRACTIONALGRILLE). I xa v F DRAWING NO.: a p FIRST FLOOR 2041 S.F.{ 9 L i .. 1 f r �{ 971 SE GOND FLOOR t ,- s q L GARAGE ;, 565 S F.d 4 a' y COVERED PORCH 277 S F 't d i • f .r —( SHED DORMER) - O'l0'17 z.W' S'-101? .. - Y. I § a SLOPED: C� .EO 1 DAY B , RI`1'. eLq� { o �0 . . 4 � r a$�'I _ H 060 ` H L 7 J —� - -. DAY eEO o r O SLOPED I -•• - - I a - 23.101 S L, '.9• P.0' W T-6"'_ 5:• Y ..- - _ B —_ (SHED DORMER) _ is . za — .— - :• -I ram.. a Oy C_ I Z 6. z p 'a --_ j I 0 . I I I o" t r a § h s , co �p 8� _ 4 m m< F w o— � I Go I _ I I I sd .•: f. •" O?:� V H. 41 I .v' THE DESIGNER SHALL BE NOM ED AN - ERRORS OR OMISSIONSARE FOUND ON O �,., O_ ' MUM THESE DRAWINGS PRIOR TO STARTOF C , xCOTUIT BAY DESIGN, LLC CONSTRucnDN.THEBUILDING I 43-BREWSTER ROAD ^ ,.. D " •� `, WILL BE RESPONSIBLE FOR THE CONTENT ` .•y,. a. '--I D IN THESE DRAWINGS IF CONSTRUCTION {{{��1 ��L\� S �7 ,7 649 ' - .., i _-'� II. r COMMENCESWITHOUTNO'I7FYINGTHE :'.:.STE.GANI'RES,IDE;1 a�E ••:PHi(50)..G7Y 1166 '- ''. Z19 „; N m R1 DESIGNER OF ANY ERRORS OR OMISSIONS. )) ," s • � "Q , Rl THESE'GRA`MNGSARESOLELY FOR THE USE I• �,' _ •� -�5- ^; i' .'eFAX(508Y539 9402 ;OF THE OWNER NOTED.ANY OTHER USE OF - �T Z �I '• O4�F IONSEHCOFTHEOESIGNERLNDERmTHEN :214:'ELLIOTROAD C_ENTERV'I:LLE�, -MA i — % g•_ �' ARCHITEC URALCOPYRIGHTPIR CTION ' .. ACT OF 1990. �. 1::COPPER CAP }�0—r.(••r . .. TYR RIDGE VENT m LLI F.:E;'r V: .. .-. E AZEK FINISH CHIMNEY (n.'W N Lf) " 3tl'ABOVE RIDG W00 : —TVP:ARCHITECTURAL GRACE �o_�`� - j ASPHALT ROOF SHINGLES O m 12 TOP OF PLATE W/35B"CRx IORA EBOARD Y f M • SECOND FLOOR- + � TYP.1 x 8 PVC FASCIA:FRIEZE - 2 I , 12 i SUBFLOOR TYP.ALUMINUM GUTTERS - -'850FFR 80 ftO5 - " _— WI DOWNSPOUTS - ., TOP OF PLATE TOP OF PLATE —- - -.� - � TYP._FVC 1_8 CORNERBOAROS." •- I'. ® \` y1� .'.• 4 W/751LLP. tx9 TRIM00 RE TY '¢ ry .m m 1--lo TYP.WC.SHMTLOORfJIPPEO STAINE - _ j FIRST FLOOR FLOOR I- �- .. COL M SOUARBFIBERGLAS ... ... 'TTP.10'SOUARE FlBEROLAS' COLUMNS' :.'COLUMNS ...... - _FRONT ELEVATION • UJ �1 � tO A - 1 T P {30'CUPOIA;VERIFVAL� - - - •{ t DETAILS W/OWNERS I .�. Si.12 �"m • - - .O' s , 1��t , 1.}i_.: + J t41� .1 U J TOP OF PLATE - - � r. 12 . p Y 2 12. I I� 't ` t.•_- -...':[+y^. t. - .. - � �� W� N 'O-- .. l II � • - '-TOp4�PlATE - ,. .AL4-- • F is r,r :. -a..t. -. T`,.•" j,,�..i..:,.. • :'vf �I..._I.�.. I A .r " i II _.:f' '� t -I'.III I :.I..�� JI/1._ �p((..� i SECOND FLOOR 'TOP.OF PLATE •n " .14•r.^.il iI(.,.,'S: t:.I �! I -1 J{ ,�. r .1 �-1 J 11' h r �SUBFLOOR 1 I.._.II. .IS:Y.t4 1, ,,I.II. •1I., I .Fsz t I: 1F •!- - `TOP OF PIATEI..- w.�ri j I d 9000 a - �. .. .,� 3" •, '.: .tt..:�a� � I ...il' t h jI. �1 � - _ wd o;yE -- 3f y2 . a�z�m r .b - .+ 1..__ ."• FF - TYP.:LIGHT .I'. ." 0 0 5 r BLODKS99 Z. I'w1 FIRST FLOOR r':fir SUBFUOOR__ _ -=-77 7 - --5UBFLO a . SCALE T ..� •�..� �� 1 TM ERG - i F' DATE .n FIB LAS . _ VERIFY O H DOOR STYLE,MFR 6. - ALL DEAILS WI OWNERS' 27 1 8� COLUMNS � ... • 11IVI3L'O r 8 1 LEFT :ELEVATION DRAWING NO. ! - i. J j J W 00 mac,, v .AZEK FINISH CHIMNEY .. TYP.RIDGE VENT .. - r .. m W.GN{m},. .: ... 3'O'ABOVE RIDGE. .. .. .. ".. LU)LLJ r ,, .. WF.ARCHITECTURALOR W AoE - - 5 aO0. - .. - - .. ASPHALT ROOF SHINGLES - .. =vv .12 12 Q Q t� . - - TYP.PVC,x 10 RARE SOARO W/3618'CROWN', . ® TOP OF PLATE z� , A� C W'P 1 x 8 PVC FASGA FRIEZE F 8&DEER BO S NO F i i - - - SUBFOLGOROO - .: _ Wf DOW SPOUTS 6 .TOP OF PLATE TOPOF PLATE .. -- .. ER 44, � � � WP.PVC 1 8 CORNERBOARDS WP PVCtx<TRIM.. m TYP.W.C.6HINGLE SIDING - STO WEATHER VERIFY IFPP STAINED FIRST FIRSTFLOOR - DIPPED 6TAINEO - FIRST FLOOR:.' . .-..-SUBFLOO __ - - - . ` - - REAR ELEVATION - _. ,. ._ f .t11 UJ �- �' . w f .I.T. .- - - - DE CUPOLA VERIFY ALL 1 r �v. RS- DETAILS W/OWNE - a �. �� I I I f U l t' z Tp' 0 I1 tt7110 {. Q,z w OF.PLATE F _ 1 T _ I i•{: .. i- y k TOP OF PLA .. :: _ G _ g ,. 6ECONOFLOOR1 6UeFL00R. - -. I I I. i w70007O-�OwwoOp. r I i t Tip - ! I I - , TOP OF PLATE P m.yi � O �Ioo� aaz _. �o� wo111o, .. -. �:io.. ? :I' •�'t I) m� `4 `I _.. -_ _ .,. • -. - `-'r�I�Pt •L¢ j w'�o W��DW o�D� •i. •-...... FIRSTFLOOR ... Y 1 FIST FLOOR _ I". .'SUBFLOOR' Z7 •. ,' S 1 SCALE r ;P� RIGHT ELEVATION oarE 11/6/2018� ;< DRAVVI NG INO. -,.. , ', . . :.are .. .--,.i.. °. _'s:i•. • ,,a,_y.:. .. -. - a• ;5 — --- p __ ___ __ _— �O$ _ �- - -- --- --, § -- ---� ----_ li 00, ymz �L I. I s<-r- 1 i I . L _j I 1 1 I I §: Gj m n I, bF°xp 0 1 - Dorm m.. . I 0It . 1 d1 1xm r �_ j I --- ------------------J ' I Lp _j -- -- - -- --------------- I N i I 1 I it � I L_I __J L. rp 1 1 1 z � - z g0ii• �� �I I 8 S� IS- 4 I 1` o�my�, 1 o ; i - - -------- 0. D L 00 1 fflo I` a 1 °.B• I 1.I Z, 1-�' I - T I , I I r D. 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ERRORS OROMISIONS ARE V Y , Y - - u - `Q � CONSTRUCTION.THE BUILmNGC T- ' N D P' `', WILL y _1 DBREWSTERR I 1NTHESE OPAWINGS IF,CONSTRUCT ': : it R._ r .1/,-�- i., ��:M1ASHPpEE�1 M,1A.10026 9 1' (n -11.:r' COMMENCESWITHO IF NOTIFVINO THE ®���� .�Y �1 Y \ES I DE N V E. .. —PH.(500.)�G7Y-1 168,^ •. I.->•.. OE6IGNEROF MY ERRORS OR OMISSION. .. THESE DRAWINGS ARE SOLELY FOR THE U E -. - •{/ .J-..-:s ,,.t z`t 1 FAX.(5O8 539 9402 Q— 1: OF THE OWNER NOTED.ANY OTHER.USEO - • ' Y:Z "i L 4 P .THESE:ORAWiNGS'REOUIRES THE WRITTEN 1[/��, ® A/'�_ en\' Q��q!�\/ //J�® - !; .• _ i< _ _ � ,i' .:CONSENTOF TNEOESGNER UNDER THE Z"1 --C' ELL'I OT RO/ \D V'EY NEC \ V, ILLE�,. •M 6 ,. ,ARCHITECTURALCOPYRiGHTPROTECTIOH_ - 1 "' ACT OF 7990: .:. !. _ f Oman C m. _.�.=.j,.• .. - __ 2-P.T..2.W. �90 10.1 o v > yO X. P N 4 Om,Om ' - _-- --_—.— L _--.— ——— r MTOCmY 2.114•X9114•lVL 4, D� ! ./ k. 21 Sl4'X9'l/4 LVLrS W.- .. P. a .4 , . .._:....._. rn D ,... TRIPLE. I - 9. 9N w` x A 15S a V 4, a ,p rli8 _ —. -. O ' 1 r ° r 4 . + § t 4 4 1 " " W °m 1 J o - --' - m O -71 ol 4., N y. .. .� .. ;- _-.-.,:•. t,. :- .•-._ ._.aa'-_- _rah I - � , '_,. .-Nr,' .::` _a. BEARING WALL ABOVE.. .-12z 12'GIRT�. - - - - a . - - - 10-0 0m 51. S., Ott dcpo 4 2.19.0 Lm A : mm W/MIDSPAN BLOCKING ,. .. -,. : ,, �- D y Z qZ ODDSLE - £t I m o n o. I ----------- D:.pD mcm 2 D _ D a _ n THE DESIGNER SHALL BE NOTIFIED IF u - '- - - 'ERRORS OR OMISSIONS ARE FOUND ON cc pp I.. (n THESE ORAMMOS PRIOR TO START OF. W HO COTUIT BAY DESIGN;'LLC 'CONSTRUCRON.THE BUILDING CONTRAC -:.;.. '� �.. s-t _ - .. - -pp " WIllBE RESPONSIBLE FOR CONTENT - ' '43 BREWSTER.LROAD - �,-+' I �t•{I IN THESE DRAWINGSIFCONSTRUCTION p� p� �tt��+ III �I.. r 'COMMENCESWRHOUT NOTIFYING THE' It %1_ r e ?_S:IYIASrIPEE 7IVIA OGV491 DESIGNER OF ANY ERRORS OR OMISSIONS. S,TE VA, YI �'��I D�L V V 1 I•nPH.(508)2 4 1166,.. O III - THESE DRAWINGS ARE SOLELY FOR THE USE--, - F/y/k(5088)539 9402 OF THE OWNER NOTED.ANY OMER USE OF ' ,yl •'- - T 'Z ��� $O`u� '-'THESE DRAWINGSREQUIRES THE WRITTEN - +.• I " ..', t-} F •r -_�CONSENTOF THE DESIGNER'UNDER THE 14 ELLIO ® �O/ \®; � I���I V ILL��'-MA" tl.6! ! ARCHITECTURAL COPYRIGHT PROTECTION,` - ` ACTOF 1950. - .� -.. -.. a .... : • i �4 Fam� I L'. : I ].."CONT.HEADER. ' .T . 4' i. _ f ' 311<'x 9 7M'LVL BEAM UNDER DORMER WALL DOUBLE m • m ' 4... .,._... ..... ._ �:.. UNDER DORMER WALL . may_"'-� rn D _ - --- ---• D - .. :J' LL DO 'xtl9'LVLBEAM ' _— m9 s om I am x 8� ,I _fro• -- o iAlo I r G I I °�m --- - _ - p' �- - v I � _ a m --——— 00- __ m y m I I j ,•,. N.M — o: g" A.�19 Mgy m �D o� ma s� 3'."•"'¢^n, ... t?'�J.� - -BFAfUNG WALL. I I o mo Jill h O 19 { 2 1 Y i a a 1 yD z g 8s 11 r yy v xcDi R ' k k a1! h,yJ III N•. •R. � .. .. rn THE DESIGNER SHALL BE NOT ~ _ `A•C ^` THESE D OR OMISSIONS ARE �� -o -J r �® --1 _ I _ I '. 1:, p _ THESE DRANANGS PRioR To - 1 E O�.//!� x COTUIT BAY DES CONSTRUCTION.THE BUILDING - .. = ,... -.� .j•a -. WILL BE RESPONSIBLEF00.THE I _ _ Y- ,I. 1GN,#L IC BID - _ D IN THESE k"CONSTRU '- "' I " C ®�I !!'�� !!'�� �43BREWSTERROAD i COMMENCESWITHOUT NOTIFYING THE ��S��G/ .,V'RESIDENCE. I`. .. n 6 MAS PEE MA 02 49 Q m_ •, R1 THE E DR OFANYWNGS E SOSO OM THE E r;.,f' -PH:(50)274 1166'. . OFT,HEOWNERNOTED.ANYOTHERUSEO I - - FAX.(508y539 9402. . - 214 ELLS®T°�OAD,CENTERVIL'LE Y 9A �T 5AaO i :THESE DRAWINGSREOUIRES THE WRITTENI- I f I L.-ICONSENTOFT,HEOESIGNER UN DER THE _ ARCHITECTURALCOPYRIGHT PROTECTION'. - - '9 - 7 "- ACT OF 19W. L. I .. .• ; -. - tioIrAr - _ (SHED DORMER) Z zm yD ' a $ oo �fN$ _. .;.:.ors.=:. + f 1. � , 5_..�.. ... - ; ;• i ofaoa sz:e eEfJ.t imp c - .. .i , 11 • - n _x,1�4_K 14 LWRIDGEBEAM - _ : 1-1 3/4'x 14 LVL RIDGEBEAM _ �i xl L 4-� m - ° mr l � a 1 3m 0 8 oy ` (SHED DORMER) FW _ ,ate m _ t I i-z.,as z , -7'0z 'm I N' 9. Tm o q m Z m rol= 7 Tl _ -- im �=Zo I _ .- -,--_ c- x — m Z .. _ m> I. : s4 b s' + >0 - '1 - me I I. I zlae"•�- F _.. - e I .pal _ F • I , .fit, % . __— LL - z�. ., - 1 B •: I 1, I � -1 3l4' I/B'LVL RIDGE - .. 1 3!'Y„71B'LVL RIOGEBEAM' •••:"�,•'.. - 4 .1 W4'..,,TIB'LVL RI OGEBEAM b - - I Oo8 O A Dnf I pv DF��V Y50 xI p y ` O ONeS Om dl I 03 A 1 Aaa $x22 mm e� =a® o D % mn p Oc c�m0 pZ' mmo °f O On 0 _ m- 09 �... ,. _ - r..4 3 � 3 a- m Oho PNh O > yy g�555 p O A T - THE DESIGNER SHALL BE NOTIFIED _ THESE DRA OMISSIONSPRO ARE FOUR �U YO u C.E F;��_ _ � _ Q THESE DRAWNGSPRIORTOSTART v Ea�� COTUIT BAY DESIGN KLLC /•� CONSTRUCTION.THEBUILGINGCO " 'yyILL BE RESPONSIBLE FOR THE CO •? - _ I _ I �... . 43 BREWSTER-ROAD I -a.v D.,: IN THE SE DRAWINGS IF CONSTRUCT[ON «., 1 - _ - •• _ I h l _. .— -1-1�. I'' r 'DESIGNEROFANYERRORSOROMISSIONS.. " L - '~ •, - �•-: PEE�MA.":�02649 COMMENCES`A7THOUT NOTIFYING THE ;MASH T STEGAN RESIDENCE ) O 3 M THESEORAWINGSARE SOLELY FOR THE USE .:OFTHEOMERNOTED:ANYOTHERUSEOF ., >•, -+ �_,.� - - �:FAX((508)539 94 2. ,• O_ �y 0,•i r .THESE.ORAWINGS ftEDUIRES THE WRITTEN '' / -� ELLI®� ROAD CE.N�ERUILLE, / \ CONSENT OF THE DESIGNER UNDER THE !L ARCHITECTURAL COPYRIGHT PROTECTION - 2-2.11 I. .. .ACT OF 1900. 1 -—----------, I -_.—___ I -- . 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I I I I I � � I I I I I I � I I I I � I I � Ste)"Ien & Liso Cronon I Sarah E & Andrew ,,/ 1 ! �- I I I , - " , -�� ":""_ I � I I � , I I A�'�y, -: I 11 r, � I I I I I � I I � I �� I � I I I P McGlone I NOT TO SCALE I , P(��,, _,", I I . � I I 11 I I I I . I . I I " : n \, I . . � . I I I I � I I I I I � I I I I I I I I I , � � I � I . I � � I I I � � � � � I I I ''I I I �I I I I I I I I I I . . I I . I I I 11 . � I I I � I � I ,l I , . I I I � i I . I I I I I I . � I �I I � I I I � . I I I I I 1� � I I I I I � I I � � � I . I I � I I I I I I I I I I I � I I i I I I I I � - I - I � I I I I � 11 I I . i I I � � I I � I I I I I I I I � I I . I I I I � I I� 11��,I I I .I � I I I 11 I I ,� I I . - I 11 I I I I . I I . � I I I I . I I I I I I � ,� I I I 11 I I I I I . - - I I I . I I � I I I I . I � I I i � I I I . I I I i I I I � : I . . � 1 , I � I I I 1! � I I I I . I 11 . PERC TEST: 10,313 , I .1, , I I I I I I I PERC TEST' 15,809 ,, . � � . . I . . . . I I . I i I I � I I I , I I , � . I I I I � I I I I . � I I . 11 I I- I . � I I I I I I I I I I I I I I I . I I I - . � I I I I � I ; I � I I I � . I'll, I I . . I � PERFORMED BY:JOHN O'DEA,PE- SULLIVAN ENGINEERING F.F. El. 33.00 1 1 1 1 i � I I � I I I 1" � I � I � I � I � I 1 . I I I I I I I ,,�, � 11 . I PERFORMED BY:CRAIG FIELD-THE BSC GROUP,INC� " � I I I I I I I � - � I I � I I I I I I I I .I � � . � I I I : 11 I �,1 I I � I I I � - I I � I I I . � I I &CONSULTING,INC. � I I . . —See Note 6 (typ.) I I I I : � 11 11 11 I � - � . I . �� I I I � I I .SOIL EVALUATOR NO. , � , I I I I � � I I I // � I . I I 11 11� I I '1:1-1- I I I .1 1 . I I I I � 1. � I — � , ,, I � I � I .1 � I I I , , --I I I I F.G. EL. 31.00* ,- *Final Foundation Grading To,Be � I I F�G. EL. 31.60 � I . I I � I I I � . I I � � I" . I I . SOIL EVALUATOR NO.2911 1 1 1 1 1 � � i . . � I . I I I I ;!� I . I : WITNESSED BY:DAVID STANTON R.S.-TOWN OF BARNSTABLE . I I � � ; I I . . !�,, I I :��, I I � I I I � I I . I I I ,;, I I Coordinated with Landscape Plan I I � � I . : - I � I . . I I I I� n 11. �!�i I I � I I I I I 1 . � I . ��, JANUARY 8,2002 , , I "I 1,�'i 11 I� I I I I I I � 11 WITNESSED BY:DONNALD DESMARAIS,R.S.-TOWN OF BARNSTABLE I ,. I I I � I I � / I I I I I I r I � I I I I, I I SEPTIC NOTES I I, 1, I- I I I . I I � I I I I I � 1 � I I I I .1 I I � 1, ! I I I I 11 � I I - I I I I 11 I . I I I I I , I 11 I I OCTOBER 31,2018 1 1 - I I I � I . I I . I I i I I -- I . � � I I "I I I . I � I ,� I I � I I I I I 1.1, _�, I � I I I I I I I I I � 17 1 1 1 1 � . I 1.Location of Utilities Shown on,This Plan Are App,,�.'At Least 72 Hours. � I I I j'.�.._�, I � , "',",�, li I I I I I I I I I I � I I . .1 1�- .. . I'll . 1. I I I 11 , � I I I � I \ I r] -Flow Equilizers . I I I I I � I I I � . __ I � I I I Prior to Any Excavation For This Project the Contractor Shall Make I�I I � I I , I I I I I I'll I I � I :I 1�, ) , �5, 1, I I I I I . 1 I I 1� I I I I � EL. 29.00 . I I I . I / As Required, I � � � I I I i I I � ' �; �� � I I , I I I "2 �11� EL.28.2�,'�11�,,� 'I, - I I , I . I I I I I , I � � - I %, , EL.28.2 TEST HOLE . � ,� , -I [' , 1 TEST HOLE 3 EL.30.8 � - 4 Installer To I I � I I 11 , dl� � I I I . TEST HOLE , I . __ - I �i� J�;:,��41 ,�, r � �, I , �,�� - TEST HOLE EL.28.5 � I ::� - I � I . � I I I I I . I I the Required Notification to Dig Safe(1-888-344-7233)an contact I 1.�.. I...,.I A LAYER 1 OYR 4/2 ......� - � ............A LAYER I OYR 4/2 :�I I.... I I 11 I - 1:J � ,, I ''I !ik, I 4 ! I �O/A LAYER I OYR 3/2 1 . ..� � O/A LAYER I OYR 3/2 . ...�I I I Confirm Prior I EL. 28.00 , 1 1500 Galion I U-::: I . I 11, I I I � I � � I I I ic.(�08-428-3344). : i I I I I � " ,,I .� I i � . Sullivan Engineering&Consulting In I � I I .... ......I........- - '.� I I I � I I... - . ....I....... :, I I � 11 .. I . I I.. ,,,, 11.11, I I I Septic Tank EL. 27.75 1 1 1 . I I �� . I I I � . I I 1.1 11 I DARK GRAYISH BROWN ,, I : DARK GRAYISH.BROWN I I I wkY DARK GRAYISH Bko i 1. � I To Any Work . � I I � . I Tog EL. 28.0 �t W ' � I I 1 2.The Contractor is Required to Secure Appropriate Permits From Town I � I i__ I I I-— i . I I 111111111...I....- ...I I..�.I..�:..... I I I 1. ''I. ... 1....I....� WN i �� I :, VERY DARK GRAYISH BROWN .: I 1 .27.5 � �i��::::::::: - I I I � I � I - ��J I 1, , I I �I� I .11, , � . - I I..... ...�....I I I .1 1 -1111. .. ''.. � 11� -Box EL. 2 7.33 - I q.? ZQ, � , - � I I . 27.7 1 1...1. : 27. 1 ....... .�. .LOAM - ...�.. - ..�.I�.� ..I I I . I � See Note 5) 1 ,�": 1 6" ..I-LOA14Y SAM) .......�....�. 6" . i......�LO)kMY.SAND..... 5 , 5" . I LOAM � � ( D - �1 , - � I � 1 30.4 : , 5" � 1 28.1 . -Z�1_1_ � CY I zcz, �,,,�- I I I . Agencies For Construction Defined b This Plan., ,,� I � I ...I..... q 1 . 11 -- � -— � I 'k,�"44�"OG,a�A�, � I i I-- 11 I " � . I Y-;. I I I B LAYER.I OYR 5/6..:_: , , I I �, I I �� �. .. ... ��I�I . I I I - I . I I 11 1� iQ- I I ly t I I � ,! I I I . I I � ,;�,:�11,�,,,�,""��;, 11 " - ' �,�,,_ �, '111 . � I I I - 1: � I I- I � I�, B LAYER,I OYR 516... ...I—. I I I , � , 2"G, '�"_ I ,,,,,,,,�'!�,�", � I 'C* , I I I I I I I I I� I . �:�, I I � � I ..'..���I I B LAYER IOYR 5/6. ......I� I I I "...I�B LAYER 1 OYR 5/6_:......... __-,�_� --,�,r'fl `,,,,�-,& � I � I e� I - I " � 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall , 111''..'..'' 11 I � I 111.1 � . I t , I �.�..I..-..... 11 .1.1111.1.... 1 I r I � I PA,�,,,,,";""?":�," I I I I I I I I I I .,__:� �� I�, I I . . ." I" � � _27.00 -, - ,, ,"��, I I - c4Q � I � � � I 1. � 11�,�, , - 1:� -11 I I ,,, I I I I � I�..��.� �. ..1.1. N ,_ - � ' I - , I ,K�11'_�,1 7 1 1 1 1 � �. �.�.�..�. YELLOWISH BROWN , ; I YELLOWISH BROWN I I � I � _..,1(kLLOWISfti3ROWN 1, , - , k ,,,�,z_,�_,g,'��,_�,,,_,�,,�'_ Leaching "" ,. ,�,�,,4,�� - � I I : � I I I .. 1. I �.�, I ,YELLOWISH BROW I , 11 �,�"_� - I I �I 1.�. � , I I , I Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to � I , : I, � y: ___q I �i,,,�",i,,,,,� , I .�� N� I I I . I _ .11111. _. 1. .11 I I --- -�-- --- --7-- " , , I � - �, 0,,,�-,,,'T 7 7 � "XI , '' _ , , e � �,"?,"',�,",�_T"", I " - , �,""!`�,�" ��:�i �'�'Q,�',' I I I I I I � 1.�..�� .� . I I .'.� � I I . , I I 11 I _,_,5_,1_,_____1T,__ ut: " Chamb r 11 I , - 11 .11, I -� I' , 11","�115?�11_!:�tf , To Be Installed On / I 11"', � � .. 26.7 2811 .11. I .......I 25.9 1 16" .1 I 1 28.6 30.. ..... �_..:.,,.,LOAMY SAND_ � 26.0 " , , " " : ,�� ry ,,- : I r -18" , ; ;' : , �LOAMY SAND. I I ..1.�. LOAMY SAND. I I 1. -.''.I r 1:.. LOAMY9AND .....�.I�. I . I � 1, ��,`,�` -`� I Bat � � Assure Watertightness. In General,Water Lines Shall be Constructed in I C LAYER 2.5Y 6/4 ' I C LAYER 2.5Y 6/4 1 � I � I 1� R 12111-61XV 41 I I I I I I , I t1V able ompacted Bos� . I � � . EL. 25.00 .1'4" ::S, ,�, , I I I I . 1 I I . I � - I I 1 -I I ,Cl LAYER 10YR 5/6, , , �1 Cl LAYER IOYR 5/6,-;, I ! I ",�, � .1 I �1. , I I I , I � ,1-I I 11 I 1. I . . . . � I I - " ,, I I I . I 1 � I I � � . . . I . - ,� - ,� � � � - I . . . : I I I LIGHT YE ' �_� , I i � - I I I. Coordination With COMM Water,and Shall be in Accordance � I � LIGHT YELLOWISH BROWN � I LLOWISH BROWN I I � I ,.I'..,- I -1 I I i , I I I � 1 I I I . .1. � .1. �- - I . ''.1.1--1--1 � � . ' '' I I I 11 I I I . � ' I !e I . � . 11 I I � I - 1 YELLOWISH BROWN il i I YELLOWISH BROWN ,� - - I � I � . � I Bedding,"T"s, .- �.. .. .'. .� -1-1. , - .1 I .:�� sz�) L-t, � I ) I I I With 248 CMR 1.00�7.00&3 1 0 CMR 15.00./` ,� 1 I I I I I I . - I i I I 1 �1,� I I � � I I I I � , �L I I � I 11 144'11 , � �MED.SAND 1 16.2 1 MED,SAND , �� , I I I 11 11 11 I ."� I �� . I J .,� I 1 . � Inspection Port, I � .!f. En,cquntereal� Rern6ve� & R,place. Z�� (z I I ! I I � � I I I �. 42" 1 ,MED.SAND 1 27.3 , I ", MED.SAND . "I I - ,. 1 1 1 � 11 . . . . . .. _ �. . . . . �� . e I I QD 4.A Minimum of 9"of Cover is Required for All Components. , � I NO GROUNDWATER ENCOUNTERED I . . I , 4!�L . 24.7 1 1 1 1 1 1 1 �. - I �> I I I I 1 60" PERC TEST I., �23.2 � -1 I I I. 1� I � & Boffels � .: �Alf Dnsuitoble�Sofl5i Within.�5..'. a �: � I I � I i� I � � I I � I I C2 LAYER I OYR 6/6 , � ,. �- 1, I I C2 LAYER 10YR 6/6, , I I I.� .1 I I I 1 I � I � I. �t�, , ��,,. Ln � � I � . 1 5.All Structures Buried Three Feet or More or Subject I .I I I � I I I I - I I � . I . I I I � I I as Per Title 5 .I� e: �Ou t er�Perim 6 t eir,�6 f.Th e.�.�S 11 K � I 11 , i I I I 1 25 GALLONS GONE IN 9 MIN. � '� � � � I I J '! I I -�.. ..... - .1-1 1 . . . . ystem, I - I . , 11 BROWNISH YELLOW : BROWNISH YELLOW ' , I I . . . 1 . I - 1 . 11 .1. . . . � . , I � , �il I I 1. I � li, , 1, I , � � ....1 I ".... .�. . . . I — - � . I I i �.to Vehicular Traffic to be H-20 Loading.It,is the Engineer s I I I I I 11 I PERC RATE<2 MINAN . I � � � I 1. ; "' 1� J � I 11 i t,' ,,_:_1 I t . .1 . .1. ....� " I. 1." I..�1.1. I � I I � I J I I 1 144" I (LTAR=0.74) 16.2 ) MED.SAND-SOME GRAVEL - I� I I� MED.SAND-SOME GRAVEL - 1 . �� �', I I . � I. I : Recommendation that H-20 Always be Used. . I � I I I I I �,' , � I I I I I I � I I I I I I 1 I I I I � 1 10" 1 1, I I .1 I I I . �� I � I I � I NO GROUNDWATER ENCOUNTERED . I I -I PERC TEST � 27A ��:' I . 1 I I 1 . ,i I I J ' 'I I I I I I I 11 ! I EL 175 . 6.Install Watertight Risers and Covers to Within 6"of Finished Grade . � I I I � I I I �I I - 11 I I � I i I I 11 I '. I 1. I I I I ! No Groundwater I I I � 11 . I I I I � .1 , 25 GALLONS GONE IN 7 MIN. , I , ,,,"I - I .I �I I I I I I i I � I Over Septic Tank Inlet and Outlet,D-B6x,and One Leaching Chamber. . I I I I I I I I � I .1 J 1 ' , 11,, � . I I . I Per Test Hole I . I I I I � . 1 . I �I � � I I All covers I are to be in�aximum,18"for concrete or 24"Cast Iron. I I I I I I I I I I I � I . 02"I PERC RATE<2 MINAN(LTAR=0.74) 19.8', 1 1 132"I lt�, � I li�il 175 1, '� . I I � DEVELOPED PROFILE OF SYSTEM I I I I I I I � . I . I SITE PASSED I NO GROUNDWATER ENCOUNTERED I I NO GROUNDWATER-ENC-01 TERED I ,' I I � I � I I I I I I I I I I - I � I - �', " ;1 � - _____ I I � 7.Septic System to be Installed in Accordance With 310 CMR 15.00& I � I , I I . � . . I � 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable I I� � I � . I 11 I I I � ��, ;, ''I I � � � ' I I I I � I I I I � I � � 1; . I I I I I .1 I I I I I I . NOT TO SCALE I I I �. I I I I I : I ,, I I I 11 � I I Board of Health Regulations. . I I 111 l�[ I I I I . I � I I I I � .1 I I I � I I SITE PASSED . I , 11 I ,, I - ( I I- I � � I I I I i I � � I I � 1 8.All Piping to be Sch.40 PVC. I : I ,. � I . I I � � � li � I I I I � 11 I I � . I I I I � . � - 11 I I . I I I I I � � I I I I I 1 9.D-Box Shall Have a Minimum Inside Dimension of 12",'and a Minimum I I I I � I I ; � � . I 1, 11 I I � I , f . I I I I � � . 11 I I I . Sump of 6". � I I ,I I I I � I I .,� � � I'll � I � ,� I - I I I I . ,- � I I � I I � ,. I I I � I I I � I I I I I , .1 I I 'i 11 I I I I � � 1� I 10.The Separation Distance Between the Septic Tank Inlets and I I I I I . 11 - 11 . I I I I � , � I � 1. , 11� � � � 11 I 11 . I � � --- I � I� I Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend I I � I I I . � I �� I I . I I - . � I I ' I I . I I I I I I I I I I I I NO TES: I PREPARED FOR: � I I - I I � a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" . � I I I I I I"� I I i I I � ,�i I PREPARED BY. I T/TL E. I I I I � I I � I I I I I I Below the Flow Line,and Shall be Equipped With a Gas Baffle. I I I I I I I I I I I I I 11 \ � I I � 1� I I I I I - I I I � I � I � ''I 11 . 1 ' ' I ,I , , � I I I I I I I � � ' ' I I .1 I I I i�l 1'�11 1! 1, 11 � 1 : ,� . 1 I I I I . 1 I � � I � I i �,'." � , . � � I I �[ I . I I I 1.) The property line information shown was I! , -1 , I I 11 1, ., " , , � I ,�'. co I . . � 1 . I I I � I � � I I . I ,I i 1 � I � � � . 1 I . � � I � V U 1 . . . 1 , , [ � I I I , �� UlliVan Enginccring& Proposed Improllements Iz � I . I � ) I i � � 1 I I I I . 11 I I I I "" ! 1 1, I 1 �� I 11� . I �1 1; " CapeSury . 11 I I F-ri I I I � I . I I I I'll I I �'� I 11 I I � , I . I I . compiled from. ovailable. record information. I �,, / �/ / 11 I � I I I 1, � I i � � � I I - I � I I I I I I I I I I I I I - I I 11 I I I' ll , I � I � . � . . I I' ll I I " I,, I / I,� _, 1, , Elliott Road,Realty Trust ' 'I .: ''I S Consulting,Inc. I I � I I I i � - I I I I I I . I I � I 'I 1, . , �, I ,� I I I I __� I . , 11 � I � I I I I I � , � :, I ! ' I, , I I Ill I I At I .. � 1 . I , �, I �, I I �, I I I � I � , 1/1 � I I I I � �e � 1,- I �, . 23 West Bay Rd, Suite G I I � I I I , I � I I " � 1 . I I I - �I I I I . I . 2.) The topographic information as obtained 11t,f i� �" 1, ,, i� i 1, .� I .1 111�� � I I I I I � . 1 (508)428-3344-seci@suili�lonengin.com I � " ,., 1� � � I I I / I 1, I I I --[ I PO Box 659-7 Porker Road Osterville MA 02655 1 1 1 1 . � �, � I � I I � � I I I I I I , - �� 11 I I I � 1,/ � I I, I I I ,I �J 1� I I I �:' , I _1 ,- . I I I :, I I, , (508) 420-3994 / 420-3995fox � I I I I 11 I �, from on on the ground survey, performed on , I I I r �� I I , ", _; I -111, I 1� I I � I . � � 11 . � I ! : �I j �_, I I I I 11 I . I I ii i f, ! � I � !: . - , , . �1 Osterville MA 02655 1 214 Elliot Road I I I � I I I . I , . I I I I :, 1. i � I I I "-.A, I �! (� _�� , , rl :i,_o � . . I - I I I I !,��`I� , , I �', I I ' 'I I I I I ,� I I � 11 . I I I , I � I or between 231OCTV18 and 051NOV118. I ) � I � I I ' ' I __........... , I www.sullivonengin.com I www.copesurv.com I � . I - - I � 1 I I I I I - 1, � � - , I ., I I I I I I :1 �; I I � I I I � I I .1 I � I I I I ,� � - I 1,i- J �� - � i . I I �. � , 1-1.1-.1" 1. I . ,. ,(� I � I I I I I I , I � I I I I I I �� I I �, . I I'll � I � � � I . I I � I I ! , "� - � , , � I I I . . ' I I .. I I -''.. - 11 . - !", I 11 " I I I I I C� I . I � I � I I I I I ' � � � � '� I � �, � I I - I I Cen terville) � _,r] I I I . I � I � � I I I I I 11 3.) The datum used i NAVD '88, a � , � � _. ". 111 . I " ' :` �71 � Bamstable ( I Mass I I � I I I I I I I I I .1 s . I I I ,��,,"t I I � " i 1 8 , Dro ft: JOD � Field: WHKIASK I I I I I I � ,I 1! . I "I .1 I I � I ��:,,( 11�- � i�l I I I I I i 20 i 0 10 ,20 � 40 . I I�,� I 0 - I I . I I y I . I 11 . I ft_-J� � I I � I I I I � I � I ., , I turn (opproximot ) based on Barnstable � I . � � I �,,�L : I r �. I .11-1. 7., 1 1 1 11 . . I I I � % 11 . I � � I - � � sea level do e ,� , r 1 1 .. I � r � 11 1. I I I I I � : I � - I I r . I I I I . �i I I 11 - , � I I I I �_ �� r I I I I I I I � I I I I � I I I I . I Review: CR I DroftlComp.lRev.: WHKIASKIRRL DA TE: � r SCALE: , . r I . I � I i r I / I I I I r I � r I � � I GIS elevation data. I r , � , ''i!l M Im i i � , FF I r I .r I I r I I I I . I I � I I ,� I 1. � � I r I I I � . r ' 'I r r I I � I I I 11 r �,_, �� 1 I � = r = ff____2 I E_ Is rr ", r I � __I 'ii� I , r I ovem er I y I I ' 11 11i� 1 r—20 r. 1-1 I I I I � � I �I I I ,r, I . r I I . I I I . I I � I I I r; r r� r Drawing # C904gl exl r I I I I I r I r .. r � r r I . �, I I I I r I I , I I I I Ir 1. -r -____ - - I � I I � I � � I I , I Project: 98101 . I . I I 11 I I !� . I I I I I I r . . r I I I I � � I I I I I I ,� I I I � , I 1, I �ir I I I 1, . I I I r , I I 1- _,,,�',i�r I 1, I . I !i 1J,I - � r ,-1- � � ; I I I � � � r r r I . � ) I I i r I � : ::,,,,:: r1,, � I " , I I 1� I r I . � I I I t I - I I I 111. - r , I 1� I I . � I r . � I � i� I I I � . I . I I � I I I I I I I r � I I I I - � � I I I I i I r-- I . r I r I I �, o I I . r I I - , I , �)f�l I I I % i I . i 2 1 � I i r I I I I I ji I ,� � I I I I I I I I � I I � � I 11� , r ; 1, I I � � I � I � � I I I . r ' ______--- -__ - Irl - __ __________- ____ __- � r __ - - - ________________ - - - __ - - - - -------,-- - __--- __ - __ __ - --1-1- ________ - ______- I - - __ __ ____ - ---------- _ _ ------I------ I---- __ ______ _______-_____--- I ----------- _- - ___ - -------- - I__ I��- ---------- ----------------- - ' - - ----- --' _____ __ ___ __ ___ _ __ ,-.,- --- - __------1r- ----------- ------- ______ ____________ __ -- ---- ------------- : ------------------- -,-- ----------------.-------,-------- ---- --- --------.-- ,--------------,- ------------ --,--------------------------.-----------.-----.---- --.--- -----— ----------- —-----.-.---- ---------------------—-------,— ,---- --------------, ----— —,---,---- ,---"--------— —--------— --- — ------——-----———,--, ,------,--- -- -- ---- — — -- —- —--�- —"--.——---—�——--—,---—----,---.——----,---------------,--.-------,----—— I � � --------- --- , � I I I I I I I I I I I I I I I I , 7, 1 1 1 - . , I I I ��� I I i I I I I I � I I .I - I I � I I I I I I I I � � I � I I I I I I � � I . � I I I I I,"- I I I � I I I I I I I t I I I- I I I� � .I I� I � I I I I I � � � I I I . . I I I � . I I ��I I I I I � I I I I I I I I I I I ! � I .- � I I I , I I I I I � I I I I I I I I I I I � I I � I I - I I I I � I I I � I I I I �� . I � I \ I I �/ / I I I I I I I � I I . I I I I I I I I � I . I � I I � I I � I I I � . � I I � � � I � I I � I I I I � \ .I I . — I I � � I I : . I I � I � I I � � I I I I I I I I I I I I I I I � � I I � I - I I I I I I I . I I 1, I I � I � I I I I I I � -- I I . I I I I I I I . I I I I I I I I I � I ; z I I � I I I I I ,I � I I I � I I I : I I I � I I I I I I � I I�I I I I I --—--—--— — I I � I I I I e �I I I I . — I I ,I I- I � � I -----—-- I I � I I I I I I I i � � iI � I I I � I I I I - , . � I I I I I I I I I I I ; I� I I I �I I I I I I I I . I I � I I I . : I I I I ; � I I I I : I I . � . I I .1 I I I . � � I � � I I I I — I v 11 I � I I I � I �� I I �I,I I I ,11 I I 11 X,-,,U, ,� I-i;4 � ; � I I I I ZONE: I :, , , I � I I I I � - I I I 11 I � I � �? , I I I I � I I I I I . . 1 ��X�',,'�,,l � ,,, � I I I - I ... ., : : : I � I � I . I 11�,� I I I � I � I I I � � �, ,It.11 � I I I I I I I . - I I I . I . : 11 � . I I � III', :1 I I - � I I I I I � I I � I I I I I I I 11 I 'Area (min.) 87,120 SF (RPOD) I I I I � I I I 11 i I I I I � I I I : � I I I � , I I I - \ I . 11 . I I I I 1. I I I I Frontage (min) 20' 1 1z, I I I I . I I I , ! I I � I I I . I. .1 I I � I I Width (min) 100' I � I I . � V i I I I I � I I 11 I I : I I I I I .1 I I I I I I Setbacks: :, I � I I I � I I I � I I I I I I I I - � I . I I I I I I I I I � I I I I I Front. 20' - ,11 � I I , I � I I I I I I I � I I I � I I � I I I !'?,-� I I I � . � I " , � I I I I � � 11, � I I � I ,� I . Side I O' � �� ,-,i�,�� � I I I I I � I I I I . 1;i6l�'-� � I I I ��,,', : I I - 1, I I I I I I , ,,, I I I I I I I I I I I 't"', � � I I i I � Rear 10' I Ir 1�11 I � I I , I I , I f I I . . I I I- � I � 1, I I ,. I . I I I I 11 . "I ; I I I I I � I I I I . I I I I I ! I I I I � . 1, � I I I I I � i ! I � � I I � � / . t . I 1, I 1 � I . I 1, -� I I � - I " I � � ,i� I - I I I � 1, : 11 I I I "I'll . I I I I - I I . � I I I I I OVERLAY DISTRICT. I " 111; . : I I - , � I . - �. � I - j I �� I I I � I I ,'I I I I I � I 11 11 ", """ 1'�i . , I . I I I I iI I I I I I - �, i � I I I I I I � � I AP - Aquifer Protection District I I � ., �11 �� � I I I I I I � . I . I I . 11 �, D"I""I Al -, � % I I I I I I I � I I ,��� I I I I I . I I 7 �I -�,11-M,4�, , I, �m , i ! I I � -� X �.);;;. � : : � I I I � I . I I I " 4 " I . : 0,is : I I I I i �I I . I � I I I I I , I , , �', iI I I � I I I I . I "'' I "" I I � - , ; f I I I I � I " "I � � I I 11 FLOOD ZONE. I I'll, '.-��'111111 11 I . I I � I I 111i,1411- . � ,,,� I -- - I I ; I I I . ,,,,-,, --, � I � I . � �-', I � I I I . I I I . I I I I I I � I I I I I . � - I I Zones: X & A E(EL 1 0) 11 I � I ' ' I . I I I - I I � I I I I I I I I I I I ! 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I I e� I I I � ( I I I L I I I I 11 I I I . � . I . I I I I I I : I . I I II � � I I I � I 1 . I I I 11 I I I / I I I I I I I . I I " ,� , : : I I 1, I I - � I I 11 I I I I I I I I 11 I I . I I I I I � I I I I I I I, � ; � I . � I I - I I - � I I I I � I I I I . I I I � I I � � . I I I � . I I I I . � -. I � I � . I I � I I I I � . � 11 I I I - I � I I I I I I i I I i I � : : I I I I . � I /11 I I � I I I ,,� I I I I I � �I, I I � 11 I I - .1 I I I I I � � I I I - I I I I � I I - I L � � � I I ; I I I . : I I � I I I 11 I I I I � - I I � I I � I I I I . � I I I I I I I � I I I I � I I I iI I I I � I I I I I I I .1 I I I 1 , I I I I � 1 I I .1 I . I I I I I I I� I I I I � I -, 11 I I I I I 11 I I I ! I I I I I . I I I I I 1, I I I I I . - � I 11 I 11 I I 1 . - 1'�41 I 11 " �, 11 I I � I I I I I I � � I I I '. . -. I I I I I I I I I I � I I I I I I � I I I � I : � I I � � I I - I I :, -1. I I I''I I -1.," I I I I - I I � � I I I , � � , 1 L . . .� I I I , I I � I I I I 11� I I fI � � �I I L . , I I , - I - I I , I --� - I I.- -1-71-1-1 I I ,- I-�-_-' , :- -_ - -L , '-, , ,, - - 11 I - I - I I . I . I I I I I �I I . ! � I I I --I---,.-- I--- � -1- - -,- - I I-, � , -1, �� , - �----- I - -- 1: � 11 ,� - - �_ ,,��- , .1 � , 11 I . 1. I � I I � I I 11, � 1, I - � I I I I I I I - I � . I I I I I � , I I �, � I , I --- ,-----1 I--,,--I�-- I . I I I - ,� , I : 1, I L I I . I I I I I I , - I I I � ---1. I ---- I I � �-11 I --I-,- I - I � I -- - I I---,-- I - � � -1- -11 -1 I ----�--�-----: �, I - � - I ,�� ( , v , , I , I 1, ,� . - I I I �'', � I I I I 11 I �, - � � ,, - I . - � I I - � I I I 11 I I �, � � - I , .� I � � I I I I I I . � I � I - I I I I L I I , I " I - I I - I I �, , I I I :, I I � I I I I �' I I I I '' I I � I I I I � ". I �z �. I I I � I I � I I j - I I ; I - I -\, : ( I � 11 � I� I I I - L- I . 11 I I � I 11 I I I . 11 I I 11 I : �, , I I I I . I I I L I . I I I I I I I , � , I � I I I I 11 . I- I 11 I I I I I � I I I I I I jI � I I � � I I I �L I , I 1, I � I I I I . I I I I I I � I I I I I I I . . 1, � I I I I I I 1, -1 . '' I I I 11 � - I I I - .1, . I I I � I I I - � I . I I I - : I I I . - I I I 1 I I I i � I - I i I I I . � I I I I �� I . � � I / . I I I I I e I � -�-1 I I I I � I � I I � I I I I 1 � �I I I � � � I I I I I % I . I I I � I I I I I ; " 11 I I I I I I I , I I I . I I I I I --1 i � I I � , 1, 11 I I I 1, I ,� 11 I � I I I I I I I I . � ; I � I � - � I I � I 11 " I I I I I I I I � I I I I I I I I I I . ; I j � - I I I � I . I I 11 I . � I 11 I I I I I . I I .I I � I I I I I L I I I I- I I I I I I � I I I I I I I I I I I I � � I . i i � I I I � I I . I I I I � - I , I I I . I �, - I I I . 11 I I ; 1� 11 I " . 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Th - roperty line in for I I I I I I I :� I 11 I � � I 11 I I I I 0 Engineering& I I i � - � I � I I e, p motion, shown was , : I I I 11 1, I I CapeSu'rv ' ' 11 � I I 11 I I � � I � � I- I I I I I I I I : I 11, ,� I I 11 I � I I I � i I I I - � I I � I I I . I ation. � I I I I I I I I I I I � I compiled from �ovoiloble record inform� - I � � I 1. i I I I I . � I � I I I I I I � � I I I I I I I "I I I : I I I I I- I I I ' ll - I I I I I I . I L � I I I I , I - � - Elliott Road Rlty Tfost ' I : I su, ilivan unsuiting,ina - 11 I I 11 I I 11 — I I .� I I I � I . ---i I I I I I I I I 'A ' � I I ; I I I I � , "� � 11 I I I . I � I I 1 � 11 I � I � I i I � I I I I-L .� I I 23,West Bay Rd, Suite G � . � I 11 t I � I ' � I I I , I 1, I , � �, I I I � I � 1 (508)428-3344-seci@suilivanengin.com ', � I . I � I : � , � I : I � , � I � I � I I : I I I I 1 2.), The topographic in formation . was ob tdined 11 I ,1 -I . I � i I , � I 1, I . I � � Ostervffle MA 02655 1 . 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I�, �� � : I. r 11 1 , i 1, . 1. � � I I I I —�', I e I I ,� I 11 I I - , , 11 .1 -------- - - - --- ----.,-,- ---,-- �- --- I-.---� -- ---;� -.-----.-- ,�, - -------------- -- - I I I � � � � - .1 , . i I . I - � I ----- : , - - -- _- -------- - I —1-1-- �-- ------- --- ------------- � - I 11 I I � I . . I I : 11 I I I 11 11 - 11 � I I 11 I I - I I - ----------,-,----�-��--�---,----,------ ------------,��, � , ------------------- ---,--------------,----�-I- ..— ------ -- f j GENERAL N » NOTE, L NOTES OWNER BENCH AND STEP OPTIONS. SLOPE EARTH SURFACE 1 4 PER TABLE N0. 1 , 1.KEEP:SHOTCRETE GUNITE DAMP CONTINUOUSLY BOND BEAM HORIZONTAL BARS MAY BE - 1. THIS ONTI OUSLY FOR 14 DAYS AFTER INSTALLATION. „ S STANDARb:P00LS1RUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING ( ) DECKING 1 8 TO . "FOOT OR SLOPE EC G FORM THE STEPS-0R BENCHES.REINFORCING STEEL _ 2.D0 NOT TURN ON LIGHT WHEN POOL I P`1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO OR / OVER UNDER VERTICAL BARS. ' NON EXPANSIVE . EXPANSIVE NO DECK IGH EXP. BUILD G SURCHARGE POOL k'OR SPA SHAPE,:DEPTH AND DISTANCE TO PROPERTY LINE; SLOPES AND STRUCTURES,- S EMPTY. » /H -3.DO NOT USE BLACK RUBBER HOSE WHEN 2. REPRESENTATIVES ENGINEERING1 C. NOT P C ARE RELYING FILLING POOL IT MARKS THE PLASTER). SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH. 3 CLEAR FROM EARTH). T 4 'PER.FOOT AWAY FROM POOL. `TYPICAL INCLUDING ALL SPECIAL DETAILS. _ OF N HAVE INS E INSPECTED THE SITE & ON ( , ( ) / C INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE'1H ADEQUACY OF THIS AN -STEPS MAY BE:FORMED OF SHOTCRETE GUNITE .WITHIN E QU 2. THE EARTH MAY BE REMOVED AND BENCHES D ( ) A B C D " STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS.`SHOULD ITE CONDITIONS GLAZING IN HAZARDOUS LOCATIONS FA OF THE BENCHES AND STEPS IS OPTIONAL 2 STORY WOOD S THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE E APPROVED SEALANT RECOMMENDED PER ( VARY FROM THAT COVERED BY THIS STANDARD POOL<STRUCTURAL.PLAN, IT IS THE RESPONSIBILITY -WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH IBC SECTION 2406.4.5 FRAME BUILDING L. OF THE CONTRACTOR OR THE OWNER T NOTIFY P00 `ENGINEERINGIN . A OBTAIN APPUC DETAIL #8). REQUIRED W/ EXPANSIVE SOIL. 0 0 L C AND ABLE BASIC GRID 3 X. uINCLUDING LOCALLY ADOPTED AMENDMENTS. # 1500 00T MA SPECIALENGINEERING TABLE 1 TABLE 5 #� E GNEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID ONLY » COPING 1.GLAZING IN WALLS AND FENCES ENCLOSING INDOOR N » _ _ 0 AND OUTDOOR SWIMMING POOLS, HOT TUBS BARS A 12 O.C. FOR STATED EQUIVALENT FLUID_PRESSURES AND POOL ENGINEERING INC.iNC RECOMMENDS THAT THE r� BEAMco 'c cp co ` .AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT. BOND OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. DRAIN A, THE BOTTOM EDGE OF THE GLAZING ON THE POOL OR SPA SIDE IS LESS THAN 60 INCHES DETAIL 1 & 12 SEE E 3.THIS PLAN IS NOT VALID WITHOUT ADDITIONAL WHEN THE CONDITIONS AS C A WATER SURFACE. # # TABLE TABLE TABLE ABOVE A WALKING SURFACE ON 1HE:POOL OR SPA SIDE OF GLAZING; AND SHOWN IN DETAIL`3 AP P THE G G, DECKING. MINIMUM : # PLY ER IBC SECTION 1808.7.3. • APPROX. 3 BELOW . . ( ) B. THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY OF THE'WATER S EDGE OF A SWIMMING 4 THE STANDARD POOL STRUCTURAL PLAN I NOTINTENDEDT BE APP CABLE TO NON- WIDTH PER.LOCAL 4 BARS," 4 BARS.' 4 BARS. L L S 0 U B` E F G BOND BEAM. urw rr (3) #3 BARS. � ) #3 O #3 O #3"x" STRUCTURAL ITEMS:INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE POOL OR SPA. BUILDING CODE. W' ` r » d'� '30 P.C.F. 45 P.C.F.r z ¢ E.F.P. 4 P.C.F. 45 P.C.F. DECKING AND POOL GEOMETRIES. V� C Q Q Q 3 O MIN. �J� �J� �J� . _ � +� ENCLOSURES AND SAFETY DEVICES x o, _o : ¢ m 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT 3 VERTICAL¢ m VERTICAL VERTICAL VERTICAL_ z _, JDEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. I R FILLING,' �_ a D R C C C C . 1.PR 0 TO THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 4 MIN. HIGH N Q� J �. Q » D n STEEL STEEL STEEL STEEL., o = z 6. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 EDITION OF;THE INTERNATIONAL BUILDING CODE FENCING.& GATES WITH NO OPENINGS GREATER THAN 4. GATES TO BE SELF-CLOSING& : Q _ N Q� x o o c� o » » » » AND LOCAL ORDINANCES._ » m COPING w _ » » SELF- LATCHING i _ SELF TCHING WITH LATCH IN. F 4 HIGH. WERE VARIES FROM AL CODES, n F 3 3 ,' LA LA M 0 E E THIS LOCAL THE o w 30 1 0 3 ® 12 3 ® 12 3 3 12 3 3 o t2 I, r z 3 Q _ # # # # �- --� N 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC NO R.B.B. � o � o fn o _..._...-.... W __,_:.___ _. __. �; V _. LOCAL CODES SHALL PREVAIL. U___ _ _ - Ir 0 _. o « » » z „ , » CLR. ' STANDARD A R_ F � _ S ND 0 LOCAL CODES. "T"I' o,,,r � a c N x / 2.WFIEN RE UIRED BY THE BUILDING OFFlCIAL 'BA RIERS SHALL COMPLY WITH CTION 3109 r� N ti„wc IT � ¢ m � ¢ 3 6 1 0 3 3 3 3 Q R IBC SE r -----,---� --- ..----- -----_-. -�--w -- -..- 8. SIGNS &SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE MATH LOCAL CODES. � o .BENCH"STEPS » r » QU INCLUDING LOCALLY ADOPTED AMENDMENTS. m i / a- - g. PUB P PROVISIONS FOR ASSI TI o PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PR S S VE _ . 40 1 0 3 3 4 4 3.ENTRAPMENT AVOIDANCE AND SUCTION OUTLET DESIGN AND INSTALLATION SHALL COMPLY WITH 1 7 a Q SEE OPTIONS o - __... -__ __. __ _ 0 0 w DEVICES FOR THE DISABLED. _ / IBC SECTION 3109.5 AND ANSI APSP 7. UNDISTURBEb SOIL v> » / �.� ,r o » ABOVE -3 3 5 10.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITION ' DIMENSIONS AT JOB SITE. ¢ c 46 1 0 /z 5 CONDITIONS �, m rn f : 1500 PSF MIN. 11.POOL LENGTH'GRADER NOTED ON THE PLOT PLAN » BREAK LOCATIONS do DEPTH DIMENSIONS AS r r " » „ „ » -. � .........ten._..- :.,...-�":----µ J BEARING VALUE.: 3 4 ELECTRICAL AND PLUMBING E 5 0 1 6 #3 ® 6 #3 ® 6 - 5 #3 ® 6 5 3 ® 6 -SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL-POOLS OR Q _ # _-- _..�----- ------ 'APPLICABLE STATE AND LOCAL AND MANUFACTURERS.- .�_ " � 1 C L HEALTH.DEPARTMENTS.REGULATIONS A :ALL ELECTRICALSHA IN ONF MAN WI N I '� r » r » » ,. » ,. 1 SHALL BE CONFORMANCE CE 1H THE EC. INFLUENCE LINE - : •� 5 6 2 0 3 4 5 5 fz 'RECOMMENDATIONS, 2.P0 SHELL AND PERIMETER PAVED AND UNPAVED SURFACES A 1 i I OL ER P D SU CES SHALL BE BONDED N < ( C SHOTCREIE COVER 4. �.:.: - .. .__. ,� .__ � _._.�:,. _ FOR FOOTING 5 J,UNDER 12.WHERE I PREVENT M„ FREEZING TEMPERATURES OCCUR THE POOL SHALL BE WINTERIZED TO P EVE DAMAGE TO E � 0 � ,� » » „ r ACCORDANCE WITH NEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL 8E PROVIDED AS t G , s: f. SURCHARGE TO BE.CHANGED O P 6 0 2 6 3 4 6 5,� THE POOL STRUCTURE PLUMBING AND POOL EQUIPMENT. CONTACT LOCAL PROFESSIONAL FOR WATER ( I ( , P ��'__ -_m ,_ ,_,_ _ _M „___,. m;; - ,__„ ;, r SPECIFIED IN NEC 680.26 B 2 A OR 2 B AND SHALL BE ATTACHED TO THE POOL UNIFORMLY. F, PROPER WINTERIZATION PRO» » » PROCEDURES. LIGHT PER: a, 4. _ i � REINFORCING STEEL OR COPPER.CONDUCTOR GRID AT A MINIMUM OF FOUR 4 POINTS SEE TABLE 1 I AI 10. T » » ---• -- -- ----- _ UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL `DET L # ADD 3 ®12 O.C. r . »rip # �- 3.OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG MATH POOL BUILDING PERMIT. 5 _. 7 0 3 6 3 5 8 7,� . STRUCTURAL NOTES LONGITUDINAL ®TRANSITION ACTUAL DIG LINE MAT-", 4.ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND 1N m » » „ » » » 1. SOIL SHALL HAVE I HA BE PLAC DAGAINST . FOR EXP. SOILS.. VARY, LOCATE STEEL -, _ i � L LL VE A MINIMUM BEARING VALUE OF 1500 PSF.CONCRETES SHALL E � 7 6 4 0 3 5'� $/� 8� ACCORDANCE WITH LOCAL REGULATIONS. » I , _ _ ._ �: __ � �, UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90X COMPACT FILL THIS PLAN IS NOT f � 3 CLR FROM EARTH :.,�• 5.POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM.& A DRAIN. o » „ " Q TYP. FLOOR -.,. SUITAB WHER P OM I MI AR 01 'CONDITI �. _ � LE E OTENnAL EXISTS FOR DIFFERENTIAL MOVEMENT FR D SSI L S L ONS 4 I 8 0 4 6 3 6 9 8/t 6.BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. STEEL BASKET IS NOT REQUIRED » SURCHARGE CONDITION : » _. - .�._,� .� _ _.n _,... _ � _.� _,�. UNDER POOL,`.SUCH AS CUT FILL TRANSITIONS. 6 THICK MIN. SHOTC UNI r VERTICAL STEEL. I_ .� RETE G TE ( ) 24 MIN. 7:POOL SPA WATER HEATER AND GAS PIPING INSTALLATION 70 BE IN CONFORMANCE WITH THE USE TABLE t SCHEDULE D , » r » » » „ rr / » r c, _ 3 g g g� , 2. ALL REINFORCING.STEEL SHALL BE DEFORMED BARS k CONFORM TO ASTM A615 GRADE 40 FOR SEE TABLE 1 S 6 5 0 fi „ DRAIN PIPE SHALL NOT - W 3 BARS ®12 O.C. IBC. _ EXTEND WALL" `BARS AND BARS. SPLICES TO BE LAPPED A MINIMUM OF 24. MINIMUM CLEARANCE BETWEEN (BUILDING SURCHARGE) WHEN: #4 8:CONIRACTOR 1S ADVISED TO REFER TO SECTION 3109.5 OF THE INTERNATIONAL BUILDING CODE ENCROACH INTO GUNIIE SHELL EACH DIRECTION _ HORIZONTAL STEEL REINF. INTO FLOOR. PARALLEL BARS IS 2 1 2. SETBACK TO BUILDING FOUNDATION / _ - 3. 1 4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF 2 '3 BARS -WITH THE EXCEPTION AND ANSI APSP 7 FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM. 3 BARS ®12 O.C. Q CIRCULATION DRAINS. =W IS LESS THAN POOL DEPTH. # 5G IENCAPSULATEDWI A NONCON UCnVE COMPOUND PROVISIONS IN HIGH WATER TABLE, INSTALL (30 MIN FOR TABLE ) INDICATES TYPICAL RADIUS ACTUAL RADIUS „ 9-SHALL REINFORCING FOR STEEL IS EWITH D NO DECK OR HIGH THAT iF R R MAXIMUM SPACING IS 4 S T 8 0. .BARS ARE USED FOR THE BASIC GRID;::THE A BAR A i C. PROVIDE 2 ANTI VORTEX CIRCULATION DRAINS PER PUMP, #4 # SHALL 8E MADE FOR AN ALTERNATIVE MEANS TO ELIMINATE VOLTAGE GRADIENTS THAT WOULD O HYDROSTATIC VALVE AND ROCK .. » MAY VARY SEE STRUCTURAL NOTE 12 r # ) EXPANSIVE SOIL 4 THE N TABLES U NFORCEMENT,FOR CONVENIENCE OF THE _ PLAN ABLE SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. OTHERWISE BE PROVIDED BY BONDED REINFORCING STEEL COVERED WITH APPROVED A.S.M.E.:STANDARD A112:19.8 6 HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5 0 FROM THE TOP OF THE POOL' , PACK AT LOW POINT. ( INSTALLER THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE ANTI-ENTRAPMENT GRATES,THAT ARE:HYDRAULICALLY - MASONRY SCREEN OR GARDEN WALL (RAISED OR NOT RAISED). D IS DISTANCE DOWN BUILDING FOOTING » 'POOL STRUCiURE. BALANCED AND SYMMETRICALLY PLUMBED THROUGH T" WALL DOES NOT RE DIRE r » FROM TOP OF POOL WALL Q SURCHARGE 5. GROUNDING ONDING PER THE LATEST ADOPTED EDITION Of THE NATIONAL ELECTRICAL CODE OF FITTINGS.i DRAINS SHALL BE SEPARATED BY THREE FEET IN �k IF POOL WALL HEIGHT DOES.NOT EXCEED 5 0-THEN N0 ADDITIONAL SURCHARGE DETAIL THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. ) ANY DIMENSION.SEE ELECTRICAL AND PLUMBING NOTE 8. BARS ARE REQUIRED. DOES NOT APPLY TO SUPPLEMENT DETAILS 6.'SHOTCRETE GUNITE TO BE IN CONFORMANCE WITH IBC SECTION 1908 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI sAT 28 DAYS. 7. WH CONFORMANCE WI CI 318 CHAPTER 4 ERE APPLICABLE, SHOTCRETE(GUNITE);TO BE IN CONFO M NCE WIT-1 A R , N. .S.T N.T.S. DURABILITY REQUIREMENTS.CONCRETE THAT WILL EXPOSED TO FREEZING AND THAWING DEICING TYPICAL LONGITUDINAL SECTION 2 STANDARD WALL SECTION . r 1 CHEMICALS OR OTHER EXPOSURE CONDITIONS SHALL COMPLY WITH ACI 318 TABLES 4.2.1 AND 4.3.1: CONCRETE EXPOSED TO FREEZING AND THAWING OR DEICING CHEMICALS SHALL BE AIR ENTRAINED p , IN ACCORDANCE WITH ACI 318 TABLE 4.4.1. CONCRETE THAT.WILL BE SUBJECT TO THE FOLLOWING TO OF TOE OF OR OTHER NOTE. _ SPECIAL DETAIL REQUIRED. EXPOSURES SHALL CONFORM TO THE CORRESPONDING MAXIMUM'WATER CEMENTITIOUS MATERIALS WHEN`ACTUAL SITE CONDITIONS EXCEED SLOPE SURCHARGE CONDITIONS PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS OF ACI 318, WHEN LESS THAN 10 THE LIMITATIONS BELOW OR ADDITIONAL SEE GENERAL NOTES 3 BEHIND POOL WALL SECTION 4.2.1; CONCRETE INTENDED TO HAVE LOW PERMEABILITY WHERE EXPOSED TO WATER, ( # ) SURCHARGES NOT COVERED BY THIS BOND BEAM PER „ _ CONCRETE EXPOSED TO FREEZING AND THAWING IN A MOIST CONDITION OR DEICER CHEMICALS, OR PLAN ARE PRESENT ADDITIONAL DETAILS 1 & 12 z 1 4 PER NON EXPANSIVE EXPANSIVE NO DECK/NIGH EXP. # # ,.�- / `CONCRETE WITH REINFORCEMENT WHERE THE CONCRETE IS EXPOSED TO CHLORIDES FROM DEICING SURCHARGE DETAILS ARE REQUIRED. z . w, _ FOOT, CHEMICALS, SALT,:SALT WATER, BRACKISH WATER,:SEAWATER OR SPRAY FROM THESE SOURCES.. . - p N0S E F I � j 8. CEMENT SHALL CONFORM TO IBC SECTION 1903.1; ACI 318 SECTION 3.2, do ASTM C 150. ••�•.n.rrn.Y I. I fl 9.'SHOTCRETE GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.2.1 SPECIAL DETAIL REQUIRED !D--)r / . ¢ E.F.P. 30 P.C.F. 45 P.C.F. 67-4 P.C.F.w p Q (1)'#3�TOP FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIALWHEN LESS THAN POOL DEPTH OR H 4 m/ x w10:KE P'CONCR DAMP C, E ElE ONTINUOUSLY fOR;14 DAYS¢ m VERTICAL VERTICAL` RTICA VE L0WA P 7.5 MAX. H 4' TER ROOFlNG REC OMMENDED. D C ( / ) z E' C C 1 LALL INTERIOR,SURFACES OF POOL SPA SHALL BE COATED MATH A WATER PROOF SURFACE: SPECIAL DETAIL REQUIRED" ,. o o STEEL STEELSTEEL /, w »HORIZ. STEEL z 12.FLOOR TO WALL-TRANSITION RADIUS MAY'VARY DEPENDING ON CONTRACTOR:OR OWNER DESIGN co m � „6 C.M.U. W » » WHEN LESS THAN H 6 0_ » » » ./ " / -3 _ ar a,; m 3 6 3 ®12 3 3 ® 12 3 3 ®12 INTENL RADIUS SHALL NOT BE LESS THAN i FOOT AND SHALL NOT EXCEED 5 FEET. C BARS ® 12 O - ti # _ # _ # I(10 MIN., 20 MAX.) N� #3 VERT.$AR ®24 O.C. -- 13.IN AREAS W1TIi S01L CONDITIONS.SUBJECT TO FROST-HEAVE;.THE FOLLOWING REQUIREMENTS APPLY: ;`� ® '�) - n o „ » » „Q - SOUb;GROUT. 4 0 3 3 4 _ a IN:ACCORDANCE WITH IBC SECTION 1809.5 THE ENTIRE BOTTOM OF POOL STRUCTURE AND OR .,. PLUMBING ALTERNATIVE _ MUST EXTEND BELOW THE:FROST LINE OF,THE LOCALITY. o i 3 46 3 5 /t yp ALTERNATIVELY, . BEAM LOCATION W. b AL1E VEL WHERE DAMAGE TO THE POOL STRUCTURES PLUMBING ADJACENT STRUCTURES PER I.B.C. SECTION 1808.7.3 _ BOND BEAM _ 2 _ „ . „ AND SURFACE IMPROVEMENTS IS A CONCERN, SELF DRAINING GRANULAR BACKFlLL'MAY BEiYo „� WATER 50 3 #3 06 3�/z #3 06 5 #3 06 EXTENDED BELOW THE FROST-UNE WITH A MEANS TO PRECLUDE BUILD-UP OF WATER: z LINE. e VERTICAL STEEL W � »- _ q . VERT. STEEL I / g ADDITIONAL SPECIAL DETAILS » 56 3 4 6 T 24 MIN. EMBED. :.:. -�.� � a _ SEE ABLE 5e I N.T.S. , SURCHARGE CONDITIONS » » � CON IONS. 3` SCHEDULES F oR G 6 0 3 5 7 RE UIRED "FOR CONDITIONS ABOVE E. 11fP. HORIZ. STEEL 3 C 6 _. 1 F CLR, C 3 01 REFER TO AMERI AN NATIONAL . .. « „ » C ONAL STANDARD FOR RESIDENTIAL IN GROUND SWIMMING POOLS PUBLISHED Y 5 6 8 , 70 3 � 4 AMERICAN NAliONAI STANDARD IN CLR. STITUTE (ANSI)'AND THE ASSOCIATION OF POOL AN P 'PR D SPA PROFESSIONALS (APSP) ,, „ _. � 6 fz, s 8 6 _,7 8 1 BEACH ENTRY SHALLOW SHELF REEF 0 fi p STEEL AND SHOTCRETE MASONRY NOTES. _ _ _e GUNITE THICKNESS PER » + " " A ( ) (EXPOSED 0 WEATHER .TYPE II NON-MOISTURE 8 6 7 8 93411, ' a 1. CONCRETE BLOCK SHALL BE GRADE N (EXP S T ), ( � , r o APPROPRIATE WALL, _ .CONTROLLED NORMAL WEIGHT UNITS 135 PCF CONFORMING TO 16C'SEC,2103; AND „, „ ' . ..:SCHEDULE:. _ ,, - 9 0 _ 8 9 10% 1 '4 __ .� ASTM C 90:ALL CONCRETE BLOCK SHALL HAVE•A DESIGN STRENGTH OF fm - 1500 PSI. 0 f : „ » » » z z I 2. GROUT SHALL CONFORM TO IBC SEC. 2103 do A§TM C 476 WITH Fc 2 0O0 PSI. SEE IBC 9 6 9 '10 Q _ o c POOL FLOOR.THICKNESS � BaYll3table`B]!tl, .D i L. TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS. g Dept _ �. ao MAY VARY TO ACHIEVE �0 1010119 11 12 3. MORTAR SHALL BE TYPE M WITH Pc 1800 psi AND SHALL CONFORM TO IBC SEC 2103 ._�._ .� ,-. _...F.�. r o DESIRED WATER DEPTH. ---_= - - « � � � oved y,�,. i _ k ASTM C 270: SEE IBC TABLES 2103.8(1),(2)FOR PROPORTION AND 11 0 9 <11 12/� �p '�7 -•�s..� SPECIFICATIONS. V - Pe /�' Z�r L �1 tT SEE STRUCTURAL NOiE; 1 � I�tT,lt�. # t MAINTAIN 18 MIN. EMBEDMENT INTO BY THE USE OF THIS PLAN, THE USER AC_ L E KNOWLEDGES.THAT HE SHALLOW FEATURES N.T.S. N.T.S. 4 RAISED BOND BEAM 5 NOTES 6 : UNDISTURBED OR 90% COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. PROPER RIG HTS gi1S TO ALL DRAWINGS,NOTE. « » 9 & LARGER 5, BOND BEAM PER TABLE 6-8 BRICK OR PRECAST ID DETAILS NOTES do SPECIFICATIONS EITHER COPIES _ Eas. , SPA AIR LINE 2 2 NO. 1 & DETAIL 12. CONCRETE COPING. » OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO _ 912 / THIS DESIGN ARE THE MAY BE LOOPED i / 3RD AND/OR 4TH _ „ PROPERTY SOLEY OF POOL: . „ INTO SPA BOND c� a� - � ,.__ _ _ EXPANSION IN to 12 .BAR LOCATION z LEVEL TOP OF GUNITE` 4 0 MIN. E NS ON JOINT & SEALANT ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID x M BEAM. MAINTAIN _. 2 3 � MAY.VARY TO COPYRIGHTED MATERIALS, DRAWINGS.a A e O # x 4 3 BARS : REQ D. FOR EXPANSIVE SOILS. co ALS D WI GS REPRESENTATIONS, Q , W GROUT& PLACE z / r , � IDEAS DETAILS AND SPECIFICATIONS EITHER ORIGINAL 1 CLR. TO REINF: » BARS. 1 PROVIDE 2 1 L OR ¢ � DECKING ELECTRICAL-J BOX. PER DETAIL #8 _ /2 � � 6 „ 15 FELT OR 4 MIL �- � M COPIES THEREOF • _ # 10 BE MADE, COPIED OR ALTERED 8Y N CLR. BETWEEN 0 1 MIN. CLR. w x L.` ANY PERSON BUSINESS OR CORPORATION A,-, THICK:.. #3 BARS VISQUEEN ON TOP. ' 8 MIN. ABOVE, w B VE DECK; WATER Q i COPING „ PARALLEL MAY ONLY BE AROUND ALL _ LLEL BARS. 3 , BOND BEAM W 4 AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION � 12 O.C. � _ FINISH B /O #3 BARS co �I. ;�f w SPA LIGHT' N BARS 12 LINE OR FLOOD LINE WHICH PIPES. m OF POOL ENGINEERING INC. BY THE USE OF THIS PLAN � PER DETAIL T & 12' DECKING. .a EA. WAY. GRADE. # # o O.C. EA. WAY. EVER IS GREATER. �-�� TILE THE USER ACKNOWLEDGES THAT HE HAS READ d: o .� 1 r O SKIMMER _ UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. BON A . EQ. £Q. » D BEAM PER TABLE N0. 1. ' WATER E - - . „ WATER COVER. ( _ ee p 24 , : \\ _ _ � I PLUMBING MAY BE.LOCATED LINE 3 BOND BEAM HORIZONTAL 6:, LINE \ " L REINFORCING PER DETAIL 10. 1N BOND BEAM LOWER CORNER # (2) #3 BARS. \ , LAP r 2 1 2 CALLS BY. „ \ / a A.J.C. _. .. Z i - MIN. ,�.f, c.> o BARS MAY OVER OR' �, \ COMPACTED 3 NOT REQUIRED IF 6 MIN. \ < MAINTAIN i CLR. TO REINF. z 1 _ w o \ ¢ .CLR. UNDER VERTICAL,BARS. ' , .BEND \ w CLEAR PROVIDED. � FILL x m CLR. �\ z a „ BOND N DRAWN BY: 5 MIN.- T:L.L. _., ., z ao _. - q l w z , +24 MIN:`LAP 1 » a AROUND ALL BEAM \�! _ w 0- to p : ¢ : - Q 8 _ INTO SPA FLOOR 3 BARS � - I CIRCULATION DRAINS. --. -- _ J UNDER �# �� \ � r, PRECAST COPING OR BRICK „ r r _- _.. 3 rn _ x 1_. CHECKED'BY. R.L.L._ .. F Ii � � - OR POOL WALL ®12 O.C. 2 3 Z BARS �Y \N o 'PROVIDE 2 ANTI VORTEX CIRCULATION DRAINS.PER PUMP _: _ O # -: SKIMMER. ¢ O M � ) r � I �..a S COPPER \ ¢� , # M 6 < m 2 BR EA. WAY. .. � x 3 BARS COVERED WITH APPROVED A.S.M.E. ANTI ENTRAPMENT GRATES Q O # r GROUND WIRE ��� , _ \9 �`' Q AT TH ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY cn "� � FOR USE ONLY AT - a / - _ VENEER. . 6 A _ L w DAM AP TO NF PLUMBED THROUGH T" FITTINGS. DRAINS SHALL DAM WALL L IN SPA REI BE I SECTION AT SKIMMER � „ N.E.C.NAPPROVED--I _ - i t 214 Elliott Rd SEPARATED BY THREE FEET IN ANY DIMENSION.'SEE HORIZ. BAR _ FIXTURE Fc" �, 12 DAM LAP INSIDE,BARS INTO SPA REINF. A ao VERT. STEEL ELECTRICAL AND PLUMBING NOTE 7. LAP SPLICE.I CONDUIT. LENS , F LAP OUTSIDE`BARS INTO POOL REINF. y .\ 45 OR 90. > - r@I�i`eC1(rlle M 2632 24 O 6 RECESSED 1 o I_ �11LE ' 2 3 BARS _ 9 POOL N O ? BOND BEAM PER MI . # _ MI LIGHT.: J ; SPA DETAILS MAY BE USED A ' A... e: E CH WAY � N.T.S. LAP P TABLE NO. 1. PLASTER SPA DETAILS , 7 AROUND FOR<$PAS WITHOU P ND NICHE. 18 MIN. _ <v T OOLS. �» _ o OF - LAP TYP.r � 1» CLR. 5 RO K OR BRI K OT 4 0 MIN, IMPERVIOUS � C C N CH I . DECK G »- ' � WOOD PO ST � 6- APPROVED SEALANT i MIN. DEPTH TOCfD fi » VERT. STEEL ATTACHED R PATIO.COVE SLOPE 1 8-1 4 _ - R .a REQUIRED INSTALL PER MANUFACTURER »Q / / MAX. 3 ®6 ;O.C, AX. DEAD + LIVE LOAD 2000 Ib. ,n PER FOOT � - CIVIL« , 31 2 DRAIN 2 3 BARS. - , O # DEEP BELOW. OR ' � / � � NOTES. 2 Nn.49394 I. LEVEL TOP OF BOND BEAM ROCK ON BOND BEAM. o e o.r_ 5 , 1. INSTALL NO. 8 4'COPPER (MOUND NARf FROM LIGHT NICHE TO f _I I _. WITH GROUT &'PLACE 15 z w v # a ,. _.., HORIZONTAL.S 4 TEEL � I ! TE w NOTE. S _BRASS CONDUIT L T TO POOL REBAR H OR NON METAWC » ,» FELT 4M;r E OR IL-VIS UEEN ON J Q w 5 MIN. ZILV. S MPSON POST BASE.�r� 3 BAR ®' 2 :r 3 LR.�M S 1 O.C.OYP. M .I Z R N � SATURATION PROVIDE CONTROL.JOINTS _ _' C # s CONDUIT CAN s a BE USED.WITH INSUUIED No: 8 COP.. �j - PER:WIRE TOP OF BOND BEAM. t �" o ONAL v, : BOND PER ELECTRICAL .&11 TYPICAL WHERE APPROPRIA TYPICAL. c�o RECOMMENDED TE. INTERIOR W TERI APPROVED POTTING COMPOUND PER THE , w w � / N.E.C. • PLUMBING NOTE 2. PRIOR TO NOTE. Ir _ 2:SWIMMING POOL LIGHTING L_J 1 . I FIXTURES SHALL COMPLY TMTN . S POURING DECK. �r EXTRA REINFORCING TO EXTEND � ' -•PLAN AT SKIMMER MASiIC S MMER APPLICABLE UNDERWRITERS';LABORATORIES RE IREMENTS � REQUIREMENTS 3 1 2 MIN. CONC:bECKING. . 624 MIN. EACH SIDE OF RAMP. / a REMAINDER OF JOINT iN STYROFOAM OR -.- E PLAN D ONLY .WITH WET OTHER EXP. FOR:FOR LIGHTING FIXTURES U.L STANDARD 676. E_. : 111E _ TH . CONCRETE SHALL � STAMP<dc ENGINEER'S...SIGNATURE FOOTING RECOMMENDED NOT TOUCH COPING, 0 BOND BEAM OR CANTILEVER CONCRETE s FOR EXPANSIVE solLs. IN RED INK ON :PLAN. .... 1 ADJACENT STRUCTURES.. AUTHORIZED SIGNATURES: IN EXPAN SIVE VE SOILS WHERE MIN DECK RE Ml'S Q , TODD L LACHER' P.E. N.T.S. N.T.S. EXPANSIVE SOIL N.T.DETAILS ALlN.T.S. ARE NOT MET,uSE, 8' SKIMMER :DETAIL S T TABLE 1, SCHEDULE C 9 EC ION AT LIGHT 10 FREESTANDING POOL WALL 1 BOND BEAM : DETAILS 1121 CHRIS BIEDENBACH, P.E. SHEET' pool 1201 N.Tustin Ave. PREPARED N STAN DARD P OOL 1 ACCORDANCE WITH Anaheim California 92807 8 ' 2015 , engine erin gINTERNATI INTERNATIONAL BUILDING CODE Fax 714 630 6 114 1 , Phone: 714630-61 00STRUCTURALPLAN 10,0 www.pooleng.com COPYRIGHT 2016 POOL ENGINE ERING INC.