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0095 SUMMERBELL AVENUE - Health
95 SUMMERBELL AVENUE � Centerville ,- A = 226 — 059 -, t t OmifforcreNO. 1521/3 ORA 4-310% a t f { TOWN OF BARNSTABLE LOCATION (757 k7 T I ✓ SEWAGE# �.� y' y r VILLAGE G -crtg-u- ,r-- ASSESSOR'S MAP&PARCEL n.2 G- - o �, o ;t z -ci INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY Ca e e LEACHING FACILITY: (type) ,L (size) NO.OF BEDROOMS 3 St v 0(QNn OWNER . ry » P� (Tre ah 4yeeW4 E441,e��✓Tl PERMIT DATE: f/� 6' /7 COMPLIANCE DATE: y Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY CC-CC A pvt, eeiF 5 cj t A ocisc, ` .5vni► et5,eft LOA �. o r IN �v OCR." ®� we 3 36 l � . v Love) No. 64U I C� 7 I /� [< ., /` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in c pu er: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes �S�y 2ppliLation for Disposal *pstem Construction permit \Application for a Permit to Construct( ) Repair(l<Upgrade( ) Aband ) ❑Complete System ❑Individual Components Location Address or Lot No.95�k*hetzRt. fezer s Name,Address,and Tel.No. � Assessor's Map/Parcel 2X—crs 22j(oj�_C IiV& (9mf w Installer's Name,Address,and Tel.No. .lam mo,Si Designer's Name,Address,and Tel.No. Tb Vc*-3Q+ T&a� OSTL�[vlct.,�,/ ��( �cts.•.(�� P ` W.RukOv7 , Type of Building: Y � r Dwelling No.of Bedrooms 'Z Lot Size sq.ft. Garbage Grinder( ) PC) Other Type of Building OlA No.of Persons /A Showers( ) Cafeteria( ) Other Fixtures m LA Design Flow(min.required) Z 20 gpd Design flow provided 33—6 gpd Plan Date IN 13ji?j Number of sheets Revision Date t Title c717E r LAN f 04-Ndet:-, I�"Z1' IL. �+ Size of Septic Tank 1� Type of S.A.S. !�l t2� W C l-* Pt PA Description of Soil A cNL, '✓CCt�&&?y L.WV% B �,�+y�1Q:�f�1•J�y ('C��l`1 _ C(-'t:2 .t C?j �yB�S Nature of Repairs or Alterations(Answer when applicable) VPGf44't>E' 14t+Aj Sep i�,c Sir s� Date last inspected: N `A Agreement: ` The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and o place the system in operation until a Certificate of Compliance has been issued by this Bo rd o ea a � i Date0--Y/ s Application Approved by Date l Application Disapproved by Date for the following reasons Permit No. Date Issued • No._ `k��� ' l I (� �5,� ��C _ � /' Fee �u11A1f1 THE COMMONWEALTHS OF MASSACHUSETTS Entered in toper: 1 PUBLIC HEALTH DIVISION -,TOWN"OF BARNSTABLE, MASSACHUSETTS � 'Yes 2pplitation for -MisposaY *psom Construction Permit 1' Application for a Permit to Construct Repair U ade Aband pp ( ) p (l/� pgr ( ) („) ❑Complete System ❑Individual Components Location Address or Lot No.9,5 5u,4 M E12S$EZ•L Aj�r A wner s iNaame,Address,and Tel.No. Assessor's Map/Parcel 2?-C-c)G ZZ�-QS"i Y?I Nc �/�< Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. O� 3�4 770 MA,,- Si, g p f�ZT��2 9cNt = 051�u1e-La h/� �, �/j-►.ave2s- GtJ, (-�4LatU✓�, � Type of Building: Dwelling No.of Bedrooms z Lot Size JV 10 sq.ft. Garbage Grinder( ) �U Other Type of Building IJ/A No.of Persons N A Showers( ) Cafeteria( �) Other Fixtures m LA Design Flow(min.required) Z Zd gpd Design flow provided 3 3 3 gpd Plan Date /0 1? 1 3 Number of sheets Revision Date - i Title 51 1,- Fe /n,, FZ OM ET, I� Size of Septic Tank /SZ)0 Type of S.A.S. f'-1 em W,7-1 Description of Soil A 6 ,6Z `j- tZ7�i (CJ `17 (� /tc�if �2 �/�tJ�., ('CAy`7 0-C Z 41'-3 c 1i Ks Nature of Repairs or Alterations(Answer when applicable) 2 ��1 S77JJC �r S e�i1 C 5�(s 72F�', - Date last inspected: /A - Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and o place the system in operation until a Certificate of Compliance has been issued by this Bo d o eah . J a J jS i e Date 5 Application Approved by t Date Application Disapproved by Date for the following reasons xA Permit No. Date Issued ----------------------------'` ------------------------------------------------------ -----------------------------==----------- THE COMMONWEALTH OF MASSACHUSETTS ,+ BARNSTABLE,MASSACHUSETTS (Urtifirate of Compliance e' THIS IS TO CERTIFY,Zthe On-site Sewage Disposal system Constructed( ) Repaired y\' UpgradedAbandoned( )by G� r (e i at uM , r has been const ucted accor with the pr visiori Title/5d the for Disposal System Construction Permit No. d Installer Designer �U�,.�( t h�l✓7 'r,✓✓ it bedrooms Approved des' n flog 0 and The issuance of this p rmit shall not be construed as a guarantee that the system w' 1 fun �i,n as de gned. , Date j Inspector IV ��• ----------------------------------------------------------- �4� No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Mis' posal *pstent Construction 3permit Permission is hereby granted to Construct( ) Repair( ) U grade( ) Aban on( ) System located at n and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constructi h�f b�eempleted within three years of the date of this permit. Date Approved by 1 Town of Barnstable Regulatory Services Richard V. Scali,Interim Director Y eaaxsen19A M^S& Public Health Division 039. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 111b5lit4 Sewage Permit# 2.04-029 Assessor's Map\Parcel 2Z&-Zc> Designer: J x. �dmey _ (tutu , m Installer: Address: F 0,go, 36� Address: e� 014 alrn©u, Q 2_3, e17c - Pp,- 'T r 1 XVJ&STB"'L f�t"%-,J�A On 1 t-®-5-1+ >0 as issued a perm5t to install a OU146 (date) I (installer) septic system at 9 15 ,�nww�_�pu b based on a design drawn by (address) dated i o 3 rem o 11 1!0� I1+ / (design r) ✓ I certifythat the septic stem referenced above was installed substantial) according to P Y Y g the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the syste referenced above was constructed in compliance with the terms of the IAA approval 1 ers(if applicable) 5, •_,,,,gin„ A A of (Installer s lgnature) r�0.35':01 signer's Signature) A� vs1g °s5tam Here ( �r,L P ) PLEASk RETURN TO B STABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc UJ U:,f g u ILLS c�' V u ^'• r�'�� t Message Page 1 of 1 Miorandi, Donna From: Houghton, David Sent: Friday, October 31, 2014 4:50 PM To: Weil, Ruth; Miorandi, Donna Subject: RE: EASEMENT APPROVAL yes on 2/10/2014 -----Original Message----- From: Weil, Ruth Sent: Friday, October 31, 2014 4:40 PM To: Miorandi, Donna; Houghton, David Subject: Re: EASEMENT APPROVAL Is this the Gahan property?If so, I believe David approved it. I will let him jump in. Sent from my iPhone On Oct 31, 2014, at 4:25 PM, "Miorandi, Donna" <Donna.Miorandiptown.barnstable.ma.us> wrote: Hi Ruth : Have you approved the easement for the property of 95 Summberbell Ave & 90 Ocean Ave., Craigville? Donna Miorandi 11/3/2014 J.E. LANDERS-CAULEY, P.E. CIVIL • ENVIRONMENTAL ENGINEERING P.O. Box 364•W. Falmouth, Massachusetts 02574 Phone 508.540.7733 • 508•540•3022 `�// E-M 1�landersca@ ol.com 093344 DATE 020 I T Boa NO. ATTENTIONTO ,p WE ARE SENDING YOU B Attached ❑ Under separate cover via a the following Items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES eATE NO. DESCRIPTION r a,3 13 6 If 4( C� as N _ CV CL THESE ARE TRANSMITTED `sFchecked below: t ti Cw ❑ fft approva ❑ Approved as submitted ❑ Resubmit copies for approval ❑ �? your us ❑ Approved as noted ElSubmit copies for distribution As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. t '1 1 t5 t rq, DATE: c� Ff�/" FSS BArnyvgrABn.E. 9 MASS. A 16S9 ��� � � REC. By- �To n of Barnstable l i" SCHED. DATE: ( ? //� � Board of Health 200 Main Street, Hyannis 1VIA 02601 Office: SO8-3624644 Rayne A.Miller.M.D. FAX: 505-790-6304 Junichi Sawayanagi Paul J.Canniff.D.M.D. VARIANCE REQUEST FOR AI LOCATION Property Address: 9- 1�> Assessor's Map and Parcel Number: i Z2 9 Size of Lot: 1U Wetlands Within 300 Ft. Yes -J� Business Nance: O l o, No Subdivisiqn Name: APPLICANT'S NAME: -A&ie-�.;a Or-a&- CALL Phone Did the owner of the property authorize you to represent hire or 1 r? Yes No _ PROPERTY OWNER'S NAME CONTACT PERSON Marne: A 21Name: j A,�, �D'O V eAZS-- 1 ' nn 1 Address: c 4,0 tM zt, AeU0!�(JPV Address: 0-j3c�C� 1 � rj 5,141r TT �---r t Phone: - �� Phone C�.-54c-37a VARIANCE FROM REGULATION(List aea.) REASON FOR VARIANCE(May attach if more space needed) a ia0 4--ri©n9 C. -=t NATURE OF WORK: House Addition ❑ House Renovation � Repair of Fai _ eptic Symm Checklist (to be completed by office staff-person recen,ing variance request application?) w y -- c / Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven('y)page checklist confirming review of engineered septic system plan by submitting enginee or regtsterecHitnitaridn s Fow'(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restau am kitchen platys) 5�` Signed letter stating that the property owner authorized you to represent huv:lier for this request ` J _✓ Applicant tunderstands that the abutters must be notified by certified mail at least ten days prior to meeting dat at applicant pens;4•,(for(y Title V and'or local.sewage regulation variances only) I Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification reneieals-grease trap variance renewals[same ouner.lessee on1�-]. I outside diming variance renewals[same ouver leasee only].and variances to repair failed sewage disposal systems[only if no expansion to the / building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Rayne Miller,Chaimnary NOT APPROVED Junichi Sateayanagi REASON FOR DISAPPROVAL Patil J.Canniff D.M.D. C \Users\decollik\AppData\Local\Microsoft\Windorzs\Temporary Internet Files\Content Out1ook\BAJ9P9B7\VARIREQ DOC — t Doc: 1 F 257 P 146 10-29-2014 11 i :22 B R TABLE LAND COURT REGISTRY ONDIAO'7� Town of Barnstable Zoning Board of Appeal,, Decision and Notice 10-29-2014 64 10 - 4- CX Special Permit 2014-003-Gahan § 240-131(D)(2) -Change, Expansion or Alteration by Special Permit For addition an alteration of an existing single-family dwelling Summary: Granted with Conditions Petitioner: John W. Gahan III & Catherine Gahan 7 Oldham Road, Arlington, MA 02474 Property Address: 95 Summerbell Ave, Centerville Assessor's Map/Parcel: 226/060 _. _.,_. ... Zoning: �-Crdigville Beach District-Craigville Village Neighborhood" ry 12, 2014 February Hearing Date: - ' Recording Information: Deed: Certificate_No. 109860 Land Court Plan: 22981-A Background In Appeal 2014-003,.John and Catherine Gahan sought a Special Permit under Section 240- �� 131.4(D), which allows for expansion and alterations of existing dwellings. The proposed alterations and additions did not conform to;the current setback requirements of the district, and thus a special permit was required. The Applicant proposed to renovate, expand and alter the existing dwelling at 95 Summerbell Avenue by.installing a new foundation, resulting in elevation of the existing dwelling; enclosing 54 sq.ft on first floor; construct a 150 sq.ft second-floor addition; constructing a roof deck; adding second-floor shed dormer on left (Summerbell) elevation; adding an entrance on a newly- \ �. exposed walkout fagade and finishing 114 sq.ft in the basement; constructing a new "stoop"/stairs at rear of dwelling (46 sq.ft); constructing a new outdoor shower (19 sq.ft); and enlarging the rear patio (91 sq.ft) and adding new stairs;to the below-grade level. After the renovations, the dwelling was \ proposed to have two bedrooms. A new Title V septic system was proposed partially on the adjacent property, 90 Ocean Avenue, belonging to the Christian Camp Meeting Association. :�I' The subject property is 3,010 sq.ft in area. The lot is improved with a single-family dwelling, i constructed in 1890. The structure is a 1'/2 story, wood frame dwelling with 3 bedrooms. The -� dwelling currently has 1,284 sq'ft of gross floor area. It is habitable only on the first and second rt floors and has a basement crawl space. it is currently served by an on-site cesspool. The propey `� falls outside of the Craigville Christian Camp National Register Historic District. It is within the � Craigville Beach District, an area designated by the Cape Cod Commission as a District of Critical m Planning Concern. -� Procedural & Hearing Summary -003, filed by John and Catherine Gahan, to allow for expansion and Special Permit No. 2014 alteration of an existing dwelling at 95 Summerbell'Avenue was filed at the Town Clerk's office and �- office of the Zoning Board of Appeals on December 3, 2013. A public hearing before the Zoning J Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on February 12, 2014 at which time the Board found to grant the Special Permit subject to conditions. Board Members deciding this appeal were Chair Craig G. Larson, Brian Florence, George T. Zevitas, David A. Hirsch, and Herbert K. Bodensiek. Board 'member Alex Rodolakis recused himself. The Applicant, John Gahan, represented himself before the Board. Steve Cook of Cotuit Bay Design was also present. Mr. Gahan stated that the objective of the project was to make the house livable year-round and that they are trying to upgrade and renovate the house and add a bathroom on the second floor.. He confirmed they had approvals from the Barnstable Historical Commission and BoaTd of Health. Steve Cook provided an overview of the proposal. He provided a summary of i 1 Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Peranit No.2014-003—Gahan the proposed construction and outlined for the Board how it met the requirements for gross square footage, building coverage and lot coverage. He reviewed the elevations and submitted a landscape plan to the Board. The Board and the Applicant discussed the proposal for the roof deck, and it was clarified that it was limited to 50 square feet and, relief was not available from this requirement. The Board clarified that only two bedrooms were proposed, but the Board of Health and the associated deed restriction, allowed three bedrooms. The Board Chair requested public comment and no one spoke. Findings of Fact At the hearing on February 12, 2014, the Board unanimously made the following findings of fact for Appeal 2014-003, a request for all special permit filed by John and Catherine Gahan for expansions and alterations of an existing dwelling within the required setback at 95 Summerbell Avenue, Centerville: 1. John W. Gahan III and Catherine Gahan have petitioned for a Special Permit pursuant to §240- 131.4(D)(2) to remodel and construct a new addition to an existing single-family dwelling. The property is located at 95 Summerbell Avenue, Centerville, MA as shown on Assessor's Map 226 as Parcel 060. It is in the Craigville Beach Zoning District— Craigville Beach Neighborhood. 2. The application falls within aicategory specifically excepted in the ordinance for a grant of a special permit. Section 240-131.4(D)(2) allows for expansion of an existing lawfully established structure in existence as of January 19, 2011 with a special permit from the Board. 3. Site Plan Review is not required for single-family residential dwellings. 4. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 5. The proposed alterations and expansions are not substantially more detrimental to the environment, community and/or historic character of the neighborhood than the existing building or structure. 6. The proposed project contributes to and respects the character and historic development patterns of the area and minimizes inconsistent development and redevelopment impacts to the historic and community character resources in this area. The Applicant is preserving the existing historic dwelling, as;opposed to demolishing and rebuilding the structure. Preserving the dwelling contributes to maintaining the neighborhood's historic building stock and preserving community character resources. 7. The proposal protects and improves natural resources, including but not limited to the barrier beach and groundwater and,,coastal water quality and minimizes development and redevelopment impacts to the natural resources and ecosystems in this district. The redevelopment will not adversely affect natural resources or ecosystems in the district. 8. The development complies with the setbacks and lot coverage requirements set forth herein, and is in character with surrounding structures, particularly structures that predate it. The proposed development does not intensify any of the existing setbacks. The redevelopment is in character with the surrounding structures. 9. The development complies with the height limitations set forth herein. The redevelopment complies with the height limitations of§240-131.5, including overall building height, number of stories, required second-story setback, and limitations on second story floor area. The proposed building will be 22'feet, four inches in height. The second floor addition is set back approximately 12 feet from the front facade and 6 feet from the rear facade. The second story 2 -Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2014-003—Gahan floor area shall not exceed 80% area of the floor immediately below it; the second floor will be 79.7 percent of the first floor: 10. No more than 50 square feet of roof deck shall be allowed atop the first or second floor of a structure if the railing and support structure for the roof deck are constructed fully below the tallest part of the roofline they are contained within. 11. The proposal preserves the original massing of historic structures (pre-1945). The alterations preserve the original historicfront elevation, including the prominent covered front porch. 12. Additions are be attached tosecondary or less prominent facades of the building (the side or rear facades), and are be stepped back from the front and rear corners of the building so as to preserve the original massing of the structure, including its roof form. The proposed first floor addition is set behind the original covered front porch. The roof form of the historic front elevation is preserved. The second-floor addition is stepped back from the front and rear facades. 13. The proposal works with modest massings. Additions are be scaled to be consistent with or smaller than the size of the original historic structure, following the neighborhood tradition of expanding small cottages incrementally with modest additions. The alterations and expansions preserve the historic cottage';style front fagade of the structure. The proposed addition does not extend higher than the roofline of the existing structure. 14. The roof pitch on new construction and additions complements the roof pitch of the original historic structure and maintains a pitch of at least six over 12. The proposed second-floor addition incorporates a 12 over 12 roof pitch that complements the pitch of the front fagade of the existing historic structure. 15. The proposal retains original;architectural details and unique forms. The prominent covered front porch is maintained. The existing fenestration (arrangement of windows/doors) is largely maintained or, where altered',, is consistent with the character of a historic structure. The decorative wood shutters are maintained. The house will be re-clad in white cedar shingles. 16. The proposed additions do not entail an increase in gross floor area or footprint for voluntary demolition of a single-family 'residence. The Applicant is retaining the existing structure. 17. The proposed additions do not exceed 25% of the gross floor area of structures in existence as of July 1, 1989, or do not exceed 10% of the gross floor area of structures in existence as of November 6, 2009. There is; no record of past expansions of the structure. The proposed expansions consist of 318 square feet, or 24.7% of the gross floor area of the structure currently in existence. 18. The proposal does not increase lot coverage over what is allowed under§ 240-131.6, Coverage limitations, or by more than 10% over what was existing on November 6, 2009, whichever is greater. The proposal does not increase the lot or building coverage over what is allowed under§240-131.6, Coverage limitations. The proposed building coverage is 985 square feet and the proposed lot coverage.is 1,495 square feet. 19. The proposal will not increase flood hazards in the neighborhood. The vote to accept the findings was: AYE: Craig G. Larson, Brian Florence, David A. Hirsh, George T. Zevitas, Herbert K. Bodensiek NAY: None 3 Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2014-003—Gahan Decision i Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2014-003 subject to the following'conditions: 1. Special Permit No. 2014-003 is granted to John and Catherine Gahan for the alteration and expansion of an existing dwelling at 95 Summerbell Avenue, Centerville pursuant to Section 240-131.4 of the Craigville Beach District. 2. The dwelling shall be constructed in substantial conformance with the site plan entitled "Site Plan prepared for Catherine Gahan of 95 Summerbell Avenue" dated (last revised) December 19, 2013, drawn and stamped by John Landers Cauley of JE Landers-Cauley Civil Environmental Engineering; and the elevations and floor plans entitled "New Addition/ Remodeling for Gahan Residence", dated December 10, 2013, drawn by Cotuit Bay Design, LLC, sheets Al &A2, except that the plans shall be revised to reduce the size of the second- floor roof deck to 50 square feet in conformance with the performance standard in Section 240- 131.7(D)(5). The Applicant shall submit revised plans to the Zoning Board of Appeal file depicting that change. 3. The proposed expansion of the dwelling shall be limited to 318 square feet (24.7% of the existing dwelling), consisting of enclosure of 54 square feet of the covered front porch on the first floor, a 150 sq.ft second-floor addition, and 114 sq.ft lower-level expansion. 4. Building coverage shall not exceed 985 square feet and impervious lot coverage shall not exceed 1,495 square feet. 5. Prior to issuance of a certificate of occupancy, a certified as-built plan prepared by an independent party shall be submitted to the Building Commissioner to confirm that the expansions and lot and building coverage conforms to the ordinance and the conditions of this decision. 6. The Applicant shall demonstrate that the proposed construction and any associated site work shall not increase stormwaterl runoff into the right-of-way or onto adjacent properties. 7. The proposed redevelopment!shall represent full build-out of the lot. Further expansion of the dwelling, construction of additional accessory structures or addition of impervious surface area is prohibited without prior approval from the-Board. 8. The Applicant shall retain the existing structure and the historic building forms as presented herein and as approved by the Barnstable Historical Commission on February 4, 2014. 9. The site shall be in conformance with the landscape plan dated February 8, 2014. 10. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be screened from neighboring homes and the public right-of-way. 11. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Craig G. Larson, Brian Florence, David A. Hirsh, George T. Zevitas, Herbert K. Bodensiek NAY: None 4 ,Town of'Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2014-003—Gahan Ordered Special Permit No. 2014-003 to alter and expand an existing dwelling located within the required setbacks at 95 Summerbell Avenue, Centerville has been granted subject to conditions. This decision must be recorded at the;Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. Craig on, Chair Date 8igned I, Ann Quirk, Clerk of the Town of, Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this /8— day of /� aZ0 under the pains and penalties o perjury. tt�d�6ak ��; �� 'Flea •• `.5�.. Ann Quirk, Town Clerk (�Y'_ riIn i jpVlplt11111te 5 Town of Barnstable _ $"A16.19. = Assessing Division Forte 367 Main Street,Hyannis MA 02601 www.town.ba rn s to b le.m a.us Office: 508-862-4022 Jeffrey A Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION January 29, 2014 RE : Adjacent Abutters List For Parcel: 226-060 95 Summerbell Ave. Centerville. MA 02632 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcel. They appear on the most recent tax list with the mailing addresse's supplied excepting parcel 226-066 with a card attached for new mailing address. f Board of Assessors Town of Barnstable Attachments i AbutterReport Page 1 of 3 . Zoning Board of Appeals,, (ZBA) Abutter List for Map & Parcel(s): '226060' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of,all properties within 300 feet ring of the subject lot. Total Count: 46 ( Close Map&Parcel Owners Owner2i Addressl Address 2 Mailing Country Deed CityStateZip 226037 QUIRK, HELEN 153 SPRING HANOVER, MA MEADOW WAY 02339 C192297 226042 POWER, MICHAEL F 4 CHICKERING LN WALPOLE, MA &KATHLEEN R 02081 C158863 CALDERA,PETER G 19 STANDLEY RD 226043 NORTH EASTON &KATHLEEN M ! C104584 MA 02356 PLONOWSKI, 226044001 THADDEUS J& j 23 DORSET LANE MILL VALLEY,CA 25602/332 KATHLEEN F ET AL 94941 PLONOWSKI, 226044002 THADDEUS J& 23 DORSET LANE MILL VALLEY,CA C194888 KATHLEEN F ET AL 94941 226056 DELANEY, RICHARD 3540 BAYBERRY DR NORTHBROOK, 19744/250 IL 60062 226057 PARKE,AVIS-ANN 135 LAKE CRAIGVILLE, MA 3660/159 ELIZABETH DR 02636 HARTUNIAN, 226058 NELSON S& 84 OCEAN AVE CENTERVILLE, C183993 JOANNE G MA 02632-0922 226059 CHRISTIAN CAMP 39 PROSPECT AVE CENTERVILLE, MEETING ASSOC MA 02632 GAHAN JOHN W III 226060 7 OLDHAM RD ARLINGTON, MA &CATHERINE M 02474 C109860 FARQUAR,226061 DOUGLAS& 1601 OLNEY-SANDY SANDY SPRING, SPRING ROAD MD 20860 24991/15 FRANKLIN,ANN T 226062 LANE,JAMES A& 86 SUMMERBELL CRAIGVILLE, MA VALERIE B AVE 02636 7459/086 226063 SHEENY,THOMAS& 55 SUMMERBELL CENTERVILLE,MARTHA S AVE MA 02632 2307/14 BOOKER,FLETCHER 226064 C III&GARDNER, 9180 S E SEA ISLAND B TEQUESTA, FL 19055/131 SALLY RIVERFRONT TERR 33469 226065 WALTERS,GARY D 52 KNOLL DRIVE PRINCETON,NJ &SUSAN B 08540 7198/154 226066 DIPRETE,HENRY A 2022 MICANOPY TR NOKOMIS FL &ANNE I 34275 6263/057 226067 LYNCH, EDWARD]R 4 VALLEY AVE CENTERVILLE &CARROLL MA 02632 17984/246 226068 OATES,DALE C 74 COMMON WALPOLE, MA 25013/236 STREET 02081 226069 MASCIA,ANTHONY 610 OCEANVIEW BRIELLE, NJ F ROAD 08730 16159/237 226070 LEBEL,SANDRA C/O MURPHY, 17 VALLEY AVENUE CENTERVILLE, SANDRAI MA 02632 11568/073 BARKSDALE, 226071 KENNETH P&USA 20501 BORDLY CT BROOKVILLE, 17942/026 F MD 20833 226072 BROWN,STEPHEN 173 LAKE CENTERVILLE,G&ALICE R TRS MCLENNAN ENAN &FAMILY ELIZABETH DRIVE MA 02632 19771/330CL cao� y Abutter Report Page 2 of 3 TRUST 226073 CRAIN, MERRILEE P %CRAIN' HEATHER D 5536 ISLEWORTH WINDERMERE, &HEATHER D COUNTRY CLUB DR FL 34786 12519/289 226074 CURRIER, DIANE L 47 TROWBRIDGE NEWTON, MA C181266 AVENUE 02460 %MCCORMICK' SUDBURY, MA ELIZABETH A OLD 226075 MCCAW,MAURA K DAVID W 7R& 226 226 OLD 01776-2212 ER ROAD C170814 %MCCORMICK, 226 OLD 226075001 MCCAW,MAURA K DAVID W)R& SUDBURY,MA C170814 ELIZABETH A LANCASTER ROAD 01776-2212 226076 TR TRUST STER,NANCY N OOD REALTY P O BOX 182 ST ALBANS BAY, VT 05481 C848500 bt.n-H66-?.Ol 95 AbatterReport Page 3 of 3 2260 77 FISHER,MARK I& %GERARDIN, 27 LAZY VALLEY GLASTONBURY, MARGARET E ROBERT;&MARIE C ROAD CT 06033 C173511 226078 CONNOLLY,GERALD NEEDHAM,MA F&SUSAN K 14 TOWER AVENUE 02494 25591/110 226082 NORWOOD, C/O VESTER,NANCY ST ALBANS BAY, STANLEY W TR NORWOOD PO BOX 182 9488/7 VT 05481 226083 FISHER, MARK I& %CHRIS',TIAN CAMP 39 PROSPECT CENTERVILLE, MARGARET EMBREE MEETING ASSOC AVENUE MA 02632 18770/304 226084 CHRISTIAN CAMP CENTERVILLE, MEETING ASSOC 39 PROSPECT AVE MA 02632 %ALMY, H C 226085 ALMY, DEBORAH C &VELELLA,ALBE ALBERTO DEBORAH C ALMY 26 HUNNEWELL NEEDHAM,MA TRS 86 REV TRUST STREET 02194 3249/105 226086 GOODING, MYRA 145 OCEAN AVENUE CENTERVILLE, 21754/122 MA 02632 STRUBE,EILEAN M MARGAR T S EILERUBEN SWANSON REALTY 132 BOULDER VERNON,CT 226088 AKA SWANSON, MARGAREZ'STRUBE EILEAN M MGR LLC CREST LANE 06066 4189/171 226089 NORWOOD, ELINOR 54 LAUREL AVENUE CENTERVILLE, 26940/113 MA 02632 226090 CHRISTIAN CAMP CENTERVILLE MEETING ASSOC 39 PROSPECT AVE , MA 02632 226091 CHRISTIAN CAMP CENTERVILLE MEETING ASSOC 39 PROSPECT AVE ' S88/439 . MA 02632 226092 DUCKWORTH, STEAMBOAT PAMELA P O BOX 775012 SPRINGS,CO 3327/313 80487 226093 CHRISTIAN CAMP CENTERVILLE, MEETING ASSOC 39 PROSPECT AVE MA 02632 226094 CHRISTIAN CAMP CENTERVILLE, MEETING ASSOC 39 PROSPECT AVE 588/437 MA 02632 226137 CHRISTIAN CAMP CENTERVILLE, MEETING ASSOC 39 PROSPECT AVE MA 02632 BUFFINGTON, BUFFINGTON 505 KINGSBURY 226149 ]AMES III&PETER EASTHAM MA &ANDREW T NOMINEEITRUST BEACH ROAD 02642 C115365 . 226189 CARDARELLI, PATCO NOMINEE 107 ST REGIS TORONTO,ON PATRIZIO Q TRS TRUST CRESCENT SOUTH M35246 CANADA, . . 7846/044 226196 CHRISTIAN CAMP CENTERVILLE, MEETING ASSOC 39 PROSPECT AVE C384640 MA 02632 227146 CHRISTIAN CAMP CENTERVILLE, MEETING ASSOC 39 PROSPECT AVE 1080/102 MA 02632 This list by Itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a. certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1 212 7/2 01 3. http://66.203.95.236/arcimS/a.nnuPnann/Ah„ttpruv„nrf- „ 1)+..„-7D A _ Town of Barnstable Geographic Information System 226192':::,': .•'_:' ':;::-1:::: :.:::::_•:;:':; :i:•: '•:.::::: ::::.:::•;'::" ::::.•: •:":::• :...... ...... Decem ber 227 oao -::,.':..;...:•:':•:•.:'.-.-..,�::.::.:•.::::•.::�::::•::.•:::.•::.�:�.'.�::•.::.;.. ....:•.:;;.:::...:•.::.:':'.::•.-:.".:.::..-:�.:::::':".:'.::•.=:•:;..:.'::::':':•:_::=.°•:�:•::.::227146....:...............:.:• ...,.:;.�:::.:�:'::;.:::::::..:.::;;:`-:•:::.:: 227009 r#242 #251227036. 227041 227006 #z36 #o 226226095 . ... .......... ..,,. . ,. •�::.. ...;;>i:;#fie;' 7 az7ooe _ 145 z'2260'�y LJ' MGM ' •226093 .."am ::'",:;:.r...:�...: ,>�::•!r '%.:���" '/its ��'I'.�.`: � (� 'ram/ ., %' _ v.:/.,•::;v' ::��.L607_B.•5. !.vim ;:/,. :r/,::%.,:-i" :.•-!.;•:iY:�:;-, 226099 . ,.. .......• .:., .. �. .,. ..".....-�.:... ...•.•.•.......,..:J��...<.. �%f::. �y tel::;J_f :.... #63... .:. ./ :;j/l.w`_; ;r'i:',_:/�:!;iiji�(.-F <' 'Ali r• :'�� ^%'. 1:-i., ,�.. .��,:: :•y _ :,ice%ri".:• #557 !22607" , :226t16 0 i7 , Sisll - 226184 .•GGVIJJ.T; r,Z� 86 ^0" r/ i�T• 1 85 226036 ='J�. i226�B" .fi_c•i• •'�/i%%%%�i ?:{--'':r...5i -,"i�-.%j. ,y. 'i%ir:/�%v �S ,<,:•.. .. �::: ,:!�i •.i}Y:;;/...' 226188 22s084;: ' 675 226035 .' "226Q¢3:.-'%ii/,. 22806$= %y<;•., �i 226187 .%' 4 •/ # #a7 134 226030 226038 as;c:�, 2�si�57 226034 { J� :'#131` 226033 226029 226045 #29 `58 f�� �r 226041 40 2#21 �► #4`' 226054 226136 22603 �� 226047 #123 #5 Q 4� /�#42 #7 / Fe 226027 `# 2z6oao ` 226053 226135001 #34 0#18 # 226048 #117 #29 226132 #20 DISCLAIMERS:This map Is for planning purposes only. It is not adequate for legal Map:226 Parcel:060 Zoning Board of Appeals(ZBA)boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1'=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Parties of interest are those directly opposite subject lot on are only graphic representations of Assessors tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters VY E boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. such as building locations. j Buffer J LEGAL NOTICE,.� TOWN OF BARNSTABLE ZONING BOARD OF APPEALS' TOWN OF BARNSTABLE. j ' NOTICE OF PUBLIC HEARINGS UNDER THE ZONING ZONING BOARD OF APPEALS :; ORDINANCE NOTICE OF PUBLIC HEARINGS UNDER THE ZONING FEBRUARY 12,2614 ORDINANCE I ! To.all persons interested in or affected by the Actions, FEBRUARY 12;2014 of,the Zoning Board of Appeals, you..are hereby notified To'all persons Interested In or affected by the actions ; pursuant to Section 11 of Chapter40A of the General Laws y the Zoning Board of Appeals,you are hereb not y:notified, ; of the.Commonwealth of Massachusetts,and all amendments pursuant to Section 11 of Chapter 40A of the GenereL Laws:• thereto,that a public hearing on the following appeals will be it of the Commonwealth of Massachusetts.And al amendments` I held on Wednesday February 12 2014,41:the time Indicated: 7:00 PM Appeal No:2014-003 .Gahan.: thereto,that a public hearing on the following appeals will be John W.Gahan III and Catherine Gahan have petitioned for held on Wednesday February 12,2014;at the time Indicated: a Special Permit pursuant to§240-131.4(D)(2)to remodel and 7:00 PM Appeal.No.2014-003 Gahan construct a new addition to an existing single-,family dwelling.The :John W.Gahan'lll and Catherine Gahan have petitioned for Petitioners are proposing a new foundatioriAnd first and second a;Special Permit,pursuant to§240-131.4(D)(2).to';remodel and floor additions,.which will increase the gross floor area of the construct a new addition to an existing single-family dwelling.The- dwelling from 1,284 square feet to 1,602 square feetThe'property PPetitioners are proposing a new foundation and first and second'`;;:' is located at 95 5ummerbell Avenue;Centerville;MA as'shown on floor additions,which will increase the gross floor area of the Assessor's Map 226 as Parcel 060:It is in,the Cralgvllle:Beach,;. dwelling from 1,284 square feet to 1,602 square feet.The property Zoning District—Craigville Beach Neighborhood is located at 95 Summerbeli Avenue,Centerville,MA asshown on.. 7:04 PM Appeal No.2014-005 Bogert 'Assessor's Map 226 as Parcel 060.It is in the Cralgvile Beach Williami B.&Natalie Bogert have petitioned for a Special Permit Zoning District=Craigville Beach Neighborhood.. pursuant to§240-91.H(3) Nonconforming Lots:The petitioners 7:02 PM Appeal No.2014-004 Dunhlll Companies,LTD. are proposing to demolish.an existing.2,404 gross square foot Dunhill Companies;LTD.has!petitioned for a Special Perit ,i single-family dwelling and construct a new single-family dwelling m pursuant to§240=94(A)Change of a nonconforming use'to another {q with approximately 3,051 gross square feet of floor area,The new. nonconforming use.The petitioner seeks to change'an.existing " structure will not comply with the setbacks from wetlands and great use;of the subject property,from a contractor's yard to a cold i ponds required by§240-7(G),but will be:more confonning.than ('storage use for boats.The Property is located at 182.Osterville/ t the existing structure.The.property is located at 160 Tern Lane,' West Barnstable Road Osterville,MA as shown on:Assessor's Centerville,MA as shown on Assessor's Map 212 as Parcel 015.It,_ -Map 120 as Parcel 005:I f is in the Residential 6Zoning District is in a Residence D-1 zoning district. t Resource Protection Overlay District, and.Wellhead.Protection, 7:06 PM Appeal No.2014-006 Crory Overlay District:;. Michael Gaspard has petitioned on behalf : Robert&Lauren i i. ".7:04 PM Appeal No 2014-00 Bogert Crory for a.Special Permit pursuant to §240-131.4(D)(2)'..to l William B.&Natalie Bogert have petitioned for a.Special Permit t ! renovate and:expand a single-family dwelling:in the Craigville { pursuant to§240-91.H(3),Nonconforming;Lots;The petitioners; Beach District:The second-floor expansion will'conslst of anew d are proposing to demolish an existing 21404 gross square foot ; dormer and 160 square feet of-gross floor,area.The property-ls single-family.dwelling and construct a new single-family dwelling J I located at 117 Lake Elizabeth Drive;Centerville;:MA as shown on" with approximately 3,051.gross square feet of floor area.The new i Assessor's Map 226 as Parcel 053.it is in the Craigville Beach structure will not complywith the setbacks from wetlands and great!I Zoning District—Craigville Beach Neighborhood "i ponds„required by§240-7(G),fiut will.be;more conforming than 7:08 PM Appeal No.2014-007;Ling&K Ina. the;existingatructure.;The.properiy is located.at 160 Tem,Lane Ling&K,Inc.,as lessee,has'petitioned fora Special Permit Centerville;MA as shown on Assessor's Map 2.12 as Parcel 015.It's Pursuant to§24D-28(C)(2)to operate a,full service'restaurant in Id s m'a'Residence D t zoning'dishict. the Service and Distribution-1 Zoning DistncL The petitioners are 7:O6 PM Appeal No.2014-0D6 Crory proposing to establisli the restaurant ina`2;156 square foot leased Michael Gaspard has ohbehaif of Robert&Lauren a ' area in an existing multi-tenant buildingjhd property is located:» Crory'for a:Special:Permit pursuant to §240-1314(D)(2) to at 1560 Old Post Road(Unit C) Marston Mills MA as showni, nIthe Craigville i on Assessor's Map 058 as,Parcel 022>It is in the'Service and` renovate and expand"a single-family.dwelling i I Beach District.;The second-floor.expansion'will consisUbf anew; Distribution-1 Zoning District., I dormer and 160 square feet of gross floor area.The properly w I: These Public Hearings will be.held.at the Bamstable Town I located 6111111ake Elizabeth Drive,Centerville;MAasshown'on Hall,;367 Main Street,Hyannis,MA,Hearing Room;2nd Floor Assessor's Ma' ' as.Parcel 053.Itch m the Craigville Beach i Wednesday, February 12, 2014 Plans and applications may Zoning District-Craigville Beach Neighborhood be reviewed at the Zoning:Board of Appeals Office,Growth;t'i 7:08 PM AppealNo.:2614007 Ling&K,Inc. ,, , : Management Department ,Town Offices 200 Main SUeet Ling&.K,Inc.;as lessee has petitioned for a Speclal•Permit Hyannis MA:.., a t� pursuant to.§240-28(C)(2)to operate a,fiill service restaurentan Craig G Larson Chairs. the Servce and.Distnbution 1 Zoning Distract The pebtloners are s I ! Zoning Board of Appeals ' proposing to establish the restaurant m a'2156 s uare footfeased The Barnstable Patnot q 1 j January 24 and January 31,2014 s area in an existing multi-tenant building.:The•property is located t 1.at,1560 Old Post Road(Unit C),Marstons Mills;MA as shown J' Ion Assessor's,Map 0%as;Parcel 022.It is:in the Service and Distribution 1 Zoning.District. „ t 0ese'Publlc"Heanngs';w10 be held at thel-Bamstable'Town i Hall;'367 Main'.Street,`Hyannis, MA, Healing Room 2n°Floor,•;', Wednesday February 12 2014 Plans and appl ,ications may Pbereviewed at the Zoning Board of Appeals Office -Growth BARNSTABLE COUNTY — Managemept`Department Town Offices ,200 Main.Street;' REGISTRY OF DEEDS rHyanms MA A TRUE COPY ATTEST 1M�� j4'. •�t ' `.Craig G Larson Chair ,,.. ,y ZonmgBoardof Appeals "a��„ �. Th6 Barnstable Patnot lanuery 24 and January31,2014 " JOt flV 6,Pv1 A®G,FiFOISTlwhi BARNSTABLE REGISTRY OF DEEDS BARNSTABLE REGISTRY OF DEEDS Dom: 1 s 2S7 s 147 113-29-2014 10=22 BARNSTABLE LAND COURT REGISTRY DEED RESTRICTIONS ON USES OF 95 SUMMERBELL AVENUE AND 90 OCEAN AVENUE, BARNSTABLE, MA (Village of Craigville) WHEREAS, John W. Gahan, III and Catherine M. Gahan ("the Gahans") are the owners of property known as 95 Summerbell Avenue, Barnstable (Craigville Village), Massachusetts, shown as the;lot on Land Court Plan 22981-A and more particularly bounded and described in Certificate of Title No. 109860; WHEREAS, the Christian Camp Meeting Association (the "Association") is the owner of property known as 90 Ocean Avenue, Barnstable (Craigville Village), Massachusetts, shown as Lot 153 in Plan Book 24, Page 1, and described in a deed recorded in Book 138, Page 4141 with the Barnstable County Registry of Deeds; WHEREAS, the Gahans and the Association have entered into an agreement whereby the Association will grant an easement to the Gahans to permit a sewage disposal system to be constructed and maintained on the Association's land; WHEREAS, the Board of Health of the Town of Barnstable (the "BOH") has issued a decision, approving the proposed on-site sewage disposal system, subject to certain restrictions, all as set forth in a decision dated January 15, 2014 (the "Decision), a copy of which is attached hereto; and WHEREAS, the Gahans and the Association wish to satisfy the requirements of the Decision relative to restrictions on their respective properties. NOW, THEREFORE, the Gahans and the Association covenant and agree that: `1` 'With,respect to the Gahans"property at 95 Summerbell Avenue, no more than three(3) bedrooms are authorized; the.definition of"bedroom" is governed by 310.CMR 15.002. 2. With respect to the Association's property at 90 Ocean Avenue, except for construction and maintenance of the on-site sewage disposal system pursuant to the Permanent Easement between the Gahans and the Association, no other _.construction shall occur on said property; and 3. Reference is made to those two certain documents, entitled Permanent Easement and Agreement Respecting Permanent Easement, both of which are between the Gahans and the Association, both of which are to be recorded in the 5033603v4 i Barnstable County Registry of Deeds and the Land Registry office at Boston, for a complete description;of the easement. 4. The parties intend, and agree, that the foregoing restrictions be and are imposed for the benefit of the parties and the BOH and are enforceable by the parties and the BOH (in connection with its Decision). [Remainder page!intentionally left blank. Signature page follows.] 5033603.4 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA EXECUTED as a sealed instrument this 7-SPd'ay of 2014. Signed and sealed in the presence of: THE GAHANS Y� n W. Gahan, III , B r Catherine M. Gahan Signed and sealed in the presence of: Christian Camp Meeting Association /n By � c fi t'<1r 13( Name: James A. Lane Title: President B w w Name Title: v Cq COMMONWEALTH OF MASSAC On this )-5�day of _�zh,-�ter., 2014, before public, appeared John W. Gahan, III, proved to me thro - - identification, which was p. .±�,�c.P name is signed on the preceding or attache�doc�ent�ai . he signed it voluntarily for its stated71a l ignature and Seal of Notary My Co ission Expires: DEIRDRE ROBINSON Notary Public Commonwealth of Massachusetts My Commission Expires 5033603.4 September 15,2017 COMMONWEALTH OF MASSACHUSETTS ss On this ZS day of 2014, before me, the undersigned notary public, appeared Catherine M. Gahan, proved to me through satisfactory evidence of identification, which was , to be the person whose name is signed on the preceding or attached documen , and acknowledged to me that she signed it voluntarily for its; stated pu ose. g ture and Seal of Notary Co m ission Expires: DEIRDRI_ ROBINSON COMMONWEALTH OF MASSACHUSETT Notary Public Commonwealth of Massachusetts My Commission Expires Barnstable, ss September 15,2017 On this —,L�day of h 2014, before me, the undersigned notary public, appeared James A. Lane, President of Christian Camp Meeting Association, proved to me through satisfactory evidence of identification, which was to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose, MARITA D:Public HARME Notary Official Signature and eal of Notary C0A1�1pN' ^�i►+osacHusEnsMy Commission Expires: My:Commisxpires;May,4 ` COMMONWEALTH OF MASSACHUSETTS Barnstable, ss On this IrV"I day of 2014, before me, the undersigned notary otary public, appeared Clark Gates, Treasurer of Christian Camp Meeting Association, proved tIL:i"= m factory evidence of identification, which was ' , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for it JOSE RUBEN ROMO Notary Public-Anton, Pima County i *MY Comm.Expires Nov 10.12017 O ignature and Seal f Nota My Commission Expires: ZO/ BARNSTABLE COUNTY REO!STRY OF DEEDS A TRUE COPY,ATTEST 5033603.4 BARNSTABLE REGISTRY OF DEEDS - - - i EXECUTED as a sealed instrument this IS-Pday of 2014. Signed and sealed in the presence of: THE GAHANS �hn W. Gahan, III r Catherine M. Gahan Signed and sealed in the presence of: Christian Camp Meeting Association Name: James A. Lane Title: President By. ,11 cy •` `�,� Name: Clark tes Title: Tr urer Q� COMMONWEALTH OF MASSACHUSETTS ;CRA\ ss On this 2-5-"'--day of 2014, before me, the undersigned notary public, appeared John W. Gahan, III proved to me through satisfactory evidence of identification, which was , cc.P 1c c p2 ' , to be the person whose name is signed on the preceding or attached doc ent, and acknowledged to me that he signed it voluntarily for its stated p o O 1 al ignature and Seal of Notary My Co ission Expires: FODEIRDRE ROBINSON Notary Public mmonwealth of Massachusetts y Commission Expires 5033603.4 September 15,2C r Message Page 1 of 1 Miorandi, Donna 5g& From: McKean, Thomas Sent: Tuesday, February 10, 2015 10:44 AM To: Miorandi, Donna Subject: FW: Septic System @ 95 Summerbell Ave. Do you know anything about this? -----Original Message----- From: Jim Lane [mailto:jarthurlane@hotmail.com] Sent: Monday, February 09, 2015 5:00 PM To: McKean, Thomas Cc: Perry, Tom; Buntich, JoAnne Subject: Septic System @ 95 Summerbell Ave. Dear Mr. McKean, The Christian Camp Meeting Association (CCMA), a non-profit church organization, managed by volunteers, granted a permanent easement on our vacant lot (90 Ocean Ave.) to the Gahan family for a septic ststem for their home at 95 Summerbell Ave. You may know that this project has been shut down by the Town of Barnstable because of the unauthorized demolition of an 1890 historic structure. I had agreed with the owner,John Gahan, that material mined from under his house could be placed temporarily on the easement. The house was underpinned and jacked up for a full concrete foundation and lowered prior to the demolition of 97% of the cottage. The Contractor (Hostetter Homes) spread the excess fill over and well beyond the designated easement line. The fill was placed over living plants and rotted vegetation. The bases of at least 4 large mature oak trees are being smothered by up to 5' of the excess fill. I complained to H,�o�ste tter's P_oiect Manager, Brian Burke, and he stated that they would be installing the septic system on top of the fill. The approved plans by J.E. Landers-Cauley indicate two test holes in natural soil, not on fill. The plan mentions, "Existing and final grades shall remain the essentially the same, unless noted by contours". We had asked that the tank and system not be an exposed concrete mass. Our Association does not have the capacity to hire Engineers and Lawyers to address this situation. It would be appreciated if one of your inspectors could visit the site and make recommendations for correction, including removal of the excess fill, to the Building Department and Planning and Zoning Board before the project is allowed to start again. Thank you. Jim Lane President -CCMA i 2/10/2015 t Message Page 1 of 1 Miorandi, Donna From: McKean, Thomas Sent: Tuesday, February 10, 2015 10:44 AM To: Miorandi, Donna Subject: FW: Septic System @ 95 Summerbell Ave. Do you know anything about this? -----Original Message----- From: Jim Lane [mailto:jarthurlane@hotmail.com] Sent: Monday, February 09, 2015 5:00 PM To: McKean, Thomas Cc: Perry, Tom; Buntich, JoAnne, Subject: Septic System @ 95 Summerbell Ave. Dear Mr. McKean, The Christian Camp Meeting Association (CCMA), a non-profit church organization, managed by volunteers, granted a permanent easement on our vacant lot (90 Ocean Ave.) to the Gahan family for a septic ststem for their home at 95 Summerbell Ave. You may know that this project has been shut down by the Town of Barnstable because of the unauthorized demolition of an 1890 historic structure. I had agreed with the owner, John Gahan,that material mined from under his house could be placed easement. The house was underpinned and jacked u temporarily on the eas p J p for a full concrete foundation p Y and lowered prior to the demolition of 97%of the cottage. The Contractor (Hostetter Homes) spread the excess fill over and well beyond the designated easement line. The fill was placed over living plants and rotted vegetation. The bases of at least 4 large mature oak trees are being smothered by up to 5' of the excess fill. I complained to Hostetter's Project Manager, Brian Burke, and he stated that they would be installing the septic system on top of the fill. The approved plans by J.E. Landers-Cauley indicate two test holes in natural soil, not on fill. The plan mentions, "Existing and final grades shall remain the essentially the same, unless noted by contours". We had asked that the tank and system not be an exposed concrete mass. Our Association does not have the capacity to hire Engineers and Lawyers to address this situation. It would be appreciated if one of your inspectors could visit the site and make recommendations for correction, including removal of the excess fill, to the Building Department and Planning and Zoning Board before the project is allowed to start again. Thank you. Jim Lane President -CCMA 2/10/2015 3 � J f r•. Town of Barnstable BARNSfABLE, M^ i634. Board of Health ♦0 rfDNA 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi January 15, 2014 Mr. Jack Landers-Cauley P.O. Box 364 West Falmouth, MA 02574 RE: 95 Summerbell Ave. Centerville A= 2267059 Dear Mr. Cauley, You are granted a variance on behalf of your client, Catherine Gahan, to construct an onsite sewage disposal system onto the adjacent lot at 90 Ocean Avenue. This proposal is to place a septic tank onto the applicant's property and to place a distribution box and soil absorption system onto an adjacent lot, thereby crossing a property line. The variance granted is as follows: 310 CMR 15.211(1): To install a septic tank, distribution box and piping within ten feet of a property line. This variance is granted with the following conditions: (1) Prior to obtaining a disposal works construction permit, the designing engineer shall revise the plan to show: (a) the correct orientation of the SAS piping to comply with 310 CMR 15.251(8); and (b) cite the correct provision number within the State Environmental Code for the variance requested. (Z) No more than a maximum of three (3) bedrooms are authorized at 95 Summerbell Avenue, Centerville. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. , (3) Prior to obtaining a disposal works construction permit, the Owner shall execute and record at the Barnstable County Registry of Deeds, a deed ' Vrestriction, approved by the Town Attorney, restricting the property at 95 Summerbell Avenue to a maximum f there bb d:.00ms. A copy of the recorded deed restriction shall be submitted to the Healt A' gent prior to obtaining a disposal works construction permit. Q:\WPFILES\CauleyGahan2014VarinceDecision.doe i � � ���� �r 1 � a ����o��� (4) Prior to obtaining a disposal works construction permit, the Owner shall execute and record at the Barnstable County Registry of Deeds, a deed F` restriction, approved by the Town Attorney, requiring that an easement 4� shall be placed onto the 90 Ocean Avenue lot for the new septic system location on this lot and that no construction is to occur on this lot. a Prior to obtaining a disposal works construction permit, the owner of the vacant lot at 90 Ocean Avenue shall submit a letter to the Board of Health a indicating that he/she has no objections to providing an easement for the placement of a septic system or soil absorption system placement onto this lot. (6) The septic system shall be installed in substantial conformance with the revised engineered plans. (7) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. Since Ee yours, Wayne Y"r iller, M.D. Chairm Q:\WPFILES\CauleyGahan2014 V arinceDecis ion.doc cl r P 28 4 -74 P:9 16 �49656 Doo_m 1 P 257 Y 1 4 8 10-29-2014 10--22 10(-29' 2014 a 10 - 4 5ct BARNSTABLE LAND COURT REGISTRY PERMANENT EASEMENT for an on-,site sewage ( � e age disposal system) e D The CHRISTIAN CAMP MEETING ASSOCIATION, a Massachusetts non-profit corporation having a usual place of business in Barnstable (Village of Craigville), Barnstable County, Massachusetts (herein, "Grantor"), for consideration paidhe receipt and sufficiency of which are duly acknowledged, GRANTS to JOHN W. GAHAN, III and CATHERINE M. GAHAN, husband and wife, as tenants by the entirety, both of Arlington, Massachusetts, and their successors.in interest (herein, "Grantees"), with IN quitclaim covenants, the perpetual right and easement, as appurtenant to a parcel of land situated in said Barnstable (Village of Craigville), owned by the grantees, bounded and described as follows: Northwesterly by Ocean Avenue, eighty-one and 27/100 (82.17)feet; Northeasterly by the southwesterly line forming the junction of said Ocean A enue and Park Avenue, thirty-seven and 90/100 (37.90) feet; V Southeasterly by the northwesterly line of said Park Avenue, seventy-five and 48/100 (75.48) feet; and Southwesterly by land now or former) of Christian Cam Meeting Y p g Association, forty-five and 94/100 (45.94) feet. All of said boundaries are determined by the Court to be located as shown on plan 22981-A dated August 1950,;'drawn by Whitney & Bassett, Engineers, and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 98 Page 80 with Certificate of Title No. 13900. For the Grantees' title, see Certificate of Title No. 109860. THIS PERMANENT EASEMENT and the rights granted hereby is to locate, install, construct, fill, repair and maintain on land of the Grantor numbered 90 Ocean Avenue and identified on the Town of Barnstable Assessor's Map 226, Parcel 059, an on-site sewage disposal system (the';"System"), in the area shown as "Easement for Septic System" on the attached Easement Plan of Land, prepared for Catherine Gahan by J. E. Landers-Cauley P.E. and to permit and authorize the Grantees and their successors in interest the right to enter upon the Grantor's land in order to install, construct, fill, repair and maintain said System. 4980149.6 In accepting said Easement, the Grantees and their successors agree to install, construct, fill, repair and maintain (and repair, if and when necessary) the System in accordance with all laws and'regulations applicable to such systems. The consideration for this Easement is that Grantees and their successors in title shall pay the annual real estate taxes and betterments assessed on said 90 Ocean Avenue, together with an annual fee of five hundred ($500) dollars so long as this Easement shall continue. This Easement shall be permanent and perpetual and may only be released, extinguished, or terminated, in whole or in part, with the approval of the Town of Barnstable's Board of Health sunless by a taking by eminent domain. [Remainder of page intentionally left blank. Signature page follows.] i 4980148.6 EXECUTED under seal this '1-�day of February, 2014. Signed and sealed in the presence of: Christian Camp Meeting Association By: By: Name: James A. Dane Title: President v i. ,,,..,, acr Name: Clark tesr "R4b��Or :.vQ Title: Trea rer ' --;�' Y� ' O •�� W COMMONWEALTH OF MASSACHUSETTS Barnstable, ss -. •' -> ���:' On this /6" da of 1�1F�`3 Y 2014, before me, the undersigned notary"` public, appeared James A. Lane, President of Christian Camp Meeting Association, proved to a through satisfactory evidence of identification, which was �\re�s to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. .. MARITITA DU CHARME Notary Public COMMONWEALTH.OF MASSACHUSETTS Official Signature and Seal of Notary My CMay 'Expires My Commission Expires: COMMONWEALTH OF MASSACHUSETTS Barnstable, ss On this 01�'day of 2014, before me, the undersigned notary public, appeared Clark Gates, Treasurer of Christian Camp Meeting Association, proved to me th�ou satisfactory evidence of identification, which was Z- �s �'�+�i� , to be the person whose name is signed on the preceding or attached document, and acknowledged to rpe that he/she signed it voluntarily for its stated purpose. * JOSE RUBEN ROMO NoarPima ftcCo- ty Officia ig and Seal f Notary MY GOMM.EXPIra Now 10.2017 My Commission Expires: I/ (0 Z� 4980148.6 CH/DH 8 oo ( � OWNER: .> C•— JOHN W. GAHAN III '; e O e�?6 CTF.#109860 pr v� 1r jam '\�(-6 � >0 0 Y S ez FOR REV USE ONLY CB/DH (DAMAGED) y-ccl �O LOT 0 PLAN NOTE: STREET LINES COMPILED S; 3,010 S.F. FROM AVAILABLE PLANS. / ? Z PATIO A � 103.0 s m m20 cn s9 / °oi u(� q f7 p^p� i<0 EASEMENT v CB/DH / FOR SEPTIC SYSTEM > n a1 F, 2,331 s.f. ^� I CERTIFY THAT THIS PLAN AND SURVEY WERE 0 \ 'Vvl PREPARED IN ACCORDANCE TO THE PROCEDURAL AND p TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS. " rn\ 6 v "O+ DATE: OWNER: 9\ CHRISTIAN CAMP cao GARY S. LABRIE, P.L.S. y MEETING ASSOC. I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN r�• ,�p COMPLIANCE WITH THE RULES AND REGULATIONS OF THE o p REGISTRARS OF DEEDS FOR THE COMMONWEALTH OF - .I� 9 MASSACHUSETTS. DATE: O° I CERTIFY THAT THE PROPERTY LINES SHORN ON THIS PLAN ARE THE LINES DIVIDING EXISTING OWNERSHIPS AND THE LINES OF THE STREETS AS GARY S. LABRIE, P.LS. ABUTTER: SHOWN ARE THOSE OF PUBLIC OR PRIVATE WAYS ALREADY ESTABLISHED AND THAT NO NEW LINES FOR NELSON S. HARTUNIAN �? DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS CTF. #183993 so• ARE SHOWN. d v� DATE: ti'�bry° EASEMENT PLAN OF LAND pub GARY S. LABRIE, P.LS. Pns »R y CATHERINE GAHAN or CB/DISK 95 SUMMERBELL AVENUE GRAPHIC SCALE BARNSTABLE. MA J.E. LANDERS—CAULET P.E. CIVIL ENVIRONMENTAL ENGINEERING P.O.BOX 364 WEST YALLOUnL ILA 02574 3 7733 ph. . 5{0-3344 fez I IN ram•) ASS. R2611,19 DATE:l2 20 2013 1 men-10 M SCALE: 1" -LO' DRAWN BY: JDR GSL JOB NO. 23I9EASE SHEET: I OF 1 . rry 1 DOC e 1 P 257 s 1 era,? 10-29-2014 10:22 h t BARNSTABLE LAND COURT REGISTRY ek e29474 P:920 CL4916=n7 1aJ--29-2014 1.1rj ® 4 5,CX �. AGREEMENT RESPECTING:PERMANENT EASEMENT (95 Summerbell Avenue,Centerville) i Agreement made as of this day of February, 2014, among the CHRISTIAN CAMP MEETING ASSOCIATION, a Massachusetts church corporation, of 39 Prospect Street, Craigville, MA 02632 (hereinafter "CCMA") and JOHN W. GAHAN, III and CATHERINE M. GAHAN, both of Arlington, Massachusetts (hereinafter, the"Gahans"). WHEREAS, CCMA is the owner of fee title to a certain parcel of real estate located at 90 Ocean Avenue, Centerville, MA, and further described on the Tow n of Barnstable Assessor's ® Map 226, Parcel 059 and in a deed registered in the Barnstable County Registry of Deeds in Plan Book 24, Page 1 (the"CCMA Property"); and, WHEREAS, JOHN W. GAHAN III and CATHERINE M. GAHAN are the owners of fee title to a certain parcel of real ;estate located at 95 Summerbell Avenue, Centerville, MA, and more particularly described in a deed registered in the Land Registration Book , Page , Barnstable County Registry of Deeds and Certificate of Title No. 109860, and further described in the Town of Barnstable Assessor's Map 226/060 (the"Gahan's Property"); and, i WHEREAS, the Gahans have a substantial need to replace the present subsurface disposal system serving the Gahan's Property; and, 1 WHEREAS, the Gahans have inadequate land to support a replacement subsurface disposal system within the confines of their property boundary and which would comply with all V" state and local laws and regulations; and, � WHEREAS, the CCMA Property abuts the Gahan's Property and there is adequate vacant land on the CCMA Property to support a subsurface disposal system for the Gahan's Property which would be in compliance with all state and local laws and regulations; NOW, THEREFORE, CCMA and the Gahans, for the mutual considerations set forth XQ below, the receipt and sufficiency of which are acknowledged by the parties, hereby agree as follows: Q 1. CCMA agrees to deliver to the Gahans a Permanent Easement in substantially the form attached hereto as Exhibit "A" granting an easement appurtenant to the Gahan's Property to construct and maintain an on-site subsurface sewage disposal system on the CCMA M Property at a location(the "Easement Area") shown on the plan attached to, and a part of, the Permanent Easement., The Easement Area shall be adequate for the construction and maintenance of the septic;system as contemplated under this Agreement. 2. Gahans agree to install said septic system in a good and workmanlike manner for the sole benefit of Gahan's Property and not for any other property. The Gahans and their successors in title shall lmaintain the septic system in good order and repair, and in compliance with all applicable laws and regulations. Gahans agree to indemnify and hold harmless CCMA from '!any claims, actions, or causes of action arising from the Error!Bookmark not defined. installation, use, maintenance or failure to maintain of said septic system and without limitation of the foregoing, from any claim for workman's comp, for injuries to Gahans or their successors in title, their workmen or invitees on their property or if arising from the septic system, to others, and to any claims for mechanic's liens on CCMA property arising from the installation, maintenance, or repair of said septic system. In addition to all other remedies provided by law, CCMA shall be entitled to a lien against the Gahan's Property for all costs and expenses paid by CCMA, including legal fees and costs of collection, due to any breach by Gahans or their successors of the obligations under this paragraph or indemnified by Gahans or their successors in title. The lien may be enforced in the same manner provided in MGLA CH. 254, Sections 5 and 5A. 3. The Gahans and their successors in title shall be required to pay an annual fee of Five Hundred ($500) Dollars!to CCMA annually on June 1 for the use of the CCMA property together with such real estate taxes and betterments as are assessed on said CCMA Property for the current fiscal year. If full payment is not made by June 30, CCMA may send a notice of the delinquency to the Gahans or their successors in title by certified mail, return receipt requested. If CCMA does not receive full payment within thirty days after mailing the notice, it may proceed to collection of all sums due without further notice, together with interest from June I at the rate of Twelve (12%) percent and all attorneys fees, costs, and charges. In addition to any other remedy provided by law, CCMA shall have a lien on the Gahan's Property for the payment of such sums, which may be enforced in the same manner provided in MGLA Chapter 254, Section 5 and 5A. 4. No waiver or modification of any of the terms of this Agreement shall be valid unless the waiver or modificati on is included to a writing that is signed by all of the parties. No waiver by any p of a breach thereof�Y or a default hereunder sh all be deemed a waiver by such party of a subsequent breach or default of like or similar nature. 5. This Agreement contains the entire understanding of CCMA and the Gahans. There are no representations, warranties, promises, covenants or undertakings other than those contained herein. 6. This Agreement is made effective upon full execution by all parties. 7. The provisions of this Agreement shall be separable. Therefore, if any part of this Agreement is rendered void, invalid or unenforceable, such rendering shall not affect the validity or enforceability of the remainder of this Agreement unless the part or parts which are void, invalid or unenforceable, as foresaid, shall substantially impair the value of the whole Agreement to any of the Parties. 8. This Agreement shall take effect and be interpreted under the laws of the Commonwealth of Massachusetts. 9. This Agreement shall not be affected by any taking of or damage to 95 Summerbell Ave, whether or not said taking or damage affects the use of the septic system. This Agreement shall not be affected by any taking or damage to the CCMA property unless said damage or taking shall prevent the future use of the septic system for the benefit of Error! Bookmark not defined. 95 Summerbell Ave. The Gahans or their successors in title may only tQMx Date the Agreement, upon one year's notice, first removing the said septic system in its entirety and restoring the CCMA land to its conditions as of December 31, 2013 and only after obtaining the written approval of the Town of Barnstable Board of Health and the release of the Deed Restrictions as they affect the CCMA. 10. Upon the sale of the Gahan's Property, this Agreement shall be considered assigned to, their successor in interest and the Gahans shall be released from any further obligations hereunder except for damages and fees then due and payable for which they shall retain joint and several liability with any successor in interest. This Agreement shall be recorded in the Barnstable Registry of Deeds as an encumbrance on the title of the Gahan's Property. Executed under seal by the following persons on behalf of the parties hereunder, each of which warrants and represents for its respective party that it is duly authorized to enter into this Agreement and to agree to the terms contained here. VA CHRISTIAN CAMP MEETING ASSOC D "s� Date: ' B G� /G��'2�T r `c'•" 44 James A. Lane, President Date:_ By: Clark Gates, Treas r THE GAHANS DL*e: o Gahan, III Date: —2s= ,y i Ca brine . Gahan Error! Bookmark not defined. Commonwealth of Massachusetts ss. February 2014 Then appeared James A.,Lane, President of Christian Camp Meeting Association, proven to me to be the person, who had signed the above document by satisfactory evidence, which was_ long personal acquaintance, or other: and acknowledged the foregoing to be his free act and deed. ' MAAITA )UCHARME Notary Public ' COMMONWEALTH OF,MASWHUSEM my Commission Expires Notary Public May 4;2018 ss. OU`l\'c l M ,l February , 2014 Then appeared Clark Gates, Treasurer of Christian Camp Meeting Association, proven to me to be the person, who had'. signed the above document by satisfactory evidence, which was--, long personal acquaintance, or other: and acknowledged the foregoing to be his free act and deed. ' SHARRON WALLACE ' NOTARY PUBLIC-ARIZONA �j �, W0.1`(�x,�.t PIMA COUNTY 'p My Commission Expires T_ April 30,2014 Notary Public Commonwealth of Massachusetts ss• February 2 �, 2014 Then appeared John M. Gahan III and Catherine M. Gahan, proven to me to be the persons, who had signed the above document by satisfactory evidence, which was long personal acquaintance, or other: the foregoing to be their free act and deed. and acknowledged otary Public DEIRDRE ROBINSON Notary Public Commonwealth of Massachusetts My Commission Expires September 15,2017 Error! Bookmark not defined. i CB/Dlf "6 :-- go. ? � OWNER: m2�� JOHN W. II ►� nmlD GAHAN III I� ,w 0-<m e�2a CTF.#109860 I- m m p R �m m >0p �(�� sa2� mcI V FO gE ISTRy,;ff�QNLY �� CB/DH ay (DAMAGED) PLAN NOTE: STREET LINES COMPILED C,a. LOT 90 FROM AVAILABLE PLANS. zco a^ 't / PATIO�((� 103.0 ........_..... a2O jb m a� p/ ?O,�SS N � � a o a� / EASEMENT r! � ce/Dx FOR SEPTIC SYSTEM Tn 2,331 s.T. ` I CERTIFY THAT THIS PLAN AND SURVEY WERE \ ^� PREPARED IN ACCORDANCE TO THE PROCEDURAL AND TECHNICAL STANDARDS FOR 177E PRACTICE OF LAND SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS. . {, DATE: OWNER: y CHRISTIAN CAMP "oa CARY S. CABBIE P.L.S.N MEETING ASSOC. \ rs o T THIS PLAN HAS BEEN PREPARED COMPLUNC WITH THE RULES AND REGULATIONS OF TIME IN 0 MASSSACHUSETTS.DEEDS FOR THE COMMONWEALTH OF O I CERTIFY THAT THE PROPERTY LINES SHOWN DATE: ON THIS PLAN ARE THE LINES DIVIDING EXISTING ABUTTER: OWNERSHIPS AND THE LINES OF THE STREETS AS GARY S. NELSON S. HARTUNIAN SHOWN ARE THOSE OF PUBLIC OR PRIVATE WAYS CABBIE, P.L.S. ��?� ALREADY ESTABLISHED AND THAT NO NEW LINES FOR CTF. #183993 DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS o ARE SHOWN. P DATE: tiy`�,yo y GARY S. CABBIE, P.LS. EASEMENT PLAN OF LAND a� PB<PA®FOR CATHERINE GAIUN CB/DISK or 95 SUMMERBELL AVENUE GRAPHIC SCALE BARNSTABLE, MA „ J.E. LANDERS—CAULEY, P.E. CIVIL ENVIRONMENTAL ENGINEERING P.O.BOY 351 t}ST►u,MOU7K HA 02574 505 540—7733 pt� IN FEET I 50B 540—33"!� I Inch a 10 ft ASS. 22B 059 DATE: 1212012013 SCALE: 1`-10' DRAWN HY: IDR CSL - IOH NO. 2S19EASE SHEET. 1 OF 1 EXCERPT FROM BOARD OF HEALTH MEETING MINUTES 12/10/13 A. Jack Landers-Cauley, P.E., representing Catherine Gahan, owner — 95 Summerbell Avenue, Centerville, Map/Parcel 226-059, 3,010 square feet parcel, variance required to cross the property line for the soil absorption system on the adjacent lot. The Board determined additional time will be necessary for review. Among items to be addressed: (1) need wording of easement, (2) easement must be approved by the Town Attorney, (3) a copy of the letter from the neighboring lot authorizing approval for easement, (4) a 3-bedroom deed restriction on house lot# 95, (5) a notation on the Deed to # 95 regarding the location of the septic on the adjacent lot, (6) adjacent lot — a deed restriction that no building can occur on lot, and this would transfers to future owners. Upon a motion duly made by Dr. Canniff, seconded by Dr. Miller, the Board voted to continue this item to the January 14, 2014 meeting. (Unanimously, voted in favor.) qlNFILTRATOR" IM-1530 tanks Features & Benefits The Infiltrator IM-1530 is a lightweight strong and • Strong injection molded durable septic tank. This watertight tank design is polypropylene construction offered with Infiltrator's line of custom-fit risers • Lightweight plastic construction and heavy-duty lids. 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PolyLok is a trademark of PolyLok,Inc.TUF-TITE is a registered trademark of TUF-TITE,INC.Ultra-Rib is a trademark of IPEX Inc. ©2014 Infiltrator Water Technologies,LLC.All rights reserved.Printed in U.S.A. IM21 0214 • • • • • • . • :11 � • . i i' SSRVING TyFA S� q Christian Camp Meeting Association 39 PROSPECT AVE. CRAIGVILLE, MA 02632 TELEPHONE 508-775-1265 .off crugville �� For All People In All Seasons 0`/0/NG FOR VSf'J'J Mr.John W.Gahan III 7 Oldham Road Arlington,MA 02474 Subject: Easement to install a septic (or soil absorption system) on Christian Camp Meeting Association (CCMA) property,90 Ocean Ave,Centerville,MA Parcel 226/059 Dear John, Shortly after speaking with you I met with the CCMA's Executive Board. The CCMA is agreeable to an easement on/under CCMA land,with rights of access to install and maintain. Re-grading of a portion of the lot is acceptable to accommodate your septic system.We prefer to have as many of the mature trees preserved as possible. The CCMA will grant the above rights with an easement and/or agreement that includes a$500 annual fee and the reimbursement of the parcel's real estate taxes each year to the CCMA. The CCMA and Craigville neighbors want to keep open and natural as much green space as possible. I would be willing to meet with your septic engineer and I am available all year round.We have had a lot of experience with Title V systems in our own yard. I am enclosing the Town's Assessing Division detail for the CCMA lot in question for your information. Sincerely, James A. Lane President-CCMA (508) 778-0507 95 Summerbell, Centerville Staff comments: -Variance request form (Board to figure out how they want application filled out (currently lists 95 Summerbell (house lot) and has the map\parcel of 90 Ocean (proposed easement\septic location) -Correct variance to request should be from 310 CMR 15.211 -Steps to be followed in accordance with 310 CMR 15.412(4) (needs State approval as well) -Before the septic permit can be issued (if approved by the Board of Health, need State approval and easement filed with registry of deeds) -Should list design standards on plan (i.e. 10' x 45' x 6" leaching field) .1 -Size and orientation of discharge holes for leaching pipes not specified -Need to check breakout 15 feet of edge of SAS. Top of SAS elevation of 92.803, 15' off'o edge of SAS elevation of 92.5 (if constant slope in new proposed grade) ✓Is the outdoor shower shown on the floor plans tied into the septic system? �WPerc form must be submitted (not located in the Health Division files) _Need to update perc information on septic plans once perc form is received (Need B ard� of Health witness, Perc#, depth of perc test and to confirm the perc rate is 2 minutes p r inch. Need to verify that the septic is being installed in the same soil horizon that t perc test was performed in. g pause —L -High groundwater determination\adjustment method not shown 0�40 a J;.4-d 3'):�k --Need to label the test holes (#1, #2) on page one - I, -What is the location of the existing septic? ti -1' -Page 2, under the diagram of the d-box the note says if over 4' of cover needs to be H- . 20, in 2006 DEP changed the regulation that if it is over 3' over cover needs to be H-20 -Building sewer is less then 10' to the water line , �i,,,j E.11-0 I>) 'I,-,PP � Town of Barnstable Geographic Information System November 25,2013 - zzson zz6oa5 # �vG 226084 #129 #126 0-6 9` #17 226083 � #117 226075001 228075 226090 #116 01 226149 226091 #27 63 �D A 2260tiu " F -O L #95 F :•226074 #93 ;:.. ':: iii;r'.:}'::; .. ::•tii:E{;:iPt`a•': •:':'::"i:;E. ::•: 226061'::'::: 228 070 17 a P V V @ 0 @ zz6 a69 #13 J 226072 #173 226088 2260 #7 J� 00ty P �P 2#0 226066 226067 V�84 2260 #3 #5 JP #163 0 24 Feet 226196 226063 #o DISCLAIMERS:This map is for planning purposes only. It Is not adequate for legal Map:226 Parcel:060 Board of Health boundary determination or regulatory Interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located are only graphic representations of Assessors tax parcels. They are not true property across the street. Abutters El w boundaries and do not represent accurate relationships to physical features on the map l tJJ j such as building locations. Buffer Print Page Page 1 of 3 Print this page • Owner Information-Map/Block/Lot: 226/060/-Use Code: 1010 Owner Map/Block/Lot GIS MAPS 226/060/ GAHAN,JOHN W HI & Property Address Owner Name as of CATHERINE M 1/1/12 7 OLDHAM RD 95 SUMMERBELL AVENUE ARLINGTON, MA. 02474 Co-Owner Name Village: Centerville Town Sewer At Address:No GIS Zoning Value: CBDCV • Assessed Values 2013 -Map/Block/Lot: 226/060/-Use Code: 1010 2013 Appraised Value 2013 Assessed Value Past Comparisons Building $ 88,000 $ 88,000 Year Total Assessed Value: Value Extra $ 9,000 $ 9,000 2012 - $ 403,600 Features: 2011 - $431,000 Outbuildings: $ 1,300 $ 1,300 2010 - $ 431,000 Land Value: $ 307,100 $ 307,100 2009 - $ 531,300 2008 - $ 531,700 2013 Totals $ 405,400 $ 405,400 2007 - $ 549,000 • Tax Information 2013 -Map/Block/Lot: 226/060/-Use Code: 1010 Taxes C.O.M.M.FD Tax $ 599.99 (Residential) Community Preservation $ 106.54 Act Tax Town Tax(Residential) 3,551.30 Fiscal Year 2013 TAX RATES HERE 4,257.83 • Sales History-Map/Block/Lot: 226/060/-Use Code: 1010 i http://www.town.bamstable.ma.us/Assessing/print 13.asp?ap=0&arnp;searchparcel=226060 11/25/2013 Print Page Page 2 of 3 History: Owner: Sale Date Book/Page: Sale Price: GAHAN, JOHN W III& CATHERINE M 1/15/1987 C109860 $1 GAHAN, JOHN W III 8/15/1985 C102887 $125000 PAN AM REALTY, INC 4/15/1985 C100848 $90000 SARGENT,MARION L 3/20/1968 C30022 $0 • Photos 226/060/-Use Code: 1010 • Sketches-Map/Block/Lot: 226/060/-Use Code: 1010 PTO 1. Ta _ A 4 9AS 3 1 C . F, AsBuilt Card N/A • Constructions Details-Map/Block/Lot: 226/060/-Use Code: 1010 Building Details Land Building value $ 88,000 Bedrooms 3 Bedrooms USE CODE 1010 Replacement Cost $117,305 Bathrooms 1 Full Lot Size 0.07 (Acres) Model Residential Total Rooms 7 Rooms Appraised $Value 307,100 http://www.town.bamstable.ma.us/Assessing/print 13.asp?ap=0&searchparcel=226060 11/25/2013 Print Page Page 3 of 3 Style Conventional Heat Fuel Gas Assessed Value $ 307,100 Grade Average Plus Heat Type Floor Furnace Year Built 1890 AC Type None Effective 25 Interior Pine/Soft depreciation Floors Wood Stories 1 1/2 Stories Interior Wall Walls Brd/Wood Living Area sq/ft 1,025 Exterior Wood Shingle Walls Gross Area sq/ft 1,784 Roof Gable/Hip Structure Roof Cover Asph/F GIs/Cmp • Outbuildings& Extra Features- Map/Block/Lot: 226/060/-Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value FPL2 Fireplace 1.5 1 $ 3,400 $ 3,400 stories PAT1 Patio-Average 324 $ 1,300 $ 1,300 FOP Open Porch-roof- 180 $ 5,600 $ 5,600 ceiling • Sketch Legend Property Sketch Legend B2N Bam-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area SOL Solarium (Finished) BMT Basement Area FUS Second Story Living Area TQS Three Quarters Story (Unfinished) (Finished) (Finished) BRN Barn GAR Garage UAT Attic Area(Unfinished) CAN Canopy GAZ Gazebo UHS Half Story(Unfinished) CLP Loading Platform GRN Greenhouse UST Utility Area(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UTQ Three Quarters Story (Unfinished) FCP Carport KEN Kennel UUA Unfinished Utility Attic FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUS Full Upper 2nd Story (Unfinished) FHS Half Story(Finished) PRG Pergola WDK Wood Deck FOP Open or Screened in PTO Patio Porch http://www.town.bamstable.ma.us/Assessing/print l 3.asp?ap=0&searchparcel=226060 11/25/2013 Nov. 26. 2013 9: 18AM Craipille conference �/ R raj 2NNo(.j0�2j53 P. 1 VtworNFA �� ��0"I 491 qS� Christian Camp Meeting Association 39 PROSPECT AVE. CRAICVILLE,MA 02632 TELEPHONE 508-775-1265 cn*viue for All People In All Seasons November 25,2013 I.E.Landers-Cauley,P.E. Civil Environmental Engineering P.O. Box 364 West Falmouth,MA 02574 Subject:Site Plan- Catherine Gahan-95 Summerbell Ave. Dear Jack, This to advise that the"Site Plan Prepared For Catherine Gahan of 95 Summerbell Ave. Barnstable, MA-revised Nov. 25, 2013"for a sewage disposal system on a portion of a proposed easement(90 Ocean Ave. 226/059)to be granted by the Christian Camp Meeting Association (COMA) meets our approval, Sincerely, James A. Lane President-CCMA (508) 778-0507 Site Plan for Catherine Gahan http://mail.aol.com/38203-112/aol-6/en-us/mail/PrintMessage.aspx From: Jim Lane<jarthurlane@hotmail.com> To:jlandersca<jlandersca@aol.com> Subject: Site Plan for Catherine Gahan Date: Mon, Nov 25,2013 9:35 am Hi Jack, This to advise that the"Site Plan Prepared For Catherine Gahan of 95 Summerbell Ave. Barnstable, MA-revised Nov. 25, 2013"for a sewage disposal system on a portion of a proposed easement( 90 Ocean Ave. 226/059)to be granted by the Christian Camp Meeting Association (CCMA) meets our approval. James A. Lane President-CCMA (508) 778-0507 1 of 1 11/25/2013 11:15 AM Prop ID:226189 CARDARELLI,PATRIZIO Q TRS PATCO NOMINEE TRUST 107 ST REGIS CRESCENT SOUTH TORONTO,ON M35246 CANADA,. . Prop ID:226059 CHRISTIAN CAMP MEETING ASSOC 39 PROSPECT AVE CENTERVILLE,MA 02632 Prop ID:226074 CURRIER,DIANE L 47 TROWBRIDGE AVENUE NEWTON,MA 02460 Prop ID:226061 FARQUAR,DOUGLAS&FRANKLIN, 1601 OLNEY-SANDY SPRING ROAD SANDY SPRING,MD 20860 Prop ID:226060 GAHAN,JOHN W III&CATHERINE 7 OLDHAM RD ARLINGTON,MA 02474 Prop ID:226082 NORWOOD,STANLEY W TR C/O VESTER,NANCY NORWOOD PO BOX 182 ST ALBANS BAY,VT 05481 AbutterReport Page 1 of 1 ,z Board of Health Abutter List for Map & Parcel(s): '226060' Direct abutters(no set distance)and the properties located across the street. ''�II Total Count: 6 19 U Close Map&Parcel Ownerl 0wner2 Addressl Address 2 Mailing Country Deed CityStateZip 226059 CHRISTIAN CAMP 39 PROSPECT AVE CENTERVILLE, MEETING ASSOC MA 02632 226060 GAHAN,JOHN W III 7 OLDHAM RD ARLINGTON,MA C109860 &CATHERINE M 02474 FARQUAR, 1601 OLNEY-SANDY SANDY SPRING, 226061 DOUGLAS& SPRING ROAD MD 20860 24991/15 FRANKLIN,ANN T 226074 CURRIER,DIANE L 47 TROWBRIDGE NEWTON, MA C181266 AVENUE 02460 226082 NORWOOD, C/O VESTER,NANCY PO BOX 182 ST ALBANS BAY, 9488/7 STANLEY W TR NORWOOD VT 05481 226189 CARDARELLI, PATCO NOMINEE 107 ST REGIS TORONTO,ON CANADA, . . 7846/044 PATRIZIO Q TRS TRUST CRESCENT SOUTH M35246 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessors database as of 11/25/2013. http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 1.1/25/2013 l@ov. 26. 2013 9 IEAM Craivill: No. H53 P. l �p P10, (S'08) �10 , 3341 T Christian Camp) Meeting Association 39 PROSPECT AVE. CRAICVILLE,NIA 02632 TELEPHONE 508-775-1265 , �JC,124wfue For All People In All Seasons November 25,2013 J.B. Landers-Cawley,P.E. Civil Environmental Engineering P.O.Box 364 West Falmouth,MA 02574 Subject: Site Plan- Catherine Gahan-95 SummerbellAve., Dear Jack, This to advise that the"Site Plan Prepared For Catherine Gahan of 95 Surnmerbelt Ave. Barnstable, MA-revised Nov. 25,2013"for a sewage disposal system on a portion of a proposed easement ( 90 Ocean Ave. 2261058)to be granted by the Christian Camp Meeting Association(CCMA)meets our approval. Sincerely, James A, Lane President-CCMA (508) 778-0507 £'d ed'Aalneo-siepuel of dg ►,0£l L L oea J DALE iq IRFRE UARNS 9; atie� ItEC. BYS Town Of Barnstable ' Board of Health 200 Main StTret,Hymmis NLA 02601 Office: -i 9_36=-t6�1 F R a�na A.Miller-�/LD. FAX: 505-79U-6304 nrnichr Sa�:arvta i Pawl I (7--inniM D.M.D. A'�`� �� VARi4NCE REQUEST FORM L OCA l 1 ON f� Prope-ty Address._ �� �J-W OMS-l>Gt� �V -E) �aA( 'tZ(a /C-c; Pusessm's Map attdPercel Ntunber: _ 2Z(,— 4jQ) Size of Lot ,_"�d Ie� SF Wetlands riti in 300 Ft. Yes Business Nanle: h J a No Subdivision Nante: APPLICANT'S NAME: L Phone �y �O ` -+_7 3� Did die ova►er of the pro,3erty authorise von to r:pi esent hitu or •r? Yes Nc PROPERTI' OWNER'S N ANIE CONTACT PERSON i Name: - -- - AZY Address: z--,, AW, V Address: Q-EdC 3 }ct,,- - -4g%) Plaonep.7je'"; 4 5 VARIANCE FROM REGULATION( tat lq.) REASON FOR' APIANCE(May anadi ifiuwt space need':d) e CM6 • �O i— � lG 0 0 1f L L A.) r ' NATURE OP WORK Hose Addition 0 House Rcuot•ation'k_ Repair of Failed Scpt.ic Svstem K _3 Clieeklrsf (to be completed bi-gi'ce staff person r eceit ing rRrirnrce.a 2.eruest apalicnt:onj - Please strbmU copies in 4 se)mrnle rampieled sets — / r cur(d)copies of the completed:arimce request form " row(t)c�p:es of enzttu^reel plan snhmiued(e.�.sepnrstenz plans) �ampleteci sc�'cn(-)po�c elmcklist co:tftrtrnn.;rct-i::n oCene�aecrc3 septee st:slem plan b}stihmisgn^enganecr•o-regrxrer�cl:su:ttattrn:. I our(-I)copim oflabeled dilncnsional flo.01'Plans snbun!itcl(e.p.house plans of tcs:autani krtdrertplar:s) / Sigued letter statirs that die propertm-onuer authorized you to: prescur him-her for dtis re-quest Applicant tmdemmkis than the abutter mas:be rarifiee bi certified wail at!east tea(Inn prior to meeting date Par applicants pease.efor Title V aitd,cr local sera st rqw-' liou variances onh) till tneutr s»omitted fEor greas:trap variauce:ecptests otilr) :. N -ariarxe reo1x:s7 applieanon iee colkctrei(w,"ee fo:life gsraare modificntion Minvals.grease in? trianet renrn-'as(same oritter:l:s.=.ee only°]. otrsicle.dining canairce renen tls[store oaten l:"usee cn hl.and vat;atces to repair baled setcage disposal sxstems[oakv if no expansion to*e / building�roptredj) J t'ariarice request-Amitted at least 15 dais prior to meet:a_>date AR1A�URAPPROVED 'atzueltmer.Cirairrnat ?`OT APPROVED Juuiclr S<tna anaoi P.EASON FOR i?LSAPPdt0YAL Paul].CannitE Dl,-LD. C \Users\de coil ik1ApgData\Local\t•2 czcsoft lh 3orr:s\TetaPora±y Internet Files\Content Outlock\RA.79P9B?\\:yRIP.EC DOC Z'd ed'Aejneo-slepuej of dg�:60£L l oea }. E. LANDERS-CAULEY, P.E. CIVIL • ENVIRONMENTAL ENGINEERING PO. Box 364 • West Falmouth, Massachusetts 02574 PHONE 508• 54.0 - 7733 • FAX 50B - 540 - 3344 E-Mail:jlander,ca%r.aol.corn DATE: MEMORANDUM OF: D Telephone Call O Public Meetings O Office Meeting O Client Other: CLIENT: JOB NO.: 30ARD/7O WN: PRESENT AT MEETING: (Client,Attorney,etc) MEMO OF MEETING:(it is important that issues, promises, agreements, required submissions or changes be written down,' urqM PUBLIC HEARING: HEARING CLOSED? D Yes O No APPROVED: 173 Yes O No CONTINUED TO: IF YES, Time: Date: OTHER: 0 SEND A COPY OF THE MEMO TO THE CLIENT fATTORNEY SIGNATURE.• I � I C'd VIV££-0`179-809 ad'Aalneo-saapuel of dt,L:LO£I, L L oe4 GIN TXY�}I yaV/ v �� E E A4 A4 Aa PATIO p,.2• a Aa PATIO a § a H 28'-0"i DN. 12'-0' 6-9' 4'-9' 39'-0'i p'a' uo" la-0' 3'46' V.- ANDERSEN ANDERSEN ANDERSEN OUTDOOR tq„ FWSLO I'6'xfi'B' FWNIp606B APL FWSLD I'6'v&W SHOWER FRENCHW000 FRENCHWOOD FRENCHWOOD E E SIDEUGHT DOOR I SIDELIGHT REF C b C m a r-s WS2•T.iADB L• (KITCHEN m 4 a$ MASTER72'.111- s C t7 I ,�• c c p (VERI KITCHEN BEDROOM A4 P�T. SINK LAYOUT WI OWNER) -11 rr b = � E I F p I I I I S I= w § I CLOS. „ICLOS. ml r E raise § O W S ROOF TALL 6 BELOW O n GBMET I m RANGE 00 I — p-0'i O 31 Y DINING p-0 3 rp"xse' C "I § PKT.DOOR E ^' - PATIO 'v A I MASTER e Pd 3 ' B e BATH BATH F na e CRAWLSPACE I na A4 Aa I A4HALL _ TALL CABINET b I PKT.DOOR m Q a 2'6'DOOR ��N A C SI ry TEMPERED © S 33,e b H ON. I a _ I § —— BUILT°NF2- CABINET1'J' LIVING GAS F.P.NEWELLPOST VERIFYB RAILINGS gLL DETAILS5'-0411 TEMPERED OWNERS (TEMPERED G A q A VENEER Aa `+ A4 A4 A4BEDR OM#MANTLE Ip + I I BUILT°N 0'0 CABINET 'L ff�y AE E I.-S. 4-1 &-l' I n COVERED N �—ROOF BELOW N OUTLINE OF N PORCH 5-0 p'A' -T PORCMABOVE P.T.O x p POSTS Wl D D AZEK OR KOMA CASING A4 A4 19'A'i ° 19'A'i 19d FIRST FLOOR PLAN SECOND FLOOR PLAN BASEMENT PLAN (D SMOKE DETECTOR LEGEND: ©CARBON MONOXIDE DETECTOR EXISTING WALLS CONSTRUCTION TO BE REMOVED IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS WINDOW SCHEDULE NEW CONSTRUCTION CLIMATEZONE5A(USE EITHER PRESCRIPTIVE VALUES ORRESCHECKCALCULATION TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS TABLE p02.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS)` A ANDERSEN ADH2648 2'6"x 4'8' DOUBLEHUNG o F B ADH2O48 2'0"x 4'8" DOUBLEHUNG C ADH2634 2'6"x 3'4" DOUBLEHUNG NOTES: D AAN2620 2'6"x2'0" AWNING ^\ 1.R-VALUES ARE MINIMUMS 8 U-FACTORS ARE MAXIMUMS. 2.15119 MEANS R-15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR E ADH2644 2'6"x4'4" DOUBLEHUNG OF THE HOME OR R-15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL F ADH2638 2'6"x3'8" DOUBLEHUNG 3.REFER TO IECC 2012 CHAPTER p FOR ALL INSULATION&ENERGY REQUIREMENTS G AAN2620 2'6"x2'0" AWNING H AAN2626 2'6"x 2'6" 1 FIXED AWNING W/CUSTOM ART GLASS INSERT 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 2.ANDERSEN A-SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR&INTERIOR GRILLES IMPACT GLAZING LOW-E HP 4 GLAZING W/TRU-SCENE SCREENS&ESTATE SATIN NICKEL HARDWARE t THE DESIGNER SHALL BE NOTIFIED IF ANY ®�® COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR ERPOPS OR OMISSIONS ARE FOUND ON SCALE THESE DRAWINGS PRIOR TO START OF DRAWING NO.: CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENTIN 1/4" MASHPEE,MA. 02649 GAHAN RESIDENCE DESIGNER OFAN ERRORS IFNOROMISSI PH. 508 ,MA. 66 COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE FAX(50 )539-9402 THESE SE DRAWING RED.ANYOTHERUSEOF DATE . THESE DRAWINGS REQUIRES THE WRITTEN 5/1/2015 95 SUMMERBELL AVENUE CENTERVILLE, MA ARC�TEbnRL COYIRIGHT PROTECTION Al 31 3M-x 14•LVl }t 3/4'r 14'lvL RIOGESEAM RIDGEBEAM TYP.WALL CONST. 2'B'S®'�°` TYP.ROOF CONST. 2xes®te" 1.2 a4 STUUS®16'o.c. 12F 121F 12 2a Ss�t6 o.c. 2 12'PLV WOOp BREATHING .2 r B IMF RAFTERS�16 c.c. 3.6-(R=2o)SPRAY FGAM INSULATION -SJ8'CD%PLYWOOD ROOF SHEATHING 12 4,1/r-SUM BOARD -ASPHALT ROOF SHINGLES 5.W.C.SHINGLE SIDING 1 n 8 V{iR00VE -15LB.FELT PAPER 6.TYVEK VAPOR BARRIER CEILINGS ON S.F. -SPRAY FOAM INSULATION 2-2x ONLY ®SLOPED CEILINGS(R�9) -3-13N•z 14'LVL RIDGEBEAM - -SIMPSON H 2.5 HURRICANE CLIPS I iOP OF%ATE }{ AT ALL RAFTER EfII%5 TOP OF PLATE n 11 BEDROOM#2 -ICE/WATER SHIELD AT BOTTOM `'I TOP OF PLATE - OOF PROPA VE-BETWEEN RAFTERS '4 � 'i m MASTER - a -q IN.WASHBARRIERS R 'r - LUMINUM DRIP EDGE BATH HALL ^MASTER 2 EW 2x B RAFTERS / BEDROOM 2 EW 2nB RAFTERS 3I4'T&G PLYWOOD BATH \ Q4 ®16°.c. 4 SUBFLOOR-GLUED&NAILED n K SECONDFLOOR f2 SECOND FLOOR - \\� SUBFLOOR Q5 SUBFLOOR I SECOND FLOOR � _ -� BUBFLOOR �- TOPOFPLATE 2.19. 1ro.c. TOPOFPIATE TOP OF PLATE 2z iDe�lro.c. 2x10 JOISTS(el t6'o.c� TOP OF PLATE 2.10a�tro.c. 2a10 JOISTS @16 o.c. W 12a 1360R W14x KB 1 SI EEL BEAM L GYP.BOARD IL W 12 x 136 0k I-1R'GYP.BOARD W12.13B OR ON t 13 STRAPPING W 14 x 1% ON 1.3 STRAPPING W 14 x 109 �+6'o.c. STEEL BEAM i ®16'c.c. STEEL BEAM � h LIVING W DINING KITCHEN ' BATH DINING KITCHEN FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR Su 2x12'% 1Z'°.c_ El 104.0' Zr Its t2"o.c. ELEV.t04.0' - ATTACH SIMPSON CS+6 .__ -__ EL.1W. 2x12's®12'.... STRAPS AT 36 o.c.FROM a-2 x 12 GIRT SILL TO RIM JOISTS77" 1 P.T.2 z 6 SILL THROUGHOUT W t2 v 35 STEEL SEAM J NEW W12a 3S STEEL BEAM-+ Wl7URI CRAWLSPACE EL 1Dt.0' FULL FULL MENT Z CRAWLSPACE CRAWLSPACE BASE BASEMENTII I' NEW 3-GONG.SLAB I W _ CONIC,BLOCK L CONC.BLOCI( WALL FTG. B" I - -.._._ 1 GDLL FTGx 1B' I' - CONC.FTG. _ -l�� _ - EL.95.5' _ OWN `- COMPACTED FILL IN OMPAOTED FILL IN COMPACTED FILL IN NEW B'fONCRETE FOUND. 1r LIFTS 12 LIFTS 17 LIFTS WALLS LV/P.MIDDLE.HORIZONTAL- L� ^ FII BAR ATTOP, RIZONTAL n BUILDING SECTION @ KITCHEN n BUILDING SECTION Vw KITCHEN W/05 VERTICAL BARS 38'°.c. &e•x 1e•CON..FOOTINGS TO A4 A4 4tl-BELOW GRADE W1(3)Y5 HORIZONTAL OARS nBUILDING SECTION IQ LIVING STEP WALL DOWN AT MID-POINT A4 BLUEST ONE OR CONCRETE VERIFY ALLLHEIIGG IHTS IN THE FIELD) BLUESTONE GAP pgyER PA110 -- �l �) SUMME0.BELL EL+M.O AVENUE EL.103.E r CONCRETE RETAI NG WALLS f - L..RAL ETAINING WALLS WI"VERTICAL BARS®16'c.c.& - BARS�16-o.c.& p4 HORIZONTAL BARS®16 o.c. BARS da 16'oPROPOSE.4RADE NOTES: 4.-5. BUILDING SECTION @PATIOL BLOCK TD1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS A4 RT'STONEp5 BARS @ 16'Dc&DIMENSIONS IN THE FIELD 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER NAILING SCHEDULE 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 110 MPH EXPOSURE C WIND ZONE FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR x JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS ROOF FRAMING: zxBRAFTERs 16 P.a. STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 - ----- ---- ------ ---- BLOCKING TORAFTER(TOENAILEO) 2-Btl 2-tOtl EACHENO 5�2 / S.) 110 MPH EXPOSURE C WIND ZONE, RIM BOARD TO RAFTER(END NAILED) 2-18tl 316A EACH END 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, WALL FRAMING: TOP of BEAM _ s�6'o:a: OR HORIZONTALLY W/BLOCKING AT EDGES,3'EDGE/12"FIELD NAILING STUD PLATES AT INTERSECTIONS NAILED) a-1sd slsa - Ar JOINTS 2-2 x 8 BEAM- - .-- STUD TO STUD(FACE NAILED) 2-16 d 2-1 ad 24'o.c. (SEE SHEARWALL INFORMATION) HEADER TO HEADER(FACE NAILED) 18d 18d 16'O.c.ALONG EDGES 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e 1-1360 LOAD FLOOR FRAMING: ____ PT.4x4POSTSWI _ 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY J.E.LANDERS-CAULEY,P.E.FOR ALL JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d - 4-10d - PER JOIST BODYGUARD CASING PROPOSED&EXISTING DETAILS ___ BLOCKING TO JOISTS NAILED) 2-B 2-10d EACH END FASTEN TO SEAM W/ L BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3180 4-18d EACH BLOCK SIMPSON AC4&LCE4 I I, LEDGER STRIP TO BEAM T OR LATE(T E NA[U D) 3-16d 4-16d EACH JOIST POST CAPS 1 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL 1 LEDGEJOIST STRIP TO TO BEAM GIRDER UEO) 3-1d 3-16d PER JOIST SIMPSON COMPONENTS J�'- BAND JOIST TO JOIST(END NAILED) }46d a16d PER JOIST - SUBFLDFIRST R i 10. ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS EL 1o4.v I" _EL.104.0' BAND JOIST TO SILL OR TOP PLATE(TOE"LEDO 2-18d 3.1W PER FOOT suBFLooR )TO BE 3000 PSI - P.1'. ROOF SHEATHING: P.T.2,1" 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W1 OWNERS ON THE SITE EL-2,a l w WOOD STRUCTURAL PANELS(PLYWOOD) - - - - DURINGFRAMINGCONSTRUCTION RAFTERS OR TRUSSES SPACED UP TO 16'o.c. ad lw 6'EOGE/E FIELD RAFTERS OR TRUSSES SPACED OVER W o.c. Sd 10d 4'EDGE/4'FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG ad 10d 6'EDGE/6 FIELD 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE b d'-5• GABLE END WALL RAKE OR RAKE TRUSS ad 10d W EDGE/6'FIELD - P.T.6 a B POSTS ON Ir DIA CONCRETE 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS ad 10d a'EDGE/4-FIELD UNDERNEATH T 4DIA.BIGFOGTFOOTINGS VIA UNDERGROUND CONNECTIONS TO COMPLY WI ALL LOCAL CODES UNDERNEATH T049-BELOW GRADE.USE --u- CEILING SHEATHING: _ SIMPSONZMA%ABUBOS 6PTBASE&ACB OR 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE-C" 4'� GYPSUMWALLBOARD 5d COOLERS - -- PEDGE/16FIELD ACE6 POST CAPS &WITHIN ONE MILE OF NANTUCKET SOUNDPER STATE OF WALL BREATHING: MASSACHUSETTS WIND SPEED MAPS WOOD STRUCTURAL PANELS(PLYWOOD) -- P:I I x 10 LEDGER BOARD LAG BOLTED TO S 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING BUILDING SECTION PATIO STUDS SPACED UP TO 24'o.c. 8d tod 6'EDGE/12'FIELD SOLID BLOCKING W/(2)JOISTS ANGER TS 1/2"&25/32'FIBERBOARD PANELS 8d - 3'EDGE/6'FIELD B'o.c.STAGGERED W/JOISTS HANGERS OR PLYWOOD PANELS,VERIFY ALL WIND BORNE DEBRIS PROTECTION 12'GYPSUM WALLBOARD Sd COOLERS - 7-EDGEIIWFIELD REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION t FLOOR SHEATHING_---- _ _ _ 0 BUILDING SECTION @ PORCH i6.)THIS PROJECT WAS APPROVED THROUGH THE BARNSTABLE HISTORICAL WOOD STRUCTURAL PANELS(PLYWOOD) - - -- COMMISSION AND THE ZONING BOARD OF APPEALS.ANY CHANGES TO W OR LESS THICKNESS ed 1od 6'EDGE/1r FIELD A4 THIS PROJECT DURING CONSTRUCTION WILL NEED PRIOR APPROVAL FROM GREATER THAN 1'THICKNESS +od 16e 6"EDGE/8'FIELD THE OWNER,DESIGNWER AND TOWN OFFICIALS. THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OROMISSIONSAREFOUNOON SCALE DRAWING NO. COTUITBAYDESIGN, LLC NEW ADDITION/REMODELING FOR. THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD NEWCONSTRUCTION.THE BUILDING CONTRACTOR MASHPEE,MA. 02649 WILLBE RESPONSIBLE FORTHECONTENT 1/4 11-O" GAHAN RESIDENCE DESIGNE DRAWINGSIFCONS RUCTION PH.(508 274l-1(166 COMMENCES WITHOUT NOTIFYING THE A FAX(50�)53^-"4O2 OF TBE ER OF HE OWNER NOTEDERRORS OR OMISSIONS. �� THETHE OWNER NOTED SOLELY 01 FOR R USE USE DATE 95 SUMMERBELL AVENUE CENTERVILLE, MA COSENTOFTH DEODIRESTNEWRITTEN 4/30/2015 CONBEET OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1890. 28'4T law3x3x STEEI POST UN DER EAC C © F END OF 2 x E HEADER BTEELB QP O . (SEE DETAIL) —_ ® ———_— 2- —— _ —_ 3K2J 1J 3K,2J M2J � 1 1 � I H L/ T : I 1 I c I c 4 1 a Aa 1 I a 4 OO Aa I 3K.3J HEADER TO I II I[2 Im 3JACK STUDS � �t_��l—C�I 2K.2J lO 1 I 1_ FROM ABOVE 2J TO HEADER NEW �_� r Y Y IIv� 3J FULL JK. L HEADER TO —� _ ---- 4-0 k O I �I II O V 'I P h 4.oY .19� C_ I I ��-1L'L I BASE- O 3 JACK STUDS I' l,r II I J II I MENT s NEW p�I s a a 3K2J OO CRAWLSPACE 'i a a Aa 3K.2J P II w 3KL PI I I \. I� zz 2K21 2 4K2J O 4 I .—y L I >7 ---IIf77S K,2 1 I g.• ' I � I __ II 2K-2J A `III K21 1 A � A I I I A �g A I A II ,2K,z, I —� a A4 I! a Aa ( a it 1 \ I I O I ! f 3K tJ 3K2J,2J 1J 2K2J I L —__ 3K 2J 1J 3K,2J ' --- NEW 2-2xBHOR----- ----8 O— QV— — — O\ 3. IE- POST UNDER END 15'JT W 15.1 OF BEAM 4'A' 1q W D Aa A BASEMENT SHEARWALL PLAN 1gE'k FIRST FLOOR SHEARWALL PLAN SECOND FLOOR SHEARWALL PLAN ❑PTION #1 HEADER SIZ ® G CQ G ® 8 L=I'-0"T04'-0" fll urns (Hsw (X",imt II)w 11)w (�)Pncroit�cx�lw.M Ui KILv L-4'-1'TO6'-0' tx)Is (z)v4 ilt)'assza eM1x enc:+Kn+ (UAzs D)w .vxe sonm,no.u:¢nnn u v.�O)le-(om RnII-s mr L=6-I""ID 3'D" lzt uTn lx Ix)sn leen'bn 11)w n)w � (suiNvre4 L-8'-1'TO 10'-0" (xl urn:s D)sH14 (I�yss�°.� I 111w Rlw _ -"' L-10'-I'TOIG-0' Q)sDixx M-1 vlvp xmr fHw Rlw tI11L.n sr OPTION #2 w` HEADER SIZE ® ® © Q ® Q (0 \v I.V "TO4'-0' _ i)au 01 (I)423 L-4'-I"TO6'-0' pq� (Ow D)— - - L-6'-1"TO B'-n" te�m pta Olw la)w (seF.l�xt�ie�T rvn L=B'-1'TO IU'-0" "�Oi�_ plt s`x (tlnv ry)w L-10'-1'TO W-0" (xirn v pl ssmm I,- R)w iv E ri. Cy EL [PO vecuta�cniLLum�rtms ':walium ixmetswvu `moiam. 'nile".ws t+x 4•oc uncx s„m ro.olJ:N..,e stw H�4ewwu� o awam�nemm uuma mTmm auT+nwnmR room> FRAMING @ WINDOW AND DOOR OPENINGS THE DESIGNER SHALL BE NOTIFIED IF ANY COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: ERRORS OIROMISSIONS ARE FOUND ON SCALE : DRAWING NO.: THE5E DRAWINGS PRIOR TO STAR I OF 43 BREWSTER ROAD CONBRCON.THEBU CONTRACTOR WILL SEE RESSPONSIBLE FOR OR TH THE CONTENT 1/4" — 1-pll IN THESE DRAWINGS IF CONSTRUCTION MASH PEE,MA. 02649 COMMENCES WITHOUT NOTIFYING THE PH.(508)274-1166 GAHAN RESIDENCE OFS EOWNERN ERRGRS OTHERUSEMISSIO O DATE : �� FAX(50 }539-9402 THESE DRAWINGS ARE SO OR FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF VILLE MA THESE DRAWINGSREOU-ER THER EN 95 SUMMERBELL AVENUE CENTER �OF 9URALCEB IGHT ROTEGTE 5/1/2015 ARCHITECTURAL COPYRIGHT PROTECRON SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: GENERAL STRUCTURAL GENERAL STRUCTURAL WALL TYPE SCHEDULE: NOTES: NOTES;FIRST FLOOR HOLDDOWNS: (PER GSNAP a 16 D.C. L ALL CONSTRUCTION IS TO BE IN ACCORDANCE WI1H'I HE WALL FRAMING UPLIFT CONNECTIONS: 8,11C PLYWOOD-(EDGES ZED BOX O (1)-CS 16 COB.STRAPS W/(26)IOd(0.148"x 3"LONG)NAILS WHEN MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY ROOF SHEATHING 8d COMMON OR GALVANIZED BOX NAILS Q 6-O.C.LEDGES AND I STRAP IS APPLIED OVER PLYWOOD SHEATHING(15"MIN.STRAP DWELLINGS,BTH EDITION(780 CMR),AND ALL AMENDMENT'S,WHICII IS I.ATTACH EXFER TOR WALL STUDS TO I'HE DOUBLE TOP PLATE AT THE 12"O.C.FIELD, END LENGTH AT EACH END OF STRAP)OR(30)Bd(0.131 x 2 Y"LONG) BASED ON Ti IC 2009 LNTERNA'DON'AL RESIDENTIAL CODE. ROOF WITH(I)TSP CONNECTOR AT 32"O.C.PROVIDE(9)-IOd I I!4 NAILS (7) - IOD NAILS NAILS WHEN STRAP IS APPLIED DIRECTLY TO 2X FRAMING l'O 1-HE STUD AND(6)-IOd NAILS TO THE DOUBLE TOP PLAIT.. @ EACH EN MEMBERS.(17-MIL.STRAP END LENGTH AT EACH END OF STRAP). I HE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE CONNECfOR'I'O BE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT 'PLYWOOD-(EDGES BLOCKED) PROVIDE HALF OF THE REQUIRED NAILS SPECIFIED ABOVE AT WITH AMERICAN FOREST AND PAPER ASSOCIA'TION(APdP.A),"WOOD REQUIRED WHEN USMG H2ACONNECT.R PER NOTE^""ROOF FRAMING 8d COMMON OR GALVANIZED BOX NAILS C4 3"O.C.EDGES AND Q 12"D.C.FIELD. EACH END OF STRAP.ILES'TRAP IS LOCATED AT EXTERIOR WALL, FRAME CONSTRUCTION MANUAL FOR ONE,AND TWO-FAMILY CONNECTIONS". CONTINUE STRAP TO SINGLE STUD IN FIRST FLOOR WALL IF THERE DWELLINGS WFCM),AND I'HE"MINUMUM DESIGN LOADS FOR BUILDINGS ,+ -- -"'------- IS NO SHEARWALL BELOW,THE DOUBLE STUDS AT END OF THE AND OTHER STRUCTURES (ASCIE7-07 E,).THE BASIC WIND SPEED FOR THE, 2.EXTERIOR WALL STUDS ON SECOND FLOOR TO BE ATTACHED TO _--_+++++++ -+++++++ NOTE:FOR PLYWOOD SHEARWALL TYPES 1 AND 2 LISTED ABOVE. SHEARWALL IN FIRST FLOOR WALL BELOW,OR WRAP THE STRAP UF-_SIGN OF[HIS RIT(E'HIS STRUCTURE IS 110 MILES PER HOAR WITH STUDS ON FIRST FLOOR ACROSS SECOND FLOOR RIM BOARD W(I)CS 16 8d COMMON OR GALVANIZED BOX NAILS=(O.131 x 2 Y").GUN AROUND THE HEADER BELOW.PROVIDE HALF OF THE REQUIRED CATEGORY'C. COIL STRAP W/(14)IOd NAILS(7 NAILS AT EACH END OF STRAP)WITH A SEE ALTERNATE STRAP CUT L NG'I'H OF is-,'THE CLEAR SPAN ACROSS RIM BOARD. ASASUBSTINTE. NAILS MATCHING THE BAR-DIAMETER AND LENGTH MAY BE USED NAILING A'I'EACH END OF THE STRAP.) 3.IHE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ITIE LOCAL STRAPS 1'0 BE SPACED AT 32"O.C.(EVERT'OTHER ST AP UD).SIR"IS NOT ROOF RAFTER PER PLAN BUILDING OFFICIAL FOR THE:STRUCIURAL FRAMING WSPECTION(S).IF REQUIRED AT SHEARWALL,HOLDDOWN LOCATIONS.CS 16 COILSIRAPS Al TERNATF,ATTACH OPPOSING O (2)-CS 16 COI.STRAPS W/(26)1Od(0,I48"x3"LONG)NAILS WHEN THE BUILDING OFFICIAL REQUIRES I'HATTHE INSPECTION(S)HE 7'0 BE APPLIED OVER PLYWOOD SHEATHING. RAFTERS BELOW RIDGE BEAM OR STRAP IS APPLIED OVER PLYWOOD SHEATHING(IS"MIN.STRAP COMPLETED BY THE ENGINEER OF RECORD,TILE CONTRACTOR SHALL RIDGE BOARD WITH 2 x 4 COLLAR SOLE PLATE CONNECTION SCHEDULE EN END LENGTH AT EACH D OF STRAP)OR(30)8d(0.131x 2 W LONG) CON'IACTIHE ENGINEER OF REECORD 24 HOURS PRIOR TO THE TIME WHEN 3.ATTACH FIRS'I'F'LOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT TIE AS SHOWN. RIDGE STRAPS NOT NABS WHEN STRAP IS APPLIED DIRECTLY TO 2X FRAMING HIE INSPECI'ION(S)IS TO BE PERFORMED.l'HE C.ONTRACIOR SHALL 32"O.C.AND PROVIDE(6)IOd NAILS 1.0 STUD AND(6)1Dd NAILS TO RIM REQUIRED WHEN USING A COLLAR CONNECTION TO FLOOR RIM BOARD MEMBERS.(17-MIN.STRAP END LENGTH AT EACH END OF STRAP). INSURE THAT ALL STRUCTURAL MEMBERS AN'O CONNECTIONS ARE BOARD.ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH(1)DSP PROVIDE HALF OF THE REQUIRED NAILS SPECIFIED ABOVE AT VISIBLE FOR INSPECT ION.IF DURING THE INSPECTION,ANY PORTION OF CONNECTOR PER 32"0-C. WALL TYPE SOLE PLATE CONNECTION T'O RIM BOARD EACH END OF STRAP.(I'STRAP IS LOCATED AT EXTERIOR WALL, THE S"IRUCTURE IS DEEMED NOT VISIBLE OR IS fNACCF.SSIBLE FOR ALTERNATE STRAP STRUCTURAL RIDGE BEAM CONTINUE STRAP TO DOUBLE STUD IN FIRST FLOOR WALL I INSPECTION,FINAL APPROVAL.OF"FHE ENTIRE STRUCTURE WILL NOT BE THERE 15 NO SHEARWALL BELOW,THE DOUBLE STUDS AT END OF GI VI.N UNT I L'MIS CONDITION IS CORRECTED AT THE CON'TRACI'OR'S .A)ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP A'I' (3)-16d COMMON NAILS PER 16", THE SHEARWALL IN FIRST FLOOR WALL BELOW,OR WRAP THE FXPENSF.. 32"O.C.AND PROVIDE(6)1 Od NAILS TO STUD AND(6)Kid NAILS TO RIM 2 x 6 WALL STRAP AROUND THE HEADER BELOW.PROVIDE HALF OF THE BOARD.WRAPSTRAP UNDER FOUNDATION SILL PLATE AND OVER TOP REQUIRED NAILING AT EACH END OF THE STRAP.) 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE OF SILL PLATE.FILL ALL HOLES IN STRAP ON TOP OF SILL PLATE. (4)-76d COMMON NAILS PER I6". CONSTRUCTION DOCUMENTS'I o BE SIMPSpN STRONG-TIE IN 6x6 DOUG FIR POST O,C. 4' O.C. O (3)-CS 16 COIL STRAPS W/(26)10d(OA4V x 3"LANG)NAIS WHEN ACCORDANCE.W ITH CATALOG C-2009.IT IS THE RESPONSIBILITY OF TI1E 3.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT'SHALL STRAP IS APPLIED OVER PLYWOOD SHEATHING(15"MIN.STRAP CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH PROVIDE A CONHNUOUS LOAD PATH FROM THE ROOF TO (3)-SIMPSON SDS25312(Y"x 3)'i")WOOD SCREWS PER 16". END LENGTH AT EACH END OF STRAP)OR(30)8d BA31 x 2 Y"LONG) MANISFAC URER'S SPECIFICATIONS. FOUNDATION. ++ NAZIS WHEN STRAP IS APPLIED DIRECTLY TO 2X FRAMING + MEMBERS.(17"MIN.STRAP END LENGTH AT EACH END OF STRAP). S.ALL ENGINEERED LlIN1RER PRODUCT'S'1'U NI:'I'RUS JOIST OR EQUAL 4.CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER TO DETAIL 2-WF) ++ CONNECTION TO CONCRETE FOUNDATION PROVIDE HALF OF THE REQUIRED NAILS SPECIFIED ABOVE AT INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. EACH END OF STRAP.(IF STRAP IS LOCATED AT EXTERIOR WALL, HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLA 1} HOLD DOWN SILL PLATE CONNECTION TO CONCRETE, ROOF FRAMING CONNECIIONSI L=1'-0"T04'-0" (1)LSI'A9 (PER'LAN) ++`+'II + THERE.IS STRAP DOUBLEOW, IN FIRST E (1)SP4 I1 + THERE.IS NO SHEARWALL BELOW,THE DOUBLE STUDS AT END OF • II®®"II + THE SHEARWALL IN FIRST FLOOR WALL BELOW,OR WRAP THE I-4'-I"TO 6'-W (2)LSTA 9 (2)SP4 Y"DIAL ANCHOR BOLTS AT 32"O.C. I.ATTACH OPPOSING RAITI:RS A'1"fHli k1llGE OVER THE TOP OF 77 fE STRAP AROUND THE HEADER EDOFTHPROVIDE HALF OF THE L-6'-1"TO 8'-0" (2)LSTA 12 (2)SP4 PLAN VIEW ELEVATION VIEW NOTE:ANCHOR BOLTS WITH 3"..NCED ABOVE TO BE Y"DIAMETER.A307 RF,QFJORHD NAILING A7 EACH END OF THE STRAP.) RIDGE WTIH V LSTA I8 TENSION STRAP AT FT U.C.sl'I Od TOM L=8'-I"TO 10'-0"INSTALLED OVER ROOF SIR:ATHING INTO RN'I'ER$W'IOd COMMON (2)LSTA IS (2j SPH6w STEEL ANCHOR DOLTS INTO 3"x 3"x Y"PLATE WASHERS WITH 7" FOUNDATION HOLDDOWNS: NAILS TO RAFTERS.(NEVER.TO DETAIL I-RF) L=10'-I"TO le-O.- (2)ST2122 (2)SPH6'A NOTES, MINIMUM EMBEDMENT INTO CONCRETE. OHDU5-SDS2.5W/SSTB24 I"DIAMETER ANCHOR BOLT W/CN1Wp 2.ATTACH THE END OP EACH RAFTER TO THE DOUBLE"I'OP PLATE,OF 'ALTERNATE:-THE CONNECTOR SHOWN FOR THE.JACK STUD I'O SOLE 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH 5 COUPLER NUT BETWEEN SSTB24 AND THREADED ROD INTO THE EXTERIOR WALL WITH(1)112.5A COMNFCI'OR.CONNECTOR SUBSTITUTED'O BE PLATE CAN HE SUBSTITUTED WITH THE.SAME CONNECTOR SHOWN FOR (2)ROWS OF 16d(0.162'x 3.5')NAILS AT 6'O.C.FOR SHEARWALL CENSTRUCTIONI HOEDOWN.POSITION SSTB24 W.ANCHORMATE TO APPLIED DIRECTLY TO 2X'I'OF PLATES ON OUTSIDE FACE.OF WALL. THE JACK STUD TO HEADER.A'ITACI I CONNECTORWITH HALF OF THE. 2ND STORY SHEARWALLS, ALTERNATE:USE 1112AFROM 13VI3RYRAFTERTOWALLSI'UUBELOW. REQUIRED NAILS TO THE LACK STUD AND HALF OF THE REQUIRED NAZIS 2,ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH FORM WORK PRIOR TO CONCRETE POUR FOR CORRECT TO THE SECOND FLOOR RIMBOARD OR FOUNDATION'RIMBOARD. 1.ALL SHEARWALLS TO HAVE DOUBLE,TOP PLATES AND DOUBLE 2X PLACFME4'f TSP CONNECTOR PER NO"fE'I'."WALL FRAMING UPLIFT CONNECTIONS', (2)ROWS OF l6d (0.162'z 3.5')NAILS AT 4' O.C. SIUDS AT EACH END OF WALL.(UNLESS NOTED OTHERWISE) IS NOT REOUTAED WHEN U51NG(�H2A AT EVHRY RAFTER. CONNECTOR LI EF.ATTACHED DIRE BE U Y TO 2X NSOEFRAMING AND HDU$-SDS2.5 W/SSTB28 "DIAMB"TER ANCHOR BOLT W/CNW" RI.IDOARD.AL7'ERNATE CAN NOT BE USED WHEN SOLE PI.ATF.IS STAGGERED FOR 1ST STORY SHEARWALLS. I d ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. 2.FACE NAIL DOUBLE TOP PLATES S 16d NAILS AT 16"O.C.USE(8)-16d ® COUPLER NUT'SI T'W EEN SSTB28 AND}"THREADED ROD INTO 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THEE BUILT-UP r CORNER @ h'LOCKJOR WALL D.C.PR VID "NUICHROO IN BLOCKING NAILED IO]HI: NO(E: END ❑( SHEARWALL NAILS AT EACH SIDE OF LAP SPLICES O:'TOP PLATES. HOEDOWN.POSITION SSTH2E W/ANCHORMATF.TO BLOCKING aT'G" .C.PROVIDE v'NOTCH IN BLOCKING TO PROVIDE FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT ADEQUATE VENTILATION AS REQUIRED.BLOCKING TO BE ATTACHED A.HEADERS FOR DOORS AND WINDOWS TO HAVE(I)H8 CONNECTOR AT A3. DBELOAILING FORPERENINGS IN SHEAWALLS TO BE CONTINUED ABOVE PLACF.MFNT. DIRECTLY TO DOUBLE TOP PLATE OF I'HE EXTERIOR WALL W/(1)BBC THEIOPAND HO II OM OF ALL CRIPPLE STUDS. AND BELOW ALL OPENINGS IN SHEAR WALL. CONNECTOR 2 x 4 WALL B.HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END 4 z 4 DOUG FIR POST 4.EARWATTACH DOODLE 2X STUDS AND BUILT-UP CORNER STUDS AT 4.PROVIDE 2X BLOCK AT THE RIDGE BETWEEN ALL RAFTERS AT'1'HE OF THE HEADER. SHEARWALL ENDS WITH(2)16d NAILS AT fi"O.C.FOR SECOND FLOOR LEGEND EDGE OF THE ROOF SHEATHING.A]-L'ACH SHEATHING TO BLOCKING W/ 6' O.C. 4' O.C. SHEARWALLS AND(2)16d NAILS AT4"O.C.STAGGERED FOR FIRST Sd NAILS AT 6"O.C.RIDGE BLACKING IS NOT REQUIRED WHEN C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF ++ ++ FLUOR SHEARWALLS. SHEATHING IS ATTACHED DIRECTLY I0 A RIDGE:BOARD OR HEADER ID THE KINGS IUD ADJACENT TO THE OPENING. STRUCTURAL RIDGE.BEAM. 5.REFER TO HOLDDOWN SCHEDULE FOR TEE DOWNS AT SHEARWALL Q SHEARWALL TYPE D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF ENDS. THE WALL,WITH(3)10d NAILS TO DOUBLE TOP PLATE AM(4)-10d NAILS HOLD DOWN TO KING STUD.FOR CS 16 ST E..RAP SIZE REFER TO NOTE"2"ABOVE FOR (PER PLAN) ++ + O SHEARWALLGRIDLINE PIRS'I'FLOOR HEAUIEAS PROVIDE(I)CS Ib FROM EACH KIND ST'VDTO ++ ++ THE FIRST FLOOR RIM BOARD.FOR CS 16 STRAP SIZE REFER TO NOTE W' + i ABOVE. (D SHEARWALL HOLDDOWNTYPE E.KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOI'E'I'AHOVE PLAN VIEW ELEVATION VIEW IS NOI REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO NDTESi THE OPENING. SHEARWALL HOLDDOWN L ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH F.SILLS FOR OPENINGS LESS THAN 4'-0^WIDE REQUIRE(1)A23 CLIP AT (2)ROWS OF 16d (0.162'. 3.5')NAILS AT 6' O.C.FOR •••-•-••• SHEARWALL TH BOTTOM OF THE SILL PLATE TO'THF KING STUD AT EACH END OF 2ND STORY SHEARWALLS. THE SILL PLATE,FOR OPENINGS 4'4'AND LARGER,PROVIDE(2)A23 CLIPS AT FAC14 END OF THE SILL PLATE ONTHE TOPAND BOTTOM OF 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH PFJIFORATE SHEARWALL.CONTINUE PLYWOOD ABOVE THE SILL PLATE. (2)ROWS OF 16d (0.162'x 3.5')NAILS AT 4'O.C. AND BELOW OPENING WITH NAILING ACCORDING TO STAGGERED FOR 1ST STORY SHEARWALLS. SPECIFIED SHEARWALL TYPE, K NOFK➢JGSTUDS REQUIRED A'P WALL OPENING BUILT-UP CORNER @ END OF SHEARWALL ROOF SHEATHING TRIMMER STUD KING STUDS MODEL NO. DIAL MIN. EMBED. MIN. REBAR LENGT BUILT-UP CORNER ST ///---ROOF SHEATHING MU➢EL NO. DIAL MIN. Eh1BED, MIN. REBAR LENGT EDGE NAILING / (PER PLAN) (NAIL PE S(11 > (PER DETAI vF ��WF�� SSTBI6 5/8 12 50' SSTBi6 5/8 12 50' 2X BLOCKING 13ETWEE / PEERFPLANTER _ OPENING-- SSTB244 5/6 66' SSTB24 5/8 66' CS16 STRAP RAFTERS (NOTCH FOR ii -1 (PER GS SSTB28 7/8 74' SSTB28 7/8 74' VENTILATION IF REDUIR ii '�( SSTB34 7/8 82' SSTB34 7/8 82' REFER TO ARCHITECTURAL EDGE NAILING yLL II SB1x30 1 96' HDU HOEDOWN fl PLANS FOR MORE INFO) .rY HDU HOLDOWN - SB1x30 1 96' I II vINOTE� #4 REBAR TO BE CENTERED ON HOEDOWN CS16 STRAP--,." �I -NOTE, #4 REBAR TO BE CENTERED ON HOLDOWN II ' AND LOCATED 3' TO 5' DOWN FROM TOP OF (PER ESN) AND LOCATED 3• TO 5' DOWN FROM TOP OF II I THREADED ROD THREADED ROD I' I FOUNDATION WALL FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS, PER SIMPSON M UFACTURER'S SPECIFICATIONS. nn nvn nn -LTPS LIPS DOUBLE 2% TOP PL E IVI I Ivl (PER ESN) v q5' d. v (PER GSNS'n w ROOF RAFTER PER PLAN. ( '!' uv i� Al n n InI In REFER TO ARCHITECTURAL ' a PII II #4 REBAR SSTB HOEDOWN ANCHOR PLANS FOR a CNW CgUPLER a#4 REBARr T a --DS77 P PER ESN) (PLACE SSTB ARROW RAFTER DIMENSIONS AND H2.5A (INSTALL PRIOR SSTB HOEDOWN ANCHO S'(//_1 a ON TOP OF ANCHOR EAVE TO BLOCKING AND EDGE DISTANCE DIAGONAL IN CORNER �3' TO 5-. ° a 4 REB POSITION IN WALL PER 1.75' FOR 2X4 W LL 3' M 4 REBAR° n L! DETAI PLYWOOD SHEATHING) a SIMPSON MANUFACTURER'S 2.75' FOR 2%6 WALL ..a W APPLICATION) �1LE 2X TOP PL ALTERNATE, 2X STUD SILL PLATE I ° CNW COUPLE J _ DEER GS SPECIFICATIONS. SILL PLATE 21�q ANCHOR BOLT ^ ANCHOR BOLT' SSTB HOEDOWN JANCHO 4 \• BEAM TSP (INSTALL PRIOR c(PER GSN) (PER GSN). EDGE DISTANCE (IF SHOWN ON PLA,�,RRBC (INSTALL PRIOR TO PLYWOOD .° MIN, REBAR LENGTH .° 1.75' FOR 2X4 WALL 'TO WALL SHEATHING a SSTB HOLAWN ANCHOR MIN. REBAR 2.75' FOR 2x6 WALL TOPOR ON SHEATHING) OUBLE 2X OF NOTE, NOT REQUIRED HOLD DOWN @ H❑LD D❑WN @ PLAN VIEW RAFTER T❑ TOP PLATE TOP PLATES, PROVIDE IF H2A IS USED AT PLAN VIEW s MIN. 90• BEND TO EVERY RAFTER. WIND❑W OR DOOR ❑PENING EXTERI❑R BUILDING CORNER THE DESIGNER SHALL SE NOTIFIED IF ANY C� NEW ADDITION/REMODELING FOR: TERRORS Dis HESEDAWINGSRIORTSIMIOFN SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC 43 BREWSTER ROAD THESTRUCTINGS HE BULL(START OF MASHPEE MA. 02649 CONBERESIONSIBLE FOR TWEC 7E'C! R GAHAN RESIDENCE WILL BE RESPONSIBLE FORTNE CONTENT H PH.(508)274-1166 IN THESE DRAWINGS IF CONSTRUCTION 1/4E- '0 88 COMMENCES WITHOUT NOTIFYING THE Y ERRORS OR WISSIONS. FAX(50 )539-9402 OF THEO OWNEER OF R NOTED ANY HER USE OF �� OF THE OWNER NOTED.ANY OTHER USE OF DATE 95 SUMMERBELL AVENUE CENTERVILLE MA THE SSENT OF THE DESIGNER UNDER TBE EDRAWINGSREOUIRESTHEWRITTEN 5/1/2015 ARCHITECTURAL COPYRIGHT PROTECTION F. ACT OF INO. 1 _ mo ws S E E A4 a A4 : �,ri11 r Ll F Ir�R S I -ISLE , � p F F F F A4 i PATIO f-r 4 �5 — R� r Aa PATIO a 24d] DN. T 1SV 6-5• 1'd 25 PS 7-S (-1• f-1' tT-S 6'-T TS S-T ANDERSEN ANDERSEN ANDERGEN OUTDOOR FW;ER11" 6C FW1IDB- FWSLD I'8x 8S• SHOWER Zr FREHCNWOOD FRENCHNOOD FRENCHW1 D E E SIDELIGHT DOOR SIDELIGHT C BA TAIL 4 C I I `. I SH4�6F.D\ EIIEDROO I C Z'd 2'-1P PANTR 0 re•x se• ,KITCHEN to C A4 3 B SINE-9 a « A4 ' 4 b STAG PKT•DOOR (VERIFY KITCHEN '� = IUOIIT W OWNER) SINK 4 w I qa E Wo m I HVAC(� I r ASTER I I� sdI w I CLOSxs n o I EDROOM I 1 OE II I BATmlO I „ T T RANGENE __ BELOOW 1'8x68' PATIOBINET I O�DINING I ra I OS LINI A B B F g 2rxse• QS 4 A4 I Ia' B B I v r,e B A4 O I z'rxss A 4 A4 I ICLOS. © F 3 4 I I C TALL m L—J------- o c , 2'6'DOOR "}"� A TEMPERED I 2 x I 28x6e• i del b H i I I � DN. © DOOR r 1 ` KFNM H ¢ v I I § ]1• 'BUILT-IN 8 C CABINETTex6']�OIGAS F.P. MASTER _N T LIVING (VERIFY BATH LENn FOUNDATIONG ALL DETAILS C B. 8.1t TO FIT NEWWNDOWS TEMPEREDWOWNERS ram•A ' AISTONE 8x© VENEER a A4 SE a A4MEROOMMAHTLEJLLSI BUILT-IN N CABINET r-r ar rs a r-r I I I. h b e c I I 1;COVERED 0 ROOF BELOW N OUTllNEOF I PORCH r o fd PORCH ABOVE I------------- ---------J P.T.4.4 POSTS W A4 AZEKOR KONA CASING I D A4 L IIL A4 18-0Y I 19SS 1. D FIRST FLOOR PLAN SECOND FLOOR PLAN BASEMENT PLAN OS SMOKE DETECTOR LEGEND: OC CARBON MONOXIDE DETECTOR O EXISTING WALLS WINDOW SCHEDULE CONSTRUCTION TO BE REMOVED TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS NEW CONSTRUCTION IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS A ANDERSEN ADH2648 2'6"x 4'8' DOUBLEHUNG CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 111.1(MINIMUM PRESCRIPTIVE INSULATION S FENESTRATION REQUIREMENTS) B ADH2O48 2'0"x 4'8" DOUBLEHUNG C ADH2634 2'6"x 3'4" DOUBLEHUNG 'ors^.wvl '^'� D AAN2620 2'6"x 2'0" AWNING Hollis, u a, I�x E " ADH2644 2'6"x 4'4" DOUBLEHUNG (:v 1.R-VALUES ARE MINMUMS 6 U-FACTORS ARE MAKMUMS. F ADH2638 2'6"x3'8" DOUBLEHUNG Z.1SH9 MEANS R"15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OFTHE HOME OR R"15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL G AAN262O 2'6"x2'0" AWNING. ].REFER TO IECC 2012 CHAPTER IFOR ALL INSULATION ENERGY REQUIREMENTS H " AAN2626 2'6"x2'6" FIXED AWNING W/CUSTOM ART GLASS INSERT J AAN2020 2'0"x2'0" 1 AWNING 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 2.ANDERSEN A-SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR&INTERIOR GRILLES IMPACT GLAZING LOW-E HP 4 GLAZING W/TRU-SCENE SCREENS&ESTATE SATIN NICKEL HARDWARE THE DESIGNER SHALL BE NOTIFIED IFANY ERRORS OR OMISSIONS ARE FOUND ON NEW ADDITION/REMODELING FOR: THESEDRAWNGSTHEPNIORTOSTARTOF COTUIT BAY DESIGN. ILL THESE DRA-GSPRI R OINTARTOF COR SCALE : DRAWING NO.: 43 BREWSTER ROAD � WU_BE RESPIN THESE ONSIBLE FOR THECONTGS IF NT 1/4" MASHPEE,MA. O2 V49 COMMENCES WITHOUT NOTIFYING THE ) I 1 GA HA N RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. Al FAX(SOH6`I Z 39- 40 �' THESE OWNER NOTED SOLELYHER THE USE FAX(50$)53&94OZ OF THESE RAIMNGOTED.ANYOTHERUSEOF DATE CONTHESENT OF NGSTHE DEDIREQUIHER RES UNDERHE ��/�O I J 95 SUMMERBELL AVENUE CENTERVILLE, MA ARCN RCTURAI COPYR GNT PP T�ECTMT ON ' ^ NEW FRAMED FALSE CHIMNEY W 0 WAOND SHINGLE PATTERN Y TYP.RIDEGEVENT BRICN KVEN VENEER TO MATCH EAST.HOUSE 12 12 12 -NEW A ROOF SHINGLES TOP OF PLATE NEW BODYGUARD TOP OF PLATE 1 x fi RAKE BOARDS L 1 x S DRIP BOARDS NEW 1 BODYGUARO FASCIA 1x6FRIEIFZE61xfiSOFFR BOARDS m m C 2 SECOND FLOOR 1 Q4 SUBFLOOR ALUMINUM GUTTERS 12 SECOND FLOOR E PIAIE S'S WLEADER570 SS� SUBFLOOR_ OftYWEUb - TOP NEW BODYGUARD-6 CORNERSOARDS m HEWED YOU M 01.4 m NEW W.C.SHINGLE SIDING TRIM W 2'SILL m m S'TO WEATHER FF F WB xYPOSTS BODYGUARD FIRST FLOOR TRIM 6UBFLOOR FIRST FLOOR SURF OOR P.T.6 x 6 POSTS FRONT ELEVATION ® ® ® ® rJ CONCRETE LLMST NEFAING , WALL ES STONE PAGING 6 BLUFSTONE CAP OR CONCRETE PARGEOOAT F- VERIFYALL AJLS IN W STONE VENEER MILING FIELD DETAILS IN THE FlELO TOP OF SLAB RIGHT ELEVATION I 12 �12 DIAMOND SHINGLE PATTERN - 12 TO MATCH IDUST.HOUSE 6� TOP OF PLATE 12 TOP OF PLATE �12 m E ARTS` WNOOW c F F 2 PATTERN TO MATCH EAST. ® NEW DIAMOND SHINGLE SECOND FLOOR 6UBFLOOR SECONDS -LR FLOOR Tno pF- SUBFLOOR TOP.OEP L f; F FIRST FLOOR SUBFLOOR- FlRSTFLOOR SUBFL000. LEFT ELEVATION REAR ELEVATION THE DESIGNER SHALL BE NOTIFlED IF ANY BC7B NEW ADDITION/REMODELING FOR: CONSTRORON.THE 'MINGONTR SCALE : DRAWING NO.. COTUIT BAY DESIGN, LLC ERRORS O WNGSPRIORTE FOUND START OF �L L� CONSTRUCTION.THEE CONTRACTOR 43 BREWSTER ROAD WILL BE RMPONSIBLEFORTHECONTENT " I 1 F,,I�L IN THESE DRAWINGS IF CONSTRUCTION PHMASHPEE,MA. 02649 GAHAN RESIDENCE DDMMEND6WITHOUTNOTIFIINGTHE v4 1 -01 .(508))2741166 DESIGNER OF MY ERROR500.OMISSIONS. A2 , FAX(508)539 9402 e oFTM EDD�W+WER NOTTEEDD AONY�OTIM USE USE DATE : 95 SUMMERBELL AVENUE CENTERVILLE MA OF THE6E°RAWNGBREOUIRES THE VRRTEN sn/2o15 CONSENT OF THE DESIGNER UNDER THE 1 A - - ARCXTTECTUMLCOPYRIGHT PROTECTION .. _.._ -+ar, -- - 'i` - .-�...-r._.�a..._.-...a_.a�:•w�a. -^ Fy'�'L'.. �"':r"."'.;y,�::.._. _ _ -rr�- - ».._._,sa._...,,,,,.,r.aw+�a+�r..-�-..cJ+^.ar".�,- "y°'mWMa ..a�"`.,.�k-«.--s++ - r- USE RISERS TO BRING USE RISERS TO BRING PREFABRICATED 4"0 PVC PIPE F. �V.=103_5 THE COVERS TO WITHIN THE COVER TO WITHIN WITH 1/2" HOLES 5" ON' CENTER SOILS AND PERC RATE TO BE VERIFIED AT -g" 6" OF FINISHED GRADE 6" OF FINISHED GRADE AT 5 and 7 O'CLOCK STON �` 20 min. THE TIME OF INSTALLATION ELEV.= 101_0 EL. 97.0-99.5 4" CAST IRON OR CONCRETE COVERS EL. 96.0 ELEV.=9--- 95.5 SCHEDULE 40 P.V.C. / / 4" CAST IRON OR 4" DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE END CAPS ON ALL PIPES STONE 3" LAYER OF TO BE _ 24 0' 4" CAST IRON OR SCHEDULE 40 P.V.C. 5' ON CENTER 12" in. A DIST.- __ 1604 SLP.=0.005 1/8"-1/2" DOUBLE SLP.= SCHEDULE 40 P.V.C. --- INVERT DIST.=4.5� Sp� T OVER DIST.=11_O _ WASHED STONE WASHED 99 00 FLOW LINE _ SLP.=0.544 92.22 °" °moo o�°"°"o"°�o"o"o"o"o 0 0"° o"o o�o o"o °"o"o"° o 0 0 0 0 0" ELEV.= -_ _ 95 15 INVERT ELEV.=_ o°o°o°o° °o°o°o°o°o°°°°°o°o°o°°°o°o°o°°°o°o°°°o°°°° o°o°o°o°o°o°o°o°o°o°°` ENV'---=— 10" MIN. -- o_o_o o_o_o_o_o_o_o_o_o_o_o-o_o_o_o_ _o_o_o_o_o_o_o_o_o_o_ v < 6" LAYER OF THE LENGTH OF o ELEV.= 94_90 ELEV.= 92.45 ELEV.=92.28 0 0 O /4" TO 1-1, OUTLET TEE IS — O v v v v u u v U o 0 U (a O O 0 0 0 0 U 0 O C`WASHED STONE DETERIMED BY THE LENGTH OF O O O O O O O O O O O O . O O O O O O o O LIQUID DEPTH OF LIQUID OUTLET TEE DISTRIBUTION BOX � ,O,�o 0 0 o 0 0 0 0000000� o„o o„o 0 0„0„0� ELEV.-g1.50 + ! THE TANK USED 4 FEET...TH BEI4WINCH SANE IF MORE THAN 3' OF COVER. (SEE CHART AT RIGHT) A 5 FEET.......19 INCHES USE H-20 LOADING STRIPOUT ALL UNSUITABLE MATERIAL 6 FEET........24 INCHES TO BE WET TESTED IF 1500 GALLON SEPTIC TANK SEE 310 CMR AND REPLACE WITH MATERIAL THAT 5_2' TO BE PLACED ON 6 OF STONE 15.227 (8) MORE THAN ONE OUTLET. COMPLIES WITH TITLE 5 STANDARDS OR MECHANICALLY COMPACTED SOIL. TO BE PLACED ON 1 = 6" OF STONE OR - - - - - - - - - - - - - - - - - - - - - - - - 1 USE A TANK WITH THREE COVERS. MECHANICALLY COMPACTED SOIL. BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =86.3 GROUNDWATER ADJUSTEMENT: USE H-20 LOADING. SOIL TEST DONE BY: ED KELLY INDEX WELL MIW 29. ZONE B WITNESSED BY: BOH AGENT _________SEPTEMBER 2008 READING - 8.7' ADJ. 3.0' I PERCOLATION RATE: _2MIN/INCH P# 12358 s- ►xa}�,oF TEST HOLE 1 DATE: QQZI L 8 ELEV._92.8___ PROFILE OF °o°soo ooi000 + DEPTH HORIZON TEXTURE COLOR MOTT. OTHER wnsi�n s1'OR8 SEWAGE DISPOSAL SYSTEM 2 PERFORATED PIPES NOT TO SCALE 0"-23" A SANDY LOAM 10YR 3/3 SECTION A—A I CERTIFY THAT I AM CURRENTLY APPROVED BY THE 23"-25" B DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS AND THAT THE ANALYSIS GIVEN HAS BEEN PERFORMED GENERAL NOTES: 26"-36" Cl FINE SAND 10YR 5/6 BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. I FURTHER CERTIFY THAT THE RESULTS of 1. THIS PLAN IS FOR THE REPAIR OF AN EXISTING SEWAGE DISPOSAL SYSTEM. 36"-74" C2 MED SAND 10YR 7/3 MY SOIL EVALUATION, AS INDICATED ON THE ATTACHED 2. PLAN REFERENCE LC 22981 A LOT BARNSTABLE REG. OF DEEDS. SOIL EVALUATION FORM, ARE ACCURATE AND IN ACCORDANCE WITH 310 CMR 15.000 THROUGH 15.017. 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM 74"-114" C3 COARSE SAND 10YR 7/3 AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. AND STONES H2O ® DESIGN DATA: 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. I 114" TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS NUMBER OF BEDROOMS -3_(IBREE)___ FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TEST HOLE 2 DATE: 09110_8_ ELEV._94.8_r _ 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN GARBAGE DISPOSAL 1�191�IE_(9�_____ 6" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW _a3Q_____ GPD SAME, UNLESS NOTED BY FINAL CONTOURS. GAL/BR./DAY X _.BR:1,w>:): 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 0"-23" A SANDY LOAM lOYR 3/3 OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR SEPTIC TANK CAPACITY 15QQ.' $ `r WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING 23 -25 B 1 JOHN � " » ��:^ y =fir SHALL BE USED UNDER OR WITHIN 10 OF DRIVES OR PARKING �� AREAS UNLESS NOTED. LEACHING AREA REQUIREMEN LAI' LAu��� 6. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 26 -36 Cl FINE SAND 10YR 5/6 N�•CIVIL -� SIDEWALL AREA 0 ___ BE MORTARED IN PLACE. BOTTOM AREA _4�Q�22- x� fC1SII� 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 36„-74 C2 MED SAND lOYR 7/3rrPA� ���� ' DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO # LEACHING CAP. BOT. & SIDEWALL)_____®GAL OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF 74"-114" C3 COARSE SAND lOYR 7/3 - - ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. - _ AND STONES ------ RESERVEGAL THIS SEP-TIC. -DES-IGN DOES_-NOT A000MMODATE A _GE-` GRINDER •-;---_.� --=---�- - - - - 1_ - _ _ -_ - - AFTER -- - -- - --- - - - 1s - -_2 THE CO-NTRACTOR .SHALL NOTIFY THE ENGINEER AFTER THE FIELD =P_:- APPLICAN-T:, CIATHERINE :GAHAN DATE: 10/03/ T =. _ - - Has- BEEN EXCAVATED SO A SOIL ANALYSIS CAN BE DONE: _; REVISED: 11/26/13 JDR 01/16/14 SHEET 2 OF 2 JOB # 2319 >oo: j - xT$ E A4 E i A4 I PATIO F F ! F a c "7 PATIO 70$t h DN, ' 4'$ - -'— ]9a•. -- 4'$ t5.4 t0'S ANDEHSEII. ANDERSEN -DERSEN OUTDOOR h FWaom',i0'0' FWNIOBO80AK FWSLO I'6'.w SHOWER .I- - . iRENC-IVIDOp FREgOHWDOD iRENCHWOOD ') - C }h C - SIDEVGM I DOOR 81pEL10M E I A4 IF rp -�'-OM,j1 O STORAGE LIN. h Y i REF ('KITCHEN 4 B x MASTER D " b DECK B B I I e eO PM,ooa+ (VERIFY KITCHEN 61NN C q - ._. YOIR W/OWNER) e a b ---- �� CitOSt. �, _-_---_ '' -- - I -- ---- I s E ANDEgSEN� l= § - nl...�, , FWGDBB68q , t" J - 1> E NEW INL a gM1GE a b ,;\ �- ,..�...�i---- •C't- „ 4'$t © , FULL , , - 4$. i OA&NEl ' { O� 1 '� 4'$F LIN. h /� I j q N DINING �' I t BASE- - n I i �� C i`-i E © I MENT PATIO ( I F s•.B• T$. —.1 ��Iz.l T.T• - , ti BATH 70.BT MAS RNEW '331 4.41. b WINDOW N ( _ TB'.89• TlH Lj11 BED O w SE�T E § § CRAWLSPACES 1 TALL 3 3 x I S7iY�' CABINET TB'DOOR h 1 ^. SI ( I GENTERIAFIDWG ©L C.LO& . h l J I b ON Elu3r.WlNppw .�i: 7 N 'p ' gfNW21 SrUDWI)-LS h 78'.6'0' 17 W/NISTERF T EDMN• - C-.-' - 9 ti a.c.SISTER FRANEDAS NEEDED --- 'I. B - - Ie n REWFORCE EXIST.WALL3 Ili BI/ILT-iN 7$ T 7 „ w/NEW].4 STIm®IB' 3'•c T.1' Y..O' 4'.I• C' CABINET A a,F.MSTERFRAMEDAS h A4 'li NEEDED 9'M 1• . ] ' LIVING -- s. � II FY SL• -_-�___�_ A to/CNmER3 F 4 1p.a• E Aa I 2 R g A A BEDROOM#2 A A A A A4 4 - Ili BVILT-IN A CLOS. .� b p CAN„ET 5_ A A A A E E T-S 4•-T 5L L COVERED ---RGOF BELOW - 1 OUTLINE OF I PORCH sa 4'$ 1I rogcH Aeovf � A A7 A4 19'aY 18B't 1B 6't FIRST FLOOR PLAN SECOND FLOOR PLAN BASEMENT PLAN ©SMOKE DETECTOR LEGEND: - Q CARBON MONOXIDE DETECTOR 0 EXISTING WALLSCONSTRUCTION TO - ® C IONEREMOVED NEW CONSTR WINDOW SCHEDULE IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS TYPEMANUFACTURERS UNIT ROUGH OPENING REMARKS EXISTING AREA CALCS. PROPOSED AREA CALCS. LOT AREA CALCS. CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION A ANDERSEN ADH2648 2'6'x 4'8' DOUBLEHUNG FIRST FLOOR =774 S.F. FIRST FLOOR INCREASE =54 S.F. BUILDING FOOTPRINT =828 S.F. TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS)SECOND FLOOR =510 S.F. SECOND FLOOR INCREASE =150 S.F. IMPERVIOUS AREA =667 S.F. B ADH2O48 2'0'x 4'8' DOUBLEHUNG FENE6INAIWN SNYLHiNI CERtNG WWUFNANED WALL FIWN BASEMENT WAIT fNSENENt bI AB ORAW/SPACE WALL TOTAL HABITABLE AREA =1284 S.F. FULL BASEMENT INCREASE=114 S.F. TOTAL PROPOSED =1495 S.F. u FAGTDR U-FAaOR q.vuuE R-vnLDE N-VALUE N.vuDE q.vaLNE NNN.uE C ACW3034 37 x 3'4• CASEMENT 25%MAX.INCREASE =321 S.F. TOTAL AREA INCR ATE =318 S.F. TOTAL ALLOWABLE =1505 S.F. 0.35 low IN ro m rrvt] 10(9 FI.DEEP) twn D AAN2620 2'6'x 2'0' AWNING FIRST FLOOR =828 S.F. LOWER PATIO =91 S.F. NOTES: E ADH2644 -6'x 4'4• DOUBLEHUNG EXISTING LOT AREA CALCS. 80%S.F.MAX.ALLOWABLE =662 S.F. COVERED PORCH =111 S.F. 1.R-VALUES ARE MINIMUMS 8 U-FACTORS ARE MAXIMUMS. F ATF2614 2'6'x 1'4' VENTING TRANSOM BUILDING FOOTPRINT =828 S.F. SECOND FLOOR =660 S.F. STOOP =46 S.F, s.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR STOOP = 15 S.F. FULL BASEMENT =114 S.F. OUTDOOR SHOWER =19 S.F. OF THE HOME OR R•13 CAVITY INSULATION AT THE INTERIOR OF THE BASE 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS BASEMENT WALL OUTDOOR SHOWER = 19 S.F. PATIO/WALLS/STAIR =400 S.F. 3.REFER TO IECC 7008CHAPTER4 FOR ALL INSULA7ION8 ENERGY REOUIREMENTS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS PATIO =300 S.F. TOTAL =667 S.F. 2.ANDERSEN A-SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR&INTERIOR GRILLES TOTAL AREA =1162 S.F. IMPACT GLAZING LOW-E HP 4 GLAZING W/TRU-SCENE SCREENS 8 ESTATE SATIN NICKEL HARDWARE THE DESIGNER SHALL 8E NOTUTED IF NJY 43 BREWSTER ROAD THESE DRAWINGS PPoOR To STMT COTUITBAYDESIGN. LLC NEW ADDITION/REMODELING FOR: ERRORSOIDMISStDN3AREFOUNDGN SCALE : DRAWING NO.: OF CGNBTR D ION.THE BwLDIND GONTM — MASHPEE.MA. 02649 SP WILL BE REONS16LE FOR THE CONTENT - NTHESEDRAWINGSIFOONSTRLIC ION 3/16"= 1'-0" FAX(508))274-1166 GAHAN RESIDENCE TDESIGNER�AWNQSAFRORSORORESOLE � DATE FAX(508)539-9402 OF THE OWNER OF ANY ERRORS OP OEA USE OF 95 SUMMERBELL AVENUE CENTERVILLE, MA OFTHEOF F 5/22/2014 Al THESE OMW WGS REOUIRE9 THE W WTTEN OONSEHT OF THE COSIGNER VROT THE .- ACT OF ILT. COPYRIGHT PROTECTION . - ACT OF t980. NM WOOD FRAMED FALSE CHIMNEY WI b TYP,RIDEGEVENI BRICK VENEER N 1] 1 11 12 DIANroNO SHINGLE PATTERN __ io MATCNamsl.HOUSE --NEWASPNAOROOF 1 NEW B RAAKEKE BOARDS RD t� . 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C�ENCES WITHOUT NOMING THE CIVIL 50d)274 GAHAN RESIDENCE BE SHINER OF MV ERRORS OR ONISSIONS, FAX 539-9402 THERE�WROSLRCSOUEI.YFORTHEUSE ESE OF THE OWNER NOTED MV OTHER USE OF DATE : a114- THESE ORAWIWS REOUIRES THE WRITTEN THE BE C=A"EA TIE A5 95 SUMMERBELL AVENUE CENTERVILLE, MA oCjor"NINE OF" PROTECTION 5/22/2014 ACT OF IBM SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: GENERAL STRUCTURAL GENERAL STRUCTURAL (corrn> WALL TYPE SCHEDULE: FIRST FLOORHOLDDOWNS: NOTES: NOTES: LSTA STRAP 2 16'O.C. (PER GSM LAucoasTRc(IIONISTonFlsAccoRpA�cEW'ITHTne WALLFRA-MINGUPLIFTCONNECTIONS: Rtmf SHEA7HIN IdCONSI OOD-(ELLVANL EURED) O 11).CSIbCOfLSTRAPS\Vi(26)IOd(D.IJIPxI'WN(i)NAILSW}IF.N MASSAL'11USE.STATE nUlLDINGCOIN:FORONE•ANDTWtf_.AN11L1' Qj Ad CONTAIOI OR GAL\'nN17.F.D WX NAIL54i.6-O.C.EDGES AND I STRAP IS APPLIED OVER PLYWOOD SHEATHING OS"MIN.STRAP DWELLINGS.6TIIEUI'LION(7NOCMR)..ANI)AI.LANIFN'IMIFNIS.W'111CHiS 1.ATTACH EXTERIOR WALL STUDS TO THE 131 TOP PLATE AT THE 12.O.C.FIELD. END LENGTI.AT EACH END OF STRAP)OR(30)Rd(0.131 x 2)9•LONG RASED ON TIIF.2144 INTERNAT TONAL RESIDENTIAL CODE. (7)- IOD NAILS 10T E WITH H)TSPCONNECTOR T THED.DOUBLE PROVIDE NAILS ,. NAILS WHEN STRAP IS APPLIED DIRECTLY TO 2X FRAXID:G 'IUTME STUD AND I6)-IOd NAILS TO THE DOCIBLE TOI'PLATE, B EACH EN QI. MEMBERS.(17'MIN.STRAP END LENGTH AT EACH ENDOF STRAP). '.TIIE W'INV UESIGN C'RI-R.91A FOR T111S WILDING IS N ACCORDANCE' CONNECTOR TO BIT APPLIED DIRECTLY 102X FRAMING.NOTf::NOT X PLYWOOD (I:LVA BLOCKED)D BOX) PROVIDE NALF OF THE REOUIRED NAILS SPECIT11:1)ABOVE AT WITII AMERIC.AN FOREST AND PAPER ASSI'3CIA 110%IAFLP.Y."WOOn REQUIRED COLLET USING I/2A I:ONNE(TOR PER NOTEIT(AMING j Ad COMMON OR GALVANIZED BOX NAILS�'.)'O.C.EDGES AND EACH END OF STRAP.(IF STRAP IS LOCATED AT EX 1111OR WALL. FRAME CONSIRV0 TUN MANUAL TOR(INI ANOTWO.fAMIL Y CONNECT ION5".12'U.C".FIELD. CONTNUE STRAP TO SIN(I.F.STUD IN FIRST FLOOR WALL IF THERE DWELLING'S 11"C'MIANU TILE"MINUMUM DFSiGN LOADS FIT'HUILUN(LN +++++++ +++++++ _IS NOSHEARWALL BELO\\'.'rill:DOUBLE STUDS AT ENDOFTHE AID OTHER STRUCTURES tASC'E7-U2). THE BASIC:WINDSPETI)fCRt THE 2.EXTERIOR WALL STUDSONSECON'U FLOOR TO BE ATTACREDTO NOTE:FOR PLYWOOD SHEARWALL TYPES 1 AND 2 LISTF.0 ABOVE, SHEARWALL N F1f14T FLOOR\VALE tlf10W',(1R W0..4P THI.STRAP DESIGN'OI'I1115 S'FRII('FURI(IS I IO 6tI1.ES PF.R IIOL'R WITH LXIOSURE S'IUUS ON FIRST FLOOR ACROSS SECOND FLOOR RIM BOARD W(I IOS 16 Bd CUMMON00.GN,VANIZI:DBOX NAILS-(0.1?I x2 M'1.GUN AROUNDTill:llf:AOI:R IMLOW,PROVDE RALF OF THE REQUIRED CAI I. COIL STRAP Wi UJ)IOd IAl1.S(7NAILS AT EACH ENV OF STRAP)W/ILIA SEE ALTERNATE NAILS MATCHING THE NAIL DLANIETER AND LENGTH MAY BE USED NAILING AT EACH l'.6 OF THE STRAP.) STRAP CUT LENGTH OF Ur-I THE CLEAR SPAN ACROSS RIM BOARD. AS A SUIJSTITLTF. 3.THE CON'I KAC I OR IS RLSPONSID LV'FOR l'ONl'A("PING THE LOCAL STRAPS TO BE SPACFDAT 32"O.C.(EVERY OTHER SPUD)STRAP IS NOT ROOF RAFTCR PER PLAN RUILDI,NGOFFICIAL FOR'f11ESTRUC LITAL I RAMINU INSPEcnoN'(S).IF REQUIRED AT SIIFARWAURULDDOW'N LOCATIONS.CS Ifi COIL STRAPS A T RN O (2)-CS 16 COIL STRAPS W/(26)I0d(0.148'x 3"LUNG)NAILS WHEN THE RUILDING OFFICIAL REQUIRES'FIIA7 TPII:IISI'E-rio IS)BE TO OF,APPLIED OVER PLYWOOD SHEATHNG. RAFTERSF BELOW ATTACH 13 BEAM OR NG STRAP IS APPLIED OVER PLYWOOD SHEATHING(15"MIN.STRAP CONIPLCFEU BY Till:ENGINEER UT RECORD.THE CONIRACIOR SHALL. RIDGE HOARD WITH 2 x 4 COLLAR SOLE PLATE CONNECTION SCHEDULE, END LENGTH AT EACH END OF STRAP)ORT30)Rd(0.111 x 2)$'LONG' CONTACT THE ENGINEER OF RECORD 2411OURS PRIOR IO THE TIME.WTIEN 3.ATTACH FIRST FLOOR S'NUTO RIM BOARD WRIT I I)C516 STRAPAT TIE AS OARVN. RIDGE STRAPS NOT NAILS WHEN STRAP 15 APPLIED DIRECTLY TO 2X FRAMING THE INSPECTIOIISIIS TO HE PERFORMED.THE 0 MIRACIOR SHALL 32'O.C.AND PROVIDE(6)101 NAILS TO STUDAN'D 16)10d NAILS TO RUM TIEREQ AS WHEN USING A COLLAR COTNTT:CTION TO FLOOR RIM BOARD MEMBERS.if 7'MIN.STRAP END LENGTH A-1'EACH END UP S'IRAPJ. INS I'RE'OIAI ALL STRULTL'RAL NIEMBERS AND CONN'I C11Cr.NS ARE- UUAKU.ATfAI'II RIM BOARD TO FOUNDATIONSILL I'LATE WITH II)DSP PROVIDE HALF OF THE REQUIRED NAILS SPECIFIED ABOVE AT VISIBLE,FOR INSPECTION.IF DUIRING'IHE INSPECT ION'.AN1'FORTION OF CONNECTOR PER 32,O.C, WALLTYPE SOLE PLATE CONNECTION 1'0RINIBOARD EACH END OF STRAP.(IF SIT RAP IS LOCATED AT EXTERIOR WALL. 711F.STRUCTUREIS DEEMED NOTVISIBLEORISINACI:I:SSIIII.EF(3R ALTERNAIFSI'RM STRUCTURAL RIDGE BEAM CONTINUE STRAP TO DOUBLE Sim IN FIRST FLOOR WALL IF INSPECTION.FINAL APPX0VAL OF I'HE ENTIRE STRIICTURF.WILL NOT BE THERE'S NOSHEARWALL BELOW'.IIIE IX)UBLF.STUDS AT EN13OF LIVEN UNTII.Tt1ISCOWDITONISCORRECfEUAI'i'11EL'UNI'RAC-10R'S A)ATTACH FIRST FLUOR STUD TO RIM WARD WITH(1)CS 16 STRAP At 11)-16d COMMON NAILI PER.6•. E XPF.NSF 1 THE SHEARWALL INFIRST'FLOORWALLBELOW,ORWRAPTIIE 32•U.C.AIUPf10V1UEIM_I.OJIAII.STOSTUDANDLATE NAIL.s'I'(1RIM 2x6 WALL STRAP AROUND ITIEREAFIFA BELOW.PROVIDE HALF OF TIIF: OOARD.WRAP STRAP IfVDER F(XJNUATION SILL PLATE AND OVER TOP REQUIRED NAILING AT EACH END OF THE STRAP.) 4.ALL.N'0OD CONSTRUCTION CONNECTORS AS SPECIFIED UN THESE OF SILL PLA'11.FILL ALL I((H.FS N STRAP ON TOP OF SILL PLA71(4)-I6J COMMON K.4 n.S PER I6'. 6x6 DOUG FIR POST O.C. 4'D.C. Z C'ONSTRU(TION DM'l1MENT5'1'll Ill:SIMPSON STRUNG-TIE IN O (3)-CS I6 COLL STRAPS W;126)Till(0.14A"x 3'LONG)NABS WHEN ACCORDANCE WITH CATALOG C'-2UW.IT is TilE:RESPONSIMLITY OF IRE 3.CONNECTORS AND STRAPS AS SPECIFIED ABOVE.FOR UPLIFT SHALL. STRAP fS APPLIF.DOVER PLYWOOD SHEATHING(15"MIN.STRAP CONIRACIURTO INS FALL ALI.CTN'NECIORS IN ACCO)LL1A.NCLW1'I it PROVIDE A CONTINUOUS LOAD PATH FROM Till:ROOF TO THE Q (3)-SIMPSON SDS253Q(X'x 3Y')WOOD SCREWS PERM*, ETD LENG'fHA'I'Fl.CHF:NU OF STRAP)OR(30)Rd(0.131 x 2)(,^LONG) MANUFACTURER'S SPECIFICATIONS. FOUNDATION. - + NAILS WHEN STRAP IS APPLIED INIIE(TLY TU 2X FRAMING !.ALL mIGNEEREDLl1MII:R PRODV('TSTO HETRVS1015TUK EQUAL ++ ++ I Mf14DERS.017'MIN.STRAP END LENGTH AT EACH END OF STRAP). 4.CONNECTIONS FOR WALL OPENING ELEMENT'S.(REFER TO DETAIL 2-WT) + NNELTWN TO CONCRETE FOUNDATION PROVIDE HALF OF THE REQUIRED NAILS SPECIFIED ABOVE AT INSTALLED IN ACCORDANCE.WITH MAN(!/'ACfURER'S SPLOTICATIOIS.RACII END OF STRAP.(IF STRAP 15 LOCATED AT EXTERIOR WALL. HEADER SIZE HEADER TO JACK STUD JACK STUD 10 SO HOLD DOWN PLATE + SILL PLATE CONNECTION TO CONCRETE. CONTINUE STRAP TO DOUBLE STUD IN FIRST FLOOR WALL IF I. (PER PLAN) ++ + THERE IS NO SIIIiARW'ALL BELOW,THE DOUBLE STUDS AT END OF ROOF FRAMING CONNECTIONS+ P1J'TO 4'A' (Q LSTA9 111 STN• ++ + T(f.SHF.ARWALL IN FIRST FLWR WALL BELO\f,OR WRAP TNe - L�4'.I'TO 6'-0" (2)151A9 (:i SP4� - K"IN ANCHOR MOLTS AT 32.O.C. 1.A'TT.4C'H OPPOSING RAFTERS AT TIIF.RIDGE OVER'1'1*101'0F'"TIII. - 4 STRAP AROUND TIfE HEADER BELOW'.PROVIDE HALF OF THE, 1.=fi'-1'TO R'-0' (2)LSTA 12 (2)SP4 - NOTEANCHORBOLT'S REFER ENCED ABOVE TO REY"DIAXIETER A307 REQUIRED NAILING.AT EACH END OF THE.STRAP.) RIDGE MIR MLST'A IN I'EI'SION SI'RAPAT!6'O.C.STRAP TO BE PLAN VIEW ELEVATION VIEW STEEL AN(HOR IIOI.TS WM1 3'x}'a Y.'PLATE WASIIERS wnM 7" - 1:N'S'IALLF.D OVER NIX)'SIIFA rmN'G INTO RAFTERS W.'10d CCI.MMO.N I.-R'-V TO NYJY D)LSTA 0 (2)SP116P - MINIMUM EMBEUMENI'INTO CONCRETE - FOUNDATION HOLDDOWNS: NAILS TO RAFT ERS.IREF ER'10 OF.'I'All.I-RFI 1.�I(Y-I"TO I6'-0' (2)ST2122 - (2)SPHb NOTES. 11pU5-Sp52.5 WI SSTB24 j"DU\.XIETER ANCHOR HOLY W.'C'NWj 2.ATTACH TIE END OF EACII RAFIIiR'I U'I'HE VUCBLE IUP PLATE OF 'ALTERNATE:711E CONNECTOR SHOWN FOR THE JACK SPUD TU SOLE. I.ATTACH STUDS AT BUILT-LIP CORNER TOGETHER WITH SHEARWALL CONSTRUCTION; COUPLER NUT RETWEL'N SST824 AND j"THREADED ROD INTO Till:EXTERIOR WALL Wirt]tl)1/2.5A C'ONNECIOR. CONNE(TORTOBE PLATE CAN TIE.SUBSTITLITEDWITH THE SAME CONNECTOR SHOWN FOR (2)ROWS DF 16d(0.162'■3.5')NAILS AT 6-O.C.FOR HOLDOWN.POSITION SSTB24 W/ANCHORMATE TO APPLIED DIRLC'I'LY'FO ZX Top PLAT FS ON Eli(BIDE FACE OF WALL. THE JACK STUD TO HEADER ATTACH CONNECTOR WITH HALF OF THE END STORY SHEARVALLS. FORM1IWURK PRIOR TO CONCRETE POUR FOR CURRE(T. ALTERNATE;U511,W12A FROM EVERY RAFTER TO WALL SWDUELON'. REOUIREU NAILS I'O'fHE LACK S"fL'D AND flAI.F OF IMF.AEQUIRF.0 NAILS I.ALL 411FARWAL)S TO HAVE DOUBLE TOP PLA7'RS,AND I%)13I11.G 2X TSP('ONIE(TOR PEP NOTE''''WALL FRAMING UPLIIT CONNF.(.TIO.':5'. TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RINWAFID, 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH - - STUDS A7 EACH END OF WALL.(UNIFSS NOTED OTHERWTSIQ I'IACI-MEAT• 15 NOT RE9UfNkQ2fl .1 USING I O M2A AT EVERY KAFfEK CONNECTOR TO RE ATTACHED DIRECTLY TO ZX FRAMING AND - (2)ROWS OF 16d(0.162'x 3.5')NAILS AT 4'O.C. ® 3.01OCKNG TO BE PRO\FINED AIJU\"F.TIIF WL'lILE'IUP PLATE.OF THE RIMBOARD,ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS STAGGERED FOR 1ST STORY SHEARVALLS. 2. iIOUR-SD52trillE5TTFIN ST028AN ANCHEADED OL)INTI' ATTACHED DIRECTLY TO FOUNDATION SIEM WALL OR CONCRETE SLAB. BUILT-UP CORNER @ - N FACE NAIL H SIDLE.TOP PLATES S N TRAILS AT 16"O.C. USE IAl-I W COUPLER .I IIIn :V S5TB2A AND j 7}IREADED ROU INTO EXTERIOR WALL AT TOIF R(Xlf WITII R(N)F SIIFATfING NAILE'DTO THE NOTE: END ❑F SHEARWALL C R NAILS AT EACH SIDE OF LAP 5PI.1('ES IN TOP PLATES. HOLDCI\VN.POSITION SSTB2R WI ANCHORMATE TO FORMWORK PRIOR TOCONC'RETE POUR FOR CORRECT RUX'KING AT 6"OC.PROVIDE Y^NOTCH IN BLOC'KLVU I'O PROVIDE. 3.NAILING FOR PERFORATED SHEARWALLS TO BE C'ONI'INUEU ABOVE ADEQUATE.VENTILATION AS RFA)UIREU.HLOCMN(i'fO BE ATIA(1IF.D A.HEADERS FOR DOORS AND WINDOWS TO HAVE 11)ILA C'IN:NECTOR AT PLACEMENT. DIRECTLY TO DOUBLE rOP PLATE OF Till.EXTERIOR WALL- 1)KSC THE TOP AND BOTTOM OF ALL CRIPPLE STUDS. AND BELOW ALL OPENINGS IN SHEARWALL, (T)NNF(TOR. ( 2X 4 WALL tl.READERS 4'-i"AND LARGER REQUIRE.12)JACK STUDS AT EACII I..N[) C .. 4.EARW LL ENDS 2X (Z l AND BUILT-UP CORNER STUDS AT 4,PROVIDE ZX BLOCKING AT THE RIIX;E BETWEEN ALL RAFTERS Al"I NE OF TIIF.(LEADER. 4 x 4 DOUG FIR POST SHEASHEARWALL ENDS WITH(N 16(I TAIL-O.C.6'O.C.FOR SECOND FLOOR LEGEND: EDGE OF THE ROOF SHEA MING.ATTACH SHEATHING TU 111(X:K)IG W:: - 6' D.C. 4'O.C. FLOOR\SHEARWALLS.1(d NAfL.5.4T a' C STAGGERED FOR FIRST Rd NAILS AI'6.O.C.RIDGE BLOCKING 15 Ill REQUTRFD WHEN C.PROV'IDE(1)A23 CUPON 711E TOP OF ALL IIEADERS AT EACH F.Np OF +FLOOR SHEARWALLS. SHEATHING IS ATTACHED DIRECTLYTO A RIDGE BOARD OR HEADER TO THE KINGSTTIUAD)ACF,NT TOTHE OPENING. + 5.REFER 10HOLDDOWN SCI IEDULL•FOR TIE DOWNS AT SHEARWALL Q STRIJfTURAL RIDGE BEAM. - -ENDS• - I SHEARWALL TYPE. D.PROVIDE 11)SSP FROM EACH KING STUD TO DOODLE TOP PL.At'E OF 7,__ +iTHEW'ALL.WIT113)101 NAILS TO DOUBLE TOP PLATE ANDO),IOd NAILS HOLD DOWN - O - `IUKINGS'ITJU.FOR CS 16 STRAP SIZE REFER TO NOTE-2-ABOVE.FOR (PER PLAN ++ + S11FAK\WALL GRIDLINE FIRST FI OOR READERS PROVIDE I O CS 16 FROM EAC II KING STUD TO ++ THE FIRST FLOOR RUM BOARD.FOR CS IN STRAP SIZE REFER 70 NOTE-4- + ABOVE. (D SHEARWALL HULUWWN TYPE E,KING STUDIO RIMBOARD CONNECTION SPECIFIED IN NOTE D'ABOVE PLAN VIEW ELEVATION VIEW IS NUT REQUIRED WHERE.A SHEAR WALL HOLDOWN IS ADJAC'ENT'11.7 NQIES; SHEARWALL HOLUDOWN THE OPENING. . F.SILLS FOR OPENINGS LESS THAN 4'.0"WIDE REQUIRE if)A-13 CLIP AT L ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH I (2)ROWS OF 16d(0.162'x 3.5') NAILS AT 6'O.C,FOR / " ....... SHEARWALL - THE BOTTOM OF TIE SILL PLATE TU THE KING STUD AT FM'H END OF END STORY SHEARVALLS. I'HESILLPLATE FOR OPENINGS 4'4)'AND LARGER.PROVIDE(2)A2)PERFORATE SHEARWALL,CON71NIlF PLYWOOD ABOVE CUT'SAl'FACH END Of THE SILL PLATE ON THE TOP AND 0UT1OM OF 2.ATTACH STUDS AT BUILT-UP CDRNER TOGETHER WITH AND BELOW GWHY NAILING ACCORDING TO THE SILL PLATE. (2)ROWS[IF 16d(0.162'x 3.5')NAILS AT 4'D.C. SPECIFIED SHFARW - I ARWALI.TYPE. STAGGERED FOR 1ST STORY SHEARVALLS.' ' K 4OF KING STUDS REQUIREDATWALLOPE•NNG BUILT-UP CORNER @ END OF SHEARWALL ROOF SHEATHING ROOF SHEATHING TRIMMER STUD KING STU� MODEL NO. DIAL MIN.EMBED. MiN. REBAR LENGT BUILT-UP CORNER STTTUUUBBB$$$ MODEL N0. DIAL MIN. EMBED. MIN. REBAR LENGT EDGE NAILING IR (PER PLAN)' (NAIL PE �f ) SSTB16 5/8 ) 50' fPER DETAI� �2 SSTB16 5/8 50' Vf \ROOF RAFTER OPENING SSTH2O 5/8 58' SSTB20 5/8 58' 2X BLOCKING BETVEE PER PLAN -------------- - SSTB24 5/8 66'RAFTERS (NOTCH FOR ---- ----- CSI6 STRAP SSTB24 5/4 66'SSTB24 7/8 74•VENTILATION IF REQU �� -T ' (PER GS 82o SSSTB28 7/8 IV 74' STB34 7/B 82' RCTER TO ARCHITECT EDGE NAILING JI SBIx90 1/8 96, HDU HOLDOWN PLANS FOR MORE INF i 'HDV HOLDOWN �I SBIx30 1 96, -NOTE- R4 REBAR TO BE CENTERED ON HOLDOWN CSI6 STIR -NOTE- R4 REBAR TO BE CENTERED ON HOLDDVN THREADED ROD AND LOCATED 3' TO 5' DOWN FROM TOP OF (PER GSN> THREADED ROD AND LOCATED 3' TO 5' DOWN FROM TOP OF - II I FOUNDATION WALL FOUNDATION VALE PER SIMPSON MANUFACTURER'S SPECIFICATIONS. PER SIMPSON M UFACTURER'S SPECIFICATIONS. vi iv° °ri (PER GSN LIPS - DOUBLE 2% TOP PLA E IRA ul DI 45• \ d, (PER GSPVi °r ROOF RAFTER PER PLAN. ( _ ur ° Y4 REBA REFER TO ARCHITECTURAL uu v6 uu �'Q I4I 4 4 SSTB H13LMWN ANCHOR PLANS FOR a {NW COUPLER 4 �DSP (P SN) (PLACE SSTB ARROW RAFTER DIMENSIONS AND i( H2,SA (INSTALL PR10R �N EAVE TO BLOCKING AND SSTB HOLDOWN ANCHD EDGE DISTANCE c ON TOP OF ANCHOR DE TVA 3• TO 5'., jj ° e 4 POSITION IN VALE PER FOR 2X4 W ILL /A7�' ° DIAGONAL IN CORNER ��IINNGG�� PLYWOOD SHEATHING) •' 3' TO S" 4 REBAR D[3UHLE 2% TOP PL E D SPECIFI MANUFACTURER'S 2.75' FOR 2%6 W LL ° APPLICATION) SILL PLATE / < DO c SPECIFICATIONS. SILL PLATE / �' CNV COUPLE •� AL TERNATFI 2X STUD ANCHOR BgLTJ, (PER GS ° J a BEAM ., # ANCHOR BOLT HC (INSTALL PRIOR TSP (INSTALL PRIOR -(PER GSN) a ., (PER GSN) ,SSTB HOLDOWN+ANCH EDGE DISTANCE (IF SHOWN ON PLAJ•� TO PLYWOODe y NIM REBAR LENGTH °O VgLL SHEATHING SHEATHING) ° SSTB HOLDOVN ANCHOR 'e 2.75 FOR 2X WALL MIN.REBAR 2.75' FOR 2X6 WALL OR ON NOTE, NOT REQUIRED HOLD DOWN @ PLAN VIEW TOP OF DOUBLE.2% IF H2A IS USED AT HOLD DOWN @ PLAN VIEW 5• �' RAFTER TO TOP PLATE 90PBEND TO PROVIDE EVERY RAFTER. WINDOW OR DOOR ❑PENING EXTERI❑R BUILDING CORNER THE DESIGNER SHALL BE NOTIFIED IFCOTUIT AlDY ®� 43BREW BAY RROADDESIGN, LLC NEW ADDITION/REMODELING FOR ERROR SCALE : DRAWING NO.: S d THESE UMmNG4 PRIOR TO S7ARi OF 43 BREWSTER ROAD CONSTRUCTION.IRE ev LB;HC CONTgACTDR 66wx A VAII.U RESPONSIOLE FgI THE CONTENT 3/16"= 1'-0" MASHPEE,MA. 02649 GAHAN RESIDENCE '" W'"` DA`WWWIF`°�TR=ION PH.(506 27r�4--1166 AIL CONONOFSN1EiENCES ITHOVNY EUTF Nor"S'RRORS OR Ass DINS. FAX(50>�)S39'9402 THESE O OWNER S TE "N'01FOR THE USE DATE : ( OF THE O VMO NOTED.ANY OTHER USE OF A6 95 SUMMERBELL AVENUE CENTERVILLE MA 16NA,F 5 31, TGOK6 EI SDNEN UNDERRNIT'I£H 7 ARCHITECIDWW COPYYRIGM momcrXNN 5/22/2014 ACT OF HOW. - - ZONING TABLE 240-131 CRAIGVILLE EACH DISTRICT (CRAIGVILLE VILLAGE OVERLAY) -- " - �\-PINE_------PINE_ _ '\ 240-131.5 OVERLAY REQUIREMENTS -------- REQUIRED EXISTING PROPOSED 16— MAXIMUM LOT AREA 87,120 S.F. 3,010 S.F. 3,010S.F. 8 —PINE-- 10„ MINIMUM LOT FRONTAGE 75 FT 75.48' 75.48' MINIMUM FRONT YARD SETBACK 15 FT 2.4 FT 2.4 FT / 5 � 3��_ / - - -PINE 0�� ys \ O. EXISTING / MINIMUM SIDE YARD SETBACK 10 FT 25.6 FT 25.6 FT 14 ,� ��G MINIMUM REAR YARD SETBACK 10 FT 2.0 FT 2.0 FT / SINE, qA �IZ1 8„ GRAVEL / / Jz,-' �LE� BIR H \\ DRIVEWAY MAXIMUM BUILDING HEIGHT 30 FT 21.1 FT 21.3 FT / �j �'- '' 10" MAXIMUM NUMBER OF STORIES 2 1 1/2 1 1/2 / -,-' OVE PINg - � �/ / / 0' ,PROPOSED 240-131.6 COVERAGE LIMITATIONS / ' GRAVEL .� PARKING BENCHMARK: MAXIMUM BUILDING COVERAGE / 0 /' - 24'' / AREA MAPLE ! NAIL IN POLE / 1,300-4,999 S.F. LOT SIZE 1,458.3 S.F. 862 S.F. 1,004 S.F. // /i' -/ gam ,- a1L� / // / ($EMOVE) // ELEV. 103.91 1,100 S.F. + 10.% OVER 1,300 S.F. MAXIMUM LOT COVERAGE 50% 1,505 S.F. 1,162 S.F. 1,495 S.F. // / -13" r OA %/S 0 1ST FLOOR r I i s � PORCH TO ENCLOSED E y / BENCHMARK: TOP OF PK NAIL ELEV. 90.04 // ✓ /� / ��0�15� 4��0 0 2v'`J // (DjETURRED) �OR\ ��' �' ! — ►"" ) / lu 1 < LOT NOTNe �° , S� �/ �' ^ / • :•"� • '' OD / / 3 10 S.F. __ rn / ,/ '� �`, '�`WI ,, ,ASS� # ,;24" �� / //,,,- �?° 11 / '� u r c� // // ! 06 , OA `� 6/Q6a, / ° ° 12/ , s�/ .t aR(E`DE %� j 20" ; `, , \ r ,°� - / �y / moo. l��lol'' '�i I •'ti ,;fir �, ; :" .• •- 18" t OAK TP 1 '� \ ,°s I / v / ` ��_ � T n, / OAK6P AY i / `, p' , t ICY) / `No�{ 7 •.� �. / tK - !- " ' 1p ,(., rye •• r, / / `` 0 ; ' �` c9 ` -- � // ' (p ! � 1!�- V["7�1'•-emu• _• i' `TP ,t 't` .Z ` / . i / �`\�, -�', 1 //.� ••• • �.,s' ) ��: i8 Ir A'k•• d0 41 i T , ,' / / `. Y�//`" -`'n•.y4.y°n II 1 i jr // I ASS. ;Dl/ Dc / i i / 226/059 °/ ;, /�. , / t` LOCUS MAP / 10" ; / / i' �% C�` % i� -/ LEAN / TREE / OUT CB/DH ----------------- - -- - ----------------------------------------- _ / (vim / ---------------------- , / - , ' o BOARD OF HEALTH NOTES: ----------------------------- � �l °;� DATUM IS ASSIGNED: 100.0 = 18.0 NGVD , , , , -- / ,(SBSERV*T/ION,-' -________________________ POST THE VARIANCE REQUESTED IS: 310 CMR 15.211 MINIMUM SETBACK DISTANCES). ----------------------- (DOWN TO 0.0 )' ! / ALL DISTURBED AREAS WITHIN THE PROPOSED EASEMENT SHALL BE REPLANTED. / !/ A 10' WIDE BUFFER SHALL BE PLANTED WITH ------------- ,-'' / INDIGENOUS SHRUBS ALONG THE SOUTHEAST t =" .. t,.__„ .� • SITE PLAN SIDE OF THE PROPOSED EASEMENT FOR / / PREPARED FOR ---------- -' ! DISTANCE OF 60 . .17 hf CATHERINE GAHAN dc� ° / THE OUTDOOR SHOWER SHALL BE TIED INTO f.`., OF l r, / THE SEPTIC SYSTEM AS SHOWN. r,:I 95 SUMMERBELL AVENUE BARNSTABLE, MA THE EXISTING PITS IN THE PROPOSED PATIO \ / ! PUMPED ANDm ``(}rs;:,( t`ls ` / ! AREA SHALL BE ABANDONED, s�:;�,�-f J.E. LANDERS-CAULEY, P.E. REMOVED AND DISPOSED OF AT A SUITABLE CIVIL ENVIRONMENTAL ENGINEERING / LANDFILL. (THE LOCATION OF THE PITS REV.01 16 14 JDR P.O. BOX 364 NEST FALMOUTH, MA 02574 / WERE PROVIDED BY THE BUILDER). 508 540 - 7733 ph. REV.12 19 13 JDR 508 540 - 3344 fax 0 5' 10' 15' 20' THE SOILS AND PERC RATE SHALL BE VERIFIED REV.12 10 13 JDR ASS. 226-060 DATE: 10103113 CB/DISK /// // AT THE TIME OF INSTALLATION. REV.11 26 13 JDR SCALE: 1" = 10' DRAWN BY: JDR / / SCALE: 1 = 10 REV.11 25 13 JDR JOB NO. 2319 SHEET: 1 OF 2 29'-0"± 29'-0"± PATIO (15'x 20') 4'-0" 15'-0 10'-0" OUTDOOR SHOWER ■ w <V O ATH BEDROOM #1 o KITCHEN i I DINING W II o 0 00 I=2 o GLOS. +---ROOF BELOW 4'-0"± N op II II BEDROOM #2 II II LIVING Ii II CL I I I I I DN. HALL CLOS. +I o N N — 4'-8" 5'-4„+ 5'-4"± O J W m UP °9 p BEDROOM #3 CLOS. AREA CALCULATIONS +1 +1 1 z15'-0° 8„ ol FIRST FLOOR = 774 S.F. °° COVERED o ROOF BELOW SECOND FLOOR 510 S.F. PORCH TOTAL HABITABLE AREA = 1284 S.F. COVERED PORCH = 166 S.F. STOOP = 22 S.F. OUTDOOR SHOWER = 20 S.F. PATIO = 300 S.F. 19'-8"± 19'-8"± FIRST FLOOR PLAN. . SECOND FLOOR PLAN_ THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO. : C OT U I T BAY DESIGN, L L C EXISTING CONDTION PLAN FOR: THESE CONSTRUCTION.THE IBUILDING CONTRACTOR /�11 1 WILL BE RESPONSIBLE FOR THE CONTENT 1/4 = 1 -O 43 B RE V V�/��STE R ROAD IN THESE DRAWINGS IF CONSTRUCTION GAHAN �\ E S I D E N C E COMMENCES WITHOUT NOTIFYING THE . DESIGNER OF ANY ERRORS OR OMISSIONS.MASHPEEDATE1MA 02649R THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508) 274-1166 OF THE OWNER NOTED.ANY OTHER USE OF FAX 508 539-9402 THESE DRAWINGS REQUIRES THE WRITTEN 1 1 I2 1/20 1 3 ( > 9 5 S U M M E R B E L L AVE NUE � E N T E RV I L L E M A CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION 'J ACT OF 1990. 29'-0'± 12 12 Q 5.5 12LL D 0 N WINDOW N 12 �4 +I O N FRONT ELEVATION CRAWLSPACE 12 5.5 12 H 12 0 v N 4'-8" 5'-4"± o co 0 12 N 4� w � > I 0 m ❑ ❑ ¢ I vl O a N w 15'-0" zl uu n lo - 0o O ( aP in OUTLINE OF PORCH ABOVE 19'-8"± FOUNDATION PLAN REAR ELEVATION THE DESIGNER SHALL BE NOTIFIED IF ANY /� ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO. : C OT U I T BAY DESIGN, L L C EXISTING CONDTION PLAN FOR : THESE CONSTRUCTION.THE BUILDING CONTRACTOR 11 1 11 �/�� T WILL BE RESPONSIBLE FOR THE CONTENT 1 I4 = 1 -O n43 B RE V V S THEW R ROAD D IN THESE DRAWINGS IF CONSTRUCTION 1 V IAS P E E I V IA. 02649 GAHAN RESIDENCE COMMENCES WITHOUT NOTIFYING THETDESIGNER OF ANY ERRORS OR OMISSIONS. DATE : E 7 THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF PH.((508 274-1 1 OO THESE DRAWINGS REQUIRES THE WRITTEN /Z /ZO FAX 5O�l S3�J �J4O2 C� nn nn R \/ R\/ MA CONSENT OF THE DESIGNER UNDER THE( / a5 SU1 Y 11 Y , E1 \BELL A V ENUE CENTE1 \ V ILLE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 0 Lu 12 5.5 Ej LH IL lu LEFT ELEVATION LL +, 0 CV N 12 5.5 _ M. LLal I I 11UHH RIGHT ELEVATION THE DESIGNER SHALL NOTIFIED IF ANY E : DRAWING NO. : ERRORS OR OMISSIONSS SCALE : C/� I ARE FOUND ON J /"�I�. C OT U I T BAY DESIGN, L L C EXISTING CONDTION PLAN FOR : THESE CONSTRUCTION.THE PRIOR DINSTARTG CONTRACTOR 1 11 1 11 43 LJ 1 \E WSTE R ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/4 �O /�(� IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E ,MA. 0264 GAHAN RESIDENCE COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS: DATE (� THESE DRAWINGS ARE SOLELY FOR THE USE P H. (508) 274-1166 THESE THE OWNER NOTED.ANY OTHER USE N FAX 508 539�9402 THESE DRAWINGS REQUIRES THE WRITTEN 1/2 1/20 1 3 X3 ( > 95 SUMMERBELL AVENUE CENTERVILLE MA CONSENT OF THE DESIGNER UNDER THE I ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. ZONING TABLE / 240-131 CRAIGVILLE EACH DISTRICT (CRAIGVILLE VILLAGE OVERLAY) --"�" PINE _ 240-131.5 OVERLAY REQUIREMENTS / PINE-______-- REQUIRED EXISTING PROPOSED - 16// ''PINE_ -' O10 S.F. 3 OlOS.F. -- 18 - 0" MAXIMUM LOT AREA 87,120 S.F. 3, 8�° PIN ,, „ MINIMUM LOT FRONTAGE 75 FT 75.48' 75.48' / - •L�3� - -PINE— MINIMUM MINIMUM FRONT YARD SETBACK 15 FT 2.4 FT 2.4 FT -- ,-'-- g- SIDE YARD SETBACK 10 FT 25.6 FT 25.6 FT / - 1�•� 0�b� V1�' \ `94 �' EXISTING / MINIMUM REAR YARD SETBACK 10 FT 2.0 FT 2.0 FT // Y PINE, 4�Y '�p,Z1�1� '8 �i --TRAVEL / MAXIMUM BUILDING HEIGHT 30 FT 21.1 FT 21.3 FT // �j� " BIR H \� DRIVEWAY 10 MAXIMUM NUMBER OF STORIES 2 1 1/2 1 1/2 / -' (R OVE / PINg � / 240-131.6 COVERAGE LIMITATIONS // � � Q° ;PROPOSED - / GRAVEL _ / PARKING 4" BENCHMARK: / MAXIMUM BUILDING COVERAGE / O` / / /-'' '' 24''- / / NAIL IN POLE APLE / 1,300-4,999 S.F. LOT SIZE 1,458.3 S.F. 862 S.F. 1,004 S.F. // / AK $1; / / / AREA M / (REMOVE) ELEV. 103.91 1,100 S.F. + 10.% OVER 1,300 S.F. / MAXIMUM LOT COVERAGE 50% 1,505 S.F. 1,162 S.F. 1,495 S.F. %O" ;' 6 1ST FLOOR PORCH TO BE j cS ENCLOSED BENCHMARK: // // ' i c9 TOP OF PK NAIL ELEV. 90.04 // 0 /✓/ /J / 00 / C8/1)H, g (Dj&URBD) ;/ ,-'< T1OR�- -SIbWER/ / (SL'E NOTES) o�`' / / --� . • " �� .--1 c rn / / q1y� 3,010 S.F. • OAkl 12'� .('�)� / ` • I/ t`�\ ` r _ \�fj ,/N� `ti., RED V / •� 1 r` •s APLE // 18" K OA TP 1� '�\\ I % Yv // ,, L ": '�M• OAK A A- / / •� `'_ � r �. �� /:awe / / ', `` � • � � � ,, ,• , � ` RO // // .•` � O - \.` _ ,�'- '' '' � � / %• - Cradle,, // I ASS. # 11 rb`�O� ' %N�` ' IF ;' ;' / / /-•, \I • 1� ,��� / 226/059 C tk 49,. ;/ // LOCUS MAP 10 / r D� r LEAN / TREE // r �/ ,°� OUT / CB/DH ----- , -----' , l , / --------- ------------------------ / (SBSER TON, / / BOARD OF HEALTH NOTES: Dir CA C!VjL 6-3 DATUM IS ASSIGNED: 100.0 = 18.0 NGVD No. 35101 ' 0 THE VARIANCES REQUESTED ARE: ' ;�. !STEM..= 310 CMR 15.412(4).---------------------- �.:'s!r^a.;:"y oUj' 310 CMR 15.211 (MINIMUM SETBACK DISTANCES). -- / DOWN TO 0.0 ------------------- ALL DISTURBED AREAS WITHIN THE PROPOSED SITE PLAN EASEMENT / E MENT SHALL BE REPLANTED PREPARED FOR A 10' WIDE BUFFER SHALL BE PLANTED WITH CATHERINE GAHAN / INDIGENOUS SHRUBS ALONG THE SOUTHEAST / SIDE OF THE PROPOSED EASEMENT FOR A of DISTANCE OF 60 . 95 SUMMERBELL AVENUE BARNSTABLE, MA THE OUTDOOR SHOWER SHALL BE TIED INTO J.E. LANDERS-C AULEY, P.E. THE SEPTIC SYSTEM AS SHOWN. CIVIL ENVIRONMENTAL ENGINEERING / THE EXISTING PITS IN THE PROPOSED PATIO P.O. BOX 364 WEST FALMOUTH, MA 02574 / 8 540 — 7733 ph. 50 AREA SHALL BE ABANDONED, PUMPED AND REV.12 19 13 JDR 8 540 - 3344 fax 0 5' 10' 15' 20' REMOVED AND DISPOSED OF AT A SUITABLE / REV.12 10 13 JDR ASS. 226-060 DATE: 10103113 CB/DISK / / LANDFILL. (THE LOCATION OF THE PITS WERE PROVIDED BY THE BUILDER). REV.11 26 13 JDR SCALE: 1" = 10' DRAWN BY: JDR / / / / SCALE: 1" = 10' REV.11 25 13 JDR JOB NO. 2319 SHEET: 1 OF 2 1 CB/DH OWNER: JO HN W. GAHAN III CTF. #109860 V '0� ,FOR REGISTRY USE ONLY � i � tl CB/DH (DAMAGED) /► �' s� LOT 0 3,010 S.F. PLAN NOTE: STREET LINES COMPILED FROM AVAILABLE PLANS. ` PATIO ELEV. / r 103.0 810 Op 0-Rsc9 O O1 EA,SEMENT D FOR SEPTIC SYS B EM �1 j B/ H ' ��, 2,331 s.f. I ON . 0 1 API p � I CER FY THAT THIS PLAN AND SURVEY WERE PREPARED IN ACCORDANCE TO THE PROCEDURAL AND s p TECHNICAL STANDARDS FOR THE PRACTICE OF LAND O ,�; I •.. �� p0 �. � SURVEYING IN THE COMMONWEALTH. OF MASSACHUSETTS. r �o� DATE: 212(rzo/3 q0\_1 OWNER. o p GARY S. LABRIE, P.L.S. CHRISTIAN CAMP MEETING ASSOC, A •�O I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN s i °03 COMPLIANCE WITH THE RULES AND REGULATIONS OF THE l D� REGISTRARS OF DEEDS FOR THE COMMONWEALTH OF 0 MASSACHUSETTS. ., t � DATE. I O I CERTIFY THAT THE PROPERTY LINES SHOWN ON THIS P*;AN ARE THE LINES DIVIDING EXISTING -0WNERSHZTIS AND THE LINES- OF THE STREETS AS GARY S. LABRIE, P.L.S. � SHOWN AR'� THOSE OF PUBLIC OR PRIVATE WAYS. I? ABUTTER: ALREADY F,3TABLISHED AND THAT NO NEW LINES FOR NELSON UNIA Vic? DIVISION O:r EXISTING OWNERSHIP OR FOR NEW WAYS S. HART N S�of ARE SHO�'�2'�, „ CTF. , #183993 k DATE: l�� � �20/, LAM 3 EASEMENT PLAN OF LAND GARY S. LABRIE P.L.S. ' PREPARED FOR DK CATHERINE GAHAN I� OF i 95 SUMMERBELL AVENUE '. CB/DISK BARNSTABLE, MA GRAPHIC SCALE J.E. LANDERS--CAULEY, P.E. 10 0 5 10 20 40 CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTH, MA 02574 508 540 - 7733 ph. ff; 508 540 - 3344 fax 1 , ( IN FEET ) ASS.#226 059 1 DATE: 12 20 2013 1 inch = 10 ft. SCALE: 1" = 10' 1 DRAWN BY. JDR/GSL JOB NO. 2319EASE I SHEET: 1 OF 1 i! CB/DH J` _ .O 100 14 O ,. OWNER: wl JOHN W. GAHAN III t CTF. #109860 M ? 4, N'A x } FOR REGISTRY USE ONLY O CB/DH ' (DAMAGED) O �` ' O s >/ LOT 0olk k 3,010 S.F. PLAN NOTE: STREET LINES COMPILED `S: FROM AVAILABLE PLANS. k PATIO � r sr 103.0 co „ 04a# =' r o7 " 6 0 As i o y. EASEMENT ' CB/DH FOR SEPTIC SYSTEM 2,331 s.f. y�oy �p I l� 6 r I CERTIFY THAT THIS PLAN AND SURVEY WERE ` PREPARED IN ACCORDANCE TO THE PROCEDURAL AND TECHNICAL STANDARDS . FOR THE PRACTICE OF LAND y sA �0 yip SURVEYING IN THE COMMONWEALTH OF MASSACHUSETTS. » y ,7 e� DATE: 12/2V Zo13 • .. OWNER. o CHRISTIAN CAMP GARY S. LABRIE, P.L.S. o, MEETING ASSOC. A ,O I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN 0�`3 COMPLIANCE WITH .,THE RULES AND REGULATIONS OF THE 1 , D REGISTRARS OF DEEDS FOR THE COMMONWEALTH OF O. 5 MASSACHUSETTS. oil DATE: p0 I CERTIFY THAT THE PROPERTY LINES SHOWN ON THIS PI AN ARE THE LINES DIVIDING EXISTING OWNERSHIPS `AND THE LINES OF THE STREETS AS GARY S. LABRIE, P.L.S. SHOWN ARE THOSE OF PUBLIC OR PRIVATE WAYS 4 ABUTTER: - N ALREADY ESTABLISHED AND THAT NO NEW LINES FOR tt� NELSON S. HARTUNIAN c? DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS w 4 cSO, ARE SHOWN. CTF. #183993 DATE: W,24IZ013ell L40M EASEMENT PLAN OF LAND GARY S. LABRIE, P.L.S. r PREPARED FOR g tK� CATHERINE GAHAN OF {:` ! 95 SUMMERBELL AVENUE CB/DISK . rya, BARNSTABLE, MA GRAPHIC SCALE J.E. LANDERS—CAULEY, P.E. 10 0 s 10 20 40 CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTFL MA 02574 508 540 - 7733 ph. .: 508 540 — 3344 fax ( IN FEET ) ASS. 22B 059 DATE: 12 20 2013 1 inch 10 ft. 3;µ SCALE: 1" = 10' DRAWN BY JDR GSL �t JOB NO. 2319EASE SHEET: 1 OF 1 a t CB/DH OWNER: �cP =r JO HN W. GAHAN III CTF. #109860 ,y r xl C FOR REGISTRY : USE ONLY \J 0 CB/Dx (DAMAGED) y O O y, s� LOT 0 / / ,�•tk PLAN NOTE: STREET LINES COMPILED cS. 3,010 S.F. / D FROM AVAILABLE PLANS. PATIO s ELEV. ��• \ �� ,, 103.0 s A 0' " v , rj EASEMENT f FOR SEPTIC SYSTEM CB/DH 2,331 s.f. v I CERTIFY THAT THIS PLAN AND SURVEY WERE 3 a PREPARED IN ACCORDANCE TO THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND O SURVEYING IN TH COMMONWEALTH OF MASSACHUSETTS. " x p• �// DATE: 1212 2(r� �-413 cP\ OWNER: o C HRIS TIAN CAMP o � GARY. S. LABRIE, P.L.S. MEETING ASSOC. O AS B 1; sr I CERTIFY .THAT THIS PLAN H BEEN PREPARED IN E •D ;; COMPLIANCE ,WITH THE RULES AND REGULATIONS OF THE 1pJJtk REGISTRARS OF DEEDS FOR THE COMMONWEALTH OF 5 MASSACHUSETTS. „ �� DATE: jzo 0 I CERTIFY THAT THE PROPERTY LINES SHOWN, ON THIS PLAN ARE THE LINES DIVIDING EXISTING r r ti OWNERSHIPS AND THE 'LINES OF THE STREETS AS GARY S. LABRIE, P.L S. SHOWN ARE THOSE OF PUBLIC OR PRIVATE WAYS R ABUTTER: ALREADY ESTABLISHED AND THAT NO NEW LINES FOR r ALRE AB D NELSON S. HARTUNIAN DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS G zNaf cS�, ARE SHOWN. CTF. 183993 " DATE: rZ/2G�2.01,3LAM h y EASEMENT PLAN OF ,-LAND µ . �i •*�� GARY S. LABRIE, P.L.S. . tom' PREPARED FOR CATHE D� RINE GAHAN # �? OF 95 SUMMERBELL AVEN �. CB/DISK NSTABLE MA r BAR ; GRAPHIC SCALE J.E. LANDERS—CAULE „st: P.E. , Y 10 0 5 to so 40 CIVIL ENVIRONMENTAL ENGIN. ERING p: P.O. BOX 364 WEST FALMOUTH, M 02574 508 540 — 7733 ph. 508 540 — 3344 fax , ', t ( IN FEET ) ASS.#226 059 DATE: 12 2013 1 inch = 10 ft. SCALE: 1" = 10' IDRAWN B >' JDR GSL JOB NO. 2319EASE SHEET: 1 OF 1 5' 2 it u CB/DH O OWNER: r 3 JOHN W. n GAHAN III CTF. #109860 FOR REGISTRY USE ONLY i'9 O CB/DH (DAMAGED) i s� LOT 0 / °tk a PLAN NOTE: STREET LINES COMPILED s. 3,010 S.F. / D FROM AVAILABLE PLANS. PATIO cP ELEV. ir � 103.0 !4 J � , 6 6 �s 1" � 01' O O• •p k U DO EASEMENT FOR SEPTIC SYSTEM CB/DH i 2,331 s.f. y f �5• " I CERTIFY THAT THIS PLAN AND SURVEY WERE PREPARED IN ACCORDANCE TO THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN TH COMMONWEALTH OF MASSACHUSETTS. " .\ fps ��• DATE: 12 2 Zo1 f o\-- sr OWNER: o GARY S. LABRIE, F.L.S. CHRISTIAN CAMP moo. MEETING ASSOC. I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN COMPLIANCE WITH THE RULES AND REGULATIONS OF THE „r REGISTRARS OF DEEDS FOR THE COMMONWEALTH OF l0 �` 5 MASSACHUSETTS. f2 Z� DATE: O4 I CERTIFY THAT THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING EXISTING OWNERSHIPS AND THE LINES OF THE STREETS AS GARY S. LABRIE, P.L.S. ,. SHOWN ARE "THOSE OF PUBLIC OR PRIVATE WAYS ABUTTER: ALREADY ESTABLISHED AND THAT NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS s ARE SHOWN. NELSON S. HARTUNIAN sw�,► j CTF. #183993 0' .DATE / 3_ .gyp q , EASEMENT PLAN OF LAND . PREPARED FOR GARY S. LAHRIE, P.L.S. , D CATHERINE GAHAN OF 95 SUMMERBELL AVENUE CB/DISK BARNSTABLE, MA GRAPHIC SCALE J.E. LANDERS—CAULEY P.E. ,o CIVIL ENVIRONMENTAL ENGINEERING 10 0 5 10 20 , P.O. BOX 364 NEST FALMOUTH, MA 02574 .4 508 540 — 7733 ph. 6 r. ,• 508 540 — 3344 fax ; { IN FEET ) ASS. 226 059 DATE: lEZgP 2013 k` I inch = 10 ft. SCALE: 1" = 10, DRAWN BY,,_ JDR GSL 3 JOB NO. 2319EASE SHEET: 1 OF 1 •, i